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Home My WebLink AboutVail Colorado Municipal Building Authority Unplatted Legal�w � /�Y�,�,�P� �, t�r� Gn�laff'co�- Principal5 A55ociate5 STEVEN C. BANKS, P.E. DANIEL J. BECHTOLD, I'.E.. S.E. WILLIAM H. EPP, P.E., S.E. WILLIAM A. DIETRICK, P.E. MARK A. HAMOUZ, P.E. BRENDAN J. KELLY, P.E. J.P. ILLES, P.E. STANLEY H. KOBAYA5H1, P.E. � • Civil, 5tructural, TranSportation & Environmental Coneulting 5ervice5 5ince 1962 June 6, 2006 Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Attn: Bill Gibson, AICP Town Planner Subject: Cascade Villabe Metropolitan District Westhaven Drive Bridge Improvements Request for Change to Approved Plans Dear Bill, As originally noted in my letter of June 1, 2006, in order to construct the previously approved in�provements to the Westha��en Bridge (DRB Number: DRB050330), it will be necessary to remove a cottonwood tree that was not included in our original application. Our June 1 s` letter included a revised landscape plan indicating the tree proposed for removal. Irs addition, after discussion with Town staff, we are hereby stating our agreement to providing the followin� landscape mitigation, in addition to that already shown on the revised landscape plan: l. Installation of five (Sj 2" caliper aspens and three (3) #5 Isanti Dogwood (Cornus stolonifera 'Isanti' ) shrubs in addition to the six (6) aspens previously approved for the sontheast corner of the bridge. � 2. The dobwoods will be planted in the location of the existing cottonwood at the corner of the bridge. The loc��tion of the aspens shall be determined by Cascade Villaae Metropolitan District, with the concurrence of Town staff. The loeation will be in the general vicinity of the bridge. Possible locations include the northeast corner of the Westhaven Cir/Greenhill Ct intersection, the hillside along the western edge of Westhaven Drive, or the entrance to the Millrace Condominiums. Final location to be approved by appropriate property owners and Town staff. 4. It is u.iderstood that the Town will install a sleeve beneath the bike path in the vieinity of the dogwoods, and Cascade will extend irrigation from Millrace to the ilew plants. F:\200_5\P05116 - Cascade Villa�e\constxuction admin\Correspondance\letters\,ibson060606.doc LONCO, Inc., 1700 Broadway, 5uite 800, Denver, CO 80290 1'hone: 303.620.0098 • Fax: 303.620.9397 • E-mail: IoncoCa7lonco.com • WebSite: www.lonco.com - , � �� , r 5. Irrigation for the new aspens to be determined with their location. If you have any questions, please feel free to give me a call. Si er y, � Steven C. Banks, P.E. Principal cc: Don Machlachlan - Cascade Village Metropolitan District ►�0�4� - C�.«k � � Zo. �.-4�.�I�.�d . 1 .. F:\2005�P05116 - Cascade Village\construction admin\CorrespondanceUetters\gibson060606.doc *********�*************************************�***�********�******************************* TOWN OF VAIL, COLORADO Statement ******�***************************************************+***�***************************** Statement Number: R060000769 Amount: $20.00 06/07/200601:29 PM Payment Method: Check Init: JS Notation: 39763/LONCO INC. ----------------------------------------------------------------------------- Permit No: DRB060214 Type: DRB-Chg to Appr Plans Parcel No: 2103-121-0001-0 Site Address: Location: 1400 WESTHAVEN Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 **************************************************++***********************�x**************** ACCOUNT ITEM LIST: Account Code DR 00100003112200 Description ------------------------------ DESIGN REVIEW FEES Current Pmts 20.00 n� � �,� �� y vn� 1af��- TOWN OF VAIL DESIGN REVIEW ACTION FORM Project Name: �MINISTRATION BIIILDING RE-ROOF REP�B Number: DR6050443 Project Description: TOV BUILDING MAINTENANCE PRO)ECTS-FINAL APPROVAL TO REPAIR EXISTING ROOF WITH EXISTING MATERIAL Participants: OWNER VAIL COLORADO MUNICIPAL BLDG08/26/2005 75 S FRONTAGE RD VAIL CO 81657 APPLICANT YAMPAH BUILDERS, INC. 08/26/2005 Phone: 970-379-5222 cell# 715 GRAND AVENUE GLENWOOD SPRINGS CO 81601 License: 123-A CONTRACTOR YAMPAH BUILDERS, INC. 08/26/2005 Phone: 970-379-5222 cell# 715 GRAND AVENUE GLENWOOD SPRINGS CO 81601 License: 123-A Project Address: 75 S FRONTAGE RD WEST VAIL Location: TOV MUNICIPAL BUILDING Legal Description: Lot: Block: Subdivision: Unplatted Parcel Number: 2101-064-0000-3 Comments: See Conditions Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 08/30/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. F Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Warren Campbell DRB Fee Paid: $250.00 , ; ;�.; K}�f ' T�I�� OF t�'�IL : �� Minor Exterior Alterations Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2128 fax:970.479.2452 web: www.vailgov.com General In%rmation: All projects requiring design review must receive approval prior �o submitting a building permit application. Please refer to the submittal requirements for the particular approvaf that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The projeck may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approvaL Description of the Request: ��.��'<-�� z i � �' s�� s%�-✓�y ,�o�"� �'��!s'�"�� i y��-� ��%,��.t C Location of the Proposal: Lot: Block: Subdivision: � r Physical Address: �-S �S - �'��_ ,;�� .�� L'�a� �� . _ Parcel No.: =<l� l�� cE c-' (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): �� E �ti� �� -�' 1��C_ MailingAddress: 7� �5� /��.,��7�� f�� Phone: il� `�Ty - � �� Owner(s) Signature(s . � . �k� r•.� �'d-�{•GS �'� /l Name of Applicant: U�i�L�-�'� ��-�=,�� -� !� v SL �7 �vG � f � �. � Mailing Address: ��'� ��c:� �� C ��=•�.�� `�� '�5,, �o �'/f c'� � Phone: �7� _ �'Ti- S � � � XL�� E-mail Address: ��- /-1 �- l'�, �� Fax:_ `��c' -�fy�'- �G r � �� Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Additipn CY Minor Alteration (multi-family/commercial) � Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or cor ercial building (includes 250 additions & interior conversions). $2�9��°�or minor clianges to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For office use only: „�...- �/o Fc� (-� � lJ'� �` r ��`- Fee Paid: r�—� Check No.•' BY� � Meeting Date: �' � �� J DRB No.• '��WD `'� ` � Planner: _ _ _ `� � _ Project No • ` t'+rJ�� v� �� :� �i Project Name: TIMBER RIDGE SIDEWALK Project Description: Participants: -- -- • . _ _ --. -- ,--- __ nc�pa-( �w�.Co(,c�' �n�la��-- DRB Number: DRB050424 FINAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS TO INSTALL A SIDEWALK FOR LOADING BUSES IN PLANTER AT TIMBER RIDGE OWNER VAIL COLORADO MUIVICIPAL BLDG08/18/2005 75 S FRONTAGE RD VAIL CO 81657 APPLICANT VAIL COLORADO MUNICIPAL BLDG08/18/2005 75 S FRONTAGE RD VAIL CO 81657 Project Address: 75 S FRONTAGE RD WEST VAIL Location: 1280 N. FRONTAGE RD WEST Legal Description: Lot: Biock: Subdivision: Unpiatted Parce! Number: 2101-064-0000-3 Comments: SEE CONDITIONS Motion By: 5econd By: Vote: Conditions: BOARD/STAFF ACTION Action: SfAFFAPR Date of Approvai: 08/19/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnei prior to construction activities. Cond:201 DRB approval shail not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: George Ruther DRB Fee Paid: $20.00 �, �. �:��., � .. . �� TO�� i� 0�' VAIL � Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.vailgov.com s ro �° ra� General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. UoAO I IJ �° Description of the Request: INS�� A S�Ota.a;.X. FoRn'&�SSbs �rl 'P�� Q 1`I „ B� iZ-� �(e� . S� G� 1 F� c�wT SA�_'W�C fd..�c.�r.t N I�S v � S� o�•J 'T`�D o.PP2e.�d,o i�- � 5 Location of the Proposal: Lot:_�_Block:_ __ Subdivision: UM��tt1t (� Physical Address: � Z" � �� "C.- � C -z.t o � cs `fo ca,3 Parcel No.: ___ __ ___ ___— _—_ ___ (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): ��aw.� c�� A � �- Mailing Address: 75 Sov'�-k F�R-��i�'s�- �� Phone: +-I 19 Z3 3"7 Owner(s) Signature(s): Name of Applicant: S/��-..�. Mailing Address: Phone: E-mail Address: Fax: Type of Review and Fee: • Signs • Conceptual Review • New Construction • Addition • Minor Alteration (multi-family/commercial) • Minor Alteration �smgle-family/duplex) Changes to Approved Plans • Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Office U�ly: / �U ,�j, �/'V` � 1— Fee Paid: _____ __ Check No.�,_.___ By: � ♦ Meeting Date:__ ��=��_ _ DRB No.: Planner: ,� � Project No.: '�2�0� • C� 3� � �� S�rm Plant -- _ _ . __ _QtY_ � Austian Copper Rose Boulder Blue Fescue Juniperus sabina 'Sierra Spreader' Potentilla 'Gold Drop' . � 1 � : 7 � � - �� - .. �-: r N- �. , �- � `u: 1 E � �I .. � � �.. � � � � TntNN 4F VAI� Project Name: l�YLvn � G�a•� �jt,i /d� vn l�G� � Design Review Board ACTIO N FO RM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us DRB Number: DRB050218 Project Description: REMOVE AND REPLACE 2 MOUNTAIN ASH TREES ON THE EAST SIDE OF BILLY'S ISLAND GRILL (ON TOWN PROPERlY) Participants: OWNER VAIL COLORADO MUNICIPAL BLDG05/20/2005 75 S FRONTAGE RD VAIL CO 81657 APPLICANT BILLY SUAREZ 05/20/2005 Phone: 477-7440 610 W LIONSHEAD CR SUITE C-200 VAIL CO 81657 Project Address: 75 S FRONTAGE RD WEST VAIL Legal Description: Lot: Block: Subdivision: Parcei ,Number: 2101-064-0000-3 Comments: SEE CONDITIONS Location: BILLY'S ISI�4ND GRILL Motion By: Second By: Vote: Conditions: BOARDJSTAFF ACTION Action: STAFFAPR Date of Approval: 05/20/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: ]oe Suther DRB Fee Paid: $250.00 Minor Exterior Alterations � �� fi Application for Design Review x�� Department of Community Development � 75 South Frontage Road, Vail, Colorado 81657 TQ`��1 �� tel: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com :�,�� Vir`a � 1 E� �i�US General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within Location of the Propo�al: Lot: Block: Subdivision: Physical Address: Parcel No.: Z�4� �G� �� 3(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): 1 � Mailing Address: Owner(s) Sig Name of Applicant: ling Address: � Phone: � ��,.1�, (� C� Y�1. (,p � �-- Phone: E-mail Address: �i Fax:_ ' �,�,��-�-► f�}1:��'" Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Addition @' M'mor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request For Office;Use.Q�Ly: Fee Paid: _ � � �--�_ Meeting Date: � � � Planner: $50 Plus $1.00 per square foot of total sign area. No Fee �-"t`�'`I � � � L � C�C� $650 Construction of a new building or demo/rebuild. $300 An addition where square footage is added to any residential or � commercial building (includes 250 additions & interior conversions). $2�0 Minor changes to buildings and site improvements, such as, re-roofing, painting, window � additions, landscaping, fences and retaining walls, etc. $20 Minor chanyes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 Revisions to plans already approved by Planning StafF or the Design Review Board. . � � -� No Fee _ . ..�.,.�,,:.,...., ,.----'--'' Check No.: // By: � `O J DRB No.: ��iJ�" " �!� Proiect No.: �l`+J � � 7 —' O� c � � � PROPOSED TREES AND SHRUBS EXISTING TREES ' TO BE REMOVED PROPOSED LANDSCAPING Botanicai Name Common Name uanti Size j1�1�-�.t,-r�,� f � ��- <� �� 1 Minimum Requirements for Landscaping: Type GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL �� I�- -�-- Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Square Footaqe Piease specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) c Page 7 of 13/12/02/04 , _ _ ,_ - /I>V i�url/G/P/� �li��G� Ur� �a-� � Design Review Board � ACTIO IV FO RM � �� Department of Community Development �(}j��j;�? (}I' j,' j�� 75 South Frontage Road, Vail, Colorado 81657 u k Y' Y U C Y C7 tel : 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: TOV KIOSK CHANGE TO APPROVE DRB Number: DRB050015 Project Description: TOV PUBLIC INFORMATION KIOSK-ADD A THIRD KIOSK @ VISTA BAHN PLAZA Participants: OWNER VAIL COLORADO MUNICIPAL BLDG01/21/2005 Phone: 75 S FRONTAGE RD � VAIL CO 81657 License: APPLICANT TOWN OF V,4IL O1/21/Z005 Phone: 970-479-2100 75 S FRONTAGE RD VAIL, CO 81657 License: 463-B CONTRACT�OR TOWN OF VAIL O1/21/2005 Phone: 970-479-2100 75 S FRONTAGE RD VAIL, CO 81657 License: 463-B Project Address: 75 S FRONTAGE RD WEST VAIL Location: VISTA BAHN PLAZA Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: kiosk shall comply with program Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: APPROVED Date of Approval: 01/25/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 �• _ ..�.� _�__ _._a,.�._.,, �� ° Sign �p�l�ca�a�� fo� ��sis�� R�e�ie�► $� ��RS'� 3 i- �, t ��k. . °�,f� �;��s - Department of Community Development r: :^-+�°��e.° � TOT�]� ,�(� i,,�1rr � 75 South Frontage Road, Vail, Colorado 81657 V'VtY VF Yll1L tel: 970.479.2139 fax: 970.479.2452 web: www.vaiigov.com � �c�i �' °'i � F 3 r� I<�°�5�� u.f � � s-I� I�G�cn `� � �� General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a bui{ding permit is issued and construction commences within one year of the approval. Description ofthe Request: �� -�-n�(^^ti'�o^ ��'osk - U�- (S �� '1°^ v��" r ZN`{ w w( �- ir� v. S`� ✓t G`� o,-, r n(�/ .�-i ti-'f't �a.. Location of the Proposal: Lot: Block: Subdivision: V A �� oNs I� �a-'� �or s Physical Address: Parce! No.: 2 I o 1� �`( nn Oo 3 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): Mailing Address: Owner(s) Signature(s): Name of Appficant: Mailing Address: ! U W'1 a� v(.�'' I 7S S� �a,,+—,�9z ►�1 . J w,. �-- !%a. i Phone: �f `1 % - 2! / f Phone: E-mail Address: _Fax:_ Type of Review and Fee: ❑ �igns ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) � Changes to Approved Plans ❑ Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Offi�e Use Only: �,--� � � � ,� � .� Fee Paid: -~'`�� Check No.: By: � Meeting Date: Z, -2 -O.S DRB No • �,�, C'3�� Planner: s' � Project No.: �' _ i _ �_. r � �. �� E � �_ ) " , � ,� e ` �x�� TO�I OF ti'�IL . SIJBMITTAL REQUIREMENTS General Information This application is for any sign that is located within the Town of Vail. Specific requirements are available from the Department of Community Development. I. SUBMITTAL REQUIREMENTS � A. Name of Business: � ��n �� Q � � B. Building name and physical address• �A �� NIu n,'��'�>a � aUi � d' ^� � s s• �ar.%��.� 1z� • C. Written approval from condominium association, landlord, and joint owner, if applicable. D. Type of sign (check all that apply): QFreestanding Sign ❑ Buiiding Identification OWall Sign ❑ Mural OHanging / Projecting Sign ❑ Window Sign ODisplay Box ❑ Sign Program �Daily Special Board ❑ Gas Filied/Fiber Optic OJoint Directory Sign ❑ Temporary Sign �Subdivision Entrance Sign � Other K i o51� E. Number of signs proposed: Number of signs existing: F. Sign message: G. Sign and lettering dimensions for each proposed sign (attach a colored scaled schematic drawing @ ya�� = 1�): H. Length of business frontage: I. Height of sign(s) from grade: J. Sign Location (attach a site plan and an elevation drawing or a photograph clearly indicating the proposed location of sign(s)): K. Materials and colors of sign (attach samples): L. Sign lighting plan: ❑ Indicate type, location and number of fixtures. ❑ Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. M. Drawings showing how and where the sign or awning will attach to the buiiding and how the awning wiil be constructed. N. The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. I have raad a�d understand the above listed submittal requirements: Project Contrac Date Signed I`�- I' �� JU�IN ELL 160 ❑ABCSCHOOI �49 �LEARNING TREE 129 �A RESU8DIV. LOT D AIL ViLLAGE �ILING 2 PARCEL B SPRADDLECREEK RANCH 1 SpFZADDLE CF;EEi< ESTA7E5 &USDIVI510I� �x �azs 5 1085 �� 4 109d \ G IO6i 3 �oaz .p,L 2 � 1058 1 �oze iz 13�5 �� zse / �5 �o � 131d �280 7 ��ie ""�--� g \ �229 8 971 Police 8 � L14 � � Toan OfFcas TRACT C 5. j 75 TRACT A 5�� « RDAD ��l�rq�F RD yyEST INTERSTATE 70 � Wastar � Bank '/SCORPIO . 0.2 108 D � � Skaa Chateau at Vail Alpina ^� o„z.�.,,,,,,�„ House ALPHORN 9q-C - Standar � ATEWA F D-2 D-2 pg 4� �3 9A � 12 '"DON� °R�� VAIL VILL.AG 28 N yail VOlage in� fILING 2 � � '- , 3 z . Ho�iday o�p i 142 �62 � �ZZ � H gg e� a �� 100 5D ' ChOSSROA05 - �43 SD � VAiL VILLfaGE Ft IfyG 1 � �- �3 � I I I Trans ortation � eZ I H � ARCAOE I I LOT P �T P, P Parking Lot ,M az �s —' 14� °241 ` r`a°' e-� VAIL VILLAGE FIL(NG 4 Vail Fire �T"'E^°��RivE VAIL VILLAGE F1LIfJG 1 � �- �e L 62 Talisman �� TRACT B Condos Bz Swiss 5 Viila �ST ; SONNENALP , �- �..�halet � Village Cenfar �T�"��W DRNE 7 oloart� Conina BAN ,%= '� ,Tract N-l-- � -� LOT K �stria Haus 400 37 36 A _� %}---' ��.Tractk(,L ` 120 SE 242 Mounlain zz BaLaria-� 126 Haus �g Comico \ I G \ . Vaif Mountain Mollo 153 �y3 �� Housa� SE o ZBZ Lodga Park 724 Vail I20 I 352 1 qq2 I Chapol� � 1°O�- �' T ct I-A Creak C Tract e-C � The Wren t� 28 ho3se Ede - � 5B sida � .p' � � 50D � 2 83 weis 4 � 22 F � f e, `1 -� UNPLATTED INTERSTATE 70 (NOT IN T.O V.) 3� y .. e.i G , � < � _.�°"a,.,,, _. -. �. "_'. '.�.. 26 ., 84. ,,. . . . . .. W ._ 2 . /7' � 123� ••k�Dw,r �) il� 1 - 3h -� � fi3 - �03 S�czmark ,�� . _-�,,,,�,�,.,, .-_. � � �'� 5 �oi a � m zoi � .�� F � R�.,l; 1 's,, ^ �c 7�iu} I � 185 � .:�1.. ..q 75 '165 30 43 TRAC 6 183 1�GOFiECRFF.KDR -`� -� .ia'. :. �.,/�33/ �. I a°O��__ 'I15 95 33 34 35 WILLOW RThe �� Rid a Cha�Palie Ncada 511 F � D , � 5A � Co30 �ryVali� lalm � 43 3 � i�/�g 9�J a d� .. CHI�GREJS PARn. . . .',-_._��_ .�,_ _ . , ._ .� . . ... ,_ .. .. .. - . . :... .._ g g �7FORE�T d5 14 9 Willows Wo9t 225 � �- � drJn 53—� � TE IS COURTS � �86 166 6 R�� 8 114 613 /�B C 5C H' m G J K J a� �� 5 �� ----J� ' S80 � 146 5 74 174 g � l, g0 360 365.iRp Seasons i I`.—_--- �26 3 Riva Ridg K N ;� � ppNC Ram's I��----rrr �------------- J ya� Sou Lodga at Vail � y Tivoli Hom 8 ❑ 9P. gq 7 q 2 R�AD 3 C� Chrisliania - 38f d3A %-- � � 35 27 P-1 � Tract � �s> >a� �z� �m e� H a� �s �q �oaAerowa.� zg c ,ss�; ��D E ais 0 t F-z � FORD PARK 'I6 r�____ A J � �� - - ,��,� -��,. t�=. ry'�� I- ' Zpp� 24d A y° j' Tract F-1 i4 MANOR VAIL rt, TRACT E �PARCEL C �r� `__ __ _ ��' ' `� � � A 0 8 C 7 �J FI VI�LARMPAVILLEONER �"-va,.�._BACKLEDGE ROAO....._ �..s.__ fY (�—� VA1L VILLAGE FILING 1 .�W,� p�'�A�� 3�� , as�— p�SIGN REVIEUV �o��-;b„ � ; ..�;�.FF APPROVAt v;y� �G�,�. l�l•v— .. p� P1'.o�� b ` u S a � . �- � C ',2.� � _ _ _...�� c��l�,�u,i�esa� 5 �_ Z�-OS ^,� - �: . 4� 595 I 3A �� .+ 1 315 305 303 `+'� 1 VAIL VILLAGE �!LlNG 5 � �0 ATURE GENTER 325 7 � MANOR VAIL `�'�� 801 , �g A88C . 5 6 302 ` 395 � Goldan Peak 595 �} � i/ vP" `�yqp�� q 3� 304 ' 1 sza 1L VI� AG�_ 458 � vP� 2� 18 � M' 332 FIUi -�{�` 385 Trnct P MANORnV 8 8 C .� 820 ia «�REEKC �Z 36�� 17 f �1 595 ' �� SOCCER FIELD R � 975 I 498j ki Ciub Vajl 7ract a Lot A �3 u Tract B ^�m A 335 �4 " �5 � �` 3ss � VAIL VILLf�GE FILING 7 98 '�; �, Pinas dol � � 353 3G TRACi B � ---�Norte ___ ' q,%� � C_'_J � B �. `> '� Vr',�L VILLAGE FILING 7 � 596RACECITY p��OS vEl. NORi'E Northwoods �� f saa o E � _ �'.! ry ,�,� � \ ��, "e_"✓ ts �4_�3'F1-`� � Paye 10 � , , �y . . . . . . _. . . .. . . . ... _"�_._ __:.- _ . . . . . . . .. .. � . ..,,.,q` ._.___ ' . . . ... . . . ......... .. ...... ..__""_. ..___ . . . .. _.._.: . _ , .. �.-- . . . .. . _ _"__ . .-_ �... .. . . _ . . . . . � . �� a�� Design Review Board ACTION FORM Department of Community Development �T�T� 75 South Frontage Road, Vail, Colorado 81657 �"Q��j Q�` �� 1 tel: 970.479.2139 fax: 970.479.2452 web: www•ci.vail.co.us Project Name: TOV PUBLIC INFO KIOSK (2) DRB Number: DRB040625 Project Description: TOV public information kiosks: triangular wood construction W�eh roofinBillion Dollar Renewa information (see attached description), weighted bottom, copp 9 Participants: OWNER VAIL COLORADO MUNICIPAL BLDG12/22/2004 75 S FRONTAGE RD VAIL CO 81657 License: qppLICANT VAIL COLORADO MUNICIPAL BLDG12/22/2004 75 S FRONTAGE RD VAIL CO 81657 License: Phone: Phone: Project Address: 75 S FRONTAGE RD WEST VAIL Location: VAIL VILLAGE/LIONSHEAD Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: See conditions Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 12/23/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town o Vail staff and/or the appropriate review committee(s). Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 ear following the date Approval of this project shall lapse and become void one (1) y of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006851 The applicant shall ensure that kiosks are constantly maintained and free of any/all materials and/or postings not a part of the initial sign approval . Entry: 12/23/2004 By: ee Action: AP Cond: CON0006852 Lighting shall not be a part of this approval (attached to or directed at the kiosk) Entry: 12/23/2004 By: ee Action: AP Cond: CON0006853 The applicant shall ensure that the kiosks remain in an upright position at all times through permanent placement to the ground or concealed and weighted apparatus within the kiosk Entry: 12/23/2004 By: ee Action: AP Planner: Elisabeth Eckel DRB Fee Paid: $56.25 1 r � v� k <� �-e,��" i � £' � . ? �+ +z � g�� : �,�# 1� � �� .. To��v oF v�lL .: �i�ra �ppl�cati�n fc�� eS�� R�'�ie� Department of Community Development 75 South�Frontage Road, Vail, Colorado 81657 � L, �,W� te1:970.479.2139 fax:970.479.2452 web: www.vailgov.com GeneralInformation: lication. Please All projects requiring design review must receive approval prior to submitting a building permit app' refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may aiso need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. I Description of the Request: �� ' ��-�^�''�� ° � K' tls1� " �a' I � �' !'�o� �p `r� �e n C — l��S `�t� � % � �� L - ' �- � ";�� ✓' � Location of the Proposai: Lot: Block: Subdivision: '�''� ��' Physical Address: 2 I� I 4�� a� �� 5 Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Parce! No.: � Zoning: Name(s) of Owner(s): � a��^ o� �a �� + Mailing Address: Owner(s) Signature(s): Name of Applican#: Mailing Address: E-mail Address: "15 S . F�a �.-�.� c � Type of Review and Fee: � Signs ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) I� ❑ Changes to Approved Plans ❑ Separation Request U� � � .� No Fee $650 $300 $250 $20 $20 No Fee Phone: �I �1� ' 2-I fS F�hone: Fax: Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes Z50 additions & interior conversions). For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans already approved by Planning Staff or the Design Review Board. For Office Use Only: d Ci ��'[,�--.�, Fee Paid: ._____-T ;, � S'� No.:__-. BY� . m �.•a DRB No.: Meeting Date: ' project No.. ..= /"' Planner. �' i � 3�' �`Y';�.i5 � 4 �� n � a" 1 �i 3 ,� T0� i OF ti'�II, ��.� SUBMITTAL REQUIREMENTS General Informatipn This application is for any sign that is located within the Town of Vail. Specific requirements are available from t e Department of Community Development. I, SUBMITTAL REQUIREMENTS q, Name of Business: �0 � h a� v a I' g, Building name and physical address� 1 S 5. �o ✓�-f'd � C�• — �, Written approval from condominium association, landlord, and joint owner, if applicable. D. Type of sign (check all that apply): �€reestanding Sign �Wali Sign ❑Hanging / Projecting Sign ODisplay Box ❑Daily Special Board ❑Joint Directory Sign ❑Subdivision Entrance Sign ❑ Building Identification ❑ Mural ❑ Window Sign ❑ Sign Program ❑ Gas Filled/Fiber Optic ❑ Temporary Sign ❑ Other E, Number of signs proposed: 2— Number of signs existing: N_ � F. Sign message: SZC ef�-�'w� �G �, Sign and lettering dimensions for each proposed sign (attach a colored scaled schematic drawing @ ,�4„= 1,�: Set EXa� ��- � H. Length of business frontage: N� I, Height of sign(s) from grade: g ft• ). Sign Location (altach a site plan and an^e�l'e�v�tion drawing or a photograph clearly indicating the proposed location of sign(s)): See K, Materials and colors of sign (attach samples): See s� `"'� ��' — �, Sign lighting pian: N Q ❑ Indicate rype, location and number of fixtures. ❑ Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. M, Drawings showing how and where the sign or awning will attach to the buiiding and how the awning will be constructed. N, The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposai is not dearly indicated. I have raad and understand the above listed submittal requirsments: Project Name: �u � � 1 G.1J�T"�Mr-�"'10 n//� S k�j �-- _ � � Contractor Signature Date Signed � Z- Z Z- O , . � r ��,g„ � � . .q n a �•rT j' �� . . �-�� - � _ � �:� '�"'`�� . �� TO�UN OF� V�I� � � JOINT PRO�'ERTY OWNER 1NJRITTEN APPROVAL LETTER I, (print name) , a joint owner of property located at (address/legal , description) provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be compieted at the address noted above. I understand that the proposed improvements include: � � I further understand that minor modifications may be made to the plans over the course of the review process to ensure compiiance with the Town's appiicable codes and regulations. (Signature) Page 2 of 4/04/28/04 (Date) ; N. The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a pr'oject wili comply with Design Guidelines or if the intent of the proposal is not ciearly indicated. NOTES TO ALL APPLICAMTS Time Requirements The Design Review Board meets on the lst and 3rd Wednesdays of each month. A complete application form and all accompanying material must be accepted by the Community Development Department prior to application deadlines. A schedule of DRB meetings and associated application deadlines may be found on the World Wide Web at nr� ' ci vail co us/commdev/planninq/drb/meetinqs/default.htm Review Criteria The proposal wiil be reviewed for compliance with the Design Guidelines as set forth in Title 12 (Zoning Regulations) and Title 14 (Development Standards) of the Town of Vail Municipal Code. Desiqn Review Board Meetinq Requiremenfs For new construction and additions, the applicant must stake and tape the project site to indicate property lines, proposed buildings and building corners. All trees to be removed must be taped. The appiicant must ensure that staking done during the winter is not buried by snow. All site tapings and staking must be completed prior to the day of the DRB meeting. The applicant, or their representative, shall be present at the Design Review Board Hearing. Applicants who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB agenda until such time as the item has been republished. If the DRB approves the application with conditions or modifications, all conditions of approval must be resolved prior to the issuance of a building permit. Staff Ap�roval The Administrator (a member of the planning staf� may review and approve Design Review applications, approve with certain modifications, deny the application, or refer the application to the Design Review Board for a decision. Ali staff approvals are reviewed by the Design Review Board and any stafF decision is subject to final approval by the DRB. Page 4 of 4/04/28/04 . , � �� h�� 1� ro�rn oF y� { H01�1 DID 1M'� RATE WiTH YOU? Town of Vaii Survey Gommunity De��elopment De�artme�t Russe!{ �orrest, Dire�or, (970) 479-2139 Check all that appiies. 1. Which Departrnent(s) did you contact? _ Building Environmental Housing Admin Planning DRB PEC 2. Was your initial contact wiih our staff immediate siow or no one avaiiable � 3. If you were required �o wait, how long was it before you were heiped? � � � 4. Was your.project revie�Ned on a t�mely basis? Yes 1 No If no, why not? 5. V�/as this your first time to file a DRB app PEC app Bldg Permit N/A ; 6. Please rate the performance of the sta� person who assisted you: 5 4 3 2 1 Name: (knowledge; responsiveness, availa�iii'ry) 7. Overafl efrectiveness of the Front Service Counter. 5 4 3 2 1 8. What is the best time of day Tor you to use the Front Service Counter? 9. Any comme�ts you have which wQUfd aifow .us to better serve you next time? _ t hank you for talcing the time to comolete this survey. V�le are committed to improving our SeNice. EOP 69.69 EX CUNC � � �N�� 69.61 EX CONC )P 't�"t�--- _. 1�� C1iP 1Mf � ELEV: � :. ��0 �_� ` �..' 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' _ . . �c � _ 6" ---. � - � � 6" ��"5�� t �%z� /�� ' � t � r� � e { � � � TOV1/N O F �IAI L , CONSTRUCI(O�J KIOSK ��r5io4 d�]. 002 � �' , • Request for Public Information Signs & Temporary Site Development Signs Regarding Vail's Billion Dollar Renewal For Use Dec. 23, 2004 to April 18, 2005 Submitted to Town of Vail Community Development Department 12-13-04 Purpose During the spring and fall shoulder seasons of 2004, the Town of Vail embarked on the largest capital improvement program in its history. The Village Streetscape improvements are a multi-year construction effort, representing one of the first visible components of Vail's Billion Dollar Renewal program, a combination of public and private improvements that will be taking place over the next four years. While the town has received accolades for its one-on-one construction mitigation efforts, there have been complaints that related construction signage has not been in keeping with Vail's high quality image, that information has been lacking in telling the story of Vail's Billion Dollar Renewal, and visitors have been confused as to whether Vail will be capable of being "open for business" during the duration of the renewal. In fact, there were examples of visitors who told us some of their friends or relatives opted to stay home this past summer due to the perception that Vail was "all torn up." The purpose of this proposal is: • to create a family of public information signs to tell the larger story of Vail's unprecedented renewal to create interest and excitement • announce the renewal's ongoing progress • demonstrate Vail's commitment to provide an exceptional experience while the renewal is underway. To that end, the Town of Vail Public Information Office has launched a construction branding campaign under the moniker, "Vail's Billion Dollar Renewal." This campaign creates an umbrella for representing all redevelopment projects across the resort community, including the Vail Resorts projects inspired by the New Dawn. In addition to a web site, printed ads, a video, email updates and other communications outlets, the Town of Vail Public Information Office is proposing consideration of a series of informational signs to introduce the campaign to Vail's winter visitors. The proposed signs are described below: Information Kiosk (3-sided) The information kiosk is proposed to be placed in the following locations, per approval by the Community Development Department, Design Review Board, Design Review Team and Vail Resorts: • Covered Bridge (replacing kiosk in use during past construction season) • Village Lift Ticket OfficeNista Bahn ski yard area (requires VRI approval) • LionsHead Bus Stop • LionsHead Lift Ticket Office/ski yard area (requires VRI approval) The Public Information Office will work with Vail Resorts Development Company to incorporate Vail's New Dawn into the LionsHead kiosks. To address vandalism, a supply of reserve panels will be produced for immediate replacement. In addition, the town's Public Information Officer will conduct regular maintenance inspections. A drawing and 3-dimensional sample are included within this proposal. Temporary Site Development Signs What's proposed under this category is a blending of the public information sign and the temporary site development sign. In this case, the Billion Dollar Renewal logo would . � � L introduce each project in a standardized way via artist rendering, project name, building permit number, contact information (including name and phone number for emergency contact) and completion date. Physical address and web site address are optional. A brief description of the project would be allowed, so long as the description is factual and not a marketing presentation. These signs would not exceed 20 sq. ft. with a horizontal dimension no greater than 10 feet. The top of the sign would be no higher than 8 ft. from grade. Only one of these signs would be allowed per site (replacing any other temporary site development sign) and the sign artwork would be produced by Spark Creative. Each c;;�struction project would be given the opportunity to participate. Any construction �r�ject receiving a building permit from the town would be eligible. The Town of Vail Public Information Office would solicit participation. The cost for each sign would be borne by the individual project, estimated at $40 per lineal foot. The signs are designed to hang on construction fencing, where applicable. When fencing options are not available, such as the Children's Fountain area, the Public Information Office will seek permission from private property owners to place a site development sign within a planter. The planter sign would be limited to 6 sq. ft. in size, two-sided, mounted on a 4 x 4 post. In each case, materials from the kiosk will be repeated in the site development signs. Sample artwork is attached. Location examples include: • Children's Fountain • Vail Plaza Hotel • Tivoli Lodge • One Willow Bridge Road • Vail Mountain Lodge • Gore Creek Townhomes • Founder's Park and Parking Garage • Pirate Ship Park Reuse of Signs It is envisioned the structure supports for the kiosks and planter signs will be durable enough to be reused for other purposes, such as special events, once the primary purpose has been fulfilled. Poster To compliment the materials listed above, a poster would be sized to be useci �n the following locations: • Vail Village & LionsHead Visitor Centers windows • Vail Chamber & Business Assn. window • Checkpoint Charlie window • Vail Resorts Development Company Vision Center • Parking Structure Exit Booths •"What's Happening" sign posts (when not in use) • Lift ticket window • Vail Municipal Building Bulletin Board Schedule The Town of Vail Public Information Office proposes to install the kiosks and temporary site development signs no later than Dec. 23, 2004. A fourth component of the Billion Dollar Renewal signs will be presented to the Community Development Department in March in preparation for the spring construction season. These signs will address circ+:�sstG�i;;�s when p�. astrian access to businesses is altered due to construction. Attachments Kiosk scale drawing Kiosk 3-dimensional model Kiosk Actual Size Panel Temporary Site Development Sign Actual Size Example Temporary Site Development Sign Illustration of Public & Private Project Coordination Respectfully submitted, 12-13-04 Town of Vail Public Information Office Suzanne Silverthorn, 479-2115 + . t 4 Vail's Billion Dollar Renewal Signage � Type information�Kiosk � --- Fieviewing Staff, DRB, DR f, ! Enfities Vail Resorts Size Pre-determined 3 dimensional � � ��;� structure �. Location ' Children's Fountain, East side �"_�"'' �� Lionshead Arcade Al/owed lnformation General information regarding Vail's Billion Dollar Renewal, including logos (non- advertising) and pictures Duration of TBD posting Temporary Site' Development ' Si n --�---- ------- Staif Maximum: Maximum (w/in 36" x 53" planter): 36" x 53", two sided and mounted on a 4x4 To be hung on construction fencing . . . . TBD In the absence of construction fencing, permission shall be obtained from private property owners to place a SDS within a planter Artist rendering Project name Building permit number Contact information (name and phone number) Proposed completion date Physical address Website address Brief factual description of the proiect � ? Vail Village and Lionshead visitors centers, Vail Chamber, Checkpoint Charlie, VRDC Vision Center, Parking Structures, "What's Happening" locations, Ticket windows, Muni Building General information regarding Vail's Billion Dollar Renewal, including logos (non- advertising) and pictures TBD * No lighting proposals of any kind shall be included in the above-referenced sign applications � ��.�r��rarrr r��v��s.��-� l�'1 vr� tcc��-t ��` I ��l ,�.._. ��+�� v►i�� +��d �+�� .� i�ep�r�trn�r�t �f ��m�n�r�ity ��v�lc�pm��at 75 SautFr �r€��tag� Rc�adt �dail, ��alora€�� 81657 t�i: 9iii.4e�9.21�9 fax; 9iU.�i9.�452 �nr�b: rnr�rw.v�i�gav:��ra� Project Name: WESTHAVEN DR BRIDGE LANDSCAPE Project Description: CHANGE TO APPROVED PLANS (LANDSCAPING) Participants: DRB Number: DRB060214 OWNER TOWN OF VAIL 06/05/2006 C/0 FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT LONCO INC. C/0 STEVE BANKS 06/05/2006 1700 BROADWAY SUITE 800 DENVER CO 80290 Project Address: Phone:303-620-0098 Location: 1400 WESTHAVEN Legal Description: Lot: Block: Subdivision: GLEN LYON SUBDIVISION Parcel Number: 2103-121-0001-0 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 06/07/2006 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid• $20.00 __. ��. �. i I�� Vi Yt�' � Changes To The Approved Plans Application f+�r De�ign Revi�w Uepariment of Gorrmmunity Deve9aprtr�r�t 75 South Frs�ntage Road, Vaif, Colorad� 81657 iek 970. �79.2128 fax: 970.479.2�52 web: www.vailc�r�v.com General Infarmation: A!l �Sr��j�cts r�quiring desigrt review must receave apprt�v�l pri�r Cc su�mit�ir��g a buiirling pe,mit ap�?licaCion, �lez�5e� rcfer to ihe submittal requiremenks for the �+artic�i�ar a��roval that is request�d. An appiication far Design Reviev� cannot be �ce��ted unkil all req�iired informatia�i is recE:ivec3 �y the C:ornmunity Development Qepartment. Th� project may also need to be r�v�c�weci by tl�� 7c�wn C.ouncil andJor the PI�r7ning and Errvironmentai L"ommission. �sign review approval lapses unless a building permit is issued and construction commences within ane year of the approvat. Description of the Request. ..genia�tal_.�f .one_�l�__C�.tt�n�ttaosl _.tr.ee � th� Nnrth��i- carr�er of the We_sthave Brive Bri_dge__to fac�li_tate construciion nf previausly approved pi�n5. �.ocation of the Praposal: Lat: Black: Subdivision: Gl..�rt L�atx St,tJa.d� v i�'i.ata Physical Address: _1400_ Westhave Dr� v��. Parcel No.: 2103-121-0001-0 _(�entact Eagie Co. Ass�ssor at 97U�328-�64C� for parce{ no.) Zoning: Name(s) o# owner(s}: _ Town of Vai 1 . _ Maiiing Address: __..__.. . _ _____ _ w ___ ��Q��: _ t7wner(s) Signature(s}: . NameofApplicant: LONCO, Inc. c!o 5teve Banks Mai�ing �tdar�ss: ._1ZO� Br.Q�d��,y,. 5ui.t� $�4__.[l��r,.....G�.��_._ _ .__ Phanes 303--5�0-0098 _._.�_ M__.__....---___ ______. _-----.� .....___ �-mail �,ddress: sbanks@1 onco. com Fax:303-S2Q-9397 Type of Review and �+ee: y��( �han�es to Approued P{ans Submittai Requireme�ts: � � ` �?0 F�r� revisions to g�ian� alr�eady ��prove� by Planr�ing 4taff r�r the � C7esign �evi£w Boa��d. 3 Sets of Plans Adciressing Praject Char�ges �ignature af Homeo�vr�er(s) or Association For Ctffice Use Oniy,;,. �`ee: �'�ici: � Check Nc�.: � P+leetina D�te: L "J � � �idnil�f: �Y� _. ___._ - v _.._..�. _ . _ DRS Nc� :_._� �� ... �..._�_ Pi(3}P.Ct NO.: � �...�.._, _� � � � . . F:tcdevt�OR�1S\Permirs�Planning�(�F381dnc �han9e_tc,....a{a`+�rc�v�d..��lansw_�_..1��9�__O5-11-2GGo.riac . . . _ I.�4�, � Lk.. .�.i. . .. - �� . !;�:.. ;?:I._,. ,.��. '.L'.:�. ..� � �;�:r, , �t�il.��.l:t. .. � - ' �.;.' ,�, i �'}I.f'c� ----------... ' � _.....--_.... _____... � --�---�-- ".. , ; L�C'd!, ~t'�iti ��✓Yt�T,I(>n Cic �t1V11"Qt1tTlr,'t:�<�i (.:C Y1�UICIYiG) :'f't"`rii;%e:� �IYlr..'t� ��E:� June I,'_!)!16 � Trnvn ��f Vail Derartment of Ccrmmunit�- C}e�elc�pment 75 South Fr�mta�c R��ad Vaii, CU Klfi57 A[tn: Bill Gibs��n, AlC!' �l�c��ti•n I'laitner Subject: Ca�cade Vi(la��e R�tetr��p��litan C)istrict Westhaven Dri��e Brid�e lm�rc�vcment; Request fi��r Chan��e t�� Appre>��ed Plnn; l)car Rill, In c,rdca� t�� aaosu-uct tf�e prc��inu�l� a�prov�:d imProvements t�� thc @Vcsihaven F3ri�i�e (DRR Nurnhcr: DRB1151?3;f)J. it ti�ill he ncc�cs�ury t� rcnu�ve a ei�tt��i�wcx�d trec: th�at �ti��s nc�t ineluded ir► ��ur c�ri��inal a�plieati�m. 1 hati�e att�icheci an ap�licatic�n i'or `.Ci1an<��ti tc� the Aprrc�ved f'lan�" alc�n� u�ith a rcvitied drau�irig inciic<<ting thc lree tivc �v��ulii iikr. t�� rcmove. Vb`c understanci that thc UFZB �u,iy rec�uire, av a c<mditi�m ��f a��rnva! 01 this chan�e, �lanting ��f tit�me �ther trees a[ an+ilher li�cati�,r7. � We ��uld like t�.� h�ive the DRt3 revie�� this rcque�t at the eui-licst �ipp�-�rtunity. lf ynu have un}� yuestions, plea�z teel free t�� :�ive rne a call. Sin er� . � r, Stcven C'. $�tnk�. P.E. Princi�al Att��chin�nt: Applicatit�n fi�r Dcsi��n Kcvicw -- Chan�>es ti� ,lpprt�vc�1 Plans Revi.c� Diaw�in_r WCO� R-I cc: l��n R1achl<<chlan —C��ticade �'illa��e R1eU'��p�litan Distriet F:CDOiiP(15110-C;i>iadr VillugciccHre.�,ndcniel��ib��,nU��i)Il1ri_dnc _ �. , � .,. � . _._ • ,. • �_a , , • .. , ,,,. ., �„� E � 8 �,.,.� , ,. Bill Gibson -�iE Tree Mitigation Pa�e 1 From: "MacLachlan, Don" <DMacLachlan�DestinationHotels.com> To: "Gregg Barrie" <GBarrie@vailgov.com>, <sbanks@Lonco.com>, "Bill Gibson" <BGibson@vailgov.com> Date: 06/06/2006 5:46:48 PM Subject: RE: Tree Mitigation I am good with all this. -----Original Message----- From: Gregg Barrie [mailto:GBarrie@vailgov.com] Sent: Tuesday, June 06, 2006 9:06 AM To: MacLachlan, Don; sbanks@Lonco.com; Bill Gibson Cc: Chad Salli Subject: Tree Mitigation Gentlemen, Regarding the removal of the 18" cottonwood at the northeast corner of the Westhaven Drive Bridge, I would recommend the following as a mitigation plan based on conversations with Chad and Don: 1. PW recommends the installation of five (5) 2" caliper aspens AND three (3) #5 Isanti Dogwood (Cornus stolonifera'Isanti' )shrubs in addition to the six (6) aspens previously approved for the southeast corner of the bridge. 2. The dogwoods will be planted in the location of the existing cottonwood at the corner of the bridge. 3. The location of the aspens shall be determined by Cascade however they should be planted in the general vicinity of the bridge. Recommendations include the north east corner of the Westhaven Cir/Greenhill Ct intersection, the hillside along the western edge of Westhaven Drive, or the entrance to the Millrace Condominiums. Final location to be approved by appropriate property owners and town staff. 4. The Town will install a sleeve beneath the bike path in the vicinity of the dogwoods, and Cascade will extend irrigation from Millrace to the new plants. 5. Irrigation for the new aspens to be determined with their location. Comments and suggestions are welcome... Gregg Gregg Barrie Landscape Architect Town of Vail Phone: 970-479-2337 Fax: 970-479-2166 email: gbarrie@vailgov.com ... ,_ ., . .. , ... .. �, . ... : �, . Bill Gibson -�iE: Tree Mitigation ,. . a.....: : Page 2=. CC: "Chad Saili" <CSalli@vailgov.com> .>•. r.,. , - .. ..__.. _....._.._..... ......._._ � _._..� ._....._. .._ ._ __..,...,,.. �lY`I�: `�`�,?�.t".dC�°;i...tc�', :i'�ti.,�t':'I"!,c�.ii%Yi vc �P`3�:'"i✓!i[��'°11.r.,� t.;<f3�»�1��3�•111� <.1�'t"'vlt,i,� ,..�?.:t, �:�'i',rG� .�11i1t.', �, ?(}{)�} ��tl�74�'I7 (i�\ Vi�l� L��.�s�rtm��t c-�fC'<3m��nit�° �3e.�<eic��n�ent 7�i `�€rut�� ":r��ataw� T�c�aci 4,ti1. CU � 1 t�r�7 �,t:tn: E3ii6 C.�ib��ta. �'�iCF' �l'f)1�4'TI ��tiflil+:i :Sut�j�:�t. C�asc�i�le �%ii1��F�e ��letrc��c�lit�� I�i:�e.�-i�t � ��;;Li3<t��i� I)ri��° E��ici=F� I��x�?z��,�-:.5��€�m�t:5 �:cc��i��t, f'cn- C`h.it��ta tt� t�,�}�c�a��c� I'i&ii��; I?�:��r E3iii, :A;; i��°i��t��ll�' ��?ic::c� �t� rta}� [c�ticx� c�i` ,it�t�t° 1. ?t.iftfr, ira t��le�' t�} c•��ristc�i�t t�1c: j�rc�4=i�u:�ly a;��rt3vecl it�l�src��'�z��t�E� tt> tttt �`�sC}j��c�r� I�rici+�t� ti:)F�F� ��s�k�ez'. [.7�;�3E)�t)� �i)}, ir ��•iit �� n�c.�sv4try [r, cc��c��=�: �z c��it��niti��c�ci tr�e tF�at w�<�s nc>t i��clu�i�ci i�� 4��r t}ri�ir�� a��iic�ati�-��i. f:)�.ir Jttete l'� �€i1e.r i�7�ltsc�ecl �► rt;�,°iai;c! lz�t�dst°�i�e }�ia�� i��c�ic�:atic�;� t9z�: irc°zx �rc��ac�scd 1`f�r rer��c�v:il. 1€i aticiiti€�t�, ��t`ter �i��c�is4i€�i� �,�tt� "I'c}r,�,•a� �tG�i�f', i�e ar�. ite.rct?�� taiit7�; ��zr z��rc°r �T��«t tc� �?rctr�i�3irr� th� #��Ilt��jin� I��ric�4c�tipc at�iti�,�li�>r�, ir� �aciciiiic�r� �c� thx�t �la�e�t�3y st�c��n �� t}�c: z-��i�c;ci lt�rac�iscap�; �il�et�: I. Irt�t�(latit�st� t�f' {"rv� t�) v`° t�;�li�t.r a��i�n� titt�ci t�lr��: {3;) �� I�t��ti E?ca�u�t��d (� t�a-t�iu� stc33c?rrifera "Csanti' j��r��t�5 ic�. �i�ic:3itit�� t« the: ;��x if� a�pe.��s pr-�r��ir��l� ��rs�ved f��+t• th� s�a�uth�,a�t �;c�rr�� t�t tlse; l�ri��i�t,. � ?. �!'l�c, c�f�=��Tc�E>ti�: l� ili he ��nt�ci in tt�� lt�c:�iic�n c�f il�t, c�isti��, c:t�t'tc�►��»�t:i <�i �1�t: c�{��-�i�r c�f� tY�� ri��'�. �. "I�h�; l«c<�tit�� l �i��: a�,��c�� iBUlf h�: c.iu�cn��ir��,ci �1 ('��:ct��3�. `�'i�l��.��. Trfi�;trc��l�t�tr� Dist.�•i;:•t, a�ith tl�� c�}ra��s��•e.E��;, c�E'Ttxy�� t�ri�f�. "i'��L i��tii�n uiil �� ir thc �e��ir��i1 ��ici��ty� t�t tt�e E,�•i��e. I'c,��i�� lc'Gzitit�t�, it�t;li�ci�� tt��; r�r�r2t�e��t �c5rctc�° c�f The: ��r�;�rl��v�� C°ir/Cxa-t°�s�hiil C'[ ir�tcr::ectit�r�, tl�c;E�i([�itls; 3.tlt�Ei4.� t�s� ��c��.€e1�� d��i. c�f �'��tl�t��t� ll}r i��, f��° ilae e��E�-.�rac< itf t��: liliiira��, C"cr�7cit�n7ii��u�T�s. }�ir�irl l��c:ttit�n tt� �c <��rc��ti hy azt7�?rc��ri��t� ��r��rt� ;�u��°�; �r��i "C«c�� S;t��i'�. �. [t i� �ir��er�;1t��i tl��tt tl�e �I't}�u�� ili in�tGill a sl��e�� c:r�eGitia ti�c �}il;c p4tt�� i€� ih�; v3cir�ity ��[`t(-se iin;��vci�}�i�, �tz��i C`��lt� ti�i3t cxtet�ii irri4�:iia�sat fri�t�� ;�1s1I�-E��•e tt�> C�� 2��i �}lG�nts. T't?.tHl. ;�'i;r<l�lr. ( ,:s�.,a�ic l�iil�t��'.t �r2tt.t�e'€.i+....i�,zsii�i�a. tFa�s��:�;:�5:.l.t.t,,.�41c�c�s�.i:zbnf>��?�(it�tici.dcx � < ...�� , - � . �._ �s,. ___.. . � �_ � . �� +��-�..._�,.._, t,. , _. +., �.,��, _ -. r : . ., . . . . ' . . .�`i. lrri��ctic�r3 ft�r cl�� rt�w a��.��:� ic� be t�ete�'��it�e�ti �it�t ttaeir �c�eali��n. l:#' y�?u i74�v;� z�ny c�u�st.ic�n:�, p(�.��' fc c1 frec t�, a�ive zri� .� call. ,.�-� � -� f ,�E �ir��G��, �� ' +' � ' �' �� -M��w �` ��r� �t��:�1 t�:, ��a��, �.�:: i='ri;��i��il � ��; I:�c�n N��ci�lc�cl�lan —�Gs4e;a�ie 1{ill��;e l��etrc>�ac�litai� I:)i�;trict _. i ; ,�(}f,�'�£"{ �� :1 f* - C'a,� :f�;� G'i3I i; c.4a�natru:t��tn zxcirtatt�i{"s;xmc ,�E�i �.:ra�c c'1� .�u ti,z:��ti �fii( �;�P�-O �i.c{i.� � �� _�� . �� r � g'�� ; Ta�VN �F VAIL � Project Name: Design R�view �oard ACTIO N �O RM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us (�h��a� � !/�i hrupae 3/e�' � DRB Number: DRB040446 Project Description: IMPROVEMENTS AT TIMBER RIDGE BUS STOP. REMOVAL OF EXISTING PLANTER ISLAND, INSTALLATION OF NEW PLANTER ISLAND TO IMPROVE SAFEf`( Participants: OWNER VAIL COLORADO MUNICIPAL BLDG08/30/2004 75 S FRONTAGE RD VAIL CO 81657 License: APPLICANT VAIL COLORADO MUNICIPAL BLDG08/30/2004 75 S FRONTAGE RD VAIL CO 81657 License: Phone: Phone: Project Address: 75 S FRONTAGE RD WESI" VAIL Location: 1280 N. FRONTAGE RD WEST Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 09/02/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this prbject shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. � 45�1 w ,4�Y �� p } ��2rr ,,�'�' ,:; ' ��-.�;� .4 _... �.�:.x�� St��',. t9 .:: TO1��' OF VAIL : ° Il��r��r Exter�o� A��.�ra��ons A��ica�ion for I�esig� Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tei:970.479.2139 fax:970.479.2452 � web: www.vailgov.com ��3r�:��A�4 �.� General Information: All projects �equiring design review must receive approval prior to submitting a building permit appiication. Piease refer to the submittal requirements for the particular approval that is requested. An appiication for Design Review cannot be accepted until ali required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmentai Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: :.H,-��,�:�;.M Y�/✓�� .� i -� � ;,.E. �a� �. � �, Sr> � _ ��-��a �, (_JY' �/AtS�r�.�cx '7L�N'i"S-i? 1-�s�w...t.a . vw/S•rA-..�.4r�r'd6N �` J% %�%Lw f &N"Z-tT �i..f:N D ` . P P t ° �.-lv17�'�{�V i �-�:�ki`"L i�' � Location of the Proposal: Lot: �- r�c �sBlock: Subdivision: Physical Address: 1v��> �'J �r_��,s;��# -�, ;,�J:y ; _ Parcel No.: Z 101 OG� p0 Oo 3(Contact Eagle Co. Assessor at 970-328-8640 for parce! no.) Zoning: Name(s) of Owner(s): +cz... � �� '�, r '�� Mailing Address: Phone: Owner(s) Signature(s): Name ofApplicant: L�N�1s� `?��r Mailing Address: t ��v ��w,.;,,z,., �;� �^�. Y �= � `� 1 � `= � Phone: `l �� !�l��i - �j �'a E-mail Address: �'� �ri; � �, j ,,.,, �;:. Fax: �� }� �' 7-`t- �j �l� Type of Review and Fee: ❑ Signs 0 Conceptual Review 0 New Construction O A tion Minor Alteration (multi-family/commercial) O Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, winnow additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions ta plans afready approved by Planning Staff or the Design Review Board. No Fee For Office Use Only: �' ,,,�—� Fee Paid: - "`— Check (�q : -="'"" By: ' t "� t�leeting Date: ` - �`�`� DRB No.; Planner: - ''Project No.: Page 1 of lZ/04/28/04 �� _ �s :��g,�►.�� _ , g PRIDE � � �� r � .._ I I � I I � I L_ � r--- �__._ u�ea� ,�can�w — — �---- --� � _ f r � � � VAIL 21 J 0 I I ' � � � i� �� ` � � �' � ,� , �� ,� � �, � � � � � � � �. . ,� � _ _ _ _ r�,,�,� .._... . ... _._ `> V,, .__....� � r.._...� `, �� ., � � �-= '� ) ,� �r ` � I .�.a. �� - ;� �Y� �� , � I � . . . r � --- � o... .� � �1:A � ; _ . �,t., . _ �,y.�� .,.. ,�' � . :.�f . __. .. E:n;,�, _..: o� .�-..�._ � �.....�,,.��.. � — 1 r---�'i — . _ 0 �� !/ � / I \ � i i � i u �� I � � I � � �� I � � I ` ` � l. l pNSy \`� - \� E� D – — � , /' ------� � � � /� I � I / i ,i � . 40' /CURB & GUTTER YPE 2 SECTI�N I �� / r� / -,� �� . r.��,,� ��,� � 5" ACC PATCH B� 6" ABC 16' � I> � �;, �<� +�s��W ,F �, � � � �� _. � � � � � � �, , u ; � � �KNJSI�EAD ARCAC��y � n ' � � � '� ��.� � - ,•� '�� • — — r . ( I I �J��. �. — VAIL 21 .,.� � 'i1 �� . ; • �_ �' r � r` '� � � 1�� ♦ : � �� • �� 1 _,_ .,�� ''. ♦ r � Y.� r� � I � I\ ' ' � � �� ' '� �/ %-'�� i� i � i i �`._ � � . � � � i i i i � . i � / i i \ � , i � �/( �� / `"�� t � � �. � �� vry�� R��F I , 6.a�as '",�"'�x i ; ' i � r � � . - ti �r i J� ........,r' � .._.._ � r�r .._,_.........�_.. � � `� l, � ' I i 1 � -. - _.�_�-L.. �_ � � b �° � �� ' `' � � � �`T 1 �� ^------� r �--- ---' � ��y.`–_.__ r-----!_,----� ---- :.._ �.. � I_�.__ ___ ,� /� r / / ' �' � _ � .� .._. � � � • � / � ' / ------, � � , � r / � I I I � � � � � � � � � �� f ! ��7 /I 1 ' . J'- �� - - � �� /��- _ _.._.. ._._. ____ __._ ._. -- � , • � � �� -- � �. , ---6--..... ,,.�� . — -- �.0 / i � i 4,, � ,/ _�� ,,- ,,,�i �� / ' ' / � /� ` � � ��'� �/� ✓.,,�% � �d ... ` �� ,_.._�. , �, _., ._...._..,� � � i ; , d+ i � tti \� �/ � �� -.. ., � - - - I ' / . � .. . � i �` . � �4 �� _. �� /�� J" � . .'� -� _, ,i / �"�� , `'�------ � � ( - � I ��'' . i � I '� �� ✓� �� .� .�� r' � � p :� '; � ,/ / , Z O Q H R O a� No z� a N � NN Y = � m 3 ''' c� U � J � m � � a ,,, LLm o� z~ w � � � a a w 0 CTS CTS CTS OHAWf1C 5/20/04 1 "-10' 2-3 �� , < �h� �. �� ; .,,- �,$;�, �� V� V�"11L <` Project Name: Project Description: Participants: Design Review Board ACTI O N FO RM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us �o�c2S�' �-v� `�ctcQc,� d MINOR ALTERATION r�c�-.3 �� Vyl�'� � DRB Number: DR6040457 OWNER VAIL COLORADO MUNICIPAL BLDG09/03/2004 75 S FRONTAGE RD VAIL CO 8�657 License: APPLICANT MAURIELLO PLANNING GROUP, LL09/03/Z004 PO BOX 1127 AVON CO 81620 License: Phone: Phone: 970-748-0920 Project Address: 75 S FRONTAGE RD WEST VAIL Location: WEST FOREST ROAD BRIDGE Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 09/15/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006682 ,y ' �� ,�-. �_ � � � � ApplicatiQn for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: Paini � S�a wrC. Co � o �/ C� 5 ` Location of the Proposal: Lot:_Block:_ Physical Address: West Forrest Roa� Z�OI Db� 00 pp. Parcel No.: (Contact Eagle Co. Zoning: N/A Name(s) of Owner(s): Town of Vail Subdivision: W Forrest Road Bridge at 970-328-8640 for parcel no.) Mailing Address: 75 S Frontage Road Vail CO 81657 Owner(s) Signature(s): Phone: ��. � � Name of Applicant: Vail Resorts Inc Represented bx Mauriello Planning Group LLC Mailing Address: PO Box 1127 Avon CO 81620 Phone: 970-748-0920 E-mail Address: maurielloC�comcast.net Fax: 970-748-0377 Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New�onstruction ❑ A ition Minor A�teration (multi-family/commercial) ❑ Minor A�teration (single-family/duplex) ❑ Changes to Approved Plans $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. ❑ Separation Request No Fee For Office Use Only: l Fee Paid: - Check No.: BY� �''� �,�'� t_ ' ion Date: y—� 5` O�— DRB No � Planner: Project No.: ��• . r ,�;,:'� ! M��` 1�Nh.. �T •a. . .. . r f Mi2�.'� t� y,�m„r, � 1 � �y�� .! � � ��: r� � ��; ,��R � . 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DvTy iF �{� d �? ..� R' �� V�i 4 an�. �' ��r �� :y� ` . ..ci��q �i'.: { -r t j�R ;N�rIR` g S � ,y� ; � �. �. �1�� "K_ e.;� �` r � �`. � i�. � P�t. ". Design Review Board ACTION FORM ( Department of Communiry Development � '�� '�"�-��\ TOT^]j�j f"�� j]�j (� 75 South Frontage Road, Vail, Colorado 81657 ��` �� 1►�r i r u r 1 u tel : 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us �-"�� \ _ � ��t.iy�.:� C:;� \' c-` � Project Name: MUNICPAL BUILDING RESTAIN DRB Number: DRB040238 Project Description: Participants: RE-STAIN THE WOOD ON MUNICIPAL BUILDING TO MATCH EXISTING OWNER VAIL COLORADO MUNICIPAL BLDG06/07/2004 Phone: 75 S FRONTAGE RD VAIL CO 81657 License: APPLICANT TOWN OF VAIL 06/07/2004 Phone: 970-479-2100 75 S FRONTAGE RD VAIL, CO 81657 License: 463-B Project Address: 75 S FRONTAGE RD WEST VAIL Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: SEE CONDITIONS Location: 7 5 S. FRONTAGE RD . Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 06/09/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: Z02 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursueci toward completion. Planner: CLARE SLOAN DRB Fee Paid: $250.00 � QI t �,�:� Application for Design Review R E C E I V E D r � �-"� �" �' �� °� �� j Department of Community Development �� 75 South Frontage Road, Vail, Colorado 81657 '��i T V V!'!V OF Vl1II tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses uniess a building permit is issued and construction commences within one year of the approval. ion of the Request: (.� � � � "�� .1 1 .. c� o� %�U�.�c�vuP Location of the Proposal: Lot: Block: Subdivision: Physical Address: % � � �Y� `1 ��1� � �� ,i Uclti � u `J " Parcel No.: _�� ("} ��, �� (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): l('j t.c,1 v� �`� � �Ct l` � Mailing Address: %�� j� ��; �� `� /'C � (,�J Up� i � Owner(s) Signature(s): Name of Applicant: Mailing Address: _ /'� Z� � �% k �� ~ Phone: � i 9' " �� "7(� E-mail Address: Fax: �7y° �-�� '�G� Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 No Fee $650 $300 $250 $20 $20 No Fee Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans already approved by Planning Staff or the Design Review Board. For Office Use Only: "` j Fee Paid: � Check No.: r By; �pplication Date: ° "a' °e' � DRB No.: Planner: Project No.: Page 1 of 13/11/17/03 � 0 i Building Materials Roof Siding Other Wall Materials Fascia � Soffits Windows Window Trim _ Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls E�erior Lighting Other PROPOSED MATERIALS �pe of Material Color ■ C, _u �� <-- ��7 � �t c�� - � � x � ; i �! C--- Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. ' Page 6 of 13/11/17/03 r z � � �._.,� � �� : . 1� � ___ `�z„� �j1��} ' � j j } 3. j ��} ��! � � }��{ �}F � � �� I � �� ' I a s � i ��i �� %� Y �� a � � ,��:.- � �,: I r{ i` ��.� z �x.c�'f , ` � 7� � ;�#� r ' � �'��" 4 ��,_��`.t . �,_ . �. �� nYi'»3�%��. � hy, r- � = � . � �� '� .,� .� ` $ �� r # �� < <� ;'p�i. �� r�� , � , .,s :'� >�,� , ,: �tz r ..� �'%*z� V` � v �� 1 L� � I w �� 1� �R�` � S r D �� "��IJ� Sf�z`.l�- 3� r i . ,� � �� , � � � � g �� y � °� � � � :� � �= � � � � . �g e �f �3 �� 3 � i � .:i � 7 a � � � �� , ' ' . � � _ ` �`" C_._O C� C� �. � �� ` � � � � � � � � � � � �;. � � j ;�.. ��. _ � � ? �, � � . � � � � � ; � � � � %�� 1 � I'c i� �'�c sT livG-- � �, �h ,`�� , � ..,,;�; �' TO�� QF VAIi� : Project Name: Project Description: Participants: � ,� , �V �a� Design Review Board ACTIO N FO RM Department of Communiry Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vaii.co.us DRB Number: DRB040192 INSTALLATION OF 11N0 4' HIGH (2' BELOW GRADE) TIMBER CRIBBING RETAINING WALLS AROUND TWO NEW FIRE HYDRANTS ON FOREST ROAD ACROSS FROM LOT 20 AND LOT 29 IN CONJUNCTION WITH ERW&SD WATER LINE PROJECT. OWNER EAGLE RIVER WATER AND SANITA05/24/2004 846 FOREST ROAD VAIL CO 81657 License: APPLICANT EAGLE RIVER WATER AND SANITA05/24/2004 846 FOREST ROAD VAIL CO 81657 License: Phone:477-5444 Phone: 477-5444 Project Address: 75 S FRONTAGE RD WEST VAIL Location: Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: SEE CONDITIONS Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: SfAFFAPR Date of Approval: 06/04/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. 0 Cond: CON0006480 THAT THE APPLICANT INSTALL THE PROPOSED RETAINING WALLS IN ACCORDANCE WITH THE PL� DETAILING THE MAXIMUM EXPOSED TIMBER WALL AT 4 FEET. Cond: CON0006481 THAT THE APPLICANT REVEGITATE THE DISTURBED AREAS WITH NATIVE GRASS SEED UPON COMPLEfION OF THE INSTALLATION OF THE PROPOSED RETAINING WALLS. Planner: DRB Fee Paid: $250.00 � , � �;_ � �x�,�t�r '� a��t � ,� �� ." ' '��, 3 ° "�� o��T oF ��IL Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. m of the Request: ! v� S � V1 LA \�? �ac�i l 'v� i :/�Gf Location of the Proposal: Physical Address: Parcel No.: I V (l Zoning: t' l�-Orti Name(s) of Owner(s): Mailing Address: � Owner(s) Signature(s): Name of Applicant: \�a-�=� o Subdivision: . _�:� b� V� i G V1 �+i�A �n f'_.'� � �_ (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) � � 1 �, j ;s-�',�-�— ��.� ��.r� -- ►�c.��S� c�...ssn�--i L��.—L..J F�f �T;r j�4it�- r Ci Z (� — Z� Z� Mailing Address: ``�`�'(Q �,ru�� -��-� �,��; � 11� � �-- Phone• E-mail Address: � �� r:� �� c_.cru; � Fax:� -� 4� � o v�� Type of Review and Fee: ❑ Signs $50 Plus $1.00 per square foot of total sign area. ❑ Conceptual Review No Fee ❑ New Construction $650 For construction of a new building or demo/rebuild. ❑ Addition $300 For an addition where square footage is added to any residential or �Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Office Use qly: � �, � - -� , � Fee Paid: ?.• � Check No.: ��° � � By: � :`� ��e � t � �''' Ap'{icatitfi Date: �.��0 `�' � DRB No.: t�, � Planner: Project No.: �_f''�'"' �� Page 1 of 13/11/17/03 u From: Chad Salli To: Clare Sloan Date: 05/28/2004 8:20:21 AM Subject: Re: Forest Road retaining walls u Thanks, the engineer working on this for the district actually stopped by yesterday and filled me in. The only comment that I have is that they meet the Fire Dept requirements for min clearance around the hydrant for access, which I think is 3 feet. Chad Salli, P.E. Project Engineer Town of Vail - Public Works 970/479-2169 (w) 970/376-2389 (c) 970/479-2166 (f) »> Clare Sloan 05/28/2004 8:14:22 AM »> Hi Chad, FYI - The hydrant locations are across from Lot 20 (address: 285 East Forest Road) and across from Lot 29 (address: 165 East Forest Road). The application only lists lot 20 for location. Thanks! Clare C�� W N s-�+ � — —� STA: 3+86.15 _ � —�� **SERVICE (1) NOT LOCAT�** ' COP _ BRtCK��- �' � `� UE UE G �- (�E- rw n�w--�--� :��,S,Q--s—�--s . .........................� �.� - - ---�� CONST. 8"x6" TEE _ FH ASSEMBLY TEE N 1660237•71 E 2752310.46 FH N 1660221.56 E 2752309.39 STA: 4+12.69 N �N. CAN "i�WN O� VAt�. DESIGN REVIEW ,�` STAFF APPROVAL oATE: ( �� ' �- - v � - �TAFF: �–� - q-- UE=-=' .UE= U�- ^�'�' �vew s—s ,�s—s—s- ��..•� .... .. ..........: ....� - � �� TIMBER WALL 6� HIGH -s-s � TIMBER RET. WALL - SEE DETAIL & NOTES IN SPECIFICATION - PACKAGE--�NSULATION ►�t�1LBE REQUIRED AROUNC ; STORM SEINER LOCAT�IpNDtK � ' � • � • SFiAL�QW PRQP. . ylL. TQ ' . . . . . . . . •. . . �� 5' COVER 8c INSTALL 625� tF . . lNSULATGON PER DETAIL • • . . . . . . . . .• . . . . . . . . . .:. . . . p . . .:. . . . . . . . . .; . . _ �� . ; . : � • • . . . . . . . . . . :. . . � . � . . . . . :. . . . • �- • • •— _�.- . � � : : : � � � ' � � � . .. .....�... ..� ..._._._...._. .._ . o� — — — - ' ao a� . • . � � • • _ �r ,� ' , . . ��> � - • ��z . . .'. . . . . . . . . .'. . . . . . . .: . . �� CONST. 8'`x6" TEE • CONST. 8"x22��Z' BEND ' FH A$SEMBLY • ToP Fi7 s24o.s5 � RISER MAY REQUIRE • ' ; FIELD ADJIiSTMENT ' . • TOP FfT 8241.61 � , • TOP FLANGE 8248.50 ' , . '"i�OWN O� VAt� DESIGN REVIEW , STAFF APPROVAL �ATE: Cv ' � � �� TAFF: �� - 0 � � � ,TA' 10+37 gj I '"`'�._ �BR/CK D. W.� o � GM �- G--� � lY�f �„�� -S—g____S_S--�l ..M` ��e � � � _ BR/CK i D. W. EX. DRAIN INLET � INVERT 8243.5f TIMBER WALL 6' HIGH � � 1l � � "�OWN O� VAt� DESIGN REVIEW f % STAFF APPROVAL /� - (U � DATE: t,�� - �i'AFF: �c� 0 N � � � A 7�� _ � „� � _ .: .: ; .: :.: : .; . �.-�:`'::,: ,_ . �,... ' . ..... . ...... . CpNST� �FH ASSFMB 6 � �EE E' C�,�g6p2g� Y _ FH N 2953.89 86 16 TA �Sos4s° 8i •�9 � � • ' CONST. ; 4" SERVICE CONNECTION ' : . 8"x4" TEE • • ' 4" GA7E VALVE ' . . . . .. . . . . . . . . . .. . . . . . . . 4,,.x90' •B�EPlD • . . • ' 4" Q.I.P. CONNECTIC3N PIPING • ' TOP FIT 8241.45 ' . • CONST. 8"x�" TEE . • FH ASSEMBL`Y . • TOP FIT 8240.16 , . . . . .. . . . . . . . . . .. . . . . . . . . . .TOP� �LQNGE $2'4$.�0. . . . . . . . .. . . . . . . . . . .. . . . . . . ° . .. . . . . . . . . . .. . . . . . . . . • ' � . � • 15" CMP ' : D�PTH GREATER : �� • • THAN 24" • ' ; .i.' . o� � .........:... ... .:........v ....... . • O : �� I I' ; . • I I' : � • ' : . CONST. 8"x11 �/�' BEND . • • 8" GATE VAI.VE • ' � TOP FIT 8240.35 tf) N � .. . . . . . . . . .. . . . . . . . . . . . rn o. . . . . . . . . .. . . . . . . . . INSTALL • _ ¢ °i ' INSULATION ; �� z ; CONST. 8 X11 �/a' BEND . , • TOP FIT 8239.30 ' �OWN O� i�Ali� DESiGN REVIEW STAFF APPROVAL �ATE: �' � " �`� _.,.. �TAFF: � > - DEADMEN PER DETAIL C� EXISTING GRADE BACKWALL OF FH WELL � ELEV. =EDGE OF ROAD + APPROX. 6' BUILD UP SO/LS TD KEEP MAX EXPOSED WALL HEIGHT OF 4' FROM TOP TlMBER TO SURFACE SO/LS-COMPACT TO 90.� SPD FIRE HYDRANTS / MAY REQUIRE RISER EXTENSION-SEE PLAN FOR Fl�NGE HE/GHTS ❑ FH PL UG 4' FROM BACK WALL 5'-7' FROM EDGE OF ASPHALT WALL SHOULD HAI/E A MAX/MUM TOP OF TIMBER TO JNTERIOR SURFACE SDILS HE/GHT OF 4' -HEIGHT NOTED ON PL4NS IS FROM THE TOP T/MBER TO THE GRA I/EL SHOULDER. STANDARD 7� z7� � TIMBERS GRAI/EL � EX/STING SHOULDER ASPHAL T FH RET. WALL STA. 4+ 12. 69 & J0+71.81 �� A��- DESIGN REVIEW �� STAFF APPROVAL �ATE: �c � � � �`i � �TAFF:____A �J , ' ,. ' � � ��`; �� ; r� '?. t <' C � Monroe 8� Newell L.t1nLIleeiS� jIIC. � ;.� STRUCTURAL DETAILS, AND GENERAL NOTES FOR TIMBER RETAINING WALLS FOR FIRE HYDRANTS VAIL, EAGLE COUNTY, COLORADO M&N #5401 Date: August 28, 2001 Prepared By: Vail, Colorado Denver, Colorado Dilion, Coloraao �`�,� � 2007 PLATINUM ' SPONSOR OP piq COLORADO Monroe & PT_--.-„ °--":"ee"° T"^ PO Box 15S Avon, CO E www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 ,,._,.. ,..,. �-,i., _ ,-.�� ir.�n� nin �nc,4 � ,,.�,,,:1. .,.....�.G)ln�i�nrns�_tIPR/PII rnm � PROJECT: EAGLE RIVER WATER AND SANITATfON TIMBER RETAINING WALL M&N #5401 DATE: AUGUST 29, 2001 GENERALNOTES 1. LIVE LOADS USED IN DESIGN: A. WIND 1. BASIC WIND SPEED 80 MPH 2. EXPOSURE B B. EARTHQUAKE C. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 2. TESTING: ZONEI ,:;,,, � A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDlNATION FOR TESTING AS REQUIRED BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH THE PROJECT OWNER, ARCHITECT AND STRUCTURAL ENGINEER. B. IN THE ABSENCE OF OTHER REQUIREMENTS, THE CONTRACTOR SHALL FURNISH INDEPENDENT TESTING OF SOIL COMPACTtON TO THE EXTENT NECESSARY TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTlON DOCUMENTS. 3. FOUNDATIONS: A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE ACTIVE LATERAL SOIL PRESSURES AREAS ASSUMED NOT TO EXCEED 45 #/FT3. PASSIVE SOIL PRESSURES ARE ASSUMED TO BE A MINIMUM OF 250 #/FT3. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL TIMBER WALL BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF TIMBER WALLS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL TIMBER WALLS ARE TO 8E PLACED ON FIRM, UNDISTURSED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF TIMBER WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKF(LL MATERIAL. E. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 4. WOOD: A. ALL TIMBER WALL LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOWS: 0 � 5" i HICK - 5" & WIDER NO. 2 Fb = 900 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. GENERAL: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. g. PROVIDE TREATED LUMBER FOR ALL �NOOD EXPOSED TO THE EARTH. C. PERIMETER DRAINS SHALL BE INSTALLED BEHIND ALL WALLS AND SHALL BE DAYLIGHTED. (RE: SOILS ENGINEER} D. CONERENTOTHAN ASSUMEDYNOT FY ENGENEERIS TIHE OINS�! GNNEER SOHAL�� OER FY THAT DIFF EXISTING SOILS CONDITIONS MATCH ASSUMED ONES. •. JOB � `�'� � \ / ` � ° +-�� c � S' �C i Monroe & 1�f ewell aF Engineers, Inc. sHE�r No. CALCULATED BY � - DATE �—+ � " � � � . 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" 'y �� . .s"" ro7 '�'" � � .rr �,� � S . � ,�t�+�.�'�� , � �� °�"� �` � � s�'�« � `' � � � � ,� `. �, s� � � � � r ,�� o. ��, , � � � �' �� , � ��. �' � .�a �a � � �e �� ' �'�, , � p� r.x �d " ''fi`- 9'aF��`?� h yp ^ z��sa .�` a .�, � •�� _ �,�e,��z n� � < s . .�' '�' �- � s *********************************************�****�***************************************** TOWN OF VAIL, COLORADO Statement ***************************************************************************x:***************x: Statement Number: R040005871 Amount: $250.00 05/24/200412:55 PM Payment Method: Check Init: JS Notation: #31830/EAGLE RIVER WATER & SANITATION DISTRICT ----------------------------------------------------------------------------- Permit No: DRB040192 Type: DRB-Minor Alt,Comm/Multi Parcel No: 210106400003 Site Address: 75 S FRONTAGE RD WEST VAIL Location: E TRC STAIRS TO MTN HAUS ENTRY Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- DR 00100003112200 Description DESIGN REVIEW FEES Current Pmts 250.00 ----------------------------------------------------------------------------- �, � � ,�'� Design Review Board � ACTION FORM , �� "� ' Department of Communiry Development TOi,{�� (}j� �r��r 75 South Frontage Road, Vail, Colorado 81657 YYt� �.fl W 1,� tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Beaver Dam Road Tree Removal DRB Number: DR6030563 Project Description: REMOVE OF TWO EXISTING TREES WHICH WERE DAMAGED BY A CONCREfE TRUCK WHICH SLID OFF OF THE ROAD AND PERMANENTLY DAMAGED. Participants: OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: APPLICANT TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: 12/29/2003 Phone: 12/29/2003 Phone: Project Address: 111 S FRONTAGE RD WEST VAIL IN FRONT OF 483/493 Beaver Dam Rd Legal Description: Lot: Block: Subdivision: Unplatted Parcel Number: 210106400004 Comments: See Conditions Location: Motion By: Second By: vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date �of Approval: 01/09/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). ' Planner: Warren Campbell DRB Fee Paid: $250.00 � �. � ��,. � � � �� , =,E � .. �,�. �� T�1�� OF t''1�1L ,,,""` � Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. � '("/� j,,�i1 u�� ki��s. Description of the Re uest: ��' a� � �'��- � �� `' J �+ ` ��` � Q a L l'� �/'� f) 1 r_ . !'-, ._ .,'�� .1 i ,,'yi 1( i r Location of the Proposal: Lot: Block:. _�� ' I _i_ � ; Subdivision: ��Gt� �' j, � �f i' �' �J!� � ��Llfi /1i.1<� � Physical Address: � �'� �t rr.n � i ' -� , � � � Parcel No.: .-,� ��>� ��, �%�%;��!� ��%� (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): � �� `' � ( Mailing Address: Owner(s) Signature(s): Name of Applicant: Mailing Address: E-mail Address: Type of Review and Fee: ❑ Signs ❑ Conceptual Review � New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans � $50 No Fee $650 $300 $250 $20 $20 r Phone: ; �, Phone: �� j��., -� I �G � Plus $1.00 per square foot of total sign area.. For construction of a new building or demo/rebuild. For an additiori where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans already approved by Planning Staff or the Design Review Board. ❑ Separation Request No Fee i >.�` f+ 'j�2, �' ' � ,,; '� ti V 1;" t.�' ' � ,r'Gr, .._ j , ' � --� V For Office U� Only: Fee Paid: Check No.: BY� Application Date: DRB No.: Planner: Project N^ k ' �� 1 x t. , rw� �� : ��. �� / � 1 � � ` \ \� � �� .� �, ° .�\ �� \ \ °� m . � w � �` ��, � \ \- \ \ \� r�12ld8.;b� � d NW ION13� Z �/ �. � ;,c. , , � IV/d�,Y3� Ol N�110 1. 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FO _ � r � / �' ' � / "R�%� � / . � :� ��j / / 7Y�� .� , �;� �� /� � . _. � � � �d►� J ' �CBe S .� � . ;� � „_ � .m _ �e �� ,<. � � �.-- � �� ; ��' � e =� �� . �� .� � ,��' "z � �� , �` �' � �� ,, �' � � � ` �� J��` � q• it. ��i ( ` w+ � ° ,,x'� �� r,� � r' � � ,� { � m � ^` �� '� � ,�°A�,.^ , �,,. �� a�� ..i�+.��'im .�a'e� F Z3K � ��.�. � � gP i~ ��j i.' � ° � �� : ,� �m � �.J li`i T iiAil` ;. �'T�'� � ° � h^! �� 3 l �'�' y �<_. � � � � }' .. -. . i r � � _� �` _� °-�-�,� . �`�,�� ^ � � � � :� � � � � �� :: < ' � : � _ _ .v � ��< . � � � � � � � z � � �k ,�� ,� � � �� i: � � � � g y� i g � � � � .�� : �_ ' � € � }y � �� S; �� , `-� �r � .� �� ° �� , �'�� ; �� L � � � �,� ��''�� .� �: �� '� � �' � � _ � � �� ,� � � � -�`;�' � �= ',� �� a.� ��, � �� _ �� , � �. �. � � �� . � � � _. , � �� " � rv� � �� , � �� . �� ° � e .� � t � `� $ � �� } „ ,�„�:'; :� ;�� . ,� � �� . � �� s � �. x � � �a� � �` �� ' � „`ii ` ra �� a� ffi§ �� g' # ��' 4 � +'..e.. �3 � � 1 � i�'° � : . � ?�; �` q � ,. �t �2 f � .. . , £� �.� �..�,<t.'s3��. � �� a £ � � � �. �� . �� _ � . .��.� � .� � �� , �, � � �� . �� =�� af� � ,� � �� ` � � �� . ��. }:�� . �a� �,� �. ��- ��.. � .�''��:. ��.:�� ,'� �� . �� ,_ �€< <� � C'', : S � � � ��f bo A ve � A � Llecember 10, 2003 La Farge Concrete Steve Fisk P_O. Drawer 368 Glenwood Springs, C� 81620 � �arestr I nc. �r Specia/izing on Tree Service and Forestry Consulting RE: Trees at 483 Beaver Dam Rd, Vail, Colorado. Dear Steve, Thank you, for contacting A Cut Above Forestry to address your tree car� needs. On December 9, 2003 Charlie Turnbull from the Town of Vail Public Works contacted me and requested that I inspect a group of trees that were impacted wh�n � L� Fa�ge concrete truck slid off of the road. '� � .;: � � y..' y » .. � � . - . . ' ..�5� r,� . ._.,�.. = . _. t � h � .' ... .. �� . �. On De�eh`iE�er 1'1, 2�b�, we spoke by phone and you requested that summarize my findings and recommendations and provide them to you in a fvrmal letier. This repori is be used as a guide�ine for future ireatments for the three spru�e trees and is nat intended as, and does not represent legal advice and should not be relied upon to take ihe place of such advice_ This report is limited to documenting #he tree condition on the given dates. All information provided b� the client pertaining to past activities involving the trees, surveys and focations are assumeci to be accurate. This repart is not intended to be an estimate for future services. I visited the site on December 10, 2003. The sky was clear and sunny but the ground was covered with approximately 5-inches of snow. The area between Beaver Dam Road and the trees was free ofi snow. The site is located at the interse�tion of Forest Road and Beaver Dam Road in Vail, Calorado�:-During;the summer months �orest Raad is open to through tra�c .�. ,::tb t�ie �r,cin�a�e_�o�t�,;b�i�,.in tt�� vvinter, tiie road is Closed to provide skier access _ �o�t��rt;�F�e�� a��I��e� at Vail Sl�i Resort. l`he neighborhood is well established and mostly buif#-out with high-end homss. The group of trees is located on the downhill (north) sicle of Beaver Dam Road. The trees are all Engeimann Spruce (Picea englemannii) and situated P.O. Box 7133 Eagle County �' 8reckenridge 970-926-9243 970-453-9154 �-d 9T6tr-ESt�-0�.6 �uI 'F.��sa�o� anoqd �n� d d{,z:ZT EO �bZ �aQ � � � approximately 3-feet below road grade. The closest tree is approximately six feet from the edge of pavement. Three trees were directly impacted when the truck slid off af #he road. Tree 1 Tree #1 is a 16.5-inch diameter Englemann Spruce. The soutF�ern '/2 of root zone is covered with backfill from road construction that first occurred in the earfy 1960's: _ Besides the backfill and a few old broken branches, no previous damage to the tree is evident. The only apparent damage to the tree is a small trunk wound 10-fee# above the ground and five broken branches roughly iwo-inches in diameter. Tree #2 Tree #2 is a 15.4-inch diameter Englemann spruce. Similar t� tree #1, the southern %2 �f root zone is covered with backfill from road construction tfiat first occi�rred in the early 1960's. Besides the backfill and a few o!d broken branches, no previous damage to the tree is evident. A iwo-inch gap between the soil and tree trunk is present on the north side of the tree. _: It also, has a distinct lean into the adjacent trees and I believe they are . .ti= � . = k��e�i�ig tF�i� tree f�om �alling� Appro�timately 12, two-inch diameter branches were broken du�ing the incideni. Tree #3 Tree #3 is a 21.0-inch diameter Englemann spruce. The southern 1/3 of the root zone is covered with backfill from the road eonstruction. Besides the backfill and a few old broken branches, no previous damage to the tree is evident. � The only apparent damage to the tree is some minor bark �amage to a few limbs and three broken branches roughly two-inches in diameter. Discussion The damage to tree #1 and #3 is minor. The broken branches can be removed without upsetting the tree condition or having a large affect on the esthetic ,_, .:, _ x ;. �.� _- , , a �� _ � g•d 9T6�-EStr-OL6 ��I `R��sa�o� anoqd �.n� d d�bz=ZT EO b� 3aQ �, � � A�► /� quality. The bole wound on tree #1 is minor and should cause no negative long- term effects. Pruning the broken branches from the tree will allow the tree to seal the sounds sooner. The soil gap and iean in tree #2 indicates that the tree is either uprooted or broken below the surtace. I believe the adjacent trees are keeping the tree from falling to the ground. In my professional opinion, this tree should be removed as� ,, soon as possible Recommendations �_'1. Contact a re�►utable tree service to discuss the removal of the trees within the ne� two to three weeks. It is important to hire the services of a Certified Arborist and request current certificates of insurance. 2. Contact the appropriate agencies to obtain removal permits. � �� .' 3. Remove iree #2 to mitigate the potential for personaf injury or property damage. Please contact me with any questions at 970�53-9154. Sincerely, �� `�c� k Henr�eh� Certified Arborist #RM-2195 Enc: Photos �- - e �•d 9T6�b-ES�b-OL6 �uI `F��sa�o� anoqd �n� d � � d�bZ =Z I ED �bZ 3aa ��,' 4�'�,"i�,lc.;� �.,7r,k'r��,",:+:',��%.''�1+j: , :,�".°ii;•'!�„j,r,;.r.• � ��i. � ..'��,� '''• �� y' , .t ..� :a � '.I y,�"f, .'��'i,w, •.� . w.�°�,• �: . `'�. `� ".i�' ,ti,� yal.� �j�s. :X.r'-; f,� .;r.� '� •7�"-:.�..:`_ . 1+�:�1f , � ..FuY,•TS...•i,�;t�w�.' . ,oa' .� � _y�r' ,� ' �LE. N . ' . . J xlR�o,2 ; �t �/ .r` � � , �� ;�,�. � 3 • . yi,,� ��' r I"� ,�-� � . �:, 7 � � .,�� v j. = J"- . �*F � r� iyL�' � , .!: f ""'r.., .. 9i?y��4� ;i►.��..;A,`.' 'tti ~ �r i� .: l�yyy �-�..�-ipt?!' r' "w'.. �i y ' ;�1". ' .!��,, �i,'�� .� _�, '�� ! . y •^S: A'�� . 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"� ^� y �:;. :�.; •� � � �, ` � �M � ,�i ' A -.��l� - . � �" "''r� �"' ' j '� - ��:F - . ; � �t'� � •,:� .'� • �� ` y�_VJ: • �%:;' 1 ' . �r.. - •. � ::, ::�► ,', ,,. .�:il ',ys�C f�,•..��, � ; `.; �:, v ' • ' ..� .J r. ;-:• .. -,.�.� .� ;,; r ; r �" � � 4. �.• ,w�:i:� `°�.,. . , f,�. �.. ••.. �'N • �i� eR!i'"•. `�+� � , �� ,,r- �- .� r �,_;'I�! l,' �=' >�* .V� �. �� ' lt. � �ti'�.� '�i • , �}��'�� 7�! •�• � ',IJ• � 'fM1�.-.•� r� � . (� � �� • +. �, � ��'+a G ' .. i ��I r /� •� . �� "f � > � ' . ia .� :�� , .'a�:+�' . . t : �.w �r .�,f �..� ,,• 1' � �,�� ''��• � , � t ^ ��g� � - .. �� Y j� f �t'x' 1�,4i��'s"i�+♦ f� � , � ;' ��"� 1l��i . �� .� . hr ��+y��C f � �' •. � 1� ' . ��',1 »�rts'r _ f� _ . . ._ x. f.,7L'�'N��E� :! ��.a�ivi � sr ��.-:ri.��alilk4�,�> ,, ar :... ��. �� .�.,�, <��t Design Review Board P � ACTIO N FO RM �;�� .� �� 2� Department of Community Development ` ��"�� T��NN tlF VAIL 75 South Frontage Road, Vail, Colorado 81657 �.->� te1:970.479.2139 fax:970.479.2452 � web: www.ci.vail.co.us Project Name: DRB Number: DRB040240 MUNICIPAL BUILDING WINDOWS Project Description: REPLACE SINGLE PANE WINDOWS WITH DOUBLE PANE WINDOWS FOR THE MUNICIPAL BUILDING (TOV BUILDING MAINTENANCE PROJECT). THE TRIM OF THE PROPOSED WINDOWS WILL MATCH EXI5TING. Participants: OWNER VAIL COLORADO MUNICIPAL BLDG06/07/2004 Phone: 75 S FRONTAGE RD VAIL CO 81657 License: APPLICANT TOWN OF VAIL 06/07/2004 Phone: 970-479-2100 75 S FRONTAGE RD VAIL, CO 81657 License: 463-B Project Address: 75 S FRONTAGE RD WEST VAIL Location: 75 S. FRONTAGE RD Legal Description: Lot: Block: Subdivision: Parcel Number: 210106400003 Comments: SEE CONDITIONS Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 06/09/2004 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days fotlowing the date of approval. Cond:20Z Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. P�Sinner: DRB Fee Paid: $250.00 CLARE SLOAN " � :,h � �� y � � : �� ,�- .��.:� , �� 1 Tn1�� OF V�.IL Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us RECEIVED 3 � � " General Information; All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: �� . , � �-�.� _1 _ _ r._ � _ _ .� _ � � � „� 1�i� �.� - Location of the Proposal: Lot: Block: Subdivision: Physical Address: � �, � �Yo ��q � �- � � � � � a� I �y (�U J ' / Parcel No.: 41 �,� i%�"�%' ��(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) > Zoning: '_,";_ r Name(s) of Owner(s): (� l�,� h !�? � �G� i' Mailing Address: % -�i S �Y� � ��^f � � ��tc �—� � % �l �-"rj----� Phone: _ � cl ^ .� l S �— Owner(s) Signature(s): Name of Applicant: _ Mailing Address: ��t ; � �� E-mail Address: Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction � Addition � Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request � S � Phone: � 7�'-J'� 2 � 7� Fax: � % c! i � � � � $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Office Use O,pty: ,�� '� � Fee Paid: Check No.: By: �� %bi' Appiication Date: y�� DRB No.: O � Planner: Project No.: Page 1 of 13/11/17/03 _ I i� � � � Buildina Materials Roof Siding Other Wall Materials Fascia Soffits winaoWs Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls E�erior Lighting Other PROPOSED MATERIALS Tvpe of Material i,�a��e ��c+�°e' � a�� (�V�9U Color l��(Q�.� �'xrs°f►n� �c�`�r �, �X' I S'�/�vG- Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. Page 6 of 13/li/17/03 0 � � � r ,� � 'h`" �' �'# ' � s . � - � � � �a ��;� ^^°"^R+�.. � . z.._.,�..w.a�.=....ti..s.. ,� �� 3 . . .._.....,.. � ._ ..-.__ •i� � st ».. ° ..`m $ . `� ��_��"_..______._.____ %�` ; �t � �_ ;fs { I �; y1 l �L w" �. �: � � � � � � -�1 � � � � � � � � � � � � � �-, . ` y � ' ,.�.�,`,�"'" ,�i �- j`Ve� l�oul��e^�� (-v��b� S - ' I �ti-� (� �o f�-�i � i c t� �� S�� ti� � L��! i,v � 'T�pWN O� VAti.. DESIGN REVIEW "TAFF APPROVAL ii��' ., y - �j - (�'�' _._.� :�TAF �- . �� _- .� . ,�, � �, � � �ou+�.��'� �''�� 3 �t g; �. ��`- ��'� ,, r � , �.�.�� ; ��° ' .,,,; � ;, �, �ow�� oF �t��L ,�► _ � Design Review Board ACTIO N FO RM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us Project Name: Minor alteration to construct a fence Project Description: Fence Participants: DRB Number: DR6010190 OWNER VAIL COLORADO MUNICIPAL BLDG07/09/2001 Phone: 75 S FRONTAGE RD VAIL CO 81657 License: APPLICANT Leonard Sandoval 07/09/2001 Phone: 479-2198 License: Project Address: 75 S FRONTAGE RD WEST VAIL Location: from crosswalk to crosswalk/Muni Bldg Legal Description: Lot: Block: Subdivision: VAIL VILLAGE FILING 2 Parcel Number: 210106400003 Comments: SEE CONDITION Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 07/11/2001 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Entry: 07/11/2001 By: GEORGE Action: AP WRITTEN CDOT APPROVAL IS REQUIRED PRIOR TO FENCE INSTALLATION Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner: George Ruther DRB Fee Paid: $0.00 �, �?" ::; : :;;»:;;: : ::: <:: :::::::::; �:��:::>::< �{�r�i��[�� r:��:�:::>� ��Y�ii' 11�.�j��,G��>° '��: � Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us General Information: This application is for any project requiring Design Review approval. Any project requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Departrnent. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design Review Board approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: � m � Subdivision: �� ! !�� <��/1� ��fi�--�% i�� Physical Address: �� .� �l.�n � � /�� r ��' ' �� Parcel No.: �%(%�f�00�%t�� (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: ��.�`��:•� t ' ' �",3.� Name(s) of Owner(s): Mailing Address: Owner(s) Signature(s): Name of Applicant: Phone: �� Mailing Address: Phone: �— �l Type of Review and Fee: ❑ New Construction ❑ Addition ❑ Minor Alteration ❑ Changes to Approved Plans $200 For construction of a new buildin9 or demo/rebuild. $50 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning StafF or the Design Review Board PLEASE SUBMITTHIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657. ;� ��.� �� w,� CHICF TITL,E rNSURANCE COMPANY ALTA COMNI I TMENT SCHEDULE A Our Order # V260990 A TRACT 4F LAND IN THE SOU"TH HALF, OE' THE SOUTHEAST QUARTER, SECTI�N 6, TOWNI�P EAGLETCOUNTYGECOLORADO,OMOREEPARTICUL,ARLY PRINCTPAL MERID , DESCRIBED AS FOLLOWS: BEGINNING AT A POINT TH.�1T IS NORTH 00 DEGREES 28 MINUTES 16 SECONDS WEST A DISTANCE�NSHIP656SOUTHT RANGET80 WESTHOFSTHE CORNER OF SECTION 6, TO BEING THE TRUE POINT OF SIXTH PRINCIFAL MERIDIAN, BEGIIVNING; ALSO BEING ANORTHTOONDEGREE�SR28EMII`NTESH16oSECONDOF INTERSTATE 70; THENCE WEST ALONG THE EAST LINE OF SAID SECTION 6 A DISTANCE OF �33.40 FEET; THENCE NORTH 89 DEGREES 27 MINUTES 21 SECONDS WEST A DISTANCE OF 2633.76 FEET TO A POINT ON THE EAST BOUNDARY LINE OF VAILjPOTAT� PATCHAIDTEASTEBOSUNDARYOLINEGAEDISTANCE OFE361?21 SECONDS EAST ALONG S FEET TO A POINT ON A CURVE, SAID CURVE ALTHENCENGA�LONGHSAID NORTHERLY RICHT-OF-WAY OF INTERSTATE 70; NORTHERLY RIGHT-OF-WAY ON THE �'OLLOWING 8 COURSES: 1) A DISTANCE OF 204.62 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID �URV�ESHAAING�?USE0��990 �LFgET,�ANDEARCHORD6NORTH MINUTES 18 SLCO , 85 DEGREES 31 MINL7TES 10 SECONDS EAST A DISTANCE OF 204.60 FEET; 2) NORTH 8d DEGREES 13 MINUTES 06 SECONDS EAST A DISTANCE 0 211.80 FEET; 3)NORTH $4 DEGREES 55 MINUTES 50 MINUTES EAST A DISTANCE OF 31.9.70 FEET; 4) SOUTH 79 DEGREES 56 MINUTES 28 SECONDS EAST A DISTANCE 0 424.40 FEET; 5}SOUTH 69 DEGREES 55 MINUTES 21 SECONDS EAST A DISTANCE OF 303.20 FEET; 6) SOUTH 74 DEGREES 2.1 MINUTES 35 SECONDS EAST A DISTANCE OF 204.70 FEET; 7} SOUTH $3 DEGREES 36 MINUTES 29 SECONDS EAST A DISTANCE OF 826.30 FEET; g) SpUTH 71 DEGTkESTRUEMPOINTSOF5BEGIUNNINGEAST A DISTANCE OF 196.10 FEET TO EXCEPT THAT PORTION OF L.�ND DESCRIBED IN WARRANTY DEED RECORDED IN BOOK 218 AT PP.GF 419, COUNTY OF EAGLE, STATE OF COLOR.ADO. PARCEL 2:' (AKA PROPERTY N0. 41) A PART OF THE SOUTHEAST ONE-QUARTER OF SOUTH, RANGE 80 WEST OF THE 6TH P.M., COLORADO, MORE PARTICULARLY DESCRIBED PAGE 2 SECTION 6, TOWNSHIP 5 COUNTY OF EAGLE, STATE OF AS FOLLOWS: --- -- — ----- _— _ --- -- �-- --- ------ --Y 0 C� AGO TITLE INSURANCE COMPAT" A L T A C O M M I T M E N T SCHEDULE A Our Order # V260990 COP�M�NCING AT THE S.E. �ORNER OF SAID SECTION 6, THENCE N. 00 DEGREES 28 h1INUTE5 16 SE�ONDS W. ANU ALONG THE E. LINE OF SAID S.E. lj4 OF SAID SECTION 6 72.75 FEET TO A pOINT, SAID POINT BEING 110.00 FEET NORTHEASTERLY FROM THE SOUTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6 AS MEASURED AT RIGHT ANGLES THERETO; THENCE N. 79 DEGREES 46 MINUTES 11 SECONDS W. AND ALONG A LINE PAR.ALLEL TO S�ID SOUTHERLY RIGHT OF WAY LINE 145.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE N. 16 DEGREES Q8 h1INLTTES 47 SECONDS E. 78.00 FEET; THENCE N. 68 DEGREES 08 MINUTES 35 SECONDS W. 428.70 FEET; THENCE N. 66 DEGREES �1 M�NUTES 29 SECONDS W. 152.57 FEET; THENCE S. 27 DEGREES 42 MINUTES 40 SECONDS W. 192.66 FEET; THENCE S. 52 DEGREES 48 MINUTES 50 SECONDS E. 36.32 FEET TO A POINT, SAID POINT SETNG 110.00 FEET N.E. FROM SAID S. RIGHT OF WAY LINE OF U.S. HIGH4�ZAY N0. 6 AS MEASURED AT RIGHT ANGLES THERETO; THENCE S. 79 DEGREES 46 MSNCTTES 11 SECONDS E. AND ALONG A PARALLEL TO SAILi S. RIGHT OF WAY LINE 585.56 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO. NOTE: THE FINAL POLTCY DOES NOT IN ANY WAY GUARANTEE OR INSURE THE DIMENSIONS OF THE ABOVE DESCRIBED LAND, THE LEGAL DESCRIPTION IS DERIVED FROM THE CHAIN OF TITLE AND ONLY AN ACCU'RATE SURVEY CAN DETERMINE THE DIMENSIONS. � PAGE 3 ��' Project Name: Project Description: Contact Person and Phone Owner, Address and Phone: Architect, Address and Phone: Legal Description: Lot Comments: Block Project Application � Date � � I � 1 l % Filing Zone Design Review Board Motion by: r '�� ' Seconded by: APPROVAL ` � � �_r� Summary: � � , > �' �,;� �,� � , i� , Town Planner � 1 Date: � _ Date � � � � � DISAPPROVAL ❑ Staff Approval � e TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT ` O� �-�� -w� - C�-n�� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E03-0137 Job Address: 75 S FRONTAGE RD WEST VAIL Status ...: ISSUED Location.....: BOILER ROOM Applied ..: 08/25/2003 Parcel No...: 210108236004 Issued ..: 08/26/2003 Project No : Expires . .: 02/22/2004 OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: CONTR.ACTOR PREMIER ELECTRIC P. O. BOX 1418 GYPSUM, CO 695 LINDBERGH DR. GYPSUM, CO 81637 License: 149-E APPLICANT PREMIER ELECTRIC P. O. BOX 1418 GYPSUM, CO 695 LINDBERGH DR. GYPSUM, CO 81637 License: 149-E 08/25/2003 CO., INC. 08/25/2003 EAST CO., INC. EAST Desciption: ELECTWCAL FOR BOILER Valuation: $3,850.00 08/25/2003 Phone: Phone: 970-328-9377 Phone: 970-328-9377 ****r**�**rs�**�***+s****rst�r**rr*rr**r****s�*r**r***r**r*r***r�r*r*r FEE SUMMARY r***s*****+***r*****r**�*sr********r****rr�*****z*****r***�� Electrical---------> $72 . 00 Total Calculated Fees--> $75. 00 DRB Fee---------> $ 0. 0 0 Additional Fees----------> ($ 7 5. 0 0) Investigation----> $o. 00 Total Permit Fee--------> $0. 00 W ill Call---------� $ 3- � � Payments--------°-------> $ 0. 0 0 TOTAL FEES--> $75. 00 BALANCE DUE--------> $0. 00 *�*�:s***********:�s*r******�s*►******�*�*****as****a*�****r*s***********s***x***s**:r**s***s*r*►**�r****s*ts**«s****as�s**********s**s**s********* Approvals: Item: 06000 ELECTRICAL DEPARTMENT 08/25/2003 JRM Action: AP Item: 05600 FIRE DEPARTMENT *:*.***:*:*�.�:***.:«***�.**.::*�**.:�.«**:**..*:�***�«�*.*««**:s..*.:��*..::«::**...**::�:*.**�:***::**.�*:**«�***.�:*�**.«:*■**s*�***.s***.******: CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. «**«***:�****«*.:**,�*.******..■:...::�*�:**..��:***�.*:*:**�:*.**�***�.*.*.*«*�:*****.**.*«.*:*.**.:�:«*:*:�.*��*«�*.**.*:*::�*��.*«******�******* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Tow�appli�able thereto. r REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AI�/ C Y TELEPH E AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF � 0 #*#**#�k�k##******##*#*#**�k+k�k�k##**###�k**#*#**#**#***#*##�k#*####*#*+k�k**�k#�k�k##**#**�k*###*#****#* TOWN OF VAIL, COLORADO Statement *************�*************************************************************�****�:�:********** Statement Number: R030004571 Amount: $129.00 08/26/200310:28 AM Payment Method: Check Init: DDG Notation: Premier Electric 1015 1020 ----------------------------------------------------------------------------- Permit No: E03-0136 Type: ELECTRICAL PERMIT Parcel No: 210108213002 Site Address: 193 GORE CREEK DR VAIL Location: GORE CREEK PLAZA BUILDING Total Fees: $129.00 This Payment: $129.00 Total ALL Pmts: $129.00 Balance: $0.00 ***�:*********�:*******+*********************************�:************************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 TEMPORARY POWER PERMITS 126.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- A�PLIC:ATIO�V WILL I�C)T B� ACC�PT�3'Y �F INCOMPLEiE QR UN$�iGNEi> Proj�c.t #• - � Boiidinq Permi�t #: _. �ieCF,rical Pecmit #: �.�. 9T0-479-2i49 (Inspettions) s! ?��V f�►FYA� TO�IVN OF 11'A►TL �L�Ci'R,I:CA� PERMii ARPLICATI01� 75 S. Fronl:a;e Rd. yaii, Calvrcado 81fi5� , � l Ct)�'�t'fI�ACTOit �INF�ORNlA t:AntraCkr,�, � ._ Cantrac,tor i ovvn csf Vaii Reg. NG_: 1 �sV _i= ##'s: CClMP�.�['f 5Q, �F�T �FOR NEW �ti�L.�S and VALUI#TiONS �OR AU. UTH�lZS (l.a�' & Ma�enals} AtNiLlt�NT I�F SQ FT �N aTRt1CTURE: __ (L..��(a ELE�,"T�RICAL VA�.U�i�Q�1: � Cont�ct �t:ag/e Go�!�tY A:�ssors O�c�e at ��7'0-328-8�4D or visit avww, ea,��-< Par�ce! #{Require�d if r�u btd9- Pennit � is pc�ovided a�bove) �.�c) c5 co ?ob IVarn�: ic:.,� ��- V3�;�.. ��i�.>N,��-�i— e: ��-�:j Jab Addres�: C _ __ � �G� � l�� -1 - -, '� �I � S 1—�?r,.o Tw1["r i=-- IG L,�egal D�sc�litio� Lot: Slack: Fili�g:� �'' �` Subdivisioa: tI - �---�•�.,.....— Qvvrag�s N,ame' T� Ad�� i L� ��1,.., � v��;.: � Phone� �, ��a,�. ,.�, �� ,�.• �-�-- � ' Addr�ss: .. `�� v:��-2G�., � Phone�. Z z � Por Panael � eS� � T— �f;�:� C?�:; �► ��r� , �..�' t`� �C�_ t1 �'t� �.� �yr��4`• . .y ' y� `= �•�k-.�1� 1 r � ' ( Yk?K m t.'1LSl:�.. _.��` � ` -- _. -- /` �"y` fi f"\� �.5t� �-- - __ � -.,��...� �l'�"c11�G''d t�leSC!"t(Jtlt)Il Qf Wpf�a ____ � ��:>�j'',1..�? i=-.� 1�_.� -, �t'ti �./V 1 _ _ Wark Class: New ( ) ��d�lition ( ) �:err►ode! (�-} Rep�air ( } Terr+P Pawer ( ) Other ( ) _ Work Typ�e: i�terior (;;' Exterior� (} 6otk� (�) I?oes an EHU exist at this ioca#ion: Yes () �� C� Typ�: pf Biclg.: Singde-tarniiy { ) C�u}�ex ( ) Mui�l•farniIy ( ) Commeftia{ (�; Restaurant ( } Ott�ef ( ) Nq. ��ing Dweiling Unjis in this bc�iid�nci: j lvo. of Aocommoda�:�vn tJnit� in th�s buiiding: IS th�is ��rmit for a hot tub: Yes EVo Does a F��e A�arm Exi�: '(es () �a (. 1 �es � F�e Sp�inkter System Exsst: Yes ()�i�o �) X` Yt'iP'� ff ?Z N 1t �� Y{' �%'�ri' 7� R' �l"+F ��•-7t 3r # ik' de *�f �k 7e'IC t�f tk �t `If'k 1�! 9Y 9�' �a �•,� �R AF�ICE A3SE ONLXa�*��r��xn�xa��*n�*�:��xR��,��r�� F:/everyone/fo�ms/e1eGx�m ECEi�►E� auG � � �o�h TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 8]657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 75 S FRONTAGE RD WEST VAIL Location.....: 75 S FRONTAGE ROAD Parcel No...: 210108236004 Project No : "� �`y C` �,- �_�c_�%( OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: CONTRACTOR FALCON PLUMBING & HEATING 3187 MESA AVENUE, SUITE A GR.AND JUNCTION CO 81504 License: 175-P APPLICANT FALCON PLUMBING & HEATING 3187 MESA AVENUE, SUITE A GRAND JUNCTION CO 81504 License: 02/07/2003 Phone: 02/07/2003 Phone: Permit #: Status . . . : Applied . . : Issued . . : Expires . .: M03-OOlI �. � _; C�c� � ! ISSUED 02/07/2003 02/17/2003 08/16/2003 02/07/2003 Phone: 970-434-0556 Desciption: INSTALL NEW BOILER @ COM DEVELOPMENT Valuation: $85,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *x�*******s****«*****r****�*r*ra*�***********�***sr*r�***�:»*********� FEE SUMMARY ****x*****�**********a****�*******�***s*+*****x***+*****:r*** Mechanical---> $1, 7 0 0. 00 Restuarant Plan Review--> $ o. 0 0 Total Calculated Fees---> $ 2,12 S. o 0 Plan Check---> $425. 00 DRB Fee---------------------> $0. 00 Additional Fees-----------> $2, 128. 00) Investigation-> $0 . 00 TOTAL FEES--------------> $2 , 12s . oo Total Permit Fee----------> $0 . 00 Will Call-----> ' $3 . 00 Payments-------------------> $0. 00 BALANCE DUE---------> $0.00 **r*�*s*********r�+********s*******r****r*s*****�******�***e**�***s�********x��e�r**r*********�*sr*****�***************�a**r**�*******�******r*�* Item: 05100 BUILDING DEPARTMENT 02/11/2003 cdavis Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG.): INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DR.AIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004.6 OF THE 1997 IMC. �***�*******«*.*.�:**�.**s***.�■*****s*.*s+.*...*:*�.r.***�*****:x�*a:�.***.��.*.�******.*.**s*************.**.*s**:**.*..*.**.�.:�s*.*��**�*��**■ DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTfON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFF[CE FROM 8:00 AM - 4 PM. TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF i APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN �!� Project #• ��' "'� ��1 Building Permit #: Mechanical Permit #: �� 970-479-2149 (Inspections) � T1UWN �F YA1L 75 S. Frontage Rd. Vail, Colorado 81� TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the f Ilo ng: rov e e ani I Room Layou n s e to clu ec nica Dimensio Com ustion Air ct Size a d Lo n Flue ent and �'`Siz and tio Loss . Spec Sheets (`(INTR A('TOR iNFnRMATION COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ 8 S, ppo _ Contact Eag/e County Assessors O�ce at 970-328-8640 or visit Parcel # � r�► � � � �l �c^�n � Job Name:� // �J �GWN o'� yA�� -D� Legal Description Lot: Owners Name:TwN o� � +'� Engineer: �GC� Detailed description of work: ..� , i I Job Address: �5 s, . Fo NI �tN�� VG/ D Block: Filing: Subdivision: � Address: Phone: �S 5 • �'roNyia � Address: �06 �9'65O �oN, Co Phone: .� N for Parce/ # y�9—zi3� 0 Work Class: New ( ) Addition ( ) Alteration � Repair ( ) Other ( ) Boiler Location: Interior ( E�erior () Other () Does an EHU exist at this location: Yes () No ( Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � No/Type of Fireplaces Existing• Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning () No/Type of Fireplaces Proposed: Gas Appliances () Gas Logs () Wood/Pellet ();Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( No ( , - , , �; ************************FOR OFFICE USE ONLY*********�****-**�***�*:��*�**** Other Fees: Planner Si n-off: Acce ted B: DRB Fees: Date Received: \\Vail\data\cdev\FORMS\PERMITS\MECHPERM.DOC 07/26/2002 � (E) BACK FLOW PREVENTER 10" BAROMETRIC DAMPER, TYP.2 ', P—K THERMIFIC; N-1200; CSD-1;'' ' ON—O�r FIRE. 1200 MBH INPUT, 6�8 ',��H OUTPUT AT ALTITUDE. ' r-- — TYP OF 2 FACTORY START—UP. il il ! � B-1 (E) 2"G UP BOILER CLEARANCE — 10"� "B" VENT, TYP. 2 10"0 "B" VENT UP TO 16"� "B" VENT, TYP. 2 NEW ISOLATION VALVES— (E) 3" HWS B EAUDIN GANZE CONSULTING ENGINEERS,INC. tim.v�, ��:ae�ex\`�c�a.t}a rov uu��apm eidy eew� aan�u�err;a�;t\� �� L---------__--� ----� I � —�---o-- G --� — ---- �--- B-2 --------------- e� 7 e � � � �� __ � B�ILER R00M SCALE: 3/8"=1'-0" � � I� �I � � �� `1 "� _ /.< � _/ ��/ 14142 Denver Fest Pkwy. PROJECT TOWN OF VAIL Suite 195 Golden, �o eo4o� MUNICIPAL BUILDING (303)278-3820 PO.iB z)39-3843 VAIL, COLORADO Vail, CO 81858 FaY°:�970)949-B159 r�r�E gOILER REPLACEMENT �—� I I / I I (E) WATER METER READ—OUT . ��N AMTROL SX-60V XPANSIO • TANK ��:._� ;� ; � �--(E) W.ATE� METER (E) 16"�b "B" VENT UP THRU ROOF (E) 3"� SPRINKLER LINE (2) 24x12 COMBUSTION AIR DUCT INSTALL MOTORIZED DAMPER IN HIGH AND LOW DUCT. DAMPER SHALL OPEN WHEN EITHER BOILER TURNS ON. 4"� COMBUSTION AIR DUCTS FOR WATER HEATER. HIGH AND LOW TAKE—OFFS ABOVE MOTORIZED DAMPERS. (E) �a" GAS UP. RECONNECT TO WATER HEATER. NEW 3"0 "B" VENT TO WATER HEATER. (E) 40 MBH HOT WATER HEATER ELECTRICAL GEAR MECHANICAL ROOM PLAN Job no.: 7849.00 Date: 06-20-03 Designed by: CAL Drawn by: CAL Sheet No. M1 a 6" PREFERED 12" MAX, TYP. � SEE SHEET M1 FOR CONTINUATION. 3 H WR H WR ' 3� HWS � 1 Lz' � 3" AIR SCOOP W/ HOFFMAN 79 AUTO AIR VENT. CONNECT TO 2" GAS LINE IN MECHANICAL ROOM. SEE SHEET M1 FOR CONTINUATION. P-3 BELL AND GOSSETT OR EQUIV. �—P-4 BELL AND GOSSETT OR EQUIV. SERIES 80; 2-1 /2x2-1 /2x7 SERIES 80; 2-1 /2x2-1 /2x7 80 GPM; 12FTHD; 3/4HP 80 GPM; 12FTHD; 3/4HP 1150 RPM; 208V/3� 1150 RPM; 208V/3� BOILER PIPING PLAN SCALE: NO SCALE P-1 AND P-2 BELL AND GOSSETT OR EQUIV. SERtES 80; 2-1 /2x2-1 /2x7 175 GPM; 26FTHD; 2HP 1750 RPM; 208V/3G LEAD/LAG OPERATION HOSE END VALVE. FILL SYSTEM WITH 30% PROPYLENE GLYCOL/ WATER SOLUTION. FILL PRESSURE SHALL BE 15 PSIG NEW EXPANSION TANK. AMTROL SX-60V 6" DRIP LEG, � ... i i'� I', i: � �: i �/ DEMOLITION NOTES: ' 1. FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE REMAINING TO (E) KEYLESS BASE BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS/ PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO ', RESTORE CONTINUITY OF CIRCUIT(S). ___ _ _ __ ___, HD �E� _, � I �1;.. �� , l_ _ 1,=<' � (E) PUMP-1 (E) PUMP-2 / ' __ _ _ _ _ _ � _ � ___ . �,� < �; �i��;,i �,_:�`�. ;i's - �.; FIE : `'-.�' i' B EAUDIN GANZE CONSULTING ENGINEERS,INC. ta:o,� N:a��e>\reaa,uu rov u�nru�,m e�d;� ewi� aa�acm.��.�t� 0 0 (E) EMERGENCY POWER OFF SWITCH 2. PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT, WIRE, CABLE, J—BOXES, RECEPTACLES, SWITCHES, LIGHTS, FIRE ALARM DEVICES, ETC. COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE. WHERE IT IS NOT FEAS�BLE TO REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, WIRE REMOVED, AND BLANK COVER PLATES PROVIDED. 3. EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED "FOR GUIDANCE ONLY". (E) STARTER (P-1) (E) DISCONNECT (P-2) (E) DISCONNECT (P-1) (E) STARTER (P-2) (E) KEYLESS BASE D E M 0 P LA N SCALE: 3/8"=1 '-0" 14142 Uenver Mest Pkwy. Suife 195 Colden, CO 80401 (303 278-3920 Fax: 303)278-3943 P.O. Bos 39 Vail, CO 81858 (970 949-8108 Fax: 970)948—B159 PROJECT TOWN OF VAIL MUNICIPAL BUILDING V/aIL, COLORADO TITLE gOILER REPLACEMENT Descriplion: ELECTRICAL DEMO PLAN Job no.: 7849.00 Date: 06-16-03 Designed by: LPH Drawn by: LPH 0 \\\\�� N11tnu �ur;�r, .�� : i ; � "� /�� !� . •• 1•:T�:'%,,, '9��a . � - �,; � • � =, ,ri k A. ums ; _ #35 70 � � _ � �� 2J,� � ,,� S ,. { ` .� \o` ` ��?;�`\�� ' A� „��`` Sheet No. E1 � • } ......... ..... ..... ....... ........ ..... ...... ........ ...... ......... ........ DEDICATED CRKT LITHONIA FLUORESCENT , � FOR CP-1 STRIPLIGHT, CAT#UN-232-120—ES f-OO TYP. ' � ��— B-1 P-1 ' , _ /V /V _ Hp_ (E) _ _ __ __, P-3 P-4 ' ' �— B-2 � � I ' P-2 ��, :i: Ir�� .'� P-1 P-2 P-3 P-4 ��: ' I (=_ ' ___ �E� 0 _ _ _ ��E� __ ......_ � _ _ � � � __ _ MECHANICAL EQPT CONNECTION SCHEDULE MARK (E) P-1 ;E) P-2 P-1 P-2 P-3 P-4 _ B-1 B-1 TYPE FLA ', ELECTRICA ' HP V PUMP ' 6.9 11-1/2; 208 ', PUMP ', 4.8 ! 1 208 ' __ _ __ ; __...___ PUMP ', 7.8 ; 2 ' 208 ' __ . __ � _ - _ PUMP 7.8 ; 2 208 ': _ _ , , .. . ..... :. PUMP 3.7 ; 3/4 ', 208 : _ � , _. _._ � PUMP 3.7 � 3/4 208 : _. � _ B01LER , 9.0 �'� , 120 : BOILER 9.0 I ' 120 CP-1 iCONTROLI �'�� P AN EL �� L , PANEL PH JSOURCE , 3 ', LP—** 1 I LP—** 3 ' LP—** 3 , LP—** ; ......... 3 ! LP—** , ........ 3 LP—** _ , _ _ 1 LP—** � --- 1 � LP—** 120 i 1 '; LP—** WIRIi�G OC PROT. (E) 3#12, �/z"C ', VERIFY (E) 2#12, �/z"C ' VERIFY _ 3#12, #12G, �/z"C I 25A 3#12, #12G, '/z"C ' 25A 3#12, #12G, �/z"C ; 15A 3#12, #12G, Yz"C 15A __ _ _ 2#12, #12G, '/z"C 20A 2#12, #12G, '/z"C 20A 2#12, #12G, '/z"C !, 15A CONTRACTOR TO FIELD VERIFY SOURCE _� OF POWER FOR EXISTING BOILER & PUMPS. NEW CIRCUITS AND OVER—CURRENT PROTECTION SHALL BE PROVIDED FOR NEW PUMPS, BOILERS, LIGHTS, E ��(E) CONDUIT TO BE REUSED WHERE POSSIBLE, CONTRACTOR SHALL PULL NEW PHASE & GROUND WIRES FOR NEW EQUIPMENT (N) EMERGENCY POWER OFF P 0 W E R � RED HEAD "MUSHROOM" TYPE PUSH BUTTON SCALE:3�8"=1'-0" LIGHTING P LAN � 14142 Denver Best Pkwy. PROJECT TOW N O F VAI L Description: Sheet No. B EAUDIN Suite 195 ELECTRICAL POWER & LTG PLAN �°'de°. �° 8°'°1 M U N I C I PAL B U I L D I N G Job no. 7849 00 GANZE F3�3)303)278 3843 t VAIL, COLORADO Date 06-16-03 E2 P.O. Boz 39 CONSULTING va��, CO 81858 Designed by: LPH s7o sas-eioe rir�E ENGINEERS,INC. ax:970)949-8159 BOILER REPLACEMENT Drawn by: LPH 5:\Avwi 4k�o-pcPS\76k9.Q6 TCtU GunlGpni Bidy 9uuer Rapiucamanf\BCCf CAt3p\764303E2.dwy CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE: JUiy 2O, 2003 PRO�ECT: TOV COMMUNITY DEVELOPMENT BUILDING ADDRESS: VAIL, COLORADO ALTITUDE: $,150� ARCHITECT: N/A Erv�iNEER: BEAUDIN GANZE CONSULTING ENGINEERS, INC. Hva,c co►vr�a,cTOR: GRAND MESA MECHANICAL INC. rvEaB corvr�,croR: CERTIFIED BALANCE INC. OF COLORADO a��RESS: 924 26 ROAD GRAND JUNCTION, COLORADO 970-245-7757 / 970-250-3250 — �� P i�` ` r� a� r ,;.i�. ., s�; PROJECT: ADDRESS TOWN �_ VAIL COMMU=�=�Y DEVELOPMENT BUILDING VAIL, �OLORADO 81658 CERTIFICATION THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF THE SYSTEMS PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH �XCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR AND, OR WATER SYSTEMS HAVE BEEN TESTED AND BALANCED AND FINIAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARTS FOR TESTING- ADJUSTING-BALANCING OF �NVIRONMENTAL SYSTEMS" AND PROJECT SPECIFICATIONS. THE REPORT IS BASED ON BUILDiNG, SPACE AND EQUIPMENT CONDITION ON DATES TESTED. � �,o.��;�� SUBMITTED AND CERTIFIED BY: �� NEBB CONTRACTOR CERTIFIED BALANCE INC. OF COLORADO TAB SUPERVISOR Clinton P. ��rman REG. NO 2823 DATE 8/20/03 a� -� �� ' �� C7 V CL�NTON P, GORMAN �j' CERT(FICATION 2823 N . C, ��'!�� Al._ i Technician: RD Watson GRAND MESA MECHANICAL ROOFTOP UNIT START UP DATA Date: 6-19-03 Job � 8441 Job Name: Vail Community Development Address: 1�� South Frontage Road Vail, CO Unit ,y AHU � Manufacturer Carrier Model 39LH12AA JA C GN A9 Series Serial � 1703F28857 Filter size 20X25X2 Type PLT Quantity 3 Belt Size A32 Quantity 2 Fuse type/size N/A voltage Rated 230 Measured L1-L2 211.2 L2-L3 211.3 L�-L3 210.3 Phase 3 Transformer wired for N/A Indoor Blower Section Voltage 230 Phase 3 HP 5 Indoor biower motor - check biower rotation Rated amps �2.8 Amp draw L� �2.0 L2 �2.2 L3 12.3 Cooling Section Unit � EF1 Manufacturer CENTRI MASTER Model X8245 5HP 230/3/60/ODPEE1295 Series Filter size N/A Type Belt Size A70 Fuse type/size Voltage Rated 230 Measured L1-L2 211.4 Transformer wired for N/A Serial � 03F772301 ouantity Qudntity 1 L2-L3 2�0.5 L1-L3 21�.6 Phase 3 Indoor Blower Section Voltage 230 Phase 3 HP 5 Indoor blower motor - check blower rotation Rated amps 1�.8 Amp draw L1 �3.7 L2 13.8 L3 �3.7 � i �� u� PROJECT: cor�u�zTY DEVELOPMENT BUILDING LOCATION: MECn. ROOM SYSTEM/UNIT AIR APPARATUS TEST REPORT AHU-1 UNIT DATA MOTOR DATA Make CAR�IER Make/Frame A 0 SMITH Model No/Type/Size 39L�12AA—JA—CGN—A9 H.P. 5 Serial Number 1703=28857 RPM 1745 Arr./Class DRA'�w THRU/HW COIL Volts 230/460 Discharge UP =� OW Phase/Hertz 3/60 Make Sheave BRGvridING F.L.Amps 12. 8/6. 4 Sheave Diam/Bore AK6� X 1-3/16" S.L.Amps 1. 15 N0. Belts/make/size 2—�:�2 Sheave Diam/Bore 2VP50 X 1-1/8" No.Filter/type/size 3-2GX25X2 Sheaveoper. Diam Sheave C/L Distance 8-1/2 TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 6,�� 0 5, 8 8 8 Ext Discharge S. P. 0. 7 0 Register Total 6,_ 3 5 5, 7 81 Ext Suction S. P. 0. 2 6 Fan RPM 1, =�8 l, 183 External S.P. l. 85 0. 96 Motor RPM l, -u5 l, 744 FAN SUCTION p,'78 Heating Motor Voits 2� � 2 0 8 I�1T 6 0 7 8 MotorVolts 230 209 EAT 53 65 Motor Volts 2 � � 2 0 8 Temp. diff. 7 13 MotorAmps =%.3 11.7 MBH 59.0 59.4 MotorAmps ?�. 3 11 .7 GPM 3 180/146 Motor Amps 12 .� 11. 8 EWT/LWT 18 0/ 160 CFLA Cooling Starter 9— 18 @ 12.5 EAT DB/WB 79/59 78 Sound �evels OK LAT 60 66 Vibration OK Temp. diff. 19 12 Control/Thermostat-Check OK OSA TEMP. '75 Outside Air CFM 1, = 2 0 OSA Damper Pos. 10 0 Return Air CFM 5, �� 0 RA Damper Pos. 90% REMARKS: TEST DATE: FILE NAME: tab 4•38 FAN �"��TION INCLUDES FILTER AND COIL ^P. READ :_�' 100 o OUTSIDE AIR/EXHAUST 7/1/�� 2375-= READINGS BY: c . GORMAN _ _ __ _ . _ _ __ _ _ _ — �: � G � �, PROJECT SYSTEM AIR OUTLET TEST REPORT CG�T'lUNITY DEVELOPMENT BUILDING Area Outlet Design Prel. Final �_ _� �ervea �F � e 5�ze C;t-M Gt-M GFM % DC-1 � OPEN OFFICE AREA 1 B 9 X 9 200 34 203 102% OPEN OFFICE AREA 2� B 9 X 9 200 314 214 107% OPEN OFFICE AREA 3 B 9 X 9 200 350 216 108% OPEN OFFICE AREA 4� B 9 X 9 200 329 194 97qo OFFICE #8 5 B 9 X 9 200 265 198 99% I TOTAL l, 000 l, 292 l, 025 103% DC-2 OFFICE #1 6 B 12 X 12 275 434 268 9�qo OFFICE #2 � B 9 X 9 200 181 209 io5% OFFICE #3 s B 12 X 12 225 179 221 9s% CORRIDOR 9� B 9 X 9 100 110 102 102% OFFICE #4 io ( B 9 X 9 200 311 209 io5qo OFFICE #5 li � B 9 X 9 200 236 203 io2qo OFFICE #6 i2� B 12 X 12 250 128 165 66% OFFICE #7 13 � B 12 X 12 250 288 263 1o5qo ( TOTAL 1,700 1,867 1,640 96% DC-3 � FRONT DESK lat B 9 X 9 200 140 159 80% FRONT DESK 15 � B 9 X 9 200 133 156 78% FRONT DESK 16� B 9 X 9 200 118 153 77% FOYER 1� B 9 X 9 150 190 137 91% OFFICE #13 18 B 9 X 9 110 103 107 9�% CORRIDOR i9 B 12 X 12 225 189 213 95% CORRIDOR 20 � B 9 X 9 100 81 92 92qo CORRIDOR 2i� B 12 X 12 250 224 227 9�% TOTAL 1, 435 1, 178 l, 244 8�qo ( � REMARKS: TEST DATE: FILE NAME: tab hoodl -.r.HUnv�a Hrct wi i rt r�uw HUUU ANU AKE CURRECTED TO ALTITUDE. �E�=STER #12 — FLEX IS CRUSHED BETWEEN CEILINGS. R�,G=STERS 14, 15 & 16 OFFSET UP INTO ATTIC THEN BACK DO�r�J TO REGISTERS. 7/"- '03 2.; ;�7j READINGS BY: C. Gorman _ � - f, � . �� _ `� PROJECT SYSTEM AIR �UTLET TEST REPORT CO_'�'IUNITY DEVELOPMENT BUILDING Area Outlet Design Prel. Final ('� � _ J �C�ve� � i e 5ize CFM CFM CFM % DC-4 OFFICE #12 22 B 9 X 9 125 187 119 g5qo OFFICE #11 23 B 9 X 9 125 231 121 9�qo OFFICE #9 2� B 9 X 9 150 109 149 99qo KITCHEN 2� B 9 X 9 200 127 180 90% TOTAL 600 654 569 95% DC-5 PLOTTER ROOM 2o B 12 X 12 250 287 263 105�/0 CONFERENCE ROOM 27 B 12 X 12 250 337 252 101% CONFERENCE ROOM 2s B 12 X 12 250 321 245 98qo DRAWING STORAGE 2? B 9 X 9 150 38 126 84qo DRAWING STORAGE <� B 9 X 9 150 50 128 85% CONFERENCE ROOM #1 �_ B 12 X 12 350 54 289 g3qo TOTAL l, 400 l, 087 1, 303 93% � � REMARKS: -•�nv�ivua r�R� vvi i n rww tivvu HIVU AKt GUKKECTED TO ALTITUDE. R_�-STERS 29, 30 & 31 ARE SERVED BY ONLY 10 X 8" DUCT TEST DATE: 7 �= i 0 3 FILE NAME: 2:-�7j READINGS BY: C. Gorman tab hoodl .f ` � �: � . - �._- PROJECT: LOCATION/ZONE: ALTITUDE: 8,150 COMMUNI=`_' DEVELOPMENT BUILDING MAIN Su??�Y DENSITY: 22. 3 RECTANGULAR DUCT TRAVERSE REPORT � SYSTEM/UNIT: Axu-1 SERVICE: Dc-1/DC-2 CORR.FACTOR: 1 DUCT REQUIRED ACTUAL S.P. 1 AIR TEMP. 0"5 SCFM SCFM 2, 857 SIZE 32 10 SQ.FT :.22 FPM 1215 CPM 2, 700 FPM 1285.5 CFM 2, 857 POSITION 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1,417 1,352 1,210 =31 657 2 1,769 1,781 1,418 =,�77 879 3 1,814 1,618 1,366 ",'_29 874 4 1,648 1,610 1,329 =,�59 872 5 6 7 8 9 10 11 12 13 14 15 TOTALS 6, 648 6, 361 5, 323 -, � 96 3, 282 TOTAL: 25,710 REMARKS: /# OF R�4�iNGS: 20 = AVG. FPM 1285.5 READINGS TAKEN ��=,H SHORTRIDGE AIRDATA METER, AND ARE CORREC=== TO ALTITUDE. TEST DATE: 7/1/03 FILE NAME: 23757j tab 9�83 READINGS BY: C.GORMAN �' - , �� PROJECT: LOCATION20NE: ALTITUDE: 8, 150 COMMUN�__ DEVELOPMENT BUILDING MAIN Si;??�Y DENSITY: 22 , 3 RECTANGULAR DUCT TRAVERSE REPORT SYSTEM/UNIT: Axu-1 SERVICE: DC-3, 4 & 5 CORR.FACTOR: 1 DUCT RE�UIRED ACTUAL S.P. 0. 58 AIR TEMP. 0'5 SCFM SCFM 3, 031 SIZE 30 12 sQ.FT ?.50 FPM 1374 CF�I 3, 435 FPM 1212.3 CFM 3, 031 POSITION 1 2 3 a 5 6 7 8 9 10 i1 12 13 � 931 983 1,143I =,118 1,131 2 958 970 1,269 =,321 1,248 3 1,109 1,215 1,451 =,?70 1,326 4 1,161 1,268 1,447 ",�34 1,292 5 6 7 I 8 9 10 11 12 13 14 15 TOTA�S 4, 159 4, 436 5, 310 =, =43 4, 997 TOTAL: 24,245 REMARKS: /# OF REA�iNGS: 20 = AVG. FPM 1212.3 READIN�S TAKEN ��==H SHORTRIDGE AIRDAT= �IETER, AND ARE CORREC=== ?'0 ALTITUDE. TEST DATE: 7/1/03 FILE NAME: 23757j tab 9-83 READINGS BY: C.GORMAN ..� �; � aw �.� '' E � �; aii�: PROJECT COMMUNITY DEVELOPMENT BUILDING FARi T�ST REPORT FAN DATA FAN NO. FAN NO. FAN NO. Fan Number EF-1 EF-2 Location MEC��NICAL RM ATTIC Service BLDG EVAP EX BATHROOMS Manufacturer AChiE, ACME Model Number XB2u� XB120E2 Serial Number 03r 772301 03F772304 Type/Class INLINE INLINE Motor Make/Type AO �'�lITH G E Motor HP 5 1/4 RPM 1745 1745 Volts 23C/460 115/230 Phase/Hertz 3/'o G 1/ 6 0 FLA Amps 14 . 0/ 7. 0 5. 0 Motor Sheave Dia./Bore 4—?/�" X 1-1/8" 3-1/4" X 1/2" Fan Sheave Dia./Bore 7" X 1-1/4" ENCLOSED No. Beits/Make/Size A7 0 A3 9 Sheave CL Distance 2 6" 16" TEST DATA DESiGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 6, �GO 6, 222 225 328 Fan RPM l, 0�0 910 l, 550 ENCLOSED Motor RPM 1, 7=5 1, 789 1, 745 1, 757 S.P.Inlet 0. 47 0. 24 S.P.Discharge 0. 13 0. 32 Total S.P 1. �� 0. 60 0. 23 0. 56 Voltage 2� � 2 0 8 115 12 0 Amps 1!.� 6.9 5.0 2.5 Amps 1�.� 7.0 5.0 2.6 Amps le.� 6.9 5.0 2.5 CFLA STARTER Sound Levels OK OK Vibration OK OK REMARKS: TEST DATE: 7/1-,_�/03 FILE NAME: 237 � � = tab 8-83 ___ READINGS BY R. GORMAN � � � _ � � �-- - �-- PROJECT: LOCATION20NE: ALTITUDE: 8,150 COMMUN;-`' DEVELOPMENT BUILDING MAIN Ek ==UST DENSITY: 22.3 RECTANGULAR DUCT TRAVERSE REPORT SYSTEM/UNIT: EF-1 SERVICE: CORR.FACTOR: 1 DUCT REQUIRED ACTUAL S.P. 0. 21 AIR TEMP. 74 SCFM SCFM 6, 222 SIZE 46 14 SQ.FT 4. 47 FPM 1333 CFM FPM 1391.3 CFM 6, 222 POSITION 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1,279 1,415 1,210 =,491 1,627 1,861 1,942 1,898 2 1,163 1,406 1,350 =,420 1,693 1,815 1,901 1,888 3 970 1,155 1,168 =,240 1,428 1,634 1,605 1,602 4 601 960 1,213 =,�09 1,190 1,082 1,172 1,035 � 5 I 6 7 8 I 9 10 11 12 13 14 15 TOTALS 4, 013 4, 936 4, 941 =, 260 5, 938 6, 392 6, 620 6, 423 0 0 0 0 0 TOTAL: 44,523 REMARKS: TEST DATE FILE NAME: tab 9�83 /# OF Rtr.DINGS: 32 = AVG. FPM 1391.3 READINGS TAKEN ?�=�H SHORTRIDGE AIRDATA METER, AND ARE CORREC=_� TO ALTITUDE. 7/15/03 READINGS BY: C.�oRt�N - :�� :� �'' S � r� PROJECT SYSTEM AIR OUTLET TEST REPORT CC�'lUNITY DEVELOPMENT BUILDING EX::AUST FAN Area Outlet Desiqn Prel. Final -. .- _ . . �' ---� • -��•• �- � �' � �- �� = • ' =�� - ---� �' ---� �- ---� �- =--� ---� �- =--� �- ---� � =--� �- ---� -� =--� �- ---� �- =--� �- ---� �- ---� �- ---� �- ---- �- -- _ �- ---� �- ---_ �� ---� REMARKS: TEST DATE: FILE NAME: tab hoodl u,�+��r�o r�nc vr� i n r�vvv nvvv Hivu Httt I;VKKtG I tU IU ALTITUDE. FF?; IS AT LOWEST SETTING ON PULLEY. 7/�=/03 2�-�7j READINGS BY: C . Gorman _ t5 �' � ;i�� ` > �d;� .-. ��S' �� PROJECT PUMP TEST REPORT :.OMMUNITY DEVELOPMENT BUILDING PUMP DATA PUMP NO. PUMP NO. PUMP NO. Pump Number ?-1 p_2 BP_1 Location '_yiECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM Service zEATING WATER HEATING WATER BOILER CIRC Manufacturer ; ACO TACO TACO Model Number 0011—F4 0011—F4 007—F5 Serial Number GPM/Head '_ 0 / 15' 10 /15' Req. NPSH PumpRPM 3250 3250 3250 Impeller Dia. �ARTRIDGE CARTRIDGE CARTRIDGE Motor Mfr./Frame Motor HP/RPM '_/8-3250 1/8-3250 1/25-3250 Volts _ 15 115 115 Phase/Hertz =/ 60 1/ 60 1/ 60 Amps/S.F. _. 7 6 1. 7 6 , 71 Seal Type TEST DATA ACTUAL ACTUAL ACTUAL Pump. Off-Press. NO NO NO Valve Shut Diff. TEST TEST TEST Act. Impeller Diam. ?ORTS PORTS PORTS Valve Open Diff. OR OR Valve Open GPM ��RCUIT CIRCUIT 15 GPM Final Dischg. Press. ��TTER SETTER Final Suction Press. 1-1/2" TA #4/1 .2' Final Diff. Press. Finial GPM 10+— 10+— Voltage 12 0 12 0 12 0 Amps 1.4 1.4 0.7 RPM =':CLOSED ENCLOSED ENCLOSED REMARKS: TEST DATE: � ' -2 / 0 3 FILE NAME: 2_�57j READINGS BY: c. �o�N tab 18•83 - � ., ; � ;�1 � q'� `� Y� PROJECT PUMP TEST REPORT COMMUNITY DEVELOPMENT BUILDING PUMP DATA PUMP NO. PUMP NO. PUMP NO. Pump Number 3p-2 Location MECHANICAL ROOM Service �OILER CIRC Manufacturer ?'ACO Model Number 007—FS Serial Number GPM/Head Req. NPSH Pump RPM 3250 Impeiler Dia. �ARTRIDGE Motor Mfr./Frame Motor HP/RPM ? /25-3250 Volts _ 1 5 Phase/Hertz Amps/S.F. , '71 Seal Type TEST DATA ACTUAL ACTUAL ACTUAL Pump. Off•Press. NO Valve Shut Diff. TEST Act. Impeiler Diam. ?ORTS Valve Open Diff. Valve Open GPM = 5 GPM Final Dischg. Press. Final Suction Press. 1—=/2" TA #4/1 .3' Final Diff. Press. Finial GPM Voltage � 2 p Amps p . � RPM �`�CLOSED REMARKS: TEST DATE: ? i _-2/03 FILE NAME: 2� ; �� tab 18-83 __ READINGS BY: C. GORMAN 0 . � .. � J � U �, Z '- _� F- � W y = i � �, U ';n � i� � � (� 2 H Q a H a m F 2 W � a 0 a W � w C] �+ E� H z 0 � O U H • U� W w � � � � i a � � � � � � � � � � N N �-I ,-i J � r� o rn c� �o �, � � � v� � N U � � � � � Q �o � ,� o � � m r r � r�, W H .--i ,--i ,-i ,.1 ,..1 J � a � N N N N � � . a� o QCJ M tn c N v� � O l0 Z �? � �n �n �n o �n ° o 0 Qa C� ch in c N v� ° .� f� � LL �� O N O T � ��1 v� M V� t!') M F- W b t�o t�o t`no �� [ C J � V g � � � � � � f Q c r- J [ � = rn rn M �n o � ~ m � W � N � � V� M M v� (v M � Q Q Z g C7 2 m N m�o rn � m• w� r r� �o co � N � M �-1 M C Ci F Q �n o v� r•� ,-r � U �� N v� cT 6l p � Q � V o �o c�, � �•, � a W Q � �--� ,-i ,� ;tj a � w ,� � �' � o o r`ni o o � g C7 U � t� c� c .--i E� � � � � � � � F z �' �� o o N o o � � v� LL o c� c� o� � � W V . . � lp 0 .1 .� .-I .-i �O W F O Z 0 U c c c a c a, v� � � � � � � � � M M M � J m� �-1 N M v� N � f-i r-I � O Z� O Q Q O O � U x � FC Q Q W � M � o � N [� Q I N � � r � M � N U � m Q � U' p Q Z tj W Q °' W -� W ° H � � � •f � _ ��: _ ._ �_ PROJECT UNIT VENTILATOR CC_�IUNITY DEVELOPMENT BUILDING TEST REPORT u REMARKS: . f UN=? WAS NOT WIRED TH==.� WASN'T A THERMOSTAT TEST DATE: FILE NAME: tab 5-83-cbi 7/--2/03 23�� j READINGS BY: c. �oRMAtv i . 3FZ ORA�1C 1,9�7 Y�. /pt MOIIK M MS AIEA O� �� OPEN �{� � ♦ af zoo � n OE]IO (Ei t761NlSf FAN ! rmawce w�r rr-2 �°° CJ� � � m R� aaua k ou u---- � l YAIILI 7�1,�� f S�� i2 l aFSi � „ RUN IX1Cf 1lItQJb/ (� 1lYI6 PflEIRAl1OL � tSL�1� S�DCE..LQ NCry�AMCII p(yW ' /�� _� � � i� I � i� r � ~ j L-�-= � �I� � ��.� �1`' �\�_ , ��i %///, 7��f !� WCMIFN'C R(lCY N _ � ,� t � � o� (� � NEFER 70 pAOtAY�. 91FET W FOR 7 7TP�CJ11_ 11Y10 � .. ..=.. � f ,a� C---�k �,: � a� �� a•. � f � �\ � �o � I � I--- � b f �f mo � °aa U � � �an: l ~� . acttce rz �� n � PLOTlER ROf)u Rf� �' �i � �f ,�2 c.� � j 31 1GA2 i� �� t� ii ' v 2°° � 9.a U 1 � O�Fic= u �� s �� 1OO�°i�ou oo uc"i r�ce�-a�. �_ NOTES: � �. N''�',yu oucrwarac To ec aauhn eaar ` Fil t fl�?1CF �n� i I .w..y_ ACEAdIG /u0 ABO�E T-tlaD ml1NC �yiRicu_ Roou I . � cxxnat� TE itWTMO AS REOURED. UJl.0. i Z /LLl SA 06TUSEFS i0 E i1FE08 . `"� n ""' � , 1 ocs � � w ��eo+� near mx �w � f � �� e-� I cfn�c m ee �ooan iN r�,�. �� '=' I a oaok er �r aw a� �n eE r�oahn ws s+a� � in � � I 0. ALL PEMEIRATp1 TO MN.L ! NARD mI.MC a�m.n cc 'ln 9�Nt BE COORdNA1FD 11IiN A".BE570S A9� T D I E N 7 � � � O�T i I cwtm,�crp2 ��{; 7. CONhtACT01t 4WL QEAN ! RFFUR69/ NL E7QSIHC �-� � R/l WCfM010C 7HAT IS REUSm. � .� L� � Df21cF n 3 ' i 1 /�\ , � � - '�- f „o �;:, _ , � 9A � \� � I j`/�1 ' � I l�' RdlfE PPPIG DONN N NE1M CtUg hOiT N WML YO 41�7. . . � I J FN9i 6tti5E 911LAR TD EG°i1N^. �MAl1 FRt9l I I� 770 � �� ' � � �� _ I r � / � .. � .� �,.,_,�_ � --- � f ---_ �tve ro a�aew�. sr�r w. FOR TYRCAL Cfl4NG OF'FUSfF: � �, C0121EC00lL I j . I s'. � ' ' 6�, f_ j� 100 � �. G�A ,. I ... . 'l I--.._ ��-. f � � 2A2 � L) I � {�"_� ,ans j �2 oi ,�! , � � cn � o�cr ,o �u�. ... (E� _RE7URN WCf ABDVE HNC) . . • �NC 70 RE1WN. OUCT Op11M1US TD YFAiAHIG1� RDOY, NpT SNOMM fOR � awan. I 0 v � i ' > L � � �' . - i I �� .F_ r J y �x' (q n�tunn oucr 9� I . f RA � i�- .._..'" . . " _ ' .' '— cD �uwr oua lo rtoww —� � ; i ZSO � iv�s U . � . . _ . ( � �� i . . �lL ; MECHANICAL HVAC PLAN ��:,,.- _ ,.-0. _ B �unIN -- - G�� P.4 8a 39 Vd. CO dt6`d �mC�94fi¢�19-dIS9 1Si42 Dn� tett pkr� 9+ite 195 cawn co eo�ot �� u 8 0 a �� . � �_ �� o� a � ' � "'. . Z W � HJ ro N Q J! t0 �� W �O � 0 `o C� Z o ...._Z. U 03 _ g m o � �. J Q � _ J Q U Z ..:a . J Z � U � W W� _ y! ; M.3. HEE7 1 OF> 1 � ' � i,� <� �� =TOWI�:OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD *� L VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E01-0144 1 Y'� L..+�� 4,:\ \ .• \l. � �' { � Job Address: 75 S FRONTAGE RD WEST VAIL Status ...: ISSUED Location.....: 2332 ELLIOT RD, 42 W MEADOW DR, 2477GARMApplied ..: 06/28/2001 Parcel No...: 210108218002 Issued ..: 06/29/2001 Project No : � �? �, c,, — (M, ; {;, r.. Expires . .: 12/26/2001 OWNER TOWN OF VAIL � FINANCE DEPT 75 S FRONTAGE VAIL CO 81657 License: CONTRACTOR DOUBLE DIAMOND P. O. BOX 1452 EDWARDS, CO 81632 f� SERVICES License: 215-E APPLICANT DOUBLE DIAMOND SERVICES P. O. BOX 1452 EDWARDS, CO 81632 License: o6/2a/2ooi 06/28/2001 06/28/2001 Desciption: AT&T TV PEDISTALS VARIOUS LOCATIONS Valuation: $9,000.00 Phone: Phone: Phone: 970-926-6202 ......�+...�...+....+..,.�...,«....«..,......«.........«.....�..�,,... FEE SUMMARY ��..++«�.+�,,..+..�..�«,,.,�««...�,,...+«..��..,.«�....«..��... Flectrical-------> $162 . 00 Total Calculated Fees--> $165 . o0 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $ o. o o Total Permit Fee--------> $15 5. o 0 W ill Call--------> $ 3. 0 0 Payments----------------> $16 5. 0 0 TOTAL FEFS--> $i65 . oo BALANCE DUE-------> $o . o0 •x+k•++r,rwi��rt��.w�x�.w��x.:�.x..�.w•:�x•wxr••+��•+��,r•+��+��x��+.��+.��•w��.+x��.w��x.�++,r+«•a�+,r•+a��,r,r��+��+��n+r+�k�x��xxx•+ Approvals: � Item: 06000 ELECTRICAL DEPARTMENT 06/28/2001 DF/JRM Action: AP ��...�..,.,�...«....�..,...�..,..�....�,.:<....,......�..�.��,..��...�.«....�...�,..�.�..,........,,..,<..,,...��..��..........�«....�.....�.�...t... CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***F4***�A'***4#***********4i***it***i+F**i*f*******iF+F***R***iFk**h*****�.'�.'**MR***+********:F***+#****ik�.'***iF****##'l'*********t**********#***iF#1r********1r DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable ;heret�. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. , � SIGNATURE (t�F OWNER OR CONTRACTOR FOR HIMSELF AND OWNE ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R000001022 Amount: $165.00 06/29/200102:27 PM Payment Method: Check Init: JAR Notation: 10525 ----------------------------------------------------------------------------- Permit No: E01-0144 Type: ELECTRICAL PERMIT Parcel No: 210108218002 Site Address: 75 S FRONTAGE RD WEST VAIL Location: 2332 ELLIOT RD, 42 W MEADOW DR, 2477GARM Total Fees: $165.00 This Payment: $165.00 Total ALL Pmts: $165.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111400 TEMPORARY POWER PERMITS 162.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- Jun-27-01 12:23P Double Diamond 5ervice 970 926 6203 P_02 � �- APP�ICA'iION WII.L NpT BE ACC�pTEb IF INCOMPLET� OR UN I �� Project #: � - c�c� � n Buildiqg Permit #: I�s'� J �Iectrical Perrnit #: i1 970-479-2149 (Inspections) �1UA'N Op Y,�IL F VAIL ELE T I MIT APPLYCATIQN 75 S. Nroi�taKc Rd. Vait, Colarado $X657 _ Contaet Ea /e Co�n Assessors �ce at 970-328-864� or v�s� d�► � �Gn Lc Y�3�or Parce/ �` � Parcel # (Required if no bidg, permit # is provided above) ) �s i � �, ,� � �� r � �-' ; �� ,, r�- -- --, Job Name: _3 - _) '� Job Address: . , �' � ` , v , Legal DescripCion Lpt: Blo[k: �iling: Subdivision: d�'L�_ Li.t n_ �wners Nam�; —j Address: Phone: ,--a—J Engineer: Address: Phone: Oetailed description af work• ' �` '° -�i, �j��L�.Y �.��,�- �C� � I d 1 ~!-E� �.�L'1 �� !"r) T�{�•GL��fC�.:�`�-� - .�� ..�..'--- Work Class: New () Additlon ( 7 Remode) () Repair () Temp Power () Other (� Work Type: Interior (} Exterior (� Both () Does an EHU exist at this Iocation; Yes () -. . � •.^.- � � � Type of eldg.: Single-farniiy () Duplex () Muiti-family {) Commercial ( y Restaur�nt ( j Other () No. of Exisling Dwelling tJnrts in this building: No. of Accort�modation Units in this building: Is this ermit far a hat tub: Yes No � Does a Fire Alarm Exist: Yes () No � poes a Fire Sprirtkler System Exist' Yes ( No ( ) NO CUMRL�TE SQ. FEET FQR NE1N BUYLDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMqUNT 0� SQ FT IN S7RUCTURE: ELECTRICAI. VALUATION: $ CONTRACTOR INFORMA'TxON L�C�r'`_� �, **�.�i**�:w��**t+�w�t#,ww+ft�.a**�t:t�t*#*,�r.,��OR O�FICE USE QNLY*,►w�.*�*�,�„��**�taw,r,�**tr.*,�wx*r_*�,rr,�t . .. � RECEIVED JUN � " � ' � �'+c�!!-COM.DEV. F;/everynne/(or ms/ef ecperm � Jun-27-01 12=23P Double Diamond Service 970 926 6203 P.Ol DOUBLE DIAMOND sERVfcES, iNC. 0210 Edwards Village Bl�d. PO Box 1452, Edwards, CO 81632 T (970) 926-6202 F (970�926-62Q3 . FAX COVER SHEET UATE: .1 l �_ n � '�3 � 7 . �1 C:'�:' � . TQ; Jl7 COMPANY: Town of Vail FAX !l: FROM: COMpANY; 479-2452 Dee DOUBLE DIAMOND SERVICES, INC. FAX #: (970) 926-6203 NUMSER QF PAGES: Z.�j' RECEIVED JUN �. ry r001 TOV-COIIA.DEV. MESSAGE: JR, Please let me know what the tofal for this permit is and 1 will bring a check in to pay for i� Call me w�th Any questions. Thanks, Dee IF YOU HAVE TROUBL� RECEtVING OUR FAX, PLEASr: CALL (970) 9Z6-6202. :�� .. � 1 �'ll.{ � �l_1r�i ) j.%`� �%G Lt'�, t-f� l � f � rl� ��L,7- �%f lr ��t'�J �j� %%�1'� � r•, r (� � CJ . � .. Jun-27-01 12=23P Double Diamond Serv9ce 970 926 6203 .s DDUBLE DIAM�ND SERVICES, INC. 0210 Edwards Village Blvd_ PO Box 1452, Edwards, CO 81632 T (97Q) 926-6202 F (970)926�6203 n��j� � � �� w -/" � �� ` �� Junc 27, 20t)1 Partial li`t of locatic�ns for AT&T pedestals. Lacation f� 1 .._ � 'ott Roa 0 • ( `f� V / U � Location t�2 42 West. Meac�c�w Urive uppositc Vai1 Fire Station I.acaliifn #3 — 2477 Gxr��iish Drive Locati�n #4 - 2693 5outit Frontage Road — Before lntermouniain Location #5 East l.ionshead Circle — Uphill from bus stup Li�cation #6 2b5 Vail Valley Drivc — Galatyn f.odbc Locatiott N7 Manor Vail Lc�dge - TiACk �f I3uilding p- Nc�rthend Unce i have the remaining �ddresses I will scnd them tc� you. ► �� P_03 AT&T PEDISTAL AD�RESSES PERMIT # E01-0144 PRJ# 01-0222 LOCATION #i LOCATION #2 LOCATION #3 LOCATION #4 LOCATION #5 LOCATION #6 LOCATION #7 2332 ELLIOT R� 42 W MEA�OW DR 2477 GARMISH DR 2693 5 FRONTAGE RD EAST LIONSHEAD CIRCLE 265 VAIL VALLEY DR MANOR VAIL LO�GE 'w ��.� G��..�� 2 . . �� .�,�.�. �? �`<<_� TOWN OF VAIL DEPARTMENT OF CONINIUNITY DEVELOPMENT �� 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES APPL I CAN'T CONTRACTOR OWNER ELECTRICAL PERMIT Permit #: E99-0234 Job Address: 75 S FRONTAGE RD WEST Status...: ISSUED Location...: 75 S FRONTAGE RD Applied..: 11/05/1999 Parcel No..: 2101-082-23-008 Issued...: 11/05/1999 Project No.: PRJ99-0329 Expires..: 05/03/2000 RIVIERA ELECTRIC, INC. Phone: 970-949-6095 2107 W. COLLEGE AVENUE, ENGLEWOOD, CO 80110 RIVIERA ELECTRIC, INC. Phone: 970-949-6095 2107 W. COLLEGE AVENUE, ENGLEWOOD, CO 80110 TOWN OF VAIL % FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 Description: ELECTRICAL FOR FAN IN PHONE ROOM Valuation: 1,000.00 ♦t+a�.r+tr:riw++*++tt+�tt++t+i+ii�rar��ir+rv+ii++rrt+r*�rt++ FEE SUMMARY trwtr+.,�tw+,t+rw+r+rrr+rw+r*+r*++r�rr+.a*i,r+�rt+++�r++r+wtwratit Electrical---> 50.00 DRS Fee ---� •�� Inveetigation> .00 Will Call----> 3.00 TOTAL FEES---> 53.00 Total Calculated Fees---> 53.00 Additional Fees---------> -53.00 Total Permit Fee--------> .00 Paymente----------------� .00 BALANCE DUE-------------> .00 r�w+rrrrt*arw�+t�r.r+r+rr++rr+�rr++rrr+r+++��r,r*trrrr+++t+rtrwr+rt+a*tr+t+++r+tt+a+++t+ri+rr,wr*rtt*rt*++aartar*+�r+i►rr�,r++r+ttt++++a Item: 06000 ELECTRICAL DEPARTMENT 11/05/1999 LCAMPBEL Action: APPR APPROVED Item: 05600 FIRE DEPARTMENT 11/05/1999 LCAMPBEL Action: APPR N/A Dept: BUILDING Division: Dept: FIRE Division: rraa+ay��taar�.rr�ariir+rrri+++r+rri++t++ir+trww+++t+++++r+r++w.�wrrir�twa+r+r+fr�rtrw++r++twt+w+t.r+rirr+�tt�r+*t++w+rir+.t+xa.r++,�atr++tr CONDITION OF APPROVAL l. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. rra+r+rrt+++trar+w�+i+rirtarrari+rr�r**a�rrr+Wtt+rr+rr�+rr++rrarst�rrt+rr+r+r,veri+rvfrr+t+r++trrr++arr++�tar�t++ri++ar.trrsr+aai,vtfarrr+ DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and atate that all the information provided ae reguired is correct. I agree to comply with the information and plot plan, to comoly with all Town ordinancea and state laws, and to build this atructure according to the Town's zoning and subdivision codee, design review approved, Uniform Buiiding Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM `�� ..� ' SI�NATURE OF ER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address...: Location....... Parcel No...... Project Number: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M99-0155 75 S FRONTAGE R.D WEST Status...: ISSUED 75 S FRONTAGE RD Applied..: 11/05/1999 2101-082-23-008 Issued...: 11/05/1999 PRJ99-0329 Expires..: 05/03/2000 APPLICAN'T J& S INSTALLATIONS, LLP P.O. BOX 4206, DILLON, CO 80435 CONTRACTOR J& S INSTALLATIONS, LLP P.O. BOX 4206, DILLON, CO 80435 OWNER TOWN OF VAIL % FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 Phone: 970-468-4786 Phone: 970-468-4786 Description: Valuation: 6,000,00 MECH(FIRE DAMPERS) FOR FAN DUCT IN PHONE ROOM Fireplace Information: Reatricted: #Of Gas Appliances: #Of Gas Loge: #Of Wood/Pallet: tiiiititiittt�kiittiY�ktYt**ttftttYi'ttY�kit�kt#ry'iilrbiiit�MiF'i4+Y'�'tt FEE SUMMARY t'�+'�+***ttttre++x+r++,ri*�rtr+�itrtrr++��r+rt�w+�avrtttt+.it++ Mechanical---> 120.00 Reetuarant Plan Review--> .00 Total Calculated Feee---� 153.00 Plan Check---� 30.00 DRB Fee-----------------> .00 Additional Fees---------> -153.00 Investigation> .00 TOTAL FEES--------------> 153.0o Total Permit Fee--------> .00 Will Call----> 3.00 Paymenta----------------> .00 BALANCE DUE-------------> .00 r�tr+trt,�++rrr�a+i+tirrrtrrrrfw��wr+t�r+wrwrte�r++r+�rr++rttrt+t*+rt*rr+fwr+rrrrrv+*rrtrti+�++rtrrttr�t+r�trw�tirrt�tittrtart+irrtxty�+r 1. 2. 3. � 5. 6. 7. 8. Item: 05100 BUILDING DEPARTMENT Dep t: BUILDING Division: 11/05/1999 LCAMPBEL Action: APPR APPROVED JRM- 11/05/1999�LFCAMPBELPACtion-. APPR N/A Dept: FIRE Division: CONDITION OF APPROVAL FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. COMBUSTION AIR IS RE�UIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1 97 IMC. INSTALLATION MUST CONFORM TO M�N[JFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 �F THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. BOILERS SHALL BE MOUN'I'ED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNr!'ING ON COMBUSTIBLE FLOORING. PERMIT,PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION RE UEST. DRAINAGE OF MECHANICAL ROOMS C�NTAINING HEATING OR HOT-WATER 1022LOFBTHEE1997 UMC,BORESECTION 1004.6 OF�T�HED1997T IMC,SEC. ****k*****************�r******�r************************************************** DECLARATIONS I hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot plan, and etate that all the information provided as required ia correct. I agree to comply with the information and plot plan, to comply with all Town ordinancea and state lawe, and to build thie structure according to the Town's zoning and subdiviaion codes, design review approved, Uniform Huilding Code and other ordinances of the Town applicable thereto. REQUESTS FOR ZNSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADV]�.NCE BY TELEPHONE AT 479-2139 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM ^� ,�--- SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER �� "� � � r_ ,,..�__.. :� � �� . . � REF'l" 1 u 1 TOWN (�� l�fia I L, C`ClLORAI�G F'AGE 1 � 1 i/ 1�/ 199� 09 :.V,B REG!UESTS - I IV�F'ECTN WC)RN, SHE�'TS �i�R : 11 / i E�! 1999 AREA : GG �V��Ac:tivity:~M99-►�iSSr~�11I16/19 Typ�: P-M�:CH St�t�.ts: I��U�D Constr�a ACqM Adcir-es�: 7� S FRQhJiAG� RD WEST �Lacati.an: 75 S FRONTAGE RD �F��ar�c�+l: ��1�1-�E3�-��:,-�t�8 Occ: U�e: �e s�r, i pt i on : MECH { F T RE DAMF�ERS ) FQR FAhJ DUC"i I N GHC]NE RCIQM � Applic�nt: J R S INSTALLA7ION5, LLF' Rt-�one: 97�-46�i-4786 1 Owner: TOI�1V Q� VAIL X FIN�IUGE DEF�ARTMEN F'hone: t::ont r,�ct dr^ : J tt S IIVSTALLAT I C1N�, LL.F� F'h on e: 97�-4E+8-47�5� �i �r��ection�Rec�ii�stYInformatior►.....__________________________________________.�__ ! Req�.�estor: ,30HN ��hor�e: �9�-5471 � Req Time: �►1 s�fi Gamment�: CIRCULATI�►N �'AN Ai F'LAY SiATI0h1 i I�ems r^�c�j_iested t� Fae InspPCtecl... Actian Comments Ti.me Exp � �t�..�4�t MEGFd-Mi �c. � .�..,_„ _.... . � -�hi�--� -r-�-�r�c i"'t� - ---_ . _ - - .w Inspectian Histary...., It�.�ms ��'►�� MECH-Ro�.�gh Item: Q��::`4� F�LMP-t��s �'i�ing Z�em: ��1� h1EGH-Heati.ng Item. t��3�:� MECH--Exha�.tst Hnads Item; i��3�:,� MECH-S�_tpply AiY� I t e m: ��::,4+� �fECH-hi i sc. I i: � rn : t�+Z��.,91� MECH-F i n� l. -r'� � � rv ��C1 �� W � Y"_� �� . �� sG�° - � ,�� a � �v � �� . � TO: ALL CONTRACTORS CURRENTLY REGISTERED WITH THE TOWN OF VAIL FROM: TOWN OF VAIL PUBLIC WORKS AND COMMUNITY DEVELOPEMENT DATE: JANUARY 1, 1999 SUBJECT: CONSTRUCTION PARKING AND MATERIAL STORAGE CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROffiBIT`ED A. Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt; snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereo£ B. Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or anyo uther debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Directar of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the eYpense of the notified. C. Exceptions: The provisions of subsection A hereof shall not be applicable: 1. Within the immediate area of any construction, maintenance or repair project of an_y street or alley or of any water main, sewer main, electricity line, gas line, telephone line or any appurtenance thereto; 2. To deposits of sand, dirt or materials necessary for the protection of thc public safety; and 3. To public areas designated for the dumping or depositing of said materials. D. Summons; Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. E. Notice; Penalty: It is unlawful for any person to fail or refuse to compl_y with the notice of the Director of Public Works as provided in subsection B hereof, and anv such person shall, in addition to payment of the eYpense of removal incurred by the Director of Public Works, as provided in subsection B hereof upon being found guilt�� of a violation hereunder, be punishable as provided in Section 1-�4-1 ofthis Code. (1997 Code: Orduiance 6(1979) Read and acknowledged by: J �-+ �'° `/ �� Position or Relationship to Project: (i.e. contractor or owner) Date: 1( — I— �( K TOWN OF VAIL Department of Communiry Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 iM BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Tovv�i of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review of Health Department review, and a revie�v by the Building Department, the estimated time for a total review may take as long as thrce (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maYimum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take the three (3) week period. Every attempt will be made by this department to e�pedite this pernlit as soon as possible. I, thc undersigned, understand the Plan Check procedure and time fraine. I also understand that if the permit is not picked up by the eYpiration date, that I must still pa�� the Plan Check Fee and that if I fail to do so it ma}� affect future permits that I apply for. Agreed to by: � °-� � � � w-°-^ � Project Name: �i R..c.. �� '��---� �'� ✓'°' � �' Date: i�—I — Work Sheet was turned into the Community Development Dept. L� RECYCLEDPAPER PUBLIC WORKS PERMIT PROCESS How it relates to Building Permits Fill out our check list provided with a Building Permit Application. If yes was answered to any of the questions then a"Public Way" is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Vail Valley Drive. 2. Notice sign offs for utility companies. All utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. 3. A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of � Construction, Staging, etc.). This plan will expire on November 1 st and will need to be resubmitted for approval through the winter. 4. Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates wil] be scheduled for the Town of Vail Electricians and Irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. 6. The Public Work's Construction Inspector will review the application and approve or disapprove the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. 7. As soon as the permit is processed, a copy will be faxed to Community Development allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a"Building Permit" which is to do work on a project itself. NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15`h A new Public Way Permit is required each year if work is not complete. TOWN OF VAIL�' Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 TM INFORMATION NEEDED WHEN ?�PPLYING FOR A MECHANICAL PERMIT 1. HEAT LOSS CALCULATIONS. 2. TQ SCALE. FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT DRAWN IN TO SCALE, WITH PHYSICAL DII�IENSIONS AND BTU RATINGS OF ALL EQUIPMENT IN THE MECHANICAL ROOM. 3. SHOW SIZE AND LOCATION OF COMI30STION AIR DUCTS, FLUES, VENT CONNECTORS AND GAS LINES. 4. NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN TI-� MECHANICAL ROOM. FAILURE TO PROVIDE THIS INFORMATION WILL DELAY YOUR PERMIT. L� RECYCLEDPAPER �._`f�J.� �� 1 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT � 75 S. FRONTAGE ROAD '�"� ��' � � �'�`� � VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 241 S FRONTAGE RD WEST VAIL Location.....: 241 S FRONTAGE RD Parcel No...: 210106407013 Project No : Permit # OWNER TOWN OF VAIL 09/20/2002 Phone: % AVON SUBS SANDWICHES & SAL PO BOX 3248 IDAHO SPRINGS CO 80452-3248 License: CONTRACTOR A.K. ELECTRIC 09/20/2002 2103 ZEMATT LANE UNIT 2103-A VAIL, CO 81657 License: 117-E APPLICANT A.K. ELECTRIC 09/20/2002 2103 ZEMATT LANE UNIT 2103-A VAIL, CO 81657 License: 117-E Status . . . : Applied . . : Issued . . : Expires . .: E02-0189 ISSUED 09/20/2002 09/27/2002 03/26/2003 Phone: 970-390-3258 Phone: 970-390-3258 Desciption: INSTALL NEW NEW GATES 1)LIONSHEAD STRUCTURE 2) MAIN PARKING STRUCTURE 3) FORD PARK 4) SOCCER FIELD GOLF COURSE Valuation: $45,000.00 ***�MSa**************r***********�*x*+****sr**s********x**s**�*�*r*sr FEE SUMMARY �******x*****s*�a************a***************xra***�**►**r** Electrical---------> $ 8 i 0. 0 0 Total Calculated Fees--> $ 813 . o 0 DRB Fee---------> $ 0. 0 0 Additional Fees----------> ($ s i 3. 0 0) Investigation----> $ 0. 0 0 Total Permit Fee--------> $ 0. 0 0 W ill Call---------> $ 3. 0 o Payments------------------> $ 0. 0 0 TOTAL FEES--> $813 . 00 BALANCE DUE--------> $0. 00 **s***s**r*ss*r**+*********+�*xr***s****s***�s***s*r****�**r**s**:t*sa****«ra**s*�*ts*r*r*a*******r*s**�s*********s*****r*rx*****rrar**s*******r*s Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/20/2002 DF Action: AP Item: 05600 FIRE DEPARTMENT *��*:***�****:***.**.*.*..:*:*:***:*...****«****.:******.«*«.«*.*****.*�*:***.****:***:***********s**:*****:.**:..�**s*:�***�:.�******�**+*****■* CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. +****:*+***�***�*+*****�*+**�*:�*.****:***:******.:***�**«*..******�**�******s********�:***::�:*:**�***:«�*:******.*:**�***�*:*s*.*****�*+********* DECLARATIONS I hereby acknowledge that I have read this application, ftlled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN�'�� AT 479-2149 O FFICE FROM 8:00 AM - 4 PM. R OR CONTRACTOR FOR HIMSELF AND OWNEF a APPLICATI d �r►wN oF Y��, T 75 S. Frontage Rd. Vail, Colorado 81657 ;��'�/�r ��c� � E-Mail Address: Contractor Signature: LE OR UNSIGNED Pr ect #: B ding Permit #: ctrical Permit #: 970-479-2149 (Inspections) � Town of Vail Rpg. No.: Contact and Phon #'s: �� i � /% �� .� 1 � �, ��. :-� � � :C r�= COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials�) AMOUNT OF SQ Ff IN STRUCTURE: ELECTRICAL VALUATION: $ �� (,�(> �� Contact Eag/e County Assessors O�ce at 970-328-8640 or visit www, eagle-countv. com for Parce/ # Parcel # � , � � �� _ Job Name: �� i C /_' �� • Job Address: 2 � / �� y� _ / � — � � / �Il`d Legal Description Lot: Block: Filing: Subdivision: _ Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description f work: �'� �..{-z; 1 I y� �. ,�.1 e� r, '� f' � , 3 r�"� �"'�� /�� r° /< � � �. . c� ►, � h �ca c �-� e� �� C' � 4� a•L. � I ' � a � ��C' � +'� � G3 , +r� . •� � U l.'C��1 /'C� *I 'c�J � � C' l�,^ � i � � C'1 �` �% � � Gr �.� �' S Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Temp Power ( ) Other ( ) _ rWork Type: Interior () Exterior () Both (� Does an EHU exist at this location: Yes () No () I Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) — No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub� Yes () No () Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist. Yes () No () ��X��Y*��x�*�,��x��x��:��:�:��x��xFOR OFFICE USE ONLY��:�*�*��:�x��:��**�:*��*��,��:,�x�:�,� Other Fees• DRB Fees: Planner Sig \\Vai I\data\cdev\FORMS\PERMITS\ELECPERM. DOC Date Received: Accepted By: r ,, �J,�� 07/26/2002 �., ;_:_._. __. .___ .,. _ ____.._ __. ..._..___:__._._....r.__._........_.._... _ ___..._... _ .._.___._.___.�.._.;___..._._._e..____..._..____.Y.____.,_._._....___.._.___.._._._ ��c � 1� i� � �-'� �i-��ri� � ��r+�� t ��Mr�g � � .��:�� r�! _.__w__ __._.__ _. __ ._ __..__ _.._._- .--__`�C��.:,_�:�_- �" .t�_�.�________._._ ___..___. _.__._ _._____.__�.......�____ s�+�q��.� ��;�t��i�: ��'iur��,�, J�:��ry "��, ��3;� l�tt��s e.2��t� �'�. �t� �S€#� a�►.d�r�s�: 2��s � ��x� �?6V'I`��= �'� �d+�"�,� v��il. ��'� � �-:�t��*�E7r�+^sE �� AI�� t�a�r:r�� ii�iY�: E(?�-f�'�� "yG�. �S-�I_Et� �t��ST�a�.a' .�+:.�'AA ��"ABttx�; ��a5i�� {:LTI'�1 ��7F' s�'^�C.4f�llr'y' ! )c.�- li1�;� $C�' �C �itl�?�P° '�S��iri t�F 4iPtil� �±�r�c�: �.� �;e�c��r�±c: ��*�. �F��°�- s,e� t�c��tr��r� �..4� �.i.�;e.TR��.: '�i�a�e; �7�-�3� x2� i�s�:r�pt�as; ��lS'�,;�_i� r��u 3v��"� ;��T�� i�,i�J" �4��j"��` ^ "�"��: � _��> .. . 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( �� f��-�-�e-� � j-- C�' �. � 3 �i9S�F5�'t:�liJgi z'i:SC4�i. , �t�td�3: �f ��i ��.��-"�t34I��b_ �`�'aVrEC iian'�: �$::C� �i.��.:.-F�'�E a� 'sf�t��: i:�"� �i.Ec:..-Ccm�� c�: 1�'r ��.��..�,P�s�.. �t�rr�� .��-��a��s `° ��;pps�v�res =,. �;tt?�'�Y.� a�►s�,�ctoa': ��a �:.cxr»rr��a��. i� � tec��.. f� irtitw�s.Vlt��r _ .. _ � _. _ _ . _ ._ _ ._ _ _ :�.: :� �` � �� . �ts�a iy�13: ��: �'�t� U�' F�'� ii�E'f+�s: °�''�° 3�Jt.'s- ' °'�� '�.�"'i�::. r,i1r`�,.�rt� v.s�.�� St�is?�� 'l�+kA� �f�s�a �,c�a� �� '�:��,a��[� 4 li��k.''': �°�:��i ?'t� 4'�?i�r�fE�. .��. �i' �J''v�S�c� FS,�t79�Ki �i1''. .��.��`! � _l-;�� " F�' � � � J ` ;; �;s:tl�xi7: �f`'l�F� �+��°t��!� � _. ._ __ __. _ _ _. ..._.__.. - �^t.:�' � �: d . "i � 8 TGWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 OWNER DEPARTMENT OF COMMUNITY DEVELOPMENT � ' � ;_,,,� t �,l l �\�. 5 � � � �. <��'�-�` L'+�� ` •��— NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Pernut #: E01-0017 Job Address: 75 S FRONTAGE RD WEST VAIL Status ...: ISSUED Location.....: Applied . . : O1/30/2001 Parcel No...: 210108236004 Issued ..: O1/30/2001 Project No : Expires . .: 07/29/2001 APPLICANT TOWN OF VAIL C/0 FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: TOWN OF VAIL 75 S FRONTAGE RD VAIL, CO 81657 O1/30/2001 O1/30/2001 Phone: Phone: 970-479-2100 License: CONTRACTOR A.K. ELECTRIC O1/30/2001 Phone: 970-390-3258 2103 ZEMATT LANE UNIT 2103-A VAIL, CO 81657 License: 117-E Desciption: CONVERT 1 OFFICE INTO 2 Valuation: $1,000.00 s*sxx:e********r*rs*s►**srar***r*rr*�+*************:r**�*�*a**a**a**** FEE SUMMARY sx*****r****a**s*****r►r***r**►****ss******►ra�******rrs*ras Electrical---------> $50.00 TotalCalculatedFees--> $53.00 DRB Fee---------> $ 0. 0 0 Additional Fees----------> ($ 5 3. 0 0) Investigation----> $ 0. 0 0 Total Permit Fee--------> $ 0. 0 0 Will Call---------� $3 - oo Payments------------------> $0 . 00 TOTAL FEES--> $ 53 . 0 o BALANCE DUE-------> $ 0. 0 0 ***s*:s***t***sr*rr*rr***s**sr**ts*t►****r****x��r:ccas****s**:t*rrssxt****�***sss*:c**as«sx**s***axsaaa►sssa*ra�rt*s::s****s*s*s*s**:ts:srsrr***ss Approvals: Item: 06000 ELECTRICAL DEPARTMENT O1/30/2001 JRM Action: AP .�+.***�+�****+*.**....�......+�.».*.*.***,:*,:.**.**..**.**...**,:.***.*.*****.***,..*.*.�»***.**�..,*«..�.�*.**«*«.�,:.**�**.,:.,*****.*�.......**** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. .*********.*****.«*.********..::.***«****«:..*:*..*****.:***:*****�*.***�*.***�********�*******.*******:*.*.**.**..**.**********.*.*****...****** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNE ' APPLICATION WILL NOT BE ACCEPTED IF INCOMPIETE OR UNSIGNED .. Project #: /�iQTv/ - oa � � �,,��-�.�nR�jBuilding Permit#: ,Bd/ - aoi Z Eiectrical Permit #: �� 970-479-2149 (Inspections) � TQWNUFYAI�, ��WN pF VAIL E�ECTitICAL PERMIi' APPLICATION 75 S. Frontage Rd. ,�" �`.�, Vail, Colorado 81657 F � ,� � <- "#� �, Contact Eag/e County Assessors Office at 970-328-8640 or � I Parcel #(Required if no bldg. permit # is provided above) Job Name: Legal Description � Lot: Owners Name: Engineer: Detailed description of work: � Block: _� Filing: � Address: Address: ��! � 1'�c� �� Job Address: Subdivision: Phone � —1 Phone: � � for ar / # Work Class: New dition () Remodel () Repair () Temp Power () Other () Work Type: Interior () Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No ( COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: Electrical Contractor: //��ti �.i� Contractor Signature: 0 ELECTRICAL VALUATION: $ CONTRACTOR INFORMATION 0 Town of Vail Reg. No.: Contact and Phone #'s /�_' �� % � -� �� "" � � � �S" f.�:rx:�:>:�:��::��y�;:��:..s�:��:FOR O�FICE USE ONLYY:fX�:�::FY�:'.�. :�:��::�::�:Y::YY�f/��:rr� :::..........�:�:::�:�: y.t.�.�L�j:�:�:�:t�'I.'Y�Y�.C3'.'.�C:C• / ,� . � . . . � v �AN 3 ! �ther Fees: � Date Received. O 200� ' DRB Fees: I Accepted By: � Dlannr�r Sialt-O{�: F :/everyone/forms/elecperm � �� . ______.. ___. _._ ____ __...._ ___._____..�_ _�__ _.__.___.__.. __�_____ ___ _.._ ._._ ___ _..._.. . ... _ _--- _._ _ ____—_._. F��it�� :,� -��:,�`, -"�.��J::; �l��l�Aii ��}�+�"it $��Y"�..$4�� . � . .. __ _ ._ _ ._ ____.. _._.. ___ __ _. _ _ �.�� ta_____ ._ ._ _ ._ __ __..._._R .__._ ._____ __�#�1��._��.� �._°�`��i..,. d _._.. .. � . . _ _ �� s��#:� s;;��is.�# ��i��:' t�;�`c:�y, ..+as�u�r;� ��:'�vG'� � ira��n r�.��a: �aa �� 1s�r��s: P� �s "s=��i'�`€�+G� +�� '.�'i ��,:L �t�� ia��csrs�a�i�. �r��uit�r', �.C� �.��°� Ty�: !��L�t� a;.xr.� T�+t3e: ��'�'�it� �.►�: �°s�s��#'�'"��: �c:��.atx�r�c�v: ��.��4le£�6; "T�%SYl',�i��ty ti,�' 7+.r'r�q:li. te�"2�'.' � a d)-.��°" i 4�u` ryi'°�'`��:`.�?4� ��i�:�df'�P ,�.�.�' Y�i`+�k.. F'�f!!�4Ff3. �t"�w'a�s�";5�:,..�i� ��+iiiC,ti?3: �..44. �:f.'�� T��r. €��tt�a: ��:N".�i�T � f��!l�=E lY=i�'� � �y.. ��ea� �n��;a�st3ds i lt��: 49� El.�G_C�rs�l, i�:s^��t�ar: �_�fg. �y:.�f�y"?�.�y'c�y} w.��i�F��. �?}ii4 �.rvi4! v,—a6E".7��L: �ssi�ra� �'a: ��LP►`�"�.�� €� �.�g�' �_, �4c'-t4�st: ,�.,�.,.,..,....�.�......�..,..�.,_- „�.�.�,.........,�,, �s�rn (;t��e!��t�: �;- _ Z r_; r� 3 �� .o G.�. �,. � — ��'. �'�tta�; f=46�iF#I_ ��s�� Pr� f-�A. �r:.�r�u� �9�cd �'i�'��: ��:t?� Ai�3 �,. �,i1�fi41?":. "��l�°��t� �.:�l��'u�� L7• P.f67.+1.V1..7'y � ;r��=t4�t� �:i�� ita�z.: i`3�u �i.��-��iar;a�;. �cy�+�� it��?n: 125; �l,�rC��'c�3t�� n it�a�, : � �# � t �.G-: c� ��,Ii €te�ta�: �t� �.L�:4.:�t+�a�. °x �#� tt8t��: ��'� �.��i. �'�se:�s a� "° �;�i:.��;: fi.�'3�''i� a�s�%�iti;;3'VC:� G1;�iil:�r'€? < i��v�: �g ` _ . .. _ _ __._.._.�.�____ � -. _. _ . _ �'�1�1 �i� � "� 1'E� ,!__ �_��-�--v-�_^-5-- —y --.__� _ . . ` S%.C+dCt�.1.. »��.E_ . . . . a TOWN'vF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 ,7ob Address.... Location....... Parcel No...... Project Number: � �: �`�d ( � F-i, ��"G jG � DEPARTMENT OF COMMUNITY DEVELOPMENT �� F � �� i ! �lL� ,� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M96-0183 75 S FRONTAGE RD WEST Status...: ISSUED 75 S FRONTAGE RD (MUNI BUILDINApplied..: 11�06�1996 2101-082-36-004 Issued...: 11/08/1996 Expires..: 05�07�1997 APPLICANT VALLEY WIDE MECH. & ELECTRICAL I P O BOX 5080, AVON CO 81620 CONTRACTOR VALLEY WIDE MECH. & ELECTRICAL I P O BOX 5080, AVON CO 81620 OWNER TOWN OF VAIL % FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 Description: HVAC UPGRADE Phone: 3039491747 Phone: 3039491747 Valuation: 35,000.00 HOf Gas A liances: #Of Gas Logs: NOf Wood�Pallet: Fireplace Information: Restricted: PP ***ic*****icic*icic***icicic**ir,t,t,t,t**ic,t*ic**ic**icic****ic***,t**ir*****,tic fEE SUMMARY **,t**icoo*icic**icicTotal*Calculated*Fees**ic>****ir*ic,t*878*00*** Mechanical---> 700.00 Restuarant Plan Review--> ,00 Additional Fees---------> —$78-00 Plan Check---> 175.00 DRB Fee-------------'--> .00 Investigation> .00 TOTAL FEES--------------� 878-00 Total Permit Fee--------> ,00 3.00 Payments----------------> .00 Will Call----> BALANCE DUE--------'----> 11111 i i i i i' %'�"k'k'�( *'A' if 7t * �C �' �( 7t 7t 7�"Jf 7�' 7f 7f * �! 7�"�! �"�f iC �f'k'k �C'h"�( �f �! 7�' * 7t 7�' iC �"�C 74'�C *'k'�( iC ♦! if �l�' i! 7f 7f'� C�( �f'k'k jC �! iC'�( 7t �( �C'�('�( if'�( �! jf'k i! �! �('�I'�( lt'�( i( if il i!'k �('k "k i( �( j( if �( �C'k �( jf �! i!'�C if'/f iC'�f �f �( i( iC'�C �! �('k �('�C'k'lC i!'�( �( �C Item: 05100 BUILDING DEPARTMENT De t: 11�08�1996 CHARLIE Action: APPR CHARLIE DAVI� Item� 05600 FIRE DEPARTMENT Dept: 11�06�1996 CHARLIE Action: APPR N�A CONDITION OF APPROVAL BUILDING Division: FIRE Division: l. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******************************************************************************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informatio� required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM / SIGNATURE OF OWNER OR CONTRACTOR fOR HIMSELF AND OWNER `��°t-< ��'` �� 0 � �'-,,� 4 VA�,L�Y V�l�� M�chanical Sc �Ie��r�cal, In�. `The Professtonals' mo; FRpt�t: DATF: C �A 1f� : r - � � r,' �� .� -��,, � c FA� �Q�R ��'� 0 Tota� �ayes to follow ( including th�s �?a e��., • a�'� �r4blemg o�i.t.h �- p � . Tf �h�re Th�1,1k Y��` reC�i t of Chis l.L•�raSmiSSio You. . ple�se adv�se. 7'his transmiss�r�n �s submixted: FoX your ��1,e ------�'°r Y��r informat�i�� FQr Y��' approVal _��°r Yaur review FOr your xespanse ..�._ Per yaur requc5c ..�_._.F`or your qudtation Origina7,lco�y F�i11 follow: Regula� t��,l zOvernigh� belive�y ____„Hand Uelzvery �Other —.�,.��'�g�lnalfcapy will nnt foI],ow CONF,�jD�NT�'AL,ITY NO�''E The doc:uiitet�t,� acComp�ny�ng this facsimil� transm�ssion contiaxn in�orm��io� bezonginc� ta the sender th�t is r.nn�iden�ial �naior le�azly �rivlleg��. The informatYan is �t�tended onlx far the use of the individU�l or entity riar�ed above. if �ou j,I]'C.�x�C1N3CI r�c�,pien�,, l are not thc You a�e he.�ek�y notif�,�� that any disclqsure� copyi.ng� distribution, ox the t,�kir�� af any a�tivn in rcliance u,� �tte conten�s o� this telecapied infqrmat,fan is stricCiY �rohibited. �f you have recei�red this facsimile �n Ar imm�dxatielY bY telepho�e �o arranqe �or re�urni��f�thenoriginal doc�trnents to ias , 431 M�TCALF ROAD � P, O. BOX 5Q80 • AVON, GQ�.ORqDQ 81620 •(g7p) g49•rt747 • FAX (970)�ti45-7744 � � tnrt ^� �at n-rrti nn n ,„ TOWN'�l� VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRON'TAGE ROAD �...��t,�� va1L, co si6s� C ��-c�-c�� 970-479-2138 �'�,�� >�c� � T BE POSTED ON JOBSITE AT ALL TIMES �, � hc� NOTE: THIS PERMIT MUS ��` �� ADD/ALT COMM BUILD PERMT Job Address: 75 S FRONTAGE RD WEST VAIL Location.......: COLJNCIL CHAMBERS Parcel No....: 210106400003 CONTRACTOR NINE-0 CONSTRUCTION SPECIALT07/17/2007 2421 BLAKE AVENUE GLENWOOD SPRINGS CO 81601 License: 881-B APPLICANT TOWN OF VAIL 06/26/2007 75 S FRONTAGE RD VAIL CO 81657 License: 463-B OWNER VAIL COLORADO MUNICIPAL BLDG06/26/2007 75 S FRONTAGE RD VAIL CO 81657 Desciption: ATTACH DRYWALL TO CMU WALLS IN COUNCIL CHAMBERS Occupancy: A3 A3 Type Construction: V A Permit # B07-0185 Project # prj07-0261 Status . . . : ISSUEII Applied .. . : 06/26/2007 Issued . . . : 07/18/2007 Expires.....: O 1 / 14/2008 Phone: 970-618-1729 Phone: 970-479-2100 Valuation: $45,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 **r*�***►***«***s****�*sr**�s+r*r�**�*�+�*�******s*s*****►►+r+»**a�* FEE SUMMARY *r*��**s*:ra*►*s**a***�+**#sr►�**e*+sr*��***+*�r+*****��++*s� Building------> $ 5 93 . 2 5 Restuarant Plan Review--> $ 0. o o Total Calculated Fees--> $ 9 e l. a 6 Plan Check---> $ 3 8 5. 61 Recreation Fee--------------> $ o. o o Additional Fees----------> ($ 981 . e 6) Investigation-> $ o. o o TOTAL FEES-------------> $ 981 . B 6 Total Permit Fee---------> $ o. 0 0 W ill Call-----> $ 3. o o Payments-------------------> $ o. 0 0 BALANCE DUE---------> $ o. o 0 **«�***�*s*r**►+*ss***:s*►**+*»*****r*►+*x****�***a**+*��***�**�+«++*+***�s**+*zrr►**+***+*+**r*++**�s��****��+s*s*�*��*+*:«:*�*�**s.�►*��*r**..� Approvals: Item: 05100 BUILDING DEPARTMENT 07/17/2007 cdavis Action: AP See Red-Line corrections on approved plans Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS **,�.,.��*«*�**:�*,�,�*��+�*,.***.*+*.,*:***+**�.:**�.*.***.**�.�*.*.**.*�***.****.*.*.�.*.***�.*:**.*.*:.:..*******,**.*.**,:*:.x*�+�+*.,.�.».+.* See the Conditions section of this Document for any conditions that may apply to this permit. ' DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. � REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM � 4 PM. ,/� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B07-0185 as of 07-18-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: TOWN OF VAIL 970-479-2 I 00 Job Address: 75 S FRONTAGE RD WEST VAIL Location: COiINCIL CHAMBERS Parcel No: 210106400003 Description: ATTACH DRYWALL TO CMU WALLS IN COUNCIL CHAMBERS Applied To Expire 06/26/2007 Issued: 07/18/2007 O1/14/2008 ***********************************************Conditions:************************************************ Cond: 1 (FIRE): FIRE DEPAR7'MENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. . � � � �"'y �� k� Q�` �� 7a S. Frontage Rd. Vail, Colorado 81657 u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: �'f� �G � — U �- � � Buiiding Permit # �"� ��:��c��i��..�,� .i��; � T�WN OF VAIL BUILDING PERMIT APPLICATION Separa e Permi�s are required for electrical, plumbing, mechanicalyE � �� ' � cC�� CONTRACTOR INFORMATION /�/� � �t�^� ieral Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �:�.�,_ __ ,.� �-_ � 1.,�._ ° -�_ "�--- � i� i Email address: COMPLETE V�ILUATIONS FOR BUI BUILDING: $ �,'f � ELECTRICAL: $ PLUMBING: $ MECHANICAL: $ Fax Labor & Materia OTHER:$ TOTAL: $ � For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or vis�it w`ww!�aqlE �� / �� Job Name: /��1tir�L�' �t� jj �� ,,� �i � �ia,w� � Job Address: � � �� - �'� �� Legal Description Lot: Block: Filing: Subdivision: Owners Name: G, � Address: � s, � � �� Phone: c�t R ' a Architect/Designer: Address: Phone: � . C) � ;ountv.com f �� ,� �� Engineer: Address: Phone: '� Detailed description of work: � �c� f . e�'Yw��l- ciKC�� o�� c��z�ls i�� c�v�1ci ��'�R��rf r � � Work Class: New ( ) Addition ( ) Remodel;j�f Repair ( ) Demo ( ) Other ( ) Work Type: Interior � Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial �j Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: ,,--- No. of Accommodation Units in this building: s - No/Type of Fireplaces Existin : Gas Appliances () Gas Loqs () Wood/Pellet () Wood Burnin () NolType of Fireplaces Proposed: Gas Appliances () Gas Lo s( ) Wood/Pellet () Wood Burnin (NOT ALLOWED) Does a Fire Alarm Exist: Yes �' No () Does a Fire Sprinkler System Exist: Yes Q�} No () FOR OFFICE USE ONLY Date Received: ' � � Received By: F:\cdev\FORMS\Permits\Building\building_permit 4-17-2007.DOC Page 1 of 7 04/17/2007 ��' _:. ��y��. �� BUILDINC_PEF�M�-T APPLICATION CHECKLIST S,�LE FAMILY/DUPLEX CHE�L�IST �� u This checklist is to be used wit any smg ' p/dtrp{e�psa-rrait (new construction , addition, or remodel application.) ❑ Town of Vail Design Review Board approval must first be obtained (may not apply to interior remodels) ❑ Plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Plans ❑ Site Plans. Provide all site plan information as required for the Design Review Application for your project. � Refer to the DRB application checklist for complete details. � 0 Construction staging plans. Provide construction staging and materials storage site plans. ❑ Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of inechanical equipment clearly shown ❑ Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. ❑ Window sizes and operation types. Specified on the floor plans or elevations. ❑ Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details ❑ Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch ❑ Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. ❑ Rescheck compliance certificate and inspection checklist (new construction and additions only). Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck compliance report. ❑ Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plans ❑ Soils Report. Include 2 copies of the soils report for your lot. ❑ All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer. ❑ Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soils report number and soil bearing capacity referenced per the soils report. ❑ Foundation plan. Provide a complete foundation plan with all footing/foundation section details ❑ Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. Other items ❑ Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be disturbed. See Town of Vail asbestos testing requirement form. ❑ Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees will be paid upon issuance of a building permit. I have read and understand the requirements of this checklist. If any required information is missing from the application�l understand the application will not be accepted. Applicar�#'s Signature Date Z? � % F:\cdev\FORMS\Permits\Building\building�ermit 4-17-2007.DOC Page 2 of 7 04/17/2007 � Tt?�NOF Vt�l � PLAN CHECK FEES TABLE � Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit submittal. Please use the table below to calculate your plan check fee total. $100,000-$150,000 multiply by .0055 of Valua�ion Total $150,001-$250,000 multiply by .005 of Valuation Total $250,001-$400,000 multiply by .0045 of Valuation Total $401,000-$750,000 multiply by .004 of Valuation Total $750,001-$1,000,000 multiply by .0035 of Valuation Total Valuations over $1,000,000 will be calculated by the Town of Vail Building Department. If you have any further questions, please contact the Town of Vail Building Department at 970-479-2128. F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 4 of 7 04/17/2007 0 , , t' tURi1 Ut Y� • WHEN A"PUBLIC WAY PERMIT" IS REQUIRED u PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": o Is this a new residence? YES NO o Does demolition work being performed require the use of the Right-of-Way, easements or public property? YES NO o Is any utility work needed? YES NO o Are there any improvements being done to the driveway? YES NO o Is a different access needed to the site other than the existing driveway? YES_ NO o Is any drainage work being done that affects the Right-of-Way, easements, or public properiy? YES NO o Is a"Revocable Right-of-Way Permit" required? YES NO o Is the Right-of-Way, easements or public property to be used for staging, parking or fencing? YES NO If answer it N0, is a parking, staging or fencing plan required by Public Works? YES NO If you have answered YES to any of these questions, a"Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Works office or at Community Development. If you have any questions please call Leonard Sandoval in Public Works at 970-479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. Contractor Signature Job or Project Name: Date Signed: Company Name F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 6 of 7 04/17/2007 TOWN OF VAIL - COMMUNITY DEVELOPMENT CONSTRUCTION FEE SCHEDULE 2003 (adopted March 1, 2003); updated March 1, 2005, updated March 13, 2006 BUILDING PERMIT FEES Total Valuation $1.00 to $500.00 $501.00 to $2,000.00 $2,001.00 to $25,000.00 $25,001.00 to $50,000.00 $50,001.00 to $100,000.00 $100,001.00 to $500,000.00 Fees $23.50 $23.50 for the first $500.00 plus $3.05.00 for each additional $100.00 or fraction thereof, to and including $2,000.00 $69.25 for the first $2,000.00 plus $14.00 for each additional$1,000.00 or fraction thereof, to and including $25,000.00 $391.25 for the first $25,000.00 plus $10.10 for each additional $1,000.00 or fraction thereof, to and including $50,000.00 $643.75 for the first $50,000.00 plus $7.00 for each additional $1,000.00 or fraction thereof, to and inGuding $100,000.00 $993.75 for the first $100,000.00 plus $5.60 for each additional $1,000.00 or fraction thereof, to and including $500,000.00 $500,001 to $1,000,000.00 $3233.75 for the first $500,000.00 plus $4.75 for each additional $1,000.00 or fraction thereof, to and including $1,000,000.00 $1,000,001.00 and Up $5608.75 for the first $1,000,000 plus $3.65 for each additional $1,000.00 or frac6on thereof. il. OTHER INSPECTION FEES 1. Inspections outside normal business hours minimum charge two hours. 2. Reinspec6on fee assessed under provision of secbon 305 (g) of the UBC. 3. Inspections for which no fee is specificaily indicated including special inspections, special work orders 8� zoning. 4. Will Call Inspection Fee - applies to all pem►its 111. PLAN REVIEVV Building Plumbing Mechanical Sprinkler Investigation Fast Track 7 RestaurantFee Preconstruction Meetings Additional Plan Review Plan Review Fee shall be 65% of the building permit fee. Plan Review Fee shall be 25% of the p�umbing permit fee. Plan Review Fee shall be 25% of the mechanical permit fee. Plan Review Fee shall be 25% of the sprinkter permit fee. Whenever work has commenced without first obtaining said peRnit, the investigation fee shall be equal to the amount of the building, plumbing, mechanical, elecUical, sprinkler or alarm permit fee. All other fees shall be in addition to the investigation fee. Plan Review for a fast track permit, when plans are not totaliy complete shall pay a plan review fee equal to the building permit fee. Health Department P�an Review for kitchens shall be a flat fee of A fee may be charged when dme spent is determined to be excessive by ihe building officiai (excessive review is over 2 meetings or four hours). Additional plan review required by changes, additions or revisions to IV. PLUMBING PERMIT FEES $15.00 per $1,000.00 valuation (valuation -$500 per trap opening) MECHANICAL PERMIT FEES $20.00 per $1,000.00 valuation i VI. SPRINKLER PERMIT FEES $350.00 plan check fee plus 4.25°/a of the valuation FIRE ALARM PERMIT FEES check fee plus 3.75% of the valuation $47.00 per $47.00 per $47.00 per $75.00� $55.00 per $55.00 cdev/buildingffee schedulelPermit Fees.adopted2003.3-13-06 3-13-2006 . y. . ��.- � l c°�S �� r ,�PPROVEt"�� e�, �f�;"�� o � �� U � � ,d�� T . �9 . i�r � tht prov�iian � codie a�! any�ott�r � Perrni�s pre�r►ing to � �p�d Wt aod�t or othe� a��anws o! �� tte �oi�etfa �� r � � �� ' , . , .� .; Town of Vail �� E COPY � h� ��.:�b�.� oFF � ��.� � -� M�R x �vio�� e+�.Qtb 8�w� �� QiZ+�y w� �t nta-rt�'xc.� N �,�. - C a � � - �-a,M; � � � .. �-eTl o�J ��• �A. � fi`o,�e.,�..� -�- s k � � �e+r►� st�� PS Peoi�3an -10 a,,�,,�..� c�a�� _ � 6£ � �Tw' �� 'ous-r B� �d� �� g �� 2E 6k-°c.tc.�,�t� T�'6"- wa�. ,�� o� t a0 , Ct>f�.[ ��tc-EO � �A�.E's �b � L,E� �}�P6�� qnty �i w�r�c s,o�..� o e. �ss i� n,�'o,��ro � � �4 T� 1�'L Tr� �E t� �'t� F� �.�... gf' �'�-�' , S�e��,t 3 �3. Y. j �' �ae�,�� 6� �..�14Lc. �Q.r9 a.rrC�. �. i��°'� t7t 12.��.Tt)/ T8 � l.� #�� '7'1��= N� t.,i ��H �� i+�,�� sor�►�. ��-�c.- �4s-r ..��s ,�� -s E��e�� e�� ..� n �. � ��-�' � t...��e d a.0 [..�re� �4�5 �'rs��.�f_S ./V� So�F'� Ts ��o� — l�� F�-c-�� 70 � t��Fo�w6� i�! �cto�D�.tc� `i� �.00S N�. Et-�'c��cr� P�� p�� a�s��. �PI�iG2�n f�E��P� �Ji'� �'t� �S� �.�vi�� f�ffi� ��t�a��/� - - �� . s E�c-�.��► � � y 3 _ d.. C�„��-�r v�►�� e�o�e -� �e�. ��.� �r� d rd.DtC� Ta E�C.r rrt�33 � �t.l �� 9� S� �� -tF�.c tt Ac� ��S.�c-c� T� � t �L� ��1��`�t%� � �I � I' s � x � c T � � � c �. v �, ::i� � ,i ,,�� o�.b�s�� ..:� f G.� a..s� r � ! °-�— ` �____-_—� �— �,,,, �A;1�✓ � �Y G �� w1 t'� �100 _i" r' �aZor` r Y � -F��, s� �e � rs � � u ' � � � T � j �� --1.. ? C .� ` �� 4 ,. 0 __... , ��„ �� 4 i . • �a�{ � ! ' �V i'' . . . . " _ . I> r�- � ' � %��a� � -� � �- ` �'1 W�5 A . � Q Y v t c-� G� �'✓ -2- v;� w e� � - . , 1y ^Yo , �� ' � • � � � � � � `1v r � I � , V v� C� w� � R�--�� ^ c . �' �S � (�� , , l �"I e �� o� � � �c _ " � y- � � r S c� � �` 1 Cc _ � � � �g .n � 1 �r _ e�o.Rl .�, �� ,� .� �.�- �� ;� � �_ �� t � �e c:harlie Davis - Fwd: I have a permit in house to re-skin the cmu in the council chambers wn From: To: Date: Subject: drywall. CC: ]ohn, Charlie Davis John Gallegos 07/13/2007 9:37 AM Fwd: I have a permit in house to re-skin the cmu in the council chambers with Greg Hall; Leo Vasquez; Mike McGee I have worked on this request. The permit application as submitted has been reviewed and is missing a few required items. 1) The Town Council Chambers is an "A" occupancy. Assembly uses such as this are more restrictively regulated in the building code to protect the occupant. 2) The Town Municipal Building is Type V A Construction. This means that the building is designed and constructed as a fire- resistive building as opposed to a non-rated building. Again the building code regulates this more restrictively. I met with Leo this morning (between 7:30-8:30 AM) and went over the building permit application and used our attached check- list for the permit submittal. I have explained to Leo the minimum information required for this type of application and sent him off to locate or design the information needed. Leo was very patient with me. As submitted, this application would have been rejected if any other applicant working in Vail had submitted the application. Listed below are the items needed 1) Provide a scaled or dimensioned detail of the furred out wall assembly in compliance to the 2003 IBC section 803.4.1. What this states is that we need to see what type of wall treatment is being used on the CMU wall, how this treatment is being applied, the spacing between the wall treatment and the exiting wall, location of fire-blocking and type of fill material being used to fill the void between the two wall assemblies (this is on the check-list) - Drywall must be used. 1/2" type "c"or 5/8" type X is acceptable. This is your preference. - Furring strips must be non-combustible or fire-retardant treated wood. - Furring strips can be used as fire-blocking but must be spaced less than 8' in any direction - The space between the existing wall and the new wall assembly can not be greater that 1 3/4" - The space between the wall must be filled with a class A material. In simple terms this means "rock-wool" or mineral fiber. - The finished product must be a class A product due to it being located in an assembly occupancy without sprinkler protection. Finished drywall should achieve this rating as long as tapestry or cork-board is not being added to the finish. - The written narrative has asked if portions of the wall treatment can be attached by glueing it. I can not answer this question because I'm not sure of what will be hung on this new assembly. I suggest some type of inechanical fasteners be added just in case heavy items may be proposed in the future. - We will waive the requirement for this to be stamped by a registered architect. 2) The proposal calls for so�ts to be installed - Provide a detail of the soffit construction (See above for similar requirements) - Show where the soffit is being installed and if it impacts head-height in any location. Minimum head-height in these locations of 7'6" shall be maintained. 3) Electrical work is proposed. - Provide at a minimum one-line electrical drawing for the new electrical circuits being added.( this is on the check-list) -Provide cut-sheets of the new fixtures being proposed - Show where the new can lights are being installed. I believe they will be located in a rated ceiling assembly. The penetration of those can lights will be required to be protected by a back-box type of assembly. (reflected ceiling plan listed on the check-list) - IT and Data lines are being proposed. Show where these are being run. Are they located in a plenum? If so, these lines must be plenum rated. - Again we will waive the requirement of an architect and engineer stamp to be required if the information received is detailed enough for us to demonstrate code compliance. - An electrical permit application will also be needed for the proposed work. I am unsure if the proposed work will affect the fire-alarm system. Some type of note should be added to handle this item. None of us want to respond to any false-alarms in our own building. I may have misunderstood the scope of the project. That may be a symptom of the detail missing. John, All of this information requested provides protection to both the Town and the contractor. Everyone is clear exactly what they are building, the cost associated, what is being delivered and minimum code compliance is being obtained. We have had these type of discussions for many years. May I suggest another approach: I am willing to provide a training session � —. —; — - -- ��-----�--- -_: .. � . -�—_,. , ,�_.._ _ _.._...,.:�- � �,,,,' o +„ �o'_�i��., +nA �►„�� `�r, thP council chambers with drywalL Page 2. to your staff, buy code books and get your team registered at training sessions put on by our Code Council (ICC) if you would like. Let me know and we can get this rolling. We all want to be successful in our roles, I am committed to this process. I believe that the rest of the organization is also. I sincerely mean this. (Email can be mis-interpreted.) Please call me if you have any questions. Thank you in advance. Charlie Davis »> ]R Mondragon 07/12/2007 4:07 PM »> I have a permit in house to re-skin the cmu in the council chambers with drywall. Do you have any building concerns???? as to whether i should not or shall not approved the permit??? Florencio "JR" Mondragon Senior Building Inspector/ Plans Examiner Town Of Vail Email imondraqonC�vailqov.com 970-479-2143 0 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 75 S FRONTAGE RD WEST VAIL Location.....: COl1NCIL CHAMBERS Parcel No...: 210106400003 Project No : .��tj1 _ �j �CP � OWNER VAIL COLORADO MUNICIPAL BLDG07/19/2007 75 S FRONTAGE RD VAIL CO 81657 CONTRACTOR A.K. ELECTRIC PO BOX 6241 AVON � CO 81620 License: 117-E APPLICANT TOWN OF VAIL 75 S FRONTAGE RD VAIL CO 81657 License: 463-B 07/19/2007 07/19/2007 Permit # Status . . . : Applied . . : Issued . . . Expires . .: E07-0133 �G� -O l� ISSUED 07/19/2007 07/20/2007 O1/l6/2008 Phone: 907-390-4975 Phone: 970-479-2100 Desciption: INSTALLING MC CABLE FOR RECEPTACLES ON SOUTH AND EAST WALLS IN COUNCIL CHAMBERS Valuation: $3,500.00 Square feet: 0 **x**�****�**�+**t**+**�*****t*s*��s�*r*��**+�*�r**�**�**r*�r+***** FEE SUMMARY s*s*►**r+*+*r*+**►**�*r***+******+�***+***ra**+*+��*******�r Electrical---------> $ 8 �. 4 o Total Calculated Fees--> $ 90 . 4 0 DRB Fee---------> $ o. 0 o Additional Fees----------> ($ 9 0. 4 0) Investigation----> $ 0. 0 0 Total Permit Fee--------> $ 0. o 0 W ill Call---------> $ 3. o o Payments------------------> $ 0. 0 0 TOTAL FEES--> $ 9 0. 4 o BALANCE DUE--------> $ o. o 0 �******�+�a*rr�**r*�+****s*****�***r*s►**rss**a*�********s+x****�***�:***r*r**+*****s***s**�+*****sx��x�**�*a**ar***rr**+r*x«***+***►x�***rs�**r► Approvals: Item: 06000 ELECTRICAL DEPARTMENT 07/19/2007 SHAHN Action: AP Item: 05600 FIRE DEPARTMENT :+*+*�**:�++r+***++*»�*+►a+*�**�**�+*****�*****�:**++�*:r�**:rr�*x+�a+*:�*****.r***sr**:rs�*****�*****s****��*:****:�s+*:�+*.r►*.+*�:***.:*��*.*� CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ++*,�*,:�.*,*.+..*:��«:*.*.**+*.+**:.�**...*:*+*.+**«..*.**+*++**+*.**+*.*.***+.*�:*.*«***.***.��.***.**.*+*.***�+*+*.**�,+�***.*..,+*��+*.�.».+** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN¢E BY L �49 �OR OUR� FIC� FROM 8:00 AM - 4 PM. r/ _________. ....._ _ � SI NATURE OF O R OR CONTRA R FOR HIMSELF AND OWNER 0 l � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI(�jy�dj �'"7 �� Z�. ( ' Project #: � Building Perm .#: � '� � �� ' � Electrical Per � it��;# -� '' �� +�y��p��+ ��7 � � � � – � � � �"� 970-479-2149 � � pections) ;, � ltl1111 ��C �titL � ; ,,� ,' � 75 S. Frontage Rd. � !;� Vail, Colorado 81657 . TOWN OF VAIL ELECTRICAL PERMIT APPLI ��pF VAIL t_ { �� , � Electrical Contractor: '� 1� � � E-Mail Address: Contractor Signature; CONTRACTOR INFORMATION Town of Vail Reg. No.: � Contact Person and Phone #'s: —^� �'-'1 l d t,v �<? i/( t,�'' Fax#: COMPLET� SQ. FOOTAGE FOR AREA OF WORK AND V'ALUATI�O,Pt`�F WORK AMOUNT OF SQ FT IN STRUCTURE: II ELECTR�CAL VALUATION: $ Contact Eag/e Coun*y Assessors Offi",ce at 970-328-8640 or visit www, eaale-cc Parcel # � �� ' �� ; �> C� � Job Name:– � � ,� C G\�,� �,.� Job Address: � C�.��.�..� Legal Description � Lot: Owners Name: Engineer: F work: �� j �9 Block: Filing: � Address: Address: 5ubdivision: �— � Phone: 5 a�.�� ' �� 1,�t i��, � � & Materials) ; /'S,r1l ��-- �� n for Parce/ # C,l1 �� 3 .�� -�.� 11 �� _ r � Work Class: New ( ) Addition ( ) Remodel ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior () Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) _ No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: j Is this permit for a hot tub� Yes O No O ' Does a Fire Alarm Exist: Yes () No () Does a Fire rinkler System Exist. Yes () No () �� f **��*��***�*��*�*�**��*�*�***�**FOR OFFICE USE ONLY��*�*��,��*��*�*��**�**��** __ Other Fees: DRB Fees: Planner Sign-off: ;ceived: �d gy. F:\cdev\FORMS\PERMIfS\Building\electical�ermit 11-23-2005.DOC Page 1 of 2 li/23/2005 . � t � � � L 3 ��, �� ,,,� ,� � C' 1 �,� b � �-� � � /< 0= ��, � /, + J �1, � 1 � �=ns� �� L� �i��"��'y ��k��re5 � -rem.�: n �l f�L�SS �� G� S 4 U�er G'p!�l��: / f'G,6�� $o �.a�l e T�� w� `� ri rn5 6 n ��/S"t�,i C�� y�j (��5 , . / t J,�� I Q� r e C e-r��F '� � X� u YL° 5 '�' o �j °L !r'Gta S c.'c� V� Z fi@ e � .._"r_��n� ab� C�� , � �� Y ' rp (" e MCL� h / . ► � . 08-30-2007 Inspection Request Re porting Page 34 4 51�m Vail, CO Citv Of Requested Inspect Date: Friday, August 31, 2007 Inspection Area: JRM Site Address: 75 S FRONTAGE RD WEST VAIL COUNCIL CHAMBERS A/P/D Information Activity: 607-0185 Type: A-COMM Sub Type: ACOM St . CContracfor NINE-O CONSTRUC �ON SPEC�IALTIES Phone: 970-618-17 � rea: JRM \ Owner: VAIL COLORADO MUNICIPAL BLDG � T n/� I� AUTHORITY V � 1�' 6 D e s c r i p t i o n: ATTACH DRYWALL TO CMU WALLS IN COUNCIL CHAMBERS Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: TOWN OF VAIL Phone: 970-479-2100 Comments: council chambers - electrical final is also scheduled Entered By: DGOLDEN K Assigned To: ONDRAGON Action: � /�Time Exp: c� ��J � �� `� �- �C� � ��Z-- � � �Z' C� �-- - -�� ;� L�� ,� Inspection Historv Item: 30 BLDG-Framing 07/25/07 Inspector: Comment: Item: 50 BLDG-Insulation 07/25/07 Inspector: Comment: Item: 60 BLDG-Sheetrock Nail 07/25/07 Inspector: Comment: Item: 90 BLDG-Final REPT131 ** Approved '* JRM JRM proved "* ** Approved "* JRM Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Run Id: 7037 . TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT \dv �� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit # B07-0097 Project # PRJ07-0116 Job Address: 75 S FRONTAGE RD WEST VAIL Status ...: ISSUED Location.......: MUNI BLDG IT DEPT Applied .. .: 04/12/2007 Parcel No....: 210106400003 Issued ...: OS/02/2007 Expires. . . . . : 10/29/2007 OWNER VAIL COLOR.ADO MUNICIPAL BLDG04/12/2007 75 S FRONTAGE RD VAIL CO 81657 APPLICANT MCBOYD BUILDERS INC 04/12/2007 PO BOX 238 EAGLE CO 81631 License: 776-B CONTR.ACTOR MCBOYD BUILDERS INC 04/12/2007 PO BOX 238 EAGLE CO 81631 License: 776-B Phone: 328-5789 Phone: 328-5789 Desciption: MOVE DOOR AND INSTALL NEW WALL AND A/C SYSTEM FOR IT DEPT. Occupancy: Type Construction: Valuation: $21,300.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 ******************************************************************** FEE SUMMARY ********************�**********************************��** Building------> $349.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $579.26 Plan Check---> $ 2 2 �. O 1 Recreation Fee-------------> $ o. o o Additional Fees----------> ($ 5 � 9. 2 6) Investigation-> $0. 00 TOTAL FEES-------------> $579.26 Total Permit Fee---------> $o. o0 Will Call-----> $3.0o Payments------- --> $0.00 BALANCE DUE---------> $0.00 ****�*�***************************************:x*****�***********�*****************************�*******:x******�*********************************** Approvals: r Item: 05100 BUILDING DEPARTMENT 04/24/2007 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 04/23/2007 George Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS *****�****+*************�*********�*******************�*************�*�************�**�******��*****************�**********�:******�:************** See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS ��*��*�*��*�*�*�*��*��*��*�**�*�*�*�*��*�**�*��*�*�**�*��*�*�*��*�*�*��*��*��*�**��*�** CONDITIONS OF APPROVAL Permit #: B07-0097 as of OS-02-2007 Status: ISSUED *�:�x��*:�*�x*�x*�x:�*�x*�x*�*�:**�x*��**�x*�**�:*�:*�:*��:*��*****�***�x**�*�*�x*�*�x*�*�:��*�x*�:*�:*�:*�x*��*�x**�x*�*=x�:x�x*�*:x Permit Type: ADD/ALT COMM BUILD PERMT Applicant: MCBOYD BUILDERS INC 328-5789 Job Address: 75 S FRONTAGE RD WEST VAIL Location: MUNI BLDG IT DEPT Parcel No: 210106400003 Description: MOVE DOOR AND INSTALL NEW WALL AND A/C SYSTEM FOR IT DEPT. Applied: 04/ 12/2007 Issued: OS/02/2007 To Expire: 10/29/2007 ***�**��*�:��*=�*�:*�*�:**�***�*�*��:*�*:�*�:*��*��x*�x*Conditions:**�:*�*�*�*�*�*�x*��:**�:��*�*��:�**�:��x*�x*��:*�:*�:��*�* Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. I hereby acknowledge that I have read this application, �lled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQLTESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN QDVejFjTCE BY TELEP/HfONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. % // �/ TURE OF OWNER�bR CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION WILL NOT BE ACCEPTED IF INC � i � -- � l � �� F y� ' TOWN OF VA Separate Permits are 75 S. Frontage Rd. Vail, Colorado 81657 Town i3w;i�.�s � OMPLETE OR UNSIG � d �! ` Project #: � � Buiiding Permit #: • � � 970-d79-2149 (Inspections) RMIT APPLICATION al, plumbing, mechanical, etc.! TOR INFORMATION il Reg. No.: Cont - � s� Email addr+ess: ��.,� _(o�,�� tp � � �s4t, �u'i� . n� t,�" Fax #: s� 9'� 3qo . FOR OFFICE USE ONLY * c.,E�� z��o1 T e of Construction: � ' � Occupancy Group: Accepted By: : _ = �,`I._ t � -i; \�r i �� ' � � =-� _.. U F:\cdev\FORMS\Permits\Building\building�ermit 4-042007.DOC � 1lAr]� 1 2 2�07 / 2007 �- i`C)WN OF �'pIL -� �,�..-�. �r�,�i�O.�� t►�� l °� � �I'�� ^' `"l.' N n � � 0 A �o�C � � 8W°°O �,Q y� a ss > � ��(., ¢ � � ! ��• �i ��N u�!£�- , � � D � b � C � � 0 D . � � � d m. a �. C � &�' �a . 0 � � �' Y�i1• � 0 �. � � p � �� C �� Ne,+.�, w,��l � � I � ?,�� o � �- �.�t ;N C�� S ��o��, W �`►.��o� ��b� e--�or�Q� � �T ��,� D�c� �L�C., `�c�l� �� Pc�*�E(Z, �o"'� o � o �r,� Nnx .�O A °°owC � W W„�,�N O 8 w Q' N A �"LL r � r� n �' , ... � � �, � � � �: 0 p . � � � �' � � Cy �� ' ara O � � �• � ... 0 C� � TOW�1 t)f ��ti� ��'� J � ��, � � ;� � I �"��ww�1 � 1 � I I i I ?� �� r ,�� c?��— O? � �� . �.1� �N C�� asg �rov�ci�n w��o�,.� �� b� Q—�oc��-,. � � yl T E�.c��f� r,' td �h �� Pc�� r---------� � ' r � �; � �C .�� { �:! � � �� x .� �j� �� '� �ba ,= . �..�.. `�' i' �.*. �`�` • ,�`�' � � ` �� ; ��, � �, � �r�� 0 �g�c� W sW°°o�� r� � _� c C e . ; e 'C M � � � C . p . . C C � C p C . � n' . h C � � h � � � C � � � y � � �Q `_1��..'1'� "�r'� 13�4".�e_ l�-o r�c� �� .N�,� � � � �C, � �.c�NG- Y�ai►� �� 0 ��o N iI N�� O w � Q � C � l�l� 8W°°� �� a e.. .� ' !" � C'1 ;t� � � '� 3.. z � � �� TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 75 S FRONTAGE RD WEST VAIL Location.....: IT DEPT. Parcel No...: 210106400003 Project No : '7 �� (j �- 6 �lCp Permit # Status . . . : Applied . . : Issued . . . Expires . .: A07-0034 '�j1 _ ��jq � ISSUED OS/09/2007 06/OS/2007 12/02/2007 OWNER VAIL COLORADO MUNICIPAL BLDG05/09/2007 75 S FRONTAGE RD VAIL CO 81657 APPLICANT VAIL ELECTRONICS, LTD. 05/09/2007 Phone: 970-827-9120 P.O. BOX 460 CONTRACTOR MINTURN CO 81645 License: 198-5 VAIL ELECTRONICS, LTD P.O. BOX 460 MINTURN CO 81645 License: 198-5 05/09/2007 Phone: 970-827-9120 Desciption: EXTEND IDC TO INCLUDE NEW OFFICE SMOKES Valuation: $200.00 +****+*�*�r*r*�***r*r►�**r*�*�r*�**s�**s*+*****s*+*****+*a*►+******* FEE S UMMARY *s**+�*******+***+******�***rr��*r**s****r*��********»r*»** Electrical---------> $ o. o o Total Calculated Fees--> $ 2 3 9. 5 0 DRB Fee---------> $ o. 0 o Additional Fees----------> ($ 2 3 9. 5 0) Investigation----> $ o. o o Total Permit Fee--------> $ 0. 0 0 Will Call---------> $ 0. 0 0 Payments------------------> $ o. o 0 TOTAL FEES--> $ 2 3 9. 5 o BALANCE DUE--------> $ 0. 0 0 **r+****M�«**+►�***►****s**r�+*++***s**r***s:*:*►***�***a**+*►**�*�*+**��**r.***********++*+**�*�r*+��r***+*******+****«**�«++**sa***�+***s**se** Approvals: Item: 05600 FIRE DEPARTMENT 05/10/2007 mcgee Action: AP • **.**.*��,:*...,:**�**.�,*.*:**�.*��:�*.�***.*..*.*...�**.,��*�.,�*,*,:.**.�.****,:****,*.****.***.:�*+�*.***+*:**:*.*«*.*...*.�,�,�,:.*.*+++..*.�.,... CONDITIONS OF APPROVAL ##+k�k#rt�kV�*+k�M�##**#�k##t4�►�k#*4+k1�4#*�k�t#+krtb��k#Y*k4*R�k#rt#�k#*#*4k�kE*#k+kt*�***##*#**4*#44**#►#*k##*�4�4+k�##*4**#k##i*4*k#*###�##4##:k#�44+k#+k***k#�*k# DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPH F A7' 479-2135 FROM 8:00 AM - 5 PM. .� ,'� l .1 �`, � .� SIGNAT RE OF OWNER OR�CON RACTOR FOR HIMSELF AND OWNER a�� ELECTRONICS INC. Alarm Systems: • Fire • Security • Low Temperature • Water • Carbon Monoxide • Monitoring • Certification Testing • Keyless Entry A.V. Systems: • Home Theater • In-Wall Speakers • Whole House A.V. Distribution • Touchscreen Remotes CCTV Systems: • Digital Recording • Door Cameras • Internet Accessible • Video Surveiliance • Indoor / Outdoor €��`c'�U - c•�o , S'c`� e 2 r NICET �� 9 `� 0 0 ,~nn Tsc„�\ May 7, 2007 Vail Fire, Attn: Mike Vaugha,n Vail CO. Attached, please find a permit to add one smoke detector at the Muni. Building at 75 N Frontage Rd West, Vail. The additional System Sensor 2400 smoke device (2W-B) is an addition to an office being split in half in the IT Department. The panel is in the main level, next to public safety. Wiring will be of the same size and will be a feed and return from an existing device. No programming changes are needed, all codes will remain the same. The smoke detectors are non sounding. The last T&I performed by Vail Electronics on the Muni Building was prior in the early 1990's. The system is currently maintained by The Town of Vail. A test and inspect of 10% of the devices on the IDC being worked on will be performed by Vail Electronics. Thank yo Don Anderson 23698 Highway 24 ■ P.O. Box 460 ■ Minturn, Colorado 81645 ■ 970/827-9120 ■ Fax 9701827-9126 �L,�,�c�,."cP 6 • cx,smnn ELECiAONiC ! DESIGN & INSTALLATION ASSOCIATION INSTALLATION AND MAINTENANCE INSTRUCTIONS . i� Series Photoelectrec Smoke Detector Models: 2W-B, 2WT-B 4W-B, 4WT-B Before Installing Piease read thoroughly System Sensor manual A05-1003, App(icutions C:uide for SVStem Smoke Detectors, which provides detailed infor«iation r.m detector spacing, placemen.t, -r.oning, wir- ing, and special applications. Copies of tllis manual are avaitable from System Sensor at no charge. NUTICE: "fllis manuai shall be left with the owner/user of this equipment. IMPORTANT: This detector must be tested and maintained regu- larly following NFPA 72 requirements. At a minimwn, cleaning sllould be performed annually. General Description Models 2W-t� anct 2VVT-B are 2-wire photaelectric smoke detec- tors; rnndels 4W-r and 4WT-F� are 4-wire photoelectric smoke detectors. All models incorporate a state-of-tl�e-art optical sensing chamber and an advanced microprocessor. The microprocessor allows the detzctor to automatically adiust its sensitivity blck to the factory setting when it becomes m�re sensitive due to cc:nitaminants settling in its chan�ber. in orcter for this feafure to �vork properly, the chamber must never be opened while prnver is applied to the snioke detectar. This includes cleaning, maintenance or screen replacement. Should it become necessary, the screen/sensing chamber is field replaceable. Models 2W'f-B and 4WT-B also feature a restorible, built-in, fixed temperature (li5°P) thermal detector and are also capable of sensing a freere condition if the temperacw•e is below 41°F. All i; Series detectors are designed to provide open ama protec- tion. 'Iwo-wire models must be us�d with compatible UL Listed pa��els only. When used with a�l i; Series compatible cnntrol panel or tlie i' Series 21N-MOD m�dule (refer [o installation manual D500-46-00), the 2Vd-R and 2WT-B are capable of generating a"maintenance needed" signal. 'I'he 2W-MOD can indicate a need for cleaning, replacement, or a freere co��diCion (2WT-B only) at. the control pane! or module. Installation of the 2W-B, 2WT-B, 4W-B, and 4WT-B detectois is simp(ified Uy the use of a mounting Uase that may be pre-wired to the system, allowing the derect�r to be easily installed or removeci. The mounting base instailation is further simpli[ied by the incorpnracion of features compatible �vith d�•��vall fasteners. �� S�STEM �� SENSOR° �8�5 Ohio Avenue, S[. Charles, tllinois (i0174 1-S00-SEI��SOR2, FAX: 630-;7?-Ei49� �-��w�«. svstemsensor. com Two LEDs on the detector provide a local visual indication of the detector's status: Table 1: Detector LED Modes Green LED � Red L�D Power-up Blink 10 sec I3lirik 10 sec Normal (standby) Blink 5 sec — Out of sensitivity — Blink 5 sec Free•r.e Trouble — I�lirik 10 sec Alarm — Solid After an initial power-up delay, the red and green LEDs will btinl: synchronously once every ten seconds. It will take approximately 80 seconds for the detector to finish the power-up cycle (see 'Iable 2). Table 2: Power-up Sequence for LED Status Indication* Condition Dura[ion I��itiat LCD Status Indication 80 seconcts Initial LED Status lndication 4 minutes (if excessive electrical noise is present) `Refcr to Glecnical Specifications for start-up time in conjunction with panel alarm verification. NOTE: If, during power-up, [he detector determines [here is excessive electrical noise in the system such as those caused by improper grounding of the system or d�e conduit, both LGDs will blink for up to 4 minutes before displaying detector status (see Tabie 2). After power-up has completed and the detector is functioning nonnally within its listed sensitivit�� range, the green L�D blinks onc� every five seconds. If the detector is in need of maintenance because its sensitivity has shift�d �utside the listed limits, the red LEI) blinks once every five seconds. When the detector is in the alarm niode, the red I,rD latches on. The I.FD indication rruist not be used in lieu of d�e tests specified under Testing. In a freere trouble condition, the ced LED will blink once every 10 seconds (refer to Table 1). 'Io measure the detector's sensitivity, the i' Series Model SENS- RDR Tnfrared Sensitivity Reader tool (see FiKure 4) should be used. Models 2W-B and 2WT-B also i�lclude an oufput tllat allo��s a�l optional Modcl RA400Z Remote Annwlciator to be connected. Mounting rach i�{ Seri.es detector is supplied �•vith a mounting base that can t�e mounted: 1. To a single gang Uox, or 2. To a 3'/-inch or 4-inch octagonal box, or 3. 'I'o a 4-inch square box �vith 1 plaster ring, or 4. DirecC motint or to ceiliag usi�ig drywall fasteners (Figure 2). n�oa��cs-oo t i5��-isoo-osR Figure 1: Mounting of Detector soizido 'I'he i' Series heads and bases are 1<eyed so that a 2-wire head will only mount to a 2-wire b1se, and a 4-wire head will only mount to a 4-wire base. The heads and bases are clearly identified as either 2-wire or 4-wire. When mounting the ii Se��ies, ensure that the head is mou�ted to the correct base. Tamper-Resistant Feature 1'he ii Series detectors include a tamper-resistant feature that prevents removal from the mounting base withouc lhe use of a tooL To engage tlle tamper-resistant feature, cut the small plastic tab located on ihe mounting base (Pigure 2), and then install the detecror. 'l'o remove the detector from the base once it has Ueen made tamper resist<uit, use 1 small screwdriver to depress the square tamper retease tal�, located on the skirt of the mounting base, arid turn the detector coutiterclock�vise. Figure 2: Tamper-Resistant Feature DIRECT MOUNT HOLES �-- 0 SNAP UFf= TF FOR TAMPEF TAA4PEH RELEASETAB SC225-00 Do NOT Install Deteclors in the Following Areas: • In or near areas where particles of combustion are normally present such �s kitchens; in garages (vehicle exhaust); near furnaces, hoi water heaters, or gls space helters. • in very cold or very hot areas. • In wet or excessively humid areas, or next to bathrooms with showers. • In dusty, dirty, or insect-infested areas. • Near fresh air inlets or returns or e!�cessively drafty areas. Air conditioners, heaters, f1ns, and fresh air intakes and returns can drive srnoke a�vay from the detector. Consult NPPA ?2, the loca] Authority I-Iaving Jurisdiction (AfIJ), and/or applicable codes for specific information regarding the splcing and placement of smoke detectors. ACAUTION Smoke detectors are not to be used with detector guards u�lless the combination has been evaluated and found suitable for that purpose. Wiring Installation Guidelines All wiring must be installed in compliance with the National Electrical Code> applicable state and local codes, a�id any speci�l requirements of the local Authority Having Jurisdiction. Proper wire gauges should be used. The conductors used to con- nect smoke detectors to the alarm control panel and accessor}� devices should be color-coded to reduce the lilcelihood of wiring errors. Improper connections can prevent a system from respond- ing properly in the event of a fire. Tl�e screw tenninals in the mowiting base will accept 14-22 gauge wire. For Uest system performance, all wiring should be instailed in separate grounded conduit; do not mis fire alarm system wiring in the same cone�uit as any other electrical wiring. Twisted pair may be used to provide addition 11 protection against extraneous electrical iriterference. Wu•e connec[ions are made Uy stripping approximately ;!,-inclt of insulation from the tnd of the feed wire, inserting it into the proper base terminal, and tightening the screw� to secure the wire in �lace. Two-Wire Compatibility 5ystem Sensor t�vo-�vire smoke detectors are marked with a compatiUility identifier located on dle labei on the Uack of the product. For t��o-wire models ZW-B and ZWT-B, con�iect detectors only to compatible alarm control panels as identified by System Sensor's compatibility dtart. This diart contains the current list of detectors and UL Listed compatible control units. A copy of this (ist is a��ailable from System Sensor upon request. Wiring Diagrams Figure 3a: Wiring Diagram, 2W-B and 2WT-B 2-WIRE ' � �p; ZONE F�esisra�� 2WIRE = "-' '= _ = = "-'. '° _ °'_ CONTROI ? o i n a z�o � a> PANEL 4 y $ � �n zw-e o� / \ zw-e o� 2WT-B 2WT�B SU7.C�SUO �gure 3b: Wiring Diagram, 4W-B and 4WT-B . .�. '' �11��i1�� =��it � ��l�ii� � :•�� .��Iliu. .��ill��. 4�WIRE "-'- = � c ' !' ' _ �, CONTROL z o� � o z �.��-.� `o � PANEL -+ y , y 41N�8 or / \ 4W-B or awr-e / awr-s 5�:7.i400 C:) ] 00-9Fi-i10 2 176-1800-OSR 2-Wire i3 Detector Wired in Style D Configuration: ACAUTI ON Ar�y 2-wire i{ smoke detector (2W-B, 2WT-Ii, 2WTA-F3, or 2WTR-P) wired in the Styte D initiating device circuit (iDC) configuration requires the use of a 2W-MOD2 modirle. This is because fire alarm contiroi panels vary by manufacttu�er on the implementa- tion of St��le D circuits. 1'herefore, the only way to insure proper operation of 2-�vire i' smoke detectors (2W-E3, 2WT-E�, 2WTA-F3, or 2W1'R-�) o❑ Style D IDC's is to use a 2W-MOD2 module. Refer to ►he 2W-MOD2 installation manual, document D500-4G-00, for Style D wiring diagrams. The 2W-MOD2 installation manual may be downloaded from the System Sensor web site at www.systemsensor.com. Instaliation i AWARNING hemove power from alann control unit or initiating device circuits before installing detectors. NOTE: To install wlits so tl�at corresponding L�Ds are lined up, refer to the "Green LED" indicator on the base. l. Wire the mounting base scre�v terminals per Figure 3a or Figw�e 3b, as applicabie. 2. Place detector on fhe base anct rotate clockwise. The detector will drop into the base and lock into piace with a"click°. 3. After all detectors have Ueen installed, apply power to the alann control unit. 4. "I'est each detector as described in Testing. S. Reset all clte detectors at the alarrn control unit. 6. Notify ttae proper authorities that the system is i�l operation. ACAUTION Dust covers are an effective way to limit the entry of dust into the smoke detector sensing chamber. However, they may not completely prevent airl�orne d.u.st particles from entering the deteo- tor. Therefore, System Sensor recommends the removal of detectors before begimiing construction or uther dust producing activity. tVhen returiling the system to service, Ue stu�e to remove the dust covers from am detectors that were left in place diiring construction. Testing Detectors must be tested after installation and following maintenance. NOTE: Liefore testing, notiiy the proper authorities that mainte- nailce is being perforrnect and the system �vill be temporarily out of service. Disable the zone or system undergoirlg maintenance to prevent any� tulwanted alarms. Ens�u-e proper wiring and power is applied. AftE�r power up, allow b0 seconds jor the detector tu sta.bilize before testing. Test i` Series detectnrs as follows: A. Test Switch l. An opening foc the recessed test switch is located on the detector housing (See Figure 5). 2. Insert a small screwdriver or allen wrench (0.18" max.) into the t.esl switcl� opening; ptish and hold. 3. If Yhe detectoc is within the listed sensiti��ity limits, the detector's red LGD should ligtzt within tive seconds. Figure 5: Recessed Test Switch Opening attd SENS-RDR Position �SITION $EN$-iiOR AN ANGLE ON THE 'Al AREP OR AT THE IAMOLR C.'[NINC rHe waao-?nu+r� �.F.� PUSM RFLF.SSFO SN��T�F WITH A !:f6 MA% DIAMF.TFR TGJI. Sa13S00 B. Smoke Entry 'Test Hold a smoldering punk stick or cotton wick at the side of the detector and gently blow the smoke ttu�ough the detector until it atanns. C. Direct Heat Method (models 2WT-B and 4VVT-B only) Using a 1d00-1 "s00 watt hair dryer, direct the heat to��,�ard either of the thermistors. Hold the heat source Zbout 12 inches froin the detector to avoid dainage to tlte plastic. NOTE: For tlle above tests, ihe detector will reset only after the power source has been mom�ntaril}r interrupted. If a detector fails any of the above test methods, its �viring shotild be checked and it should be cleaned as outlined in the Maintenance section. If the detector still fails, it should be replaced. Notif�� the praper authorities whe❑ the system is back in service. Loop Verification (models 2W-B and 2WT-B only) Loop verification is provided by the EL Walk loop test feature. This feature is for use with i' Series compatible control panels or the i3 Series 2W-MOD ii�odute only. The E7.. Walk Ioop test verifies the initiating toop wiring and provides visual status indication at each detector. 1. Ensure proper wiring and po�ver is applied. Wait approxi- mately six minutes before performing EZ 4i�alk test. 2. Place confrol panel or �nodt�le in F.,7. Walk Test mode (refer to panel manufacturer's ma��ual or ZVI�-MOD manual D500- 46-00) . 3. Observe the LEDs on each detector: Table 3: EZ Waik Test Detector Modes Green LED Red L�D Proper Operation Double Ulink 5 sec — Out of Sensitivity — Double Blink 5 sec Freeze Condition — Double Slink 10 sec NOTE: The G7. Walk loop test must not be used instead ol: alarm testing. Maintenance NOTE: Refore performing maintenlnce on the cietector, notify the proper authorities that �t�aintenance is being performed and the system wilt be temporarilv out of service. Disabte the rone or system undergoing maintenance to prevent a�ry umvanted alanns. Power must Ue removed from the deiector before performing maintenance of any Icind. D100-96-00 3 _ 156-1800-OSR l. Remove the detector cover by tunting counterclockwise. (See Figure 6: Removing/Replacing Sereen/Sensing Chamber Figure (i.) 2. Vacuum the cover or use canned air to remove any dust or debris. 3. Remove the top half of the screen/sensing chamber Uy lifting straight up (Figure 6). 4. Vacuum nr use canned air to rernove any dust or particles that are present o�l both chamber halves. 5. Replace the top half oi the screen/sensing chamUer Uy align- ing the arrow on the screen/sensing chamber with ihe arrow on the housing. Press down firmly until the screen/sensing chamber is fully seated. 6. Replace the detecror cover Uy placing it over the screen/sensing chamber ancl tuming it clockwise unti] it snaps into place. 7. Reinstall the detector and test. (See the Testing section.) 3. Notify the proper authorities when the system is back in service. Electrical Specifications 2-wire 4-wire Sytitem Voltage - Nominal: 12/24 1�/24 Volts Non-polarized Mi�i.: 8.5 8.5 Volts Max.: 35 35 Volts ?vlax. Kipple Voltlge: 30 30 '% peak to peak o! applied voltage ;vIax. Standby Current: 50 50 }zn average Peak Standby Current: 100 — /in Max. Alarm Ctu�rent: 130 20 mA 12 Volt Systems (For 2W-E3 and 2W'CS, panel must limit current) 130 z3 mA 24 Volt Systems Alarrn Contact Rati��gs: — 0.5 ACIl� CQ �0 V AC/DC Alar�ti Reset Time: 0.3 0.� sec Max. Start-up Capacitance: 0.1 — µF Latching Alarm: Reset by momentary power interruption Ylaximum Initial Start-up 'I'ime: 45 15 sec Alarm Verification" Start-up Time: 15 15 sec �- REMOVABLE DETECTOR COVER � �--- SGREEN;SENSING cr+nrnsea (TOP HALP) � �•� �-DETEGTOR HOUSING y��;�;.pp Physicai Specifications I-Ieat Sensor (Model 2WT-B and 4WT-B): Freeze TrouUle (Model ZWT B and 4WT-B): Operating Temperature hange: 2VV-L� and 4W-F3: 2WT-I� and 4WT-I�: Operating ilumidity Range: Storage Temperature Rangt: Diameter (including base): Heibht (inciuding base): Weight: 135°F (S?.2°C) 41°F (5°C) 32 to 12Q°F (0 to 49°C) 32 to 100°F (0 to 37.8°C) 0 to 9S%� RII non-condensing -4 to 158°F (-20 to 70°C) 5.3 inches 2.0 inches 6.3 oz. 'Assumes thc� pnnel's a(ann ueri(ir.ntion resrt tinle is 10 secnnds or less. Shn¢Id the nlarrrz venjicntinn reset exceed 10 secoads, use thr: marinuim initial start-i�p tinte. Please refer to insert for the Limitations of Fire Alarm Systems Three-Year Limited Warranty Syscem Sensor wanants its enclosed smoke detector to be free from defects in Repair Department, RA r.___, 3�25 Ohio Ave�me, St. Charles, IL GOl'4. nta[erials and wurlayiartsliip under ciormal u.e and service fur a period of three Please include a note describing ihe malfunction and suspecled catise ui failure. years trorn date of manufactum. System Sensor makes no other express war- The Company shall not be obligated to repair or replace tmits which are found to ran�v for this smohe derector. Nu agent, representative, dealer, or employee of be delective because of damage, unreasonable use, modiiications, or aherations the Company has ihe authority ro increase nr alter the obligations or limitations occurring after the date of mam�tacture. In no case shall the Company be liable ior o( ihis \�Varranty. 1'he ComPanl'�s obligation of this Warranty shall be limited to an}' consec]uential or incidental dam, ges for breach ot this or any other Warraniy. �he repair or replacement of any part of the smoke detector which is found to expressed or implied whatsoever, eve❑ it the loss or damage is caused by the be dciective in materials or workmansliip under norma! use and service during Company's negligence or fault Some states do nut allo�� the exclusioit or limita- tlie three ycar period commencing wi[h lhe date of manufacture After phon- tion of incidental or consequenfia! damages, so the above limitation or e�clu:ion in� 51'�tem Sensor's toll [ree nwnber 800-SENSOR2 (Tti-i672) tor a Return may not applv to you. This Warranty gi�-es you specitic legal rigl�ts, and yon may Aulhin'ization number, send i9efective units postage prepaid to: System Sensor, also have otl�er rights �{�hi�h vary (rom scate co stare. FCC Statement This device complies with part 15 oi Ihe FCC Rides. Operation is subje�t tu [he following iwo conditions: (I) This de��ice may n��l cause harmfiA interference, and (?) tllis device must accept any interferenc:e received, including interference thal may cause undesired ��peration. Note: This equipment has bren tested anA f�7und to cornply with the limits for a Class S digital de��ice, pursuant to Part 15 of 1he FCC Rules. These limits are designed io provide reasonable protectinn again;t hannful interference in a residential instal]ation.'Chis equipm�nt generates, uses and can radiate radio trequency energy and, ii not installed and used in acmrdance with the instructions, may cause harmful interference to radio communlcations. iio�+-ever, there is no guarantee that interference will not occw in a pa�ticular installation. [f [his eyuipment does cause hannful interference to radio or television reription, which can be determincii b�� uuning the eyuipment off and on, the user is encouraged to [ry to corrert the interterence by one or more of d1e fo(Icnving measures: - ileiirient or relocate the mreivirtg arttenna. -[ncrea�se the separntion between the equiprnent and receiver. - Connecl the equipmenl into an outlei on a circuit diHerent from Qial to which the receiver is connected. - C�msult the dealer or an ex �erienced radio �'I'V technir.ian for hel . 156-1800-OSR D100-96-UO � �2005 Svstem Sensor TC)�Y�1 C�� "��',4�1. �S S. F� C�C3NT'.�.CrE IiO.�L? �1r�I�. Gt� 8i��7 ��7i�-�i9,;�1 �4 I��b ��d�e��: Lc�c��c�n..... ..: �'ar�,ei Nt�....: I)�PARTNIEI�S'!' 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FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location... ..: Parcel No...: Project No : OWNER CONTRACTOR APPLICANT DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT 75 S FRONTAGE RD WEST VAIL 75 S. FRONTAGE RD 210106400003 ,�� S('; _� - C; t l c;� VAIL COLORADO MUNICIPAL 75 S FRONTAGE RD VAIL CO 81657 NEW ELECTRIC INC, P O BOX 95.7 AVON CO 81620 License: 110-E VAIL COLORADO MUNICIPAL 75 S FRONTAGE RD VAIL CO 81657 BLDG04/12/2007 04/12/2007 BLDG04/12/2007 Permit #: E07-0042 ��; 7 —CC; ��7 Status . . . : ISSUED Applied . . : 04/ 12/2007 Issued . . . OS/03/2007 Expires . .: 10/30/2007 Phone: 970-949-4651 Desciption: ELECTRICAL REMODEL FOR NEW OFFICE AND POWER TO A/C Valuation: $2,200.00 Square feet: 0 *�*�**********************�**�************************************* FEE SUMMARY *********************************************************��* Electrical---------> $65. 55 Total Calculated Fees--> $68. 55 DRB Fee---------> $0.00 Additional Fees > ($68.55) � Investigation--> $0. 00 Total Permit Fee-----> $0. 00 Will Call---------> $3.0o Payments--- > $0.00 TOTAL FEES—> $68 . 55 BALANCE DUE-------> $0. 00 ##*#*###�k*�:#�k#*#*�k#*###*�K##�k*#*�:######**�k*######*#*######*##�k#.K#*�k########*�:###################:k#######*#8:##*##�k#######*#*##.k*#*�=*#*#*#*#* k *�k #:k *# Approvals: Item: 06000 ELECTRICAL DEPARTMENT 04/24/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT *********��*�*��*�**********��*�*�*��******�*��*��*�**********�*�*�*******�*�*��***+***�****��***+****��*�***********�*�*�*�**** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **��*��*��******�*��*�*��*�*****�********��*�*�******�***�***�*�**�*��***********�*��*�********�**�*�*�*�*��*******�**��*�*�*�*�** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �'\ SIGNATU&E OF OWNER OR CONTRACTOR FOR HIMSELF AN� Uw1v�r pppLiCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI (�� _ o c j 6 =----._` Pro�ect #. � Bui�ing Permit #: �� Electrical Permit #: i 970-479-2149 (Inspections) ! U��T l/f Y��, • � � � 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION �,�,- z� (��-� � Z- -Mail Address: Antractor Signature: � CONTRACTOR INFORMATION .�'` � � �% �-- Reg. No.: Contact � .,�'Q FaX#: and Phone #'s: � COMPLETE SQ• FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: at Parcel # 2/O ! D G/ O00 d 5 — Job Name: � �, J�� `� Z 7' ri Legal Description Lot: Blodc: Filing: Owners Name: TlI�,.NN c�'Us�.�1 Address' 13d�t 0 ELECTRICAL VALUATION: $ z, `Z� � r� 640 or visit ]ob Address: - 7 '�ir*�s Dr - , � for Pa��ce/ # Z5 S �m,�l�,. �A� � Subdivision: Phone: c.��—�,1� � Phone: ��i.0-1'�R� petailed description of work: �IPG.. Ko�.� el�t�C s�.. sv�r�t.✓ a Ti�'Z.c.. �' �is�.�.� 1�7� � Work Class: New ( ) Addition ( ) Remodel (.� Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior () Exterior () Both (v� Does an EHU e�ast at this location: Yes () Type of Bldg.: Single-family ( ) Duplex ( ) Multi-familY ( ) Commercial (c�Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub: Yes () No (✓f Does a Fre Alarm E�dst• Yes (�' No () Does a Fre Spnnkler System Exist Yes �.� No ( ) m \,./ "�- � r �� *********,�*****,�***************** *****FOR OFFICE USE ONLY��,��,�,��*�****�************ F:\cdev\FORMS\��\�ilding\eledical,_permit_i 1-23-2005.DOC Page 1 of 2 li/23/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 75 S FRONTAGE RD WEST VAIL Location.....: 75 S. FRONTAGE RD Parcel No...: 210106400003 Legal Description: �.-�� "� _ a �`�, Project No : OWNER VAIL COLOR.ADO MUNICIPAL BLDG04/12/2007 75 S FRONTAGE RD VAIL CO 81657 CONTRACTOR TECH-ONE MECHANICAL 04/12/2007 2121 N. FRONTAGE ROAD VAIL COLORADO 81657 License: 354-M APPLICANT VAIL COLORADO MUNICIPAL BLDG04/12/2007 75 S FRONTAGE RD VAIL CO 81657 Desciption: SYSTEM Valuation: Permit # Status . . . : Applied . . : Issued . . . Expires . .. M07-0048 '�jU � -6�`t � ISSUED 04/12/2007 08/16/2007 02/12/2008 Phone: (970) 390-8468 INSTALL 2 CONDENSORS FOR AIR CONDITIONING OF THE TOV PHONE $13,100.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 r*►s►s�*+****++�**r*****�******er*****r�*«**»xr*rs*s*r�**:r**�**t:r*** FEE SUMMARY �**x*****r******xa�r+**►*******r*r******+�*+****r**+**►*�+r+ Mechanical---> $ 2 8 0. 0 0 Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $ 3 5 3. o 0 Plan Check---> $ � o. o o TOTAL FEES--------------> $ 3 53 . 00 Additional Fees-----------> ($ 3 53 . 0 0) Investigation-> $ o. o o Total Permit Fee----------> $ o. 0 0 W ill Call-----> $ 3. o o Payments-------------------> $ o. o 0 BALANCE DUE---------> $ o. o 0 *�***+**r***«*�*********rs*+******�*******+�*******+********�*�**ss**a*******+*r*rar*a*+**r►a****rrr�*sr*r****r*r***r*r*r***w**�****+**r**e**r+** Item: 05100 BUILDING DEPARTMENT 05/O1/2007 JRM Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. .+*,�•**..+�**.*...*.*..+.��***..*�*.*.�*.*«+*.��*.*:+.*,*..�*:*..***�..***�+*�*�.**��*.*�.*�.*��*..*.....*:+.*+******:*..**.*.�***:�+��s.*.*.+* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with al�] Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER '\ j� ! VTrlVT VF YrtlJ1., • pppLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE ��„Sb [� Q�� TOV Project #: � Building Permit #: � �I � � Mechanicai Permit #: � � 970-479-2149 (Inspecti s) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL MECHANICAL PERMIT APPLICATION permit wiil not be accepted without the following: Provide Mechanical Room Layout drawn to scale � indude: ❑ Med�anical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Ver�t and Gas Line Size and Location o Heat Loss Ca�cs• o Equipme� Cut/Spec Sheets � -� c.-�� - �',�.� �. ,�—n� �= COMPLETE MECHANICAL: $ �'� , t O Cy CONTRACTOR INFORMATION n of Vail Reg. No.: .� .� � - i�_ ,.� /�� G--Ei''� �� Fax#: �� Person and Phone #'s: `�� fl� �- ��.M • '� (> ,(� ✓ ************************FOR OFFICE USE ONLY***************************** pther F�s: Date Reoeived: Accepted By: F:\cdev\FORMS\Permits\Building\mechanical�ermit 11-23-2005.DOC 11/23/2005 r • �� «w ,;, ,�, 08-16-2007 Inspection Request Reporting Page 38 4�30 pm Vail, C__Ci#,v Of Requested Inspect Date: Friday, August 17, 2007 Inspection Area: JRM Site Address: 75 S FRONTAGE RD WEST VAIL MUNI BLDG IT DEPT A/P/D Information Activity: B07-0097 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Contractor: MCBOYD BUILDERS`TNC. Phone: 328-5789 Description: MOVE DOOR AND INSTACL NEW WALL AND A/C SYSTEM FOR IT DEPT. Requested Inspection(s) Item: 540 BLDG-Final C/O Requested Time: 02:00 PM Requestor: MCBOYD BUILDERS INC ii Phone: 390-1497 Comments: IT dept. at the police departti'ient , will call 390-1497 if you need to get into�places Assigned To: JMONDRAGON % Entered gy: DGOLDEN K Action: ,Yime Exp: `�.._.�/ Inspection Historv Item Item Item Item: Item: Item: Item: Item: Item: Item: Item: Item: Item: Item: Item: Item: Item: 501 PW-Temp.access/drainage 21 PLAN-ILC Foundation Plan 30 BLDG-Framing "" Approved ** 05/08/07 Inspector: JRM Comment: 22 PLAN-ILC FRAMING 50 BLDG-Insulation 60 BLDG-Sheetrock Nail 70 BLDG-Misc. 90 BLDG-Final 532 PW-TEMP. C/O 533 PLAN-TEMP. C/O 530 BLDG-Temp. C/O 535 DIA - 30 DRY REMINDER 536 DIA - SITE/LANDSCAPING 539 PW-FINAL C/O 537 PLAN-FINAL C/O 538 FIRE-FINAL C/O 540 BLDG-Final C/O � , � � Action: AP APPROVED ,, l r tJ �; �\ y �LJ � ; � / REPT131 Run Id: 6992 . � ` .;-, 08-16-2007 Inspection Request Reporting Page 39 4:30 pm Vail, CO - CitTpf Requested Inspect Date: Friday, August 17, 2007 Inspection Area: JRM Site Address: 75 S FRONTAGE RD WEST VAIL 75 S. FRONTAGE RD A/P/D Information Activity: M07-0048 Type: B-MECH Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Contractor: TECH-ONE MECHANICAL Phone: (970) 390-8468 Description: INSTALL 2 CONDENSORS FOR AIR CONDITIONING OF THE TOV PHONE SYSTEM Requested Inspection(s) Item: 390 MECH-Final Requested Time: 03:00 PM Requestor: TECH-ONE MECHANICAL Phone: (970) 390-8468 Comments: IT de�pt. at the p�olice department , will call 390-1497 if you need to get into�places Assigned To: JMONDRAGON Entered gy: DGOLDEN K Action: Time Exp: Insqection Historv Item: 200 MECH-Rough Item: 310 MECH-Heafing Item: 315 PLMB-Gas Pipin�g Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final � � ` V REPT131 Run Id: 6992 . �� <_��_�x,�-,� c��g a�h��,��;- �%n��°a,�' ��7,�,�'✓�.,�q UnP�a7� a�- � �es�c�n Re�€�� ►c�a��d �t�CTI!c.�N F�iR[++� i3�paa-t��nt c�f Corrirr�€�n'sty [3e�r�lv#�me�t 75 S��Ft Frc�ntag� �t�ad� V�if, it1��s�'adt� �155� t�F: ��a.��s.z�� : �a�.��.z��. �reb: v��,r�.�va€fs�a�.c�srn Project Name: Project Description: Participants: DRB Number: DRB070547 FINAL APPROVAL FOR THE REMOVAL OF HAZARDOUS TREE ACROSS FROM 265 BEAVER DAM RD OWNER VAIL COLORADO MUNICIPAL BLDG10/01/2007 75 S FRONTAGE RD VAIL CO 81657 APPLICANT VAIL COLORADO MUNICIPAL BLDG10/01/2007 75 S FRONTAGE RD VAIL CO 81657 Project Address: 75 S FRONTAGE RD WEST VAIL Legal Description: Lot: Block: Subdivision: Parcel Number: 2101-064-0000-3 Comments: Tree growing over road - hazard Location: Vail Golf Course Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 10/02/2007 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Nicole Peterson DRB Fee Paid: $0.00 � � Minor Exterior Alterations Application for Design Revie �w Department of Community Development ` 75 South Frontage Road, Vail, Colorado 81657 �'�`��' "�� tel: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com l [�C�C�OdC � �;�I� _:� 1 2007 TOWN OF VAtL General Information: rmit application. Please All projects requiring design review must receive approval prior to submitting a building pe refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until ail required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a buifding permit is issued and construction commences within one year of the approval. Description of the Request: ( �� L � � � "'��°�� `°� L , `?`<<`} �,/� �/� 1 � t'_C.. C`�,! � t �'"',/ ) %�� ! / <l %�� Location of the Proposai: Lot: Block: Subdivision: Physical Address: �`� � r"�'�- �'�- `� � Parcel No.: �° � a�°'`� � �� 3 � Zoning: �; �� .,;,�� Name(s) of Owner(s): / Mailing Address: � � owner(s) Signature(s): �� Name of Applicant: E-rro-ail Address: '<-��Tr � r /�°--- ��`7c.��r �:w� ..f �.� (Contact Eagle Co. Assessor at 970-328-8640 for parcei no.) � ,'. �, 1.;� _._ � c> � �'c � d �',�{� l,� Phone• � � �= Mailing Address: Phone: Type of Review and Fee: ❑ Signs ❑ Conceptual Review O New Construction ❑ Addition ❑ Minor Alteration ( m u Iti -fa m i ly/ co m m e rc i a l) � Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 No Fee $650 $300 $250 $20 $20 No Fee Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans already approved by Planning Staff or the Design Review Board. For Office Use Only '�'"� � d BY._��.i � c;1 Fee Paid: �. �`�� Check No.:_____-- � I�� , ��- Cr' � DRB No.: f�K �_ Y I✓ Meeting Date: _ � Planner: i U � t No.. ��e� 0 � a � � � � � A Cut Above Forestr I nc. y� January 20, 2007 Charlie Turnbull Town of Vail Public Works 75 S. Frontage Road, Vail, CO 81657 Specializing on Tree Service and Forestry Consulting RE: Colorado Spruce tree across from 264 Beaver Dam Road. Dear Chariie, Thank you for contacting A Cut Ahave Forestry to address your tree care needs. At your request, I inspected the Colorado spruce (Picea pungens) growing across the s#reet from 264 Beaver Dam Road. The tree is approximately 24 inches in diameter and 5U feet talf. The tree has a significant sweep to the north causing the tree to extend over the asphalt and encroach into the right of way of Beaver Dam Road. The narrowness of Beaver Dam Road combined with the tree sweep creates a traffic hazard. Tall vehicles have to move to the north side of the road creating a traffic hazard. Although the tree represents no arboricultural defects and is not likely to fall in normal weather conditions, I recommend removing the tree to eliminate the traffic hazard on Beaver Dam Road. Please contact me with any questions at 970-453-9154. Sin rely � k Herwehe Certified Arborist #RM-2195 P.O. 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D��artment of Gor�rn[�nity Develc�p��nt 75 Sauth Frantag� Roa�i', VaiEr CoEora�do 81�i�7 t�l:970.47�3.2139 fax:97�7,�79.2�452 we�: wvirt�r.vai��ov.��trt Project Name: GORE CREEK FLOODPLAIN MOD PEC Number: PEC060050 Project Description: FINAL APPROVAL FOR GRADING IN THE FLOODPLAIN FOR STREAMBANK STABILIZATION AT THE INTERSECTION OF GORE CREEK AND WILLOW BRIDGE ROAD Participants: OWNER VAIL COLORADO MUNICIPAL BLDG06/27/2006 75 S FRONTAGE RD VAIL CO 81657 APPLICANT VAIL COLORADO MUNICIPAL BLDG06/27/2006 75 S FRONTAGE RD VAIL CO 81657 Project Address: 75 S FRONTAGE RD WEST VAIL Location: INTERSECTION OF GORE CREEK AND WILLOW BR Legal Description: Lot: A@B Block: 5D Subdivision: Vail Village Filing 1 Parcel Number: 2101-064-0000-3 Comments: TOWN COUNCIL APPEAL Motion By: MOFFET Second By: NEWBURY Vote: 5-2 Conditions: BOARD/STAFF ACTION Action: APPROVED Date of Approval: 09/19/2006 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 300 PEC approval shall not be not become valid for 20 days following the date of approval. Cond: CON0008714 Prior to construction, the applicant shall comply with the requirements of all applicable local, state, and federal permits and approvals. Cond: CON0008715 Prior to construction, the applicant shall coordinate all grading associated with this proposal with the State of Colorado Division of Wildlife to ensure the protection of fish and other aquatic species. Cond: CON0008716 �:� . �..4�y � l . - � . . . +R :: - . . . . . . . '. 1_J � All improvements/modifications shall comply with the study completed by River Restoration.Org dated ]uly 13, 2006. � Cond: CON0008717 Within 30 days of completion of the improvements/modifications within the 100-year floodplain, the applicant shall obtain Town of Vail approval of an as-built survey demonstrating that the modified 100-year floodplain was modified in accordance with this approval. Planner: Bill Gibson PEC Fee Paid: $400.00 �� :;%� �� a' � �� TO��ti'�10F t�� IL � Application for Review by the Planning and Environmental Commission Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.vailgov.com General Information: All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Planning and Environmental Commission review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Design Review Board. Type of Application and Fee: • Rezoning • Major Subdivision • Minor Subdivision • Exemption Plat • Minor Amendment to an SDD • New Special Development District • Major Amendment to an SDD • Major Amendment to an SDD (no exterior modifications) $1300 $1500 $650 $650 $1000 $6000 $6000 $1250 Conditional Use Permit ��loodplain Modification • Minor Exterior Alteration • Major Exterior Alteration • Development Plan • Amendment to a Development Plan • Zoning Code Amendment • Variance • Sign Variance $650 $400 $650 $800 $1500 $250 $1300 $500 $200 . Description of the Request: �' A�>�C�� 1��•��, �� +� �� '��N r=�2- `�,x-E�.�.Q-�� l �'i�l �.• � Z�i�i'�Li✓ Location of the Proposal: :.. T :__.__�! R Subdivision: ��N�- V a��-�-m� i 5'T ____ Physical Address: �n1�,rLS�� ; ;o - r- �- GC��z� �� =�� .��t�� 2+�c,Y- �o Parcel No ��_a_�__��_�� ___- (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): 1 c�,.� � r� ��%i i- Mailing Address: �S Sa��''�-1 i +z��ti�°+-cc� �%� , �f4-ii. , Ce £�rlc`� � � / Phone: `1'")� -�t�q - Z-33'1 �� Owner(s) Signature(s): NameofApplicant: C9�E.�•�- !��-a-,z-+E ,'Tvw� ��- ��- Mailing Address: \3v°t E�-�c-i--�v�� -+J� �/� + � tat�`�7 Phone: �� .; �- ��`� - Z 3 3 � E-mail Address: ��o rf �� vai �q�,v'.cc��-.Fax �11v-- �-i '7 t--Zi (c�� For Office Use Only: Fee Paid: ___� _ Check No :_` __ Meeting Date: __ �_'Z� �Q __ Planner: Page 1 of 5-04/O1/04 Q�� .,,,� I �� _ _ By� /�,v` �� -�--�— PEC No.: �,'' � ,.. ! �,^ r-i\ _ Project N—� �ZO� O � �� : �, �►,�: � ,x py, ��, ,�.:.�, � ,. �'� � t: �'� � h �� . '.� ri��' ., �� .,. i. � . YY'�*�'{) :��! `•'y'3r A : !� `:k%. �a�Y..i: }. �- .,7V' ,Ya, . , ' �! . C . � ��` �� i; r • .., .. . .. � d? t.y. ` ... .., . .... , �f . .. � r' � � �� . � �r� �.�c, � vRp� TO FROM: DATE MEMORANDUM Vail Town Council Department of Community Development September 19, 2006 _,�,�� ''�"",� ti '`'� � �.� �� SUBJECT: An appeal, pursuant to Section 12-3-3, Appeals, Vail Town Code, of the Town of Vail Planning and Environmental Commission's denial of floodplain modifications, �,,,, i.(,� pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for ��,,.t G+�" U��,,�„� modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, w,, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the �.o �"` � International Bridge on Willow Bridge Road), and setting forth details in regard � �`" thereto. (PEC06-0050) : � � Appellant: Vail Town Council � Planner: Bill Gibson U,�� l� ilA 11�� SUBJECT PROPERTY The subject property is located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road). STANDING OF APPELLANT Pursuant to Section 12-3-3, Appeals, Vail Town Code, the Vail Town Council has standing to "call-up" any action taken by the Planning and Environmental Commission. REQUIRED ACTION The Vail Town Council shall uphold, uphold with modifications, o� overturn the Town of Vail Planning and Environmental Commission's denial of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for enhancements to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract 1, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. Pursuant to Sub-section 12-3-3-05, Vail Town Code, the Town Council is required to make findings of fact in accordance with the Vail Town Code: "The Town Council shall on all appeals make specific findings of fact based directly on the particular evidence presented to it. These findings of fact must support conclusions that the standards and conditions imposed by the requirements of this title (i.e. Title 12, Zoning Regulations, Vail Town Code) have orhave notbeen met." IV. BACKGROUND The applicant is requesting approval of enhancements to the creek's hydraulics for recreation (i.e. kayaking) by attaching black, rubber inflatable bladders to the top-side of the under-water concrete bridge abutment slab directly below the Pedestrian Bridge. Since the � � proposed bladders will be deflated, either manually or automatically, in the event of high water flows; the bladders will have no effect on the 100-year flood plain elevation or on adjacent properties during a flood event. For a more complete description of the modifications to the Town of Vail White Water Park, located within the Gore Creek floodplain, please refer to the attached August 14, 2006, Staff inemorandum to the Planning and Environmental Commission (Attachment A). On July 24, 2006, the Planning and Environmental Commission reviewed the proposed request. The Commission was split with 3 in favor and 3 in opposition to the request, with those opposed to the request noting concerns about the aesthetics and financial costs of the proposed inflatable bladders. Rather than denying the request by a split vote, as a courtesy to the applicant the Commission tabled this item for further discussion at its August 14, 2006, hearing. On August 14, 2006, the Planning and Environmental Commission again discussed the request and then denied the request by a vote of 4-3-0 (Pierce, Gunion, Bernhardt opposed). As part of the motion, the Commission denied the request based upon the potential "negative environmental impacts". Excerpts from the meeting action minutes of the Commission's July 24, 2006, and August 14, 2006, hearings have been attached for reference (Attachment B and Attachment C). V. APPLICABLE REGULATIONS OF THE TOWN CODE Section 12-3-3: Appeals (in part) C. Appeal Of Planning And Environmental Commission Decisions And Design Review Board Decisions: , 1. Authority: The Town Council shall have the authority to hearand decide appeals from any decision, determination or interpretation by the Planning and Environmental Commission or the Design Review Board with respect to the provrsions of this Title and the standards and procedures hereinafter set forth. 2. Initiation: An appeal may be initiated by an applicant, adjacent property owner, or any aggrieved or adversely affected person from any order, decision, determination or interpretation by the Planning and Environmental Commission or the Design Review Board with respect to this Title. "Aggrieved or adversely affected person" means any person who will suffer an adverse effect to an interest protected or furthered by this Title. The alleged adverse interest may be shared in common with other members of the community at large, but shall exceed in degree the general interest in community good shared by all persons. The Administrator shall determine the standing of an appellant. If the appellant objects to the Administrator's determination of standing, the Town Council shall, at a meeting prior to hearing evidence on the appeal, make a determination as to the standing of the appellant. !f the Town Council determines that the appe/lant does not have standing to bring an appeal, the appeal shall not be heard and the original action or determination stands. The Town Council may also cal/ up a decision of the Planning and Environmental Commission or the Design Review Board by a majority vote of those Council members present. 5. Findings: The Town Gouncil shall on all appea/s make specific findings of fact based directly on the particular evidence presented to it. These findings of fact 2 must support conclusions that the standards and conditions imposed by the requirements of this Title have or have not been met. VI. STAFF RECOMMENDATION The Community Development Department recommends the Vail Town Council overturns the Town of Vail Planning and Environmental Commission's denial of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. On an appeal, the Town Council shall make specific findings of fact based directly on the particular evidence presented to it. These findings of fact must support conclusions that the standards and conditions imposed by the requirements of Title 12, Zoning Regulations, Vail Town Code, have or have not been met. Should the Town Council choose to overturn the Planning and Environmental Commission's denial of this request, the Community Development Department recommends the Council makes the following findings: "The Town Council finds: 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 2. The proposed floodplain modifi�ation will not adversely affect adjacent properties, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 3. The proposed floodplain modification will not have an adverse affect on the environment, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator." VII. ATTACHMENTS A. Planning and Environmental Commission August 14, 2006 memorancium B. Planning and Environmental Commission July 24, 2006 agenda results (excerpt) C. Planning and Environmental Commission August 14, 2006 agenda results (excerpt) D. Public Notice 3 Attachment: A MEMORANDUM TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2006 SUBJECT: A request for finai review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow #or the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Viliage Filing 1, (generaily located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06- 0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson SUMMARY The applicant, Town of Vail, is requesting approval of a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Biock 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. At its July 24, 2006, public hearing, the Planning and Environmental Commission approved the applicant's request for floodplain modifications to allow for the stabilization of the Gore Creek stream bank. Due to a split vote of 3 in favor and 3 against, the Commission chose to table the applicant's request for a floodplain modification to allow for enhancements to the White Water Park. It is Planning and Environmental Commission's role to review the floodplain modification element of this project. It is the Town Council's role to evaluate the use of public land, the use of public funds, and all other public policies related to this project. The review of design and aesthetic is the role of the Design Review Board. Based upon Staff's review of the criteria in Section VI of this memorandum and the evidence and testimony presented, the Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, the requested floodplain modification, subject to the findings noted in Section VII of this memorandum. II. DESCRIPTION OF REQUEST The applicant, Town of Vail, is requesting approval of a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. A vicinity map has been attached for reference (see Attachment A). The existing Vail White Water Park is located east of Willow Bridge Road and to the north of the Gore Creek Promenade. The applicant is requesting approval of enhancements to the creek's hydraulics for recreation (i.e. kayaking) by attaching black, rubber inflatable bladders to the top-side of the under-water concrete bridge abutment slab directly below the Pedestrian Bridge. These inflatable bladders can be inflated to varying degrees to direct the flow of Gore Creek toward the center of the channel and to create a larger wave feature. The bladders will be inflated by an air compressor to be located in a below-grade vault behind (i.e. north) of the existing retaining wall along the north Pedestrian Bridge sidewalk. The bladders will be deflated during normal conditions, but inflated to one of several settings for events such as the Teva Mountain Games. The bladders will typically be manually inflated and deflated; however, an automatic shut-off will be linked to an upstream river stage sensor as a back-up to ensure the bladders are deflated in the event of high water flows. Since the proposed bladders will be deflated, eithgr manually or automatically, in the event of high water flows; the bladders will have no effect on the 100-year flood plain elevation or on adjacent properties during a flood event. The applicant's request (Attachment B) and the proposed engineering drawings (Attachment C) have been attached for reference. 111. BACKGROUND On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Valley Tourism and Convention Bureau and Town of Vail to create the Vail White Water Park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. On July 24, 2006, the Planning and Environmental Commission approved the floodplain modification to a�low for stabilization of the Gore Creek streambank by a vote of 5-1 (Cleveland opposed). Also on July 24, 2006, the Planning and Environmental Commission tabled the applicant's request for a floodplain modification to allow for enhancements to the White Water Park, due to a split vote of 3 for (Bernhardt, Gunion, and Pierce) and 3 against (Cahill, Cleveland, and Jewitt). Commissioners Cleveland and Cahill noted concerns about the aesthetics of the proposal, and Commissioner Jewitt noted concerns that FEMA had not yet formally adopted the updated floodplain insurance maps. 2 IV. ROLES OF REVIEWING BODIES Planninq and Environmental Commission: The Planning and Environmental Commission is responsible for final approvai, approval with conditions, or denial of a floodplain modification application. The Commission has no review authority over the related design review application, the use of public lands, the use of public funds, or other public policy decisions related to this proposal. V. APPLICABLE PLANNING DOCUMENTS Town of Vail Zoninq Requlations (Title 12, Vail Town Code) Section 12-21-10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in part) E. The Administrator may require any applicant or person desiring to modify the f/ood p/ain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantity or velocity of flood waters. Town of Vail Development Standards Handbook (Title 14, Vail Town Code) Chapter 14-6, GRADING STANDARDS (in part) Floodplain Standards: No grading is permitted in the 100-year f/oodplain without Planning and Environmental Commission approval. If an applicant wishes to grade into the 100-year floodp/ain, an environmental impact report rs required. The environmental impact report shall include impacts to vegetation, riparian areas, appropriate hydraulic engineering calculations to show no increase in water surface profile and velocity, as well as stating that there will be no adverse impacts to adjacent properties. No permanent improvements sha/l be constructed within 1' of the floodp/ain line. The floodplain line shall be determined by a registered professional land surveyor by p/otting the appropriate elevation of the floodplain on a maximum 1"20' topographic 2' contour map using the adopted Town of Vail f/ood profiles (the Federal Emergency Management Agency Flood Insurance Study). The topographic survey shall reveal the method for determining the starting point and the starting elevation for the f/oodplain delineation. A site specific study performed by a Professional Engineer per FEMA guidelines and approved by the Town of Vail and FEMA may be required. � VI. CRITERIA AND FINDINGS Floodplain Modification A. The Planninq and Environmental Commission shall consider the followina criteria when reviewinq an application for a modification to the floodplain: 3 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters. The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplain Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplain Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 3. Such other factors and criteria as the commission deems applicable to the proposed floodplain modification. On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Val�ey Tourism and Convention Bureau and Town of Vail to create the Vail white water park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. This proposat would allow for the enhancement (i.e. hydraulic modifications created by inflatable bladders) of the existing Vail White Water Park. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. B. The Planninq and Environmental Commission shall make the following findinas before approvina a floodplain modification: 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. VII. STAFF RECOMMENDATION The Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. This recommendation is based upon the � review of the criteria outlined in Section VI of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose to approve this request; the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission approves the applicants' � request for floodplain modifications, pursuant to Chapter >4-6, Gradrng Standards, Vail Town Code, to al/ow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplarn, located at Tract l, Block 5E, Vail Village Filing >, (generally located east of the International Brrdge on Wrllow Bridge Road), and setting forth details in regard thereto, subject to the fol/owing conditions: Prior to construction, the applicant shall comp/y wrth the requirements of all applicable local, state, and federal permits and approvals. 2. Prior to construction, the applicant shall coordinate all grading associated with this proposal with the State of Colorado Division of Wildlife to ensure the protection of fish and other aquatic species. 3. All improvements/modifications shall comp/y with the study comp/eted by River Restoration.Org dated Ju/y y3, 2006. 4. Within 30 days of completion of the improvements/modifications within the 100-year floodp/ain, the applicant shall obtarn Town of Vail approval of an as-built survey demonstrating that the modified 100-year floodplain was modifred in accordance with this approval. Should the Planning and Environmental Commission choose to approve this request, the Community Development Department recommends the Commission makes the following findings: "The P/anning and Environmental Commission finds: 1. The proposed f/oodplain modification will not increase the quantity or velocity of flood waters, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 2. The proposed floodplain modification will not adverse/y affect adjacent properties, based upon the technical analysrs prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 3. The proposed f/oodplain modrfication will not have an adverse affect on the environment, based upon the technical analysis prepared by River Restoration.Org, LLC dated Ju/y 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. " � ! VIII. ATTACHMENTS A. Vicinity Map B. Applicant's Request 1 Exhibit 1: Site Plan 2 Exhibit 2: Hydraulic Study 3 Exhibit 3: Photos of existing site 4 Exhibit 4: Photos of deflated and inflated systems 5 Exhibit 5: Environmental Impact Report 6 Exhibit 6: Letter from Floodplain Administrator C. Engineering Drawings D. Public Notice . ., � . . ��b: � . . m� . ,. � �.Y:.. .�..� .. � .. : ' . ..�.� .. . . . ., .. LL'�r.' r�. � ' _. . - . . . . . . . � . . � � . f "� y�? .. ' . . ' . . � . � � � , .-y . . . _ . . ' . . .. .. . � 1Y�. . . ' . . . . . . 'V . . . . .. � . . . . . . . � Nk t �" „y„ . � .1 '��"�' � p, . .t. . . .� � _. . . . . �:% . . � i Attachment: B MEMORANDUM TO: Planning and Environmental Commission FROM: Department of Public Works DATE: July 24, 2006 SUBJECT: Gore Creek Promenade Whitewater Park Enhancements Backqround • The Vail Whitewater Park was originally constructed in the fall of 2000, with the expectations that there would be "tweaks" required to the whitewater features to achieve their full recreational potential. The park consists of three natural boulder whitewater features. The feature located between the International Bridge and the pedestrian bridge is used during the Teva Mountain Games as a"main event" rodeo hole due to its prominent location in Vail Village, enjoying national television coverage. In addition, boaters often stop and play in this lower feature as they kayak down Gore Creek. However, the park has not been a"destination" park as originally anticipated. - • Each year since 2000, with the exception of 2005, alterations to the park have been budgeted. However, the pending revision of the FEMA Flood Insurance Rate Maps (`Floodplain Maps') has prevented any work due to changes to the Base Flood Elevation (100-year Floodplain or `Floodplain Elevation') in this area. Now that the `Floodplain Maps' are nearing completion, the Town has hired a consultant to assist with the design of potential alterations to the park. The consultant performed hydraulic modeling work on this stretch of Gore Creek, and a synopsis of their findings is shown below. Note that final adoption of the new `Floodplain Maps' is likely 12+ months away. Enqineerinq Recommendations • The new `Floodplain Maps' show that the revised Floodplain Elevation is actually higher than the finished floor elevation of the ground floor of Village Center Building A. This is not a result of the construction of the original park, since the new `Floodplain Maps' are based on pre-water park topograph.y. Fortunately for Building A, there is a small berm that separates the creek from the building, therefore FEMA considers that Building A is not in the floodplain, however, less than 7" separates the top of the berm and the `Floodplain Elevation'. • Without getting into significant detail, the consultant does not recommend major physical changes to the river, such as reconstructing the existing features, without mitigation to protect Building A from potential flooding. Mitigation techniques could include a three foot tall flood wall or significantly increasing the berm size, neither of which are likely to be endorsed by Village Center. Adiustable Feature • The idea of a removable or adjustable feature was first discussed several years ago by Staff as a way to enhance the recreational experience of Vail's Whitewater feature while reducing or eliminating the flood hazard that a traditional feature may create. • The concept is that the feature becomes non-existent during extremely high flows or in the possibility of flooding. • The proposed feature would consist of eight (8) inflatable rubber bladders attached to the existing concrete slab located beneath the pedestrian bridge. The bladders are inflated as needed to focus the flow of Gore Creek towards the center of the river and enhance the wave created by the existing boulder whitewater feature. . When deflated, the bladders are less than 3" tall, and staggered across the existing concrete slab. Hydraulic models indicate that these cause no impacts to the floodplain elevation. ' Proiect Raiionale This proposal is the only option for significant enhancement to the recreational experience of the park because of concerns about raising the 100-Year Floodplain. However, there are multiple benefits to the "adjustable feature". A. 100-Year Floodplain • Installing permanent boulder features that improve the whitewater recreation experience of the park will raise the 100-Year Floodplain elevation. • That increase could impact adjacent property. • Installation of inflatable bladders allows the feature to "disappear" during high flows, thus eliminating the increase in floodplain elevation. B. Project Benefits • Adjustable nature of bladders allows variation of wave shape and size • System can be controlled to�optimize the feature for variable river flows • Can adjust the wave for scheduled "expert" or "amateur" competitions • Low maintenance costs once installed vs. natural boulder features • System is programmed to deflate in the event of unexpected high flows • With the construction of the Avon Whitewater Park and other parks across the country, this feature may ensure the continuation of the Teva Games in Vail • High visibility for locals and guests • May return Vail's park to "destination" status • Possibility to hold kayaking teaching clinics • Could add a"web cam" of the park to the Town of Vail website showing the park and providing links to current flow volumes C. Project Disadvantages • As with natural boulder features, there is no guarantee of "the perfect whitewater feature". • Expense: substantial cost with no guarantee. However, this also applies to natural boulder features. Kev Concerns A. Success • Basic hydraulic engineering supports the concept of focusing the flow. In addition, the general idea has been successfully tested in this location during the Teva Games in 2003. • The engineering concept behind this feature is to increase the velocity of flow across the existing concrete slab, up to 25 percent for recreational flows. • The new technology behind today's freestyle kayaks is termed a"planing hull". Planing hulls have a flat bottom, and when the boat is given some speed, the hull skims to the surface, allowing the boat to spin and the paddler to perform tricks. • Therefore, by increasing the velocity in this feature, the recreational experience for Vail's park is enhanced. • In addition, because of the adjustability of the proposal, the whitewater feature can advance with the sport. B. Safety • Six of the eight bladders are simply rubber structures that pose no safety concern. • The two center bladders on the downstream edge will have narrow steel plates to enhance the adjustability of the wave. However, these plates will have rounded corners and a rubber bumper attached to the edge. In addition, they will be in the deepest part of the channel so potential contact is minimal. There are no edges to get hooked on and no corners to impact. • These features would not be considered any different from the general hazards inherent to whitewater activities or other use of the river. C. Aesthetics • The bladders would be attached to the existing concrete slab and, for the most part, located beneath the pedestrian bridge. They will be black in color and would likely be covered in algae as is the concrete slab. • When deflated, they will be visually insignificant. They would create ripples during the low flows of the late fall and winter months. • When inflated, the bladders would be submerged during high water. During lower flows in July and August, when the park is in operation, the outer bladders would be visible above the water line. • The bladders will always be deflated at night. D. Operations • The current proposal includes the installation of a"PLC" which is a computerized control system. It operates the system at programmed times. In addition, it can be programmed to adjust to varying water levels and for desired wave shapes and sizes. • Programming the system would be a"trial and error" process and would take a season or two to fine-tune. • The proposal includes an upstream sensor that would deflate the system automatically in the event of potentially damaging floodwaters. • Staff is recommending the formation of a whitewater park "operating committee" comprised of local boaters, fishermen, business owners, etc. as well as a Town staff member to establish the operating guidelines and to program the system. This was successful when the park was first constructed and many of the same members have . expressed interest again. M Purpose of the Work The purpose of the work is to enhance the recreational experience of Vail's existing whitewater park. Proposed Work The town proposes to attach 8 rubber bladders to an existing concrete slab using stainless steel anchor bolts. The bladders will be operated using stainless steel air supply lines connected to a computerized control system located above the stream bank. All work will be completed per US Army Corps of Engineers specifications, which will include comments from the Colorado Division of Wildlife. Best Management Practices will be utilized to minimize sedimentation and turbid water conditions during construction. A copy of the sediment control plan is attached. Extent of Impacts The quantity of fill below the level of the 100 year floodplain elevation will be 1.67 cubic yards when the bladders are deflated. This is spread over an area of 768 square feet (the existing concrete slab). As noted above, the hydraulic model indicates that there is no impact to the 100-Year Flood elevation. The system will not be operated during potentially damaging�flows and as noted an automatic override will deflate the system if unanticipated high flows are encountered. Wetland Issues No wetlands will be impacted or disturbed as part of this proposal. Excavated Materials The only excavated materials will be concrete drilling spoils from the anchor bolt holes and sawcuts for the air supply lines. Because the work will occur on a dry concrete slab, all spoils can be vacuumed up and properly disposed of. Attached Exhibits Exhibit 1: Site Plan Exhibit 2: Hydraulic study Exhibit 3: Photos of the existing site Exhibit 4: Photo examples of deflated and inflated systems Exhibit 5: Environmental Impact Assessment Exhibit 6: Letter from Floodplain Administrator or Replace all irrigation --. , '.� I�i O�, - � -- 2-3'x6 x3 UTILITY BOXES _. _.._. — , \ ,. Scal e —.I � components) Su6 rade _below bottom of ,- ,%� �.�--� , � 9 _ . 4LL box elev. with 6in. of �in � �' � `\� � _ :�._ , .:_ „ � - .' ._ O ?Ir` �°`°°* �,_ Washed Gravel) ,` � ��' ��/� „�; ... . _,. ..:L ��s.,q� au°^eaa.�� . . -� , ,, , .�� O .. • . __. �_ . l � ' ..... �.-. STABILIZE 19 CY �`--"p-._ ' , � � � �'. �" ,,,., } , � � c�` �, ,.. .K. OF BANK 2: 1 H: V MAX EX ELEC. UTILITIES ;' '' .� ,- � a .�; � . � , __ (Protect In Place Q ' ,�PEROX. PROPOSED . � � . ��\ � �' � ,� _. . ING WALL __�-- ` -` all Utilities) `:. "s ,." �IEW WALL ,"� � � ... . -, 0 �., ' � a t ,,s�ss ,, �:,..." .. �` ; EX. ,BRIDGE" ABUTMENTS \ �� ""' �� I�,�, ' � (Protect in Place) �� ; .-�" C �.` _ .. _ .. 1'�. EX PLAN7FR,' .. � � • �� .. .. , ,�,, _� �� g �°��. --` � 1 AIR SUPPLY H ��ss» — �', �� E"��te� ,,,, ' 8- - OSES\``�� ZATION ; F,_ __^�� ;.r; ; �F � �� =�� (To be placed below elev. of rock �` Detail) i� facia a - �'—�, ` n , `--Z-,r �: �,�'` ` �!�� ngle iron support) \� �.r / �j , rc � � � , � �•-�- � <. 1. . I� `t- , � �` 1w -!�� x a`t , ��,� �\ � '' , � �� i�v ` ° r r gE � � .. -i oi : '��` \ ! I a�sz.33 �`_ i , :yQ ;°� �t ,: �� l� , ADJUSTABLE BLAJJFI�R ' �� °�'�:- : _i �-`�!�/� `,:1 . 1 ',, FEATURES (�e€ Detail) ,i , \ � _ , AND RIP_/ N ` °r` .�� ---_ In Place) _ , i� :��_ f� E. h ' Fi TOE BO�C�ERS� �,� ' �11TS OF �' ` (Protect tn Place) ,, '' ,VATION _ ,,. . , FILL LIMITS ,��, V 1 �,,, .,, o -�,�7 5 � � ,.- `. ___--- �' _ o i 0+5� --- ; -- -------- ' _ --� -"- i t ---- --- -=---1-- \ '1 RE-WORK 9 CY ` � , �\ OF EXISTING ROCK� ,\ � `1 _. _ ` � �k :\ ��\ ,`� � . , �. ';, � ; : � �, ; 1 � . ,...._. � ". �: , ` ` �i � � ^ .\ � � � � .... � . '�..� \ ; ,_.- '',._.. . . i ....... . � , . - . � \ � � � �� i ,_ �-80U�DERS . �:�.'.:.i. `� � � r ` A 0 :� ,'.- L \ EX. CONCRETE SLAB i�� / 4C ROCK, FACIA-A�L SIDES OF BOTH �` ABU MENTS (Protect -Yn Place) �; \ � �� . � Q \_ � � .' / � 0 � � � � ca � � L � 4� � �-' Ul -y�, � O � � -�-' � � U � "-- Q� _ � l(i � O O > � U � , — ` ��. , �,., 739 C c.cia�e Gie�=qoy 5�� ngs. CO 8 i 601 2006 Va�i Wl,�tewater Park Modifica0ons and Updates ` C-3 � Jul� I �; ?t)i)6 �� IVER ,�!`,`��i'�,�) �i,,�..� .:. .,. .: �� ! Pil ft�..' {1i I=;.GlcmeuoJ ��xirig�, Culnradu h I G(i"_. 1`->?01 94 i!7,( ti .. July 13, 2006 Mr. Tom Kassmel Town of Vail 75 S. Frontage Road, Vail, CO 81657 (970) 479-2235 RE: Vail Whitewater Park Enhancements, Floodplain Compliance Dear Tom, Proposed recreation enhancements at the Vail Whitewater Park include in-channel modifications to hydraulics for enhanced recreational whitewater experiences. This letter is to discuss how the proposed modifications comply with Town of Vail and Federal floodplain development guidelines. TOV: 12-21-10: DEVELOPMENT RESTRICTED: (E) The Administrator may require any applicant or person desiring to mod� the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantiry or velocity of flood waters. (Ord. 16(1983) � 1: Ord. 12(1978) � 4) Existin� Conditions The feasibility of enhancing recreation without increasing the Base Flood Elevations (BFEs) is shown herein through 1-dimensional step backwater modeling. This analysis is based on a HEGRAS floodplain model supplied by the Town of Vail. The established floodplain geometry is "Imported Geom Olmbjrevised" and the associated "100 Year Discharge" is the steady flow data. However, the floodplain geometry is not detailed enough to represent the potential impacts to the Base Flood Elevations. A very low berm, separating a building on the right (north) over bank and Gore Creek, was identified by Peak Land Consultants with field survey in 2001. It is estimated that the berm has insufficient flood freeboard. This berm was not resolved in the FEMA flood studies; however, the berm freeboard does not comply with the levee requirements of FEMA under Paragraph 65.10 NIFP Regulations (3 feet of freeboard minimum). The right (north) berm is at elevation 8156.71 feet and the building floor elevation is 8155.1 feet. 1 of 4 • � .1ulv 1 �, �UUG �; Iv�R � � � �� i'i� Fi�r: �.i_ .,.(�ic;in. , �I �I�iiinp. � .ir:id�� lG�. i9"' ii �i�?-uSn� The previous FEMA FIS dated November 2, 1982 shows a cross section named AC at approximately 225 feet upstream of the Pedestrian Bridge that is coincident with the low berm and represents a wide section of Gore Creek between two entrenched and narrow sections. This cross section (AC) is missing from the 2005 FEMA floodplain model. In a desire to better represent the channel hydraulics near the low berm, a cross section (RS 157.666) was added to the 2005 model, 225 feet upstream of the Pedestrian Bridge, with interpolated floodplain and channel detail based on the Peak 2001 survey. In addition, RS 157.0 shows a critical flow state in the 2005 floodplain model, creating a backwater at the downstream face of the Pedestrian Bridge (RS 157.1) and representing a submerged concrete slab. The RS 157.0 section is approximately across the pool downstream of the main whitewater feature. However, a river wide hydraulic jump is visually evident at all flows between these cross sections, which indicates that RS 157.1 should be in a critical flow state and RS 157.0 should be in a sub critical flow state. RS 157.0 was adjusted with channel detail surveyed by Peak 2001. Therefore, an existing conditions geometry "Imported Geom Olmbjrevised existing" was developed by the insertion of a cross section at RS 157.666 and the adjustment of cross section RS 157.0 based on Peak (2001) surveyed detail. This resulted in modeling a critical flow state at RS 157.1 and a sub-critical flow state at RS 157.0, consistent with visual observations of the existing hydraulic jump. This "Imported Geom Olmbjrevised existing" geometry represents the best availabie data for modeling Gore Creek flood flows through the proj ect area. Proposed Conditions The Selected Alternative for modifications to the Vail Whitewater Park includes installing inflatable bladders on an existing concrete slab and stabilizing the right bank downstream of the concrete slab. Also included is a peg-board system that would allow for the periodic installation of features to enhance the park. It is anticipated that the peg- board would allow for the continual future development of features as future whitewater users demand. Because of the existing Floodplain conditions, any adjustable features shall require continual supervision while operating and, are not to be left in place overnight. Furthermore, a redundant, river stage, automatic shutoff is recommended for the inflatable bladders. The automatic shutoff shall be set 225 feet upstream of the Pedestrian Bridge (representing the low point of the berm) to automatically deflate all bladder structures when the river stage reaches 8155.10 feet. The park shall be supervised and operated not to increase river stages greater than 8155.10 feet at 225 feet upstream of the pedestrian bridge. This allows for a minimum of 1.6 feet of freeboard during supervised operation, is below the building floor elevation, and is below water surface elevations measured during previous high flow events. A field survey of the high 2of4 , � Ji�ly � 3, 2U0G `�l IVER ,.`�� `��',T!!'G�1:r�:�'i� j�� _. . _ � i>f � f.- C"�' ,l lcno.��u�.i S�mnp�. ( I rudu � Il,U"'. 19?u) ?a; ��;n\ water May 22, 2005 (approximately 1,500 cfs) measured the elevation of the water to be 8155.11 feet near this location. A proposed geometry "Imported Geom Olmbjrevised Proposed" was created by widening the both the upstream and downstream internal bridge cross sections (RS 157.2) to 46.4 feet and raising the channel bottom to elevation 8149.12 feet. In addition, the right bank of RS 157.0 was modified to show the proposed conditions of the bank stabilization. The proposed geometry (proposed modifications to RS 157.2 and RS 157.0 only) was then run with the "100 Year Floodplain" steady flow data (2,100 cfs). Results show that the deflated bladders would maintain the existing conditions BFEs without any increase in water surface elevation for the 100-year flood event, if installed below the average elevation of 8149.12 feet. Table 1. presents proposed conditions with the proposed size and elevations of the deflated bladder structures affixed on top of the existing slab, the peg-board holes, and the right bank stabilization. Table 1 Station Description BFE �'� BFE �Z� WSEL �3� (ft) (ft) (ft) 158.1 Downstream face of Bridge St. Bridge 8158.94 8158.71 8158.71 158.0 527.0 feet U/S of Pedestrian Bridge 8158.52 8157.84 8157.84 158.666 25.0 feet U/S of Pedestrian Bridge N/A 8156.62 8156.62 157.5 74.4 feet U/S of Pedestrian Bridge 8154.83 8154.61 8154.61 157.3 Upstream face of Pedestrian Bridge 8154.39 8154.03 8154.03 157.2 Pedestrian Bridge N/A N/A N/A 157.1 ownstream face of Pedestrian Bridge 8154.12 8153.12 8153.12 157.0 17.8 feet D/S of Pedestrian Bridge 8153.00 8153.24 8153.11 156.9 U/S face of International Bridge 8152,54 8152.54 8152.54 156.8 International Bridge N/A N/q N/A Notes: 1. Base Flood Elevation established in 2005 Floodplain Model 2. Base Flood Elevation from Floodplain Model modified with surveyed existing conditions detail 3. Water Surface Elevations with proposed modifications 4. Cross-section from current HEGRAS Model 5. Cross-section added or adjusted into existing conditions HEC-RAS Model with additional detail surveyed by Peak Land Consultants, 2001 The proposed project would not increase Base Flood Elevations on Gore Creek and would not have any impact on100-year flooding nor floodplain. The project would not result in any change of quantities of water during the 100 year discharge. Velocity changes at RS 157A (+0.53 ft/s =+6%) may be considered insignificant, and no erosion, nor aggradation or degradation is anticipated as a result of the project. Nor would the project adversely affect adjacent property owners if constructed and operated as 3 of 4 � . � �; IVER � �� . : . . ,�r�:�a �� '� � Rn�: !) -;,l.�lcm � i nI j��ririe� Culor�du �16ii"'. 19^ni ��? i;',��,ti� .1ulv 1��.2UU6 recommended herein. It should be noted that adjacent property owners may be at risk of flooding under existing conditions and the project would not change this risk. Please contact me with any questions or comments. Respectfully, RIVERRESTORATION.ORG, LLC. Jason Carey, P.E. Principal , _ ,� , _ . ., _ , :, 4 r. � :�: . ..x F 4of4 �r� _. ��i _- `� � �;; .. �� - � � _' 3 � ��: � � ��f, ~ �.'� ,� �K � i � Existing Park in Fall during low fiows. Mid summer flows across concrete slab � Existing wave during mid summer .� � ,; k; i. _ t i : � r � � � � v�:� �" � y� � , .. ., �-: - _ ...,, .:, -� �•n� � „ � , ;�: ry� �.. ` � r �� ^�� _ � . _ � . _ >a'. � �� . � ,. ..� . , _._ , .. ,.. _ . ..... �k? ,. -, � "'.'� ..- ' � � �� ,� ,�°�� :µs � .� ` ` ° ,�, ti � b ✓�� :r � r�'.�, �Yi"'.�,�. ''�� ,� x �� v.—sy��. . . .�r. '�'� µ+. � � 7a. „7'.°�.#z �, .� ; - � , ..� .., � ; p,� . �' . � "'`�, • ,�w�,: M ': ^c . ;._ �� ,� .'°_i5'w` llr...,. ,� ,,.� . _ . ,...� � x �y.= � .. ,:,v ,. . r i a. , , . . ,. . �.. .v. .:.� .,...,,.` r��. . . : . .., e :� . � " . � . .- ' . ��wrrw..�+�:.4�n.., d� �.r .. .,.,...:. t. � ' � � ' ' � � • � � ' ' � li � �� Y:.. .9� .�"�F �f.' � � � . �ri: \ i� •sx.�SL�.S�� 4 ��. 0"'1l-.� Y ��.� � . ~`�'1 �.�"i�':< . . u�� , ... 1 ��4. Example of Inflated Bladders ��- 3�� > -�: ` ��_ �� ,�� •�. t".� � � . ,r . � ,. '�' �� IV. ENVIRONMENTAL IMPACT ANALYSIS In accordance with Chapter 12-21-10, Town of Vail Code, staff and the project consultant have completed an environmental impact analysis. The following criteria have been evaluated for impacts from this proposal: 1. Hydrologic conditions, such as surface drainage and watershed characteristics, ground water and soil permeability characteristics, natural water features and characteristics, and any potential changes or impacts. A complete floodplain impact analysis has been prepared by River Restoration.org. The floodplain study (attached) concludes floodplain elevations along Gore Creek will not be adversely impacted by the proposal. 2. Atmospheric conditions, such as airshed characteristics, potential emissions, and any potential changes or impacts. This proposal will not impact any atmospheric conditions in the area of Vail Village. 3. Geologic conditions, such as land forms, slope, soil characteristics, potential hazards, and any potential changes or impacts. This proposal is not located in any of the Towr�'s identified geologically hazardous areas. No changes to existing landforms (other than limited grading and the placement of boulders � within the stream tract) are proposed. 4. Biotic conditions, such as vegetative characteristics, wildlife habitats, and any potential changes or impacts. The existing aquatic environment of Gore Creek in Vail is currently impacted by non-point source pollution. Limiting factors include increased sediment discharge from the highways and adjacent development: Low flow periods in late summer and the resulting warmer water temperatures also have an impact. It is not expected that the project would have any major functional impact on of these limiting factors. This project is expected to have some effect on decreasing the increased sediment loading from the degrading North Bank. The reach is managed by DOW for cold water fisheries; the substrate is gravel, cobble boulder bed. Increased sediment loading on Gore Creek, largely associated with development, is the most critical reach habitat issue as identified by the DOW in a February 13, 2006 site visit. The reach of Gore Creek between the confluence with Red Sandstone Creek and the confluence with the Eagle River has been identified by the DOW as a Gold Medal Fishery. The project site is approximately 1.1 miles upstream of the reach which has been designated a Gold Medal Fishery. The long term effects of this project on the Gold Medal Fishery downstream would be decreased sediment loading by stabilization of the north (right) bank. The project may have temporary construction impacts with track equipment driving on and excavating the bed material in the wet channel. Construction activity may have isolated increases in turbidity. Best management practices such as turbidity curtains, silt fences, construction sequencing and care of water would be utilized to minimize potential turbid conditions and locations. 5. Other environmental conditions, such as noise levels and odor characteristics, and any potential changes or impacts. Staff believes potential impacts to the existing noise level of the creek are minimal when compared to the noise generated by nearby uses/activities. These include loading and delivery at adjacent retail properties, snowmaking operations on Vail Mountain and special events along Gore Creek Promenade, Bridge Street and Gore Creek Drive. Staff does not anticipate any "nuisance" impacts from this proposal. � 6. Visual conditions, such as views and scenic values, and any potential changes, impacts, or marked contrasts. Town staff will be working very closely with the contractor to ensure aesthetics of the projects are the highest priority. Most materials used in this project will be natural and consistent with materials occurring naturally within the Gore Creek stream tract. The exception to this will be a small utility box, 36"x36"x144" to hold the compressor and controls. The utility box will be sub-grade behind the existing rock wall on the North side of Gore Creek between the International bridge and pedestrian bridge (See Drawing). In- channel there will be adjustable structures attached to the existing concrete slab. These structures will fully deflate to no more than 3.5 inches in height. These structures will also be placed predominately under the pedestrian bridge. The structures are designed and placed to minimize visual impacts. 7. Land use conditions, such as characteristics uses, compatibility with officially approved land use and open space policies and objectives, and potential changes or impacts. Because this project involves only minor improvement to the existing whitewater park, existing uses will be relatively unaffected. This portion of the Gore Creek stream tract has long been established as an area for recreational uses. This stretch of creek was previously dammed and used as an ice skating area and the grassy knoll portion of Gore Creek Promenade is currently used for concerts, parties and special events. Staff believes the intensity of the proposed use is compatible with both the historic use of the site and the intensity of adjacent uses. Adjacent uses include high-density residential (up to 25 units/acre), lodging and commercial. 8. Circulation and transportation conditions, such as volumes and traffic flow patterns, transit service needs, alternative transit systems, and potential changes or impacts. Staff does not believe this proposal will impact vehicular traffic flow or transit service needs in the area as the intended use of this area will not change from the existing use. g. Population characteristics, such as residential densities, neighborhood patterns, potential displacement of residents or businesses, and potential changes or impacts. This proposal will not impact or displace any of the existing densities, residents or businesses within Vail Village. TOWN UF VAI� L:� Department ofPublic Works cYc Transportation 1309 Elkhorn Drive Vail, CO 81657 970-479-2158 Fax: 970-479-2166 www. vailgov. com MEMO To: Bill Gibson CC: Gregg Barrie From: Tom Kassmel, Town EngineerlFloodplain Coordinator Re: Whitewater Park Enhancement Project Date: 7/17/06 n The proposed improvements to the Town of Vail's Whitewater Park have been reviewed for compliance to the Town Code with regards to the 100 Year Floodplain. After reviewing the hydraulic analysis completed by River Restoration.Org dated July 13t1i, 2006, it is evident that this project will not cause any negative flood impact to adjacent properties, there will be no increase to the 100 yr flood water surface elevations or quantity of floodwaters, and there will be no significant increase in velocity. It is my opinion that this project may move forward as designed. If you have any questions please contact me. U c a� E t � � Q � GOf�E CF�EEK AT VAI L I�EC�EATION ENNANCEMENTS Vail, Eagle County, Col orado June, 2006 CONTACTS 7. Mr. G�egg Barrie, Town Planner Town of Vail (970)-390-3286 2. Mc Jason Carey, Engineering Consultant, Project Engineer RiverRes[orotion.org, ILC. (970)-389-5987 3. Mr. Jim Roberls, Oirector of Mountain Operotions Val Resorts - (970)-845-5175 . Mr Fred Hassley. Engineer (970)-476-7980 Mr. Todd Fessenden, Woter Ouality (97p)-401-2145 Eagle Rlver Water and Sanitation District VICINITY MAP LEGEND Impermee6le � Fill Limits � Turbidity Curtain r�.,yy,� Proposed � � Ezisting Baulders �� Spot Elev. �Project � Praposed Grade Limits �Limits oF � Base Line Excawtion DRAWIN6 INDEX PLAiE NO 1111-E � General COVER, LEGEND, DRAWING INDEX C1 Civil �� PROJECT LIMITS OVERVIEW C2 PLAN ANO THALWEG PROFILE C3 CLOSE UP 517E VIEW C4 SECiION UiEWS C5 CIVIL DETAILS/BMP's x N -6 � o � �, � �� o �� a� �� s� � �,� � _�� ca � O > � U � � `w � w.+.wnw• � mrJ =��,I.��: � ee on m�d G �� e�5p��'s.CD�i60i orq 2006 Vml Wn�tewate� Park Moc�fications and Updates ' Gi 0 I ' : � CALE I'=25' i'. TRASH ENCLOSURE � AND RECYCLINC BINS �� ..'::: .. _ i, ELE� � nr,,.._ �pOR �E�E� 815b? � APPROXIMATE IpCAT10N � OF BUIIDINC OUTllNE / � FlNISNF� \ R ELEV. � � FINISHEO B��Z / E�� - , ..(� :.�%�.... APPRO%IMATE LOCATION ...,i ';. 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CO b I 601 2006 Va�l wh�tewater Park Mod�ficanons and Upda[cs G5 t � �}� �� ,� � Attachment: D THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vaif will hold a public hearing in accordance with section 12-3-6, Vail Town Code, on July 24, 2006, at 1:00 pm in the Town of Vail Municipal Building, in consideration of: A request for a final review of a major exterior alteration, pursuant to Section 12-7H-7, Major Exterior Alterations or Modifications, Vail Town Code, to allow for additions to, and the renovation of, the Lion Square Lodge East; a request for a final review of a variance from Section 12-7H-10, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, Vail Town Code, to allow for encroachments in the setbacks; and a request for a final review of a recommendation to the Vail Town Councif for an amendment to Chapter 5, Detailed Plan Recommendations, Lionshead Redevelopment Master Plan, to create build-to-lines to allow for encroachments in the setbacks; located at 660 West Lionshead Place/Lot 1, Vail Lionshead Filing 1, Addition 1, and setting forth details in regard thereto. (PEC06-0041) Applicant: Lion Square Lodge East, represented by Bill Anderson Planner: Bill Gibson A request for a final review of a variance, from Section 12-66-6, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for a garage addition within the front setback, located at 265 Beaver Dam Road/Lot 40, Block 7, Vail Village Filing 1, and setting forth details in regard thereto. (PEC06-0040) Applicant: David Cohen, represented by Fritzlen Pierce Architects Planner: Bill Gibson A request for a final review of a variance from Chapter 14-5, Parking Lot and Parking Structure Design Standards For All Uses, pursuant to Chapter 12-17, Variances, to allow for a garage entry opening to be 12 fieet (12') wide instead of the required minimum width of twenty feet (20'), located at Vail Cascade ResidencesNail Cascade Subdivision, and setting forth details in regard thereto. (PEC06-0045) Applicant: Steve Lindstrom, represented by RKD Architects, Inc. Planner: Matt Gennett A request for a final review of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for tine installation of a sanitary sewer line in the Gore Creek Floodplain, located at 3877 Lupine Drive/Lot 6, Block 1, Bighorn 15' Addition, and setting forth details in regard thereto. (PEC06-0046) Applicant: Roland and Jeanne Kjesbo Planner: Matt Gennett A request for a final recommendation to the Vail Town Council, pursuant to Section 12-3- 7, Amendments, Vail Town Code, for proposed amendments to Chapters 12-21, Hazard Regulations, 14-7, Geologic/Environmental Hazards, and 14-10, Design Review Standards and Guidelines, Vail Town Code, to create Wildfire Regulations that add wildfire hazard to the Hazard Regulations and require mitigation in high and extreme wildfire hazard zones, and setting forth details in regard thereto. (PEC06-0029) Applicant: Town of Vail Planner: Rachel Friede A request for a finai review of an Exemption Plat, pursuant to Chapter 13-12, Exemption Plat Review Procedures, Vail Town Code, to allow for a proposed realignment of the common property line between Lots 2 and 3, located at 5087 and 5097 Main Gore Drive, Bighorn Subdivision, and setting forth details in regard thereto. (PEC06-0048) Applicant: Fred and Janet Streich and Sandy Salmons Planner: Matt Gennett A request for a final review of a variance, from Section 12-6D-8, Density Control, and Section 12-15-2, Gross Residential Floor Area Requirements by Zone District, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for the secondary unit of a primary/secondary development to construct more than 40% of the allowable gross residential floor area (GRFA), located at 1989 Circle Drive/Lot 27, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC06-0049) Applicant: James Garland and John Kirschner, represented by Galen Aasland Planne�: Bill Gibson A request for a final review a major exterior alteration, pursuant to Section 12-7J-12, Major Exterior Alterations or Modifications, Vai) Town Code, to allow for the construction of the Timberline Lodge, located at 1783 North Frontage Road/Lots 9-12, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC05-0080) Applicant: Timberline Roost Lodge, LLC, represented by Mauriello Planning Group, LLC Planner: George Ruther A request for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek streambank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson The applications and information about the proposals are available for public inspection during office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend project orientation and the site visits that precede the public hearing in the Town of Vail Community Development Department. Please cal� 970-479-2138 for additional information. Sign language interpretation is available upon request, with 24-hour notification. Please call 970-479-2356, Telephone for the Hearing Impaired, for information. Published July 7, 2006, in the Vail Daily. Attachment: B PLANNING AND ENVIRONMENTAL COMMISSION PUBLIC MEETING RESULTS (EXCERP� ,� July 24, 2006 i)�'�10� V�II,' ` 6. A request for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek streambank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson ACTION: Approved (streambank stabilization portion of the application) MOTION: Jewitt SECOND: Bernhardt VOTE: 5-1-0 (Cleveland opposed) ACTION: Table to August 14, 2006 (inflatable bladders portion of the application) MOTION: Jewitt SECOND: Bernhardt VOTE: 6-0-0 Bill Gibson made a presentation per the staff inemorandum. Gregg Barrie of the TOV Public Works Department gave a presentation demonstrating the subject device(s) both inflated and deflated in a flowing body of water. Doug Cahill asked how often the Whitewater Park is used, outside of the Teva Games, in any given season. Gregg Barrie answered and stated the park was always intended to be a destination place for kayakers and this feature would improve the draw from across the valley. Doug Cahill asked about the length of the features and the purpose of their dimensions, etc. Gregg Barrie answered and explained how the devices work to divert water at different levels though adjustments. There was no public comment. Doug asked about the increase in velocity of water in the floodplain. Tom Kassmel answered with an explanation having to do with not increasing erosion which is associated with an increase in water velocity, and not increasing the 100- year floodplain flow itself. ' Bi�l Pierce had no comments. 1 Anne Gunion had no comments. Chas Bernhardt asked if advertising would be allowed on the inflated bladders. Gregg Barrie answered not at the moment. Dick Cleveland stated he is against the proposal due to aesthetic reasons. He said Vail is already referred to as a plastic town and now we're asked to allow rubber rocks. Bill Jewitt stated he is worried the Official Floodplain Maps are due out in about one year and would not be inclined to approve this until the floodplain maps come out. Also, he said the Teva Games are scheduled during high flow and they are the only ones who would consider this approval an emergency. Dick Cleveland asked staff whether this will go to DRB. Staff confirmed indeed, it will. Chas Bernhardt asked for further clarification on the floodplain (FEMA) maps and Tom Kassmel provided further information on the approval process and FEMA's criteria for floodplain modification, and summarized by saying FEMA has directed the Town to use the new floodplain data and that FEMA will �not have a problem with this proposaL Doug Cahill said he does not have a problem with the stream bank stabilization work, but is concerned about the aesthetics of the proposed devise and modifications. He asked Gregg Barrie if the devices have been used anyplace else and Gregg Barrie answered by saying yes, but only in man made water parks in Maryland and North Carolina. He also said the TOV would not even be considering this option if not for the existing concrete slab upon which said devices will be mounted. Bill Pierce said this type of modification is not out of character with a ski resort, it is a recreational area with things like terrain parks and snowmaking operations. Chas Bernhardt agreed and said he has never heard anyone complain about the existing �concrete slab, which is ugly if you notice it under the stream. Since the Commission was split three for and three against, Bill Jewitt made a motion to table the whitewater park enhancement to the next hearing when all seven members would be present. Bill Jewitt made a separate motion of approval for the stream bank stabilization. 2 Attachment: C PLANNING AND ENVIRONMENTAL COMMISSION PUBLIC MEETING RESULTS (EXCERP� , ,. August 14, 2006 �(}�Wi OF VA�," 3. A request for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek streambank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson ACTION: Denied MOTION: Jewitt SECOND: Kjesbo (Pierce, Gunion, Bernhardt opposed) VOTE: 4-3-0 (Based on the finding that the proposed structure would have a negative effect on the environment). Bill Gibson presented the project according to the memorandum. Rollie Kjesbo asked if "such other factors and criteria as the commission deems applicable" could include the facts that the proposed bladders are not a natural addition to the creek. Bill Gibson commented in the affirmative. Gregg Barrie commented that when the park was originally constructed, there were high hopes regarding its future. He said that numerous analyses had been completed regarding improving the site. He said that any additional permanent structures or boulders could impact the floodplain. The reason the bladders are being proposed is the can be deflated at times of high water flow to not impact the floodplain. He commented that most people who walk by will likely not notice the bladders. Doug Cahill asked how the floodplain would be affected by rocks within the stream. Gregg responded that the flow would be displaced and therefore cause a floodplain issue. He continued by saying that only a couple of inches of height could be permanently placed in the stream without negatively effecting the flow. Bill Jewitt questioned the original decision to construct the whitewater park in it present location. He quested if a different section of the creek would be more appropriate and no have the potential floodplain impacts of the current site. Bill Pierce did not have issue with the un-natural appearance of the bladders since the creek was not currently a pristine environment. However, he did not support the expenditures necessary to implement this proposal. Anne Gunion believed that the proposal complied with the review criteria. Chas Bernhardt commented that this proposal was similar to the terrain park on the ski mountain. The whitewater park should be visible, easily accessed, and improved in order to bring people to town. Dick Cleveland stated that there is no question that this met all the floodplain issues. He did think it was unreasonable to expect this area of the creek to be a whitewater park. The negative impacts of the bladders would not outweigh the convenience of the higher water level. Bill Jewitt agreed with Mr. Cleveland and felt that the proposal did not meet the criteria for modifications to the floodplain. � Attachment: D THIS ITEM MAY EFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the Town Council of the Town of Vail will hold a public hearing in accordance with Section 12-3-3, Vail Town Code, on Tuesday, September 19, 2006, at 6:00 PM in the Town of Vail Municipal Building, in consideration of: ITEM/TOPIC: An appeal, pursuant to Section 12-3-3, Appeals, Vail Town Code, of the Town of Vail Planning and Environmental Commission's denial of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the �a� Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of ��i�t� the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) � Appellant: Vail Town Council Planner: Bill Gibson The applications and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend project orientation and the site visits that precede the public hearing in the Town of Vail Community Development Department. Please call (970) 479-2138 for additional information. Sign language interpretation is available upon request with 24-hour notification. Please call (970) 479-2356, Telephone for the Hearing Impaired, for information. TO: FROM DATE MEMORANDUM Planning and Environmental Commission Community Development Department August 14, 2006 �? w � "3 � ., ; �� '�*� �� SUBJECT: A request for final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow #or the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06- 0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson I. SUMMARY The applicant, Town of Vail, is requesting approval of a floodpiain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereta At its July 24, 2006, public hearing, the Planning and Environmental Commission approved the applicant's request for floodplain modifications to allow for the stabilization of the Gore Creek stream bank. Due to a split vote o�f 3 in favor and 3 against, the Commission chose to table the applicant's request for a floodplain modification to allow for enhancements to the White Water Park. It is Planning and Environmental Commission's role to review the floodplain modification element of this project. It is the Town Council's role to evaluate the use of public land, the use of public funds, and all other public policies related to this project. The review of design and aesthetic is the role of the Design Review Board. Based upon Staff's review of the criteria in Section VI of this memorandum and the evidence and testimony presented, the Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, the requested floodplain modification, subject to the findings noted in Section VII of this memorandum. II. DESCRIPTION OF REQUEST The applicant, Town of Vail, is requesting approval of a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. A vicinity map has been attached for reference (see Attachment A). The existing Vail White Water Park is located east of Willow Bridge Road and to the north of the Gore Creek Promenade. The applicant is requesting approval of enhancements to the creek's hydraulics for recreation (i.e. kayaking) by attaching black, rubber inflatable bladders to the top-side of the under-water concrete bridge abutment slab directly below the Pedestrian Bridge. These inflatable bladders can be inflated to varying degrees to direct the flow of Gore Creek toward the center of the channel and to create a larger wave feature. The bladders will be inflated by an air compressor to be located in a below-grade vault behind (i.e. north) of the existing retaining wall along the north Pedestrian Bridge sidewalk. The bladders will be deflated during normal conditions, but inflated to one of several settings for events such as the Teva Mountain Games. The bladders will typically be manually inflated and deflated; however, an automatic shut-off will be linked to an upstream river stage sensor as a back-up to ensure the bladders are deflated in the event of high water flows. Since the proposed bladders will be deflated, eith�r manually or automatically, in the event of high water flows; the bladders will have no effect on the 100-year flood pfain elevation or on adjacent properties during a flood event. The applicant's request (Attachment B) and the proposed engineering drawings (Attachment C) have been attached for reference. III. BACKGROUND On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Valley Tourism and Convention Bureau and Town of Vail to create the Vail White Water Park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. On July 24, 2006, the Planning and Environmental Commission approved the floodplain modification to allow for stabilization of the Gore Creek streambank by a vote of 5-1 (Cleveland opposed). Also on July 24, 2006, the Planning and Environmental Commission tabled the applicant's request for a floodplain modification to allow for enhancements to the White Water Park, due to a split vote of 3 for (Bernhardt, Gunion, and Pierce) and 3 against (Cahill, Cleveland, and Jewitt). Commissioners Cleveland and Cahill noted concerns about the aesthetics of the proposal, and Commissioner Jewitt noted concerns that FEMA had not yet formally adopted the updated floodplain insurance maps. 2 IV. ROLES OF REVIEWING BODIES Planninq and Environmental Commission: The Planning and Environmental Commission is responsible for final approval, approval with conditions, or denial of a floodplain modification application. The Commission has no review authority over the related design review application, the use of public lands, the use of public funds, or other public policy decisions related to this proposal. V. APPLICABLE PLANNING DOCUMENTS Town of Vail Zonina Requlations (Title 12 Vail Town Code) Section 12-21-10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in part) E. The Administrafor may require any applicant or person desiring to modify the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work wil! not adversely affect adjacent properties, or increase the quantity or velocity of flood waters. Town of Vail Development Standards Handbook (Title 14 Vail Town Code) Chapter 14-6, GRADING STANDARDS (in part) Floodplain Standards: No grading is permitted in the 100-year floodplain without Planning and Environmental Commission approval. If an applicant wishes to grade into the 100-year floodplain, an environmental impact report is required. The environmental impact report shall include impacts to vegetation, riparian areas, appropriate hydraulic engineering calculations to show no increase in water surface profile and velocity, as well as stating that there will be no adverse impacts to adjacent properties. No permanent improvements shall be constructed within 1' of the floodplain line. The floodplain line shall be determined by a registered professional land surveyor by plotting the appropriate elevation of the floodplain on a maximum 1"-20' topographic 2' contour map using the adopted Town of Vail flood profiles (the Federal Emergency Management Agency Flood Insurance Study). The topographic survey shall reveal the method for determining the starting point and the starting elevation for the floodplain delineation. A site specific study performed by a Professional Engineer per FEMA guidelines and approved by the Town of Vail and FEMA may be required. VI. CRITERIA AND FINDINGS Floodplain Modification A. The Planninq and Environmental Commission shall consider the followin criteria when reviewinq an aqplication for a modification to the floodplain. 3 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters. The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplain Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplain Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 3. Such other factors and criteria as the commission deems applicable to the proposed floodplain modification. On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Valley Tourism and Convention Bureau and Town of Vail to create the Vail white water park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. This proposal would allow for the enhancement (i.e. hydraulic modifications created by inflatable bladders) of the existing Vail White Water Park. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. B. The Planninq and Environmental Commission shall make the followinq � findinas before approvinq a floodplam modification� 1. The proposed f/oodp/ain modifrcatron will not increase the quantity or ve/ocity of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. VII. STAFF RECOMMENDATION The Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. This recommendation is based upon the � review of the criteria outlined in Section VI of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose to approve this request; the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmenfal Commission approves the applicants' request for floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract l, Block 5E, Vai! Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto, subject to the following conditions: 1. Prior to construction, the applicant shal/ comply with the requirements of all applicable local, state, and federal permits and approvals. 2. Prior to construction, the applicant shall coordinate afl grading - associated with this proposal with the State of Co/orado Division of Wildlife to ensure the protection of fish and other aquatic species. 3. All improvements/modifications shall comp/y with the study completed by River Restoration.Org dated July 13, 2006. 4. Within 30 days of completion of the improvements/modifications within the 100-year floodp/ain, the applicant shall obtain Town of Vail approval of an as-built survey demonstrating that the modified 100-year floodplain was modified in accordance with this approval. Should the Planning and Environmental Commission choose to approve this request, the Community Development Department recommends the Commission makes the following findings: "The Planning and Environmental Commission finds: 1. The proposed floodp/ain modification wi!! not increase the quantity or velocity of flood waters, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 2. The proposed f/oodplain modification will not adversely affect adjacent properties, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 3. The proposed floodplain modification will not have an adverse affect on the environment, based upon the technical analysis prepared by River Restoration.Org, LLC dated Ju/y 13, 2006 and analysis by the Town of Vail Floodplain Coordinator." VIII. � ATTACHMENTS A. Vicinity Map B. Applicant's Request 1 Exhibit 1: Site Plan 2 Exhibit 2: Hydraulic Study 3 Exhibit 3: Photos of existing site 4 Exhibit 4: Photos of deflated and inflated systems 5 Exhibit 5: Environmental Impact Report 6 Exhibit 6: Letter from Fioodplain Administrator C. Engineering Drawings D. Public Notice , . 6 . „ � Attachment: B MEMORANDUM TO: Planning and Environmental Commission FROM: Department of Public Works DATE: July 24, 2006 SUBJECT: Gore Creek Promenade Whitewater Park Enhancements Backqround • The Vail Whitewater Park was originally constructed in the fall of 2000, with the expectations that there would be "tweaks" required to the whitewater features to achieve their full recreational potential. The park consists of three natural boulder whitewater features. The feature located between the International Bridge and the pedestrian bridge is used during the Teva Mountain Games as a"main event" rodeo hole due to its prominent location in Vail Village, enjoying national television coverage. In addition, boaters often stop and play in this lower feature as they kayak down Gore Creek. However, the park has not been a"destination" park as originally anticipated. • Each year since 2000, with the exception of 2005, alterations to the park have been budgeted. However, the pending revision of the FEMA Flood Insurance Rate Maps (`Floodplain Maps') has prevented any work due to changes to the Base Flood Elevation (100-year Floodplain or `Floodplain Elevation') in this area. Now that the `Floodplain Maps' are nearing completion, the Town has hired a consultant to assist with the design of potential alterations to the park. The consultant performed hydraulic modeling work on this stretch of Gore Creek, and a synopsis of their findings is shown below. Note that final adoption of the new `Floodplain Maps' is likely 12+ months away. Enqineerinq Recommendations • The new `Floodplain Maps' show that the revised Floodplain Elevation is actually higher than the finished floor elevation of the ground floor of Village Center Building A. This is not a result of the construction of the original park, since the new `Floodplain Maps' are based on pre-water park topography. Fortunately for Building A, there is a small berm that separates the creek from the building, therefore FEMA considers that Building A is not in the floodplain, however, less than 7" separates the top of the berm and the `Floodplain Elevation'. • Without getting into significant detail, the consultant does not recommend major physical changes to the river, such as reconstructing the existing features, without mitigation to protect Building A from potential flooding. Mitigation techniques could include a three foot tall flood wall or significantly increasing the berm size, neither of which are likely to be endorsed by Village Center. Adiustable Feature • The idea of a removable or adjustable feature was first discussed several years ago by Staff as a way to enhance the recreational experience of Vail's Whitewater feature while reducing or eliminating the flood hazard that a traditional feature may create. • The concept is that the feature becomes non-existent during extremely high flows or in the possibility of flooding. • The proposed feature would consist of eight (8) inflatable rubber bladders attached to the existing concrete slab located beneath the pedestrian bridge. The bladders are in#lated as needed to focus the flow of Gore Creek towards the center of the river and enhance the wave created by the existing boulder whitewater feature. . When deflated, the bladders are less than 3" tall, and staggered across the existing concrete slab. Hydraulic models indicate that these cause no impacts to the floodplain elevation. ' Proiect Rationale This proposal is the only option for significant enhancement to the recreational experience of the park because of concerns about raising the 100-Year Floodplain. However, there are multiple benefits to the "adjustable feature". A. 100-Year Floodplain • Installing permanent boulder features that improve the whitewater recreation experience of the park will raise the 100-Year Floodplain elevation. • That increase could impact adjacent property. • Installation of inflatable bladders allows the feature to "disappear" during high flows, thus eliminating the increase in floodplain elevation. B. Project Benefits • Adjustable nature of bladders allows variation of wave shape and size • System can be controlled to optimize the feature for variable river flows • Can adjust the wave for scheduled "expert" or "amateur" competitions • Low maintenance costs once installed vs. natural boulder features • System is programmed to deflate in the event of unexpected high flows . With the construction of the Avon Whitewater Park and other parks across the country, this feature may ensure the continuation of the Teva Games in Vail • High visibility for locals and guests • May return Vail's park to "destination" status • Possibility to hold kayaking teaching clinics • Could add a"web cam" of the park to the Town of Vail website showing the park and providing links to current flow volumes C. Project Disadvantages • As with natural boulder features, there is no guarantee of "the perfect whitewater feature". • Expense: substantial cost with no guarantee. However, this also applies to natural boulder features. Kev Concerns A. Success • Basic hydraulic engineering supports the concept of focusing the flow. In addition, the general idea has been successfully tested in this location during the Teva Games in 2003. • The engineering concept behind this feature is to increase the velocity of flow across the existing concrete slab, up to 25 percent for recreational flows. • The new technology behind today's freestyle kayaks is termed a"planing hull". Planing hulls have a flat bottom, and when the boat is given some speed, the hull skims to the surface, allowing the boat to spin and the paddler to perform tricks. • Therefore, by increasing the velocity in this feature, the recreational experience for Vail's park is enhanced. • In addition, because of the adjustability of the proposal, the whitewater feature can advance with the sport. B. Safety � Six of the eight bladders are simply rubber structures that pose no safety concern. • The two center bladders on the downstream edge will have narrow steel plates to enhance the adjustability of the wave. However, these plates will have rounded corners and a rubber bumper attached to the edge. In addition, they will be in the deepest part of the channel so potential contact is minimal. There are no edges to get hooked on and no corners to impact. • These features would not be considered any different from the general hazards inherent to whitewater activities or other use of the river. C. Aesthetics • The bladders would be attached to the existing concrete slab and, for the most part, located beneath the pedestrian bridge. They will be black in color and would likely be covered in algae as is the concrete slab. � When deflated, they will be visually insignificant. They would create ripples during the low flows of the late fall and winter months. • When inflated, the bladders would be submerged during high water. During lower flows in July and August, when the park is in operation, the outer bladders would be visible above the water line. • The bladders will always be deflated at night. D. Operations • The current proposal includes the installation of a"PLC" which is a computerized control system. It operates the system at programmed times. In addition, it can be programmed to adjust to varying water levels and for desired wave shapes and sizes. • Programming the system would be a"trial and error" process and would take a season or two to fine-tune. • The proposal includes an upstream sensor that would deflate the system automatically in the event of potentially damaging floodwaters. • Staff is recommending the formation of a whitewater park "operating committee" comprised of local boaters, fishermen, business owners, etc. as well as a Town staff member to establish the operating guidelines and to program the system. This was successful when the park was first constructed and many of the same members have expressed interest again. Purpose of the Work The purpose of the work is to enhance the recreational experience of Vail's existing whitewater park. Proposed Work The town proposes to attach 8 rubber bladders to an existing concrete slab using stainless steel anchor bolts. The bladders will be operated using stainless steel air supply lines connected to a computerized control system located above the stream bank. All work will be completed per US Army C�rps of Engineers specifications, which will include comments from the Colorado Division of Wildlife. Best Management Practices will be utilized to minimize sedimentation and turbid water conditions during construction. A copy of the sediment control plan is attached. Extent of Impacts The quantity of fill below the level of the 100 year floodplain elevation will be 1.67 cubic yards when the bladders are deflated. This is spread over an area of 768 square feet (the existing concrete slab). As noted above, the hydraulic model indicates that there is no impact to the 100-Year Flood elevation. The system will not be operated during potentially damaging flows and as noted an automatic override will deflate the system if unanticipated high flows are encountered. Wetland Issues No wetlands will be impacted or disturbed as part of this proposal. Excavated Materials The only excavated materials will be concrete drilling spoils from the anchor bolt holes and sawcuts for the air supply lines. Because the work will occur on a dry concrete slab, all spoils can be vacuumed up and properly disposed of. Attached Exhibits Exhibit 1: Site Plan Exhibit 2: Hydraulic study Exhibit 3: Photos of the existing site Exhibit 4: Photo examples of deflated and inflated systems Exhibit 5: Environmental Impact Assessment Exhibit 6: Letter from Floodplain Administrator � ' or- Replace all irrigatio"n _..._ 2-3'x6'x _.._.... _ . . .._ components) (Subgrad 4LL ' _ _� box elev __ . p ;`°"'"q ,�; r Wa sh ed _ , .._ , _ t �� „� ( �,, ,�,� _. .. STABILIZE 19 CY °° ,�`. �-- }" -z:. OF BANK 2: 1 H: V MAX EX ELEC. UTILITIES " �� .w, ` .L (Protect In Place s,s �s � ING WALL-.....:—�- """ ' ° all Utilities) . P❑ 1 s�s� ,� � . , .. ...._...... -..FG. .. 5�.i9.+_ � i�. ?� _ , -� � , .� , � EX PLANTER �E., � � y r5�'cH.� ?ATION F;sa �� --- 'i�' ' �s�: � t :. Detail) F%�"� ,c s ' /�'- - + ' � r ` � 'i j��',-c`` ' � �' ~'—�,s.'-,=�.f � % `� ,,. _ , �' ., �—�� ` F' eEm�� 815Z 33 —'"__Li" . a��: � j' , � � ``` ": , -�a, i _ AND RIP_/ In Place) v11TS OF� ,VATION FILL LIMITS ;� 1 '� i1 :`, `, / ` '� Z .�\ � `\ `, \ � ,�:� // \ � :� � � , � `\ 1 i � B �� ... ,a P A Y_- '� �� , �` �: N\ i,` _'✓"fe a `.. �.� SIJ�J� _ Fs '. i `' TOE BO�IC�ERS� _'`'�. �; } : (Protec# In Place) , ' , ; ',, � ,�. 0+�7 5 -;, � . 0 _� 0 `, _---- , o, p__---- +5 1 ..�---- -- -'--- --j�^ RE-WORK 9 CY OF EXISTING ROCK� : _.. ; �" � . _ 1: � .._._ . _.'' ' 3 UTILITY BOXES •�\,' �� SCaIe � F�=,� �� e below bottom of � � �` . �' ` with 6in. of �in �� /� ,` Gravel) �� : � - O , �,. \ i �� ' ,� i' � � ; � ' /xPE 4 . RROPOSED.. _ "\�, �� r �i � NEW WA�L �" � � � � � EX. BRIDGE' ABUTMENTS ��` � : ':� ' � ;.(Protect in Place) � � C , .. .-_ __ � , . �. :, _ _ , ,. , � , �.. ,_ .., ..• . � 8-"1 ' AIR-SUPPLY HOSES � �=�-� (To be placed below elev. of rock `�\ ., �i � facia angle iron support) '� �� ' s, / \\ o ,� �� , l 1 ADJUSTABLE BLALlfJ�R �� , ,, FEATURES S,Se� Detail) � ', r� ��, '/l'� \ : . � ,.- � ';��0 � � �.��'/ � � ,, ' � , _� � \ EX. CONCRE.TE SLAB •' � � � \ � �;�, `:1 ; ' \ V' t i �. z ` Z x � , E��'".BOULDERS \ :' ` ,. _ �,%°. . _ . �� C,ROCK FACIA-ALL'SIDES OF BOTH. ABU MENTS (Protect -fn Place) t � %,�-j, . �: 1 Q \+ � / � 0 L� ca � � � L � �� Q U 1 � �-' � s U � � � _ � U1 � O O > � U � i _� �� i �� 738 Cic-ci,�e 61en`oy �p• ng5, CO 81 601 2006 Va�l Wh�tewater Park Mod ficahons and Update5 ` G3 Julv I �; 2t)Ufi �('�� I V E R ,�J� � • � • S � ' _ "1�� . . . . . � �'� � Ro�: U3P_= t'lemr�iu.l �nim,•., Culorudu �1�(i"'_. 19?U] 9=:-U,l�� July 13, 2006 Mr. Tom Kassmel Town of Vail 75 S. Frontage Road, Vail, CO 81657 (970) 479-2235 RE: Vail Whitewater Park Enhancements, Floodplain Compliance Dear Tom, Proposed recreation enhancements at the Vail Whitewater Park include in-channel modifications to hydraulics for enhanced recreational whitewater experiences. This letter is to discuss how the proposed modiiications comply with Town of Vail and Federal floodplain development guideiines. TOV: 12-21-10: DEVELOPMENT RESTRICTED: (E) The Administrator may require any applicant or person desiring to mod� the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantiry or velocity of flood waters. (Ord. 16(1983) � 1: Ord. 12(1978) � 4) Existing Conditions The feasibility of enhancing recreation without increasing the Base Flood Elevations (BFEs) is shown herein through 1-dimensional step backwater modeling. This analysis is based on a HEC-RAS floodplain model supplied by the Town of Vail. The established floodplain geometry is "Imported Geom Olmbjzevised" and the associated "100 Year Discharge" is the steady flow data. However, the floodplain geometry is not detailed enough to represent the potential impacts to the Base Flood Elevations. � A very low berm, separating a building on the right (north) over bank and Gore Creek, was identified by Peak Land Consultants with field survey in 2001. It is estimated that the berm has insufficient flood freeboard. This berm was not resolved in the FEMA flood studies; however, the berm freeboard does not comply with the levee requirements of FEMA under Paragraph 65.10 NIFP Regulations (3 feet of freeboard minimum). The right (north) berm is at elevation 8156.71 feet and the building floor elevation is 8155.1 feet. 1 of 4 �-. Julv I �, ?UUf; ��; IVE� � . /` �►- .. . .. :- {-�� P(� H�i� U.'I';.Gi�nn-r. I S�irin;� i�i,lorad<:i �160"'. (9?ni ;d?-u�r;R The previous FEMA FIS dated November 2, 1982 shows a cross section named AC at approximately 225 feet upstream of the Pedestrian Bridge that is coincident with the low berm and represents a wide section of Gore Creek between two entrenched and narrow sections. This cross section (AC) is missing from the 2005,FEMA floodplain model. In a desire to better represent the channel hydraulics near the low berm, a cross section (RS 157.666) was added to the 2005 model, 225 feet upstream of the Pedestrian Bridge, with interpolated floodplain and channel detail based on the Peak 2001 survey. In addition, RS 157.0 shows a critical flow state in the 2005 floodplain model, creating a backwater at the downstream face of the Pedestrian Bridge (RS 157.1) and representing a submerged concrete slab. The RS 157.0 section is approximately across the pool downstream of the main whitewater feature. However, a river wide hydraulic jump is visually evident at all flows between these cross sections, which indicates that RS 157.1 should be in a critical flow state and RS 157.0 should be in a sub critical flow state. RS 157.0 was adjusted with channel detail surveyed by Peak 2001. Therefore, an existing conditions geometry "Imported Geom Olmbjrevised existing" was developed by the insertion of a cross section at RS 157.666 and the adjustment of cross section RS 157.0 based on Peak (2001) surveyed detail. This resulted in modeling a critical flow state at RS 157.1 and a sub-critical flow state at RS 157.0, consistent with visual observations of the existing hydraulic jump. This "Imported Geom Olmbjrevised existing" geometry represents the best available data far modeling Gore Creek flood flows through the project area. Proposed Conditions The Selected Alternative for modifications to the Vail Whitewater Park includes installing inflatable bladders on an existing concrete slab and stabilizing the right bank downstream of the concrete slab. Also included is a peg-board system that would allow for the periodic installation of features to enhance the park. It is anticipated that the peg- board would allow for the continual future development of features as future whitewater users demand. Because of the existing Floodplain conditions, any adjustable features shall require continual supervision while operating and, are not to be left in place overnight. Furthermore, a redundant, river stage, automatic shutoff is recommended for the inflatable bladders. The automatic shutoff shall be set 225 feet upstream of the Pedestrian Bridge (representing the low point of the berm) to automatically deflate all bladder structures when the river stage reaches 8155.10 feet. The park shall be supervised and operated not to increase river stages greater than 8155.10 feet at 225 feet upstream of the pedestrian bridge. This allows for a minimum of 1.6 feet of freeboard during supervised operation, is below the building floor elevation, and is below water surface elevations measured during previous high flow events. A field survey of the high 2 of 4 , � Ju1v i �, 2U06 �; IVER ,.�,�' �►, . , . , , . - ��'� PO P,u�: �) �u;,(llcm��u�:l J7uin (' `.!nrmlo � I GG�. Iv ni ��=1; ��8� . water May 22, 2005 (approximately 1,500 cfs) measured the elevation of the water to be 8155.11 feet near this location. A proposed geometry "Imported Geom Olmbjrevised Proposed" was created by widening the both the upstream and downstream internal bridge cross sections (RS 157.2) to 46.4 feet and raising the channel bottom to elevation 8149.12 feet. In addition, the right bank of RS 157.0 was modified to show the proposed conditions of the bank stabilization. The proposed geometry (proposed modifications to RS 157.2 and RS 157.0 only) was then run with the "100 Year Floodplain" steady flow data (2,100 cfs). Results show that the deflated bladders would maintain the existing conditions BFEs without any increase in water surface elevation for the 100-year flood event, if installed below the average elevation of 8149.12 feet. Table 1. presents proposed conditions with the proposed size and elevations of the deflated bladder structures afiixed on top of the existing slab, the peg-board holes, and the right bank stabilization. Table 1 Station Description BFE �'� BFE �Z� WSEL �3� (ft) (ft) (ft) 158.1�4 Downstream face of Bridge St. Bridge 8158.94 8158.71 8158.71 158.0 527.0 feet U/S of Pedestrian Bridge 8158.52 8157.84 8157.84 158.666 � 25A feet U/S of Pedestrian Bridge N/A 8156.62 8156.62 157.5 74.4 feet U/S of Pedestrian Bridge 8154.83 8154.61 8154.61 157.3 Upstream face of Pedestrian Bridge 8154.39 8154.03 8154.03 157.2 Pedestrian Bridge N/A N/A N/A 157.1 Downstream face of Pedestrian Bridge 8154.12 8153.12 8153.12 157.0 17.8 feet D/S of Pedestrian Bridge 8153.00 8153.24 8153.11 156.9 U/S face of lnternational Bridge 8152.54 8152.54 8152.54 156.8 International Bridge N/A N/q N/A Notes: 1. Base Fiood Elevation established in 2005 Floodplain Model 2. Base Flood Elevation from Floodplain Model modified with surveyed existing conditions detail 3. Water Surface Elevations with proposed modifications 4. Cross-section from current HEGRAS Model 5. Cross-section added ar adjusted into existing conditions HEC-RAS Model with additional detail surveyed by Peak Land Consultants, 2001 The proposed project would not increase Base Flood Elevations on Gore Creek and would not have any impact on100-year flooding nor floodplain. The project would not result in any change of quantities of water during the 100 year discharge. Velocity changes at RS 157A (+0.53 ft/s =+6%) may be considered insignificant, and no erosion, nor aggradation or degradation is anticipated as a result of the project. Nor would the project adversely affect adjacent property owners if constructed and operated as 3 of 4 ��,1� i ;. �uc1c� " �; �Ir�wVER �/ �.� ��:/�. r �!Y � . e . . '�I�� pt� U-, I';.Cr�m�:uu�f ��umes. Culoindo �IGU' ��r?r�l �%d ��;hti S recommended herein. It should be noted that adjacent property owners may be at risk of flooding under existing conditions and the project would not change this risk. Please contact me with any questions or comments. Respectfully, RIVERRESTORATION.ORG, LLC. Jason Carey, P.E. Principal 4 of 4 I :....---�_.>y � _ �,�..� . ��.,,,,�., t �� }� � .�6 ��'v .. .j:Y4=.:�. . � ..� =, . � � �'�"' � ,..�. �: ,��;. _ �- � . �: � Existing Park in Fall during low flows. Mid summer flows across concrete slab Existing wave during mid summer ....—.a— , : �„ . _�� .. _ '� Y �� .� , � . .._ R - �_ ; r� �� - � ��, � _ �` - w�:: W � °'" =" . _ . _. . �-- - ¢. ;�.; �c.: t;«' � ka �'� _� „ � -». . , . R- ` .. . . . . .... . ��.�- . . _:: , .�. . ��" . ' ::: .>: ... � . � � Example of Deflated Bladders -,� �: f�- �` �`� �� _� �� 1_-= �.: : , � ;�.::; . =° Example of Inflated Biadders � �. � �_�. �#y. � ' �� ,:�::;�-�.�- . ,. wa, .�-�an.,_,�,... , _ -�;.. � � �{ . � �;�� , r � � .:� �a�ts_'s�° r�'�,r""�,�,�#�'^ � �, x ��a � � � „ ♦q. #". FV. �K � 's c'4 % ;'i? � v '. . ' � ..,, .. . , : > �,�('�`'''.,'s� Y ;f �: ..�s'#�`- �.�y t -Yy,�' r SJr \.t �� "TM'4 5s t 2't" � :� � ny ::#. i _ } � Y � lk-. ' ,.y�.,� r "-r.. i . = kt �' .��q 'k�..,*h r�`;�.. r�� Y� ..�� N ,`"'�� x �_ yy, .� F :� �� `' �" � Y f � iII':�� k��. �� i + fm>�i '�} '� 3` . $'� � � �� - + .. .. .. �? x a'a �t��'"�"& .. .. ,F..c. � IV. ENVIRONMENTAL IMPACT ANALYSIS In accordance with Chapter 12-21-10, Town of Vail Code, staff and the project consultant have completed an environmental impact analysis. The following criteria have been evaluated for impacts from this proposal: 1. Hydrologic conditions, such as surface drainage and watershed characteristics, ground water and soil permeability characteristics, natural water features and characteristics, and any potential changes or impacts. . A complete floodplain impact analysis has been prepared by River Restoration.org. The floodplain study (attached) concludes floodplain elevations along Gore Creek will not be adversely impacted by the proposal. 2. Atmospheric conditions, such as airshed characteristics, potential emissions, and any potential changes or impacts. This proposal will not impact any atmospheric conditions in the area of Vail Village. 3. Geologic conditions, such as land forms, slope, soil characteristics, potential hazards, and any potential changes or impacts. This proposal is not located in any of the Town's identified geologically hazardous areas. No changes to existing landforms (other than limited grading and the placement of boulders within the stream tract) are proposed. 4. Biotic conditions, such as vegetative characteristics, wildlife habitats, and any potential changes or impacts. The existing aquatic environment of Gore Creek in Vail is currently impacted by non-point source pollution. Limiting factors include increased sediment discharge from the highways and adjacent development. Low flow periods in late summer and the resulting warmer water temperatures also have an impact. It is not expected that the project would have any major functional impact on of these limiting factors. This project is expected to have some effect on decreasing the increased sediment loading from the degrading North Bank. The reach is managed by DOW for cold water fisheries; the substrate is gravel, cobble boulder bed. Increased sediment loading on Gore Creek, largely associated with development, is the most critical reach habitat issue as identified by the DOW in a February 13, 2006 site visit. The reach of Gore Creek between the confluence with Red Sandstone Creek and the confluence with the Eagle River has been identified by the DOW as a Gold Medal Fishery. The project site is approximately 1.1 miles upstream of the reach which has been designated a Gold Medal Fishery. The long term effects of this project on the Gold Medal Fishery downstream would be decreased sediment loading by stabilization of the north (right) bank. The project may have temporary construction impacts with track equipment driving on and excavating the bed material in the wet channel. Construction activity may have isolated increases in turbidity. Best management practices such as turbidity curtains, silt fences, construction sequencing and care of water would be utilized to minimize potential turbid conditions and locations. 5. Other environmental conditions, such as noise levels and odor characteristics, and any potential changes or impacts. Staff believes potential impacts to the existing noise level of the creek are minimal when compared to the noise generated by nearby uses/activities. These include loading and delivery at adjacent retail properties, snowmaking operations on Vail Mountain and special events along Gore Creek Promenade, Bridge Street and Gore Creek Drive. Staff does not anticipate any "nuisance" impacts from this proposal. 6. Visual conditions, such as views and scenic values, and any potential changes, impacts, or marked contrasts. Town staff will be working very closely with the contractor to ensure aesthetics of the projects are the highest priority. Most materials used in this project will be natural and consistent with materials occurring naturally within the Gore Creek stream tract. The exception to this will be a small utility box, 36"x36"x144" to hold the compressor and controls. The utility box will be sub-grade behind the existing rock wall on the North side of Gore Creek between the International bridge and pedestrian bridge (See Drawing). In- channel there wilf be adjustable structures attached to the existing concrete slab. These structures will fully deflate to no more than 3.5 inches in height. These structures will also be placed predominately under the pedestrian bridge. The structures are designed and placed to minimize visual impacts. 7. Land use conditions, such as characteristics uses, compatibility with officially approved land use and open space policies and objectives, and potential changes or impacts. Because this project involves only minor improvement to the existing whitewater park, existing uses will be relatively unaffected. This portion of the Gore Creek stream tract has long been established as an area for recreational uses. This stretch of creek was previously dammed and used as an ice skating area and the grassy knoll portion of Gore Creek Promenade is currently used for concerts, parties and special events. Staff believes the intensity of the proposed use is compatible with both the historic use of the site and the intensity of adjacent uses. Adjacent uses include high-density residential (up to 25 units/acre), lodging and commercial. 8. Circulation and transportation conditions, such as volumes and traffic flow patterns, transit service needs, alternative transit systems, and potential changes or impacts. Staff does not believe this proposal will impact vehicular traffic flow or transit service needs in the area as the intended use of this area will not change from the existing use. 9. Population characteristics, such as residential densities, neighborhood patterns, potential displacement of residents or businesses, and potential changes or impacts. This proposal will not impact or displace any of the existing densities, residents or businesses within Vail Village. TOWN OF VA� !�' Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970-479-2158 Fax: 970-479-2166 www. vailgov. com MEMO To: CC: From: Re: Date: Bill Gibson Gregg Barrie Tom Kassmel, Town Engineer/Floodplain Coordinator Whitewater Park Enhancement Project 7/17/06 The proposed improvements to the Town of Vail's Whitewater Park have been reviewed for compliance to the Town Code with regards to the 100 Year Floodplain. After reviewing the hydraulic analysis completed by River Restoration.Org dated July 13t1', 2006, it is evident that this project will not cause any negative flood impact to adjacent properties, there will be no increase to the 100 yr flood water surface elevations or quantity of floodwaters, and there will be no significant increase in velocity. It is my opinion that this project may move forward as designed. If you have any questions please contact me. 0 ; U C a� E t � � Q GO�E CREEK AT VAI L I�ECf�EATION ENhANCEMENTS Vail, Eagle County, Colorado June, 2006 CONTACTS 1. Mr. Gregg Barrie, Town P�onner Town af Voi� (970)-390-3286 2. Mr. Jason Carey. Engineering Consultant, Project Engineer RiverRestorotian.org, LLC. (s�o)—aas—ssa� J. Mr. Jim Roberts, Director of Mountain Operotions Vail Resorts � (970)-845-5135 . Mr Fred Hassley, Engineer (970)-476-7980 Mr. Tadd Fessenden, Woter Ouality (970)-401-2745� Eagle Rlver Wuler ond Sanitation Distritt VICINITI' MAP LEGEND � Fill Limits Impermeable � Turbidity Curtain �� Froposed � � Existing 8oulders I ` I Spot E1ev. �Projed �1 Proposed Grade Limits I —I �Limits o� ..� Base Line Ezcavation � DfZAWING INDEX A N TIRE Generol -. �� COVER, LEGEND, DRANINC INDEx Civil �� PROJECT IIMITS OVERVIEW C2 PLAN AND THALWEG PROFILE C3 CLOSE �P SITE VIEW �4 SECTON VIENS CS CIVIL DEiAILS/BMP's X � -� � o� �� L � o � � � �� o� -� � � -� U � � � > � U � � � � l I ...�.w�n..�.. � m�) ��.i.�.� �3e ae�em�e Gie�wooG Spr�n�„ �0.9 i 60� wg 2006 Vad Wn�tewate. 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CO 81601 2006 Va�l Wh�tewater Pa�k Mod�ficabons ane Upda[es G5 � t" �� , � � Attachment: D THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town Code, on July 24, 2006, at 1:00 pm in the Town of Vail Municipal Building, in consideration of: A request for a final review of a major exterior alteration, pursuant to Section 12-7H-7, Major Exterior Alterations or Modifications, Vail Town Code, to allow for additions to, and the renovation of, the Lion Square Lodge East; a request for a final review of a variance from Section 12-7H-10, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, Vail Town Code, to allow for encroachments in the setbacks; and a request for a final review of a recommendation to the Vail Town Council for an amendment to Chapter 5, Detaifed Plan Recommendations, Lionshead Redevelopment Master Plan, to create build-to-lines to allow for encroachments in the setbacks; located at 660 West Lionshead Place/Lot 1, Vail Lionshead Filing 1, Addition 1, and setting forth details in regard thereto. (PEC06-00�1) Applicant: Lion Square Lodge East, represented by Bill Anderson Planner: Bill Gibson A request for a final review of a variance, from Section 12-66-6, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for a garage addition within the front setback, located at 265 Beaver Dam Road/Lot 40, Block 7, Vail Village Filing 1, and setting forth details in regard thereto. (PEC06-0040) Applicant: David Cohen, represented by Fritzlen Pierce Architects Planner: Bill Gibson A request for a final review of a variance from Chapter 14-5, Parking Lot and Parking Structure Design Standards For All Uses, pursuant to Chapter 12-17, Variances, to allow for a garage entry opening to be 12 feet (12') wide instead of the required minimum width of twenty feet (20'), located at Vail Cascade Residences/Vail Cascade Subdivision, and setting forth details in regard thereto. (PEC06-0045) Applicant: Steve Lindstrom, represented by RKD Architects, Inc. Planner: Matt Gennett A request for a final review of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for tine installation of a sanitary sewer line in the Gore Creek Floodplain, located at 3877 Lupine Drive/Lot 6, Block 1, Bighorn 15t Addition, and setting forth details in regard thereto. (PEC06-0046) Applicant: Roland and Jeanne Kjesbo Planner: Matt Gennett A request for a final recommendation to the Vail Town Council, pursuant to Section 12-3- 7, Amendments, Vail Town Code, for proposed amendments to Chapters 12-21, Hazard Regulations, 14-7, Geologic/Environmental Hazards, and 14-10, Design Review Standards and Guidelines, Vail Town Code, to create Wildfire Regulations that add wildfire hazard to the Hazard Regulations and require mitigation in high and extreme wildfire hazard zones, and setting forth details in regard thereto. (PEC06-0029) Applicant: Town of Vail Planner: Rachel Friede A request for a final review of an Exemption Plat, pursuant to Chapter 13-12, Exemption Plat Review Procedures, Vail Town Code, to allow for a proposed realignment of the common property line between Lots 2 and 3, located at 5087 and 5097 Main Gore Drive, Bighorn Subdivision, and setting forth details in regard thereto. (PEC06-0048) Applicant: Fred and Janet Streich and Sandy Satmons Planner: Matt Gennett A request for a final review of a variance, from Section 12-6D-8, Density Control, and Section 12-15-2, Gross Residential Floor Area Requirements by Zone District, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for the secondary unit of a primary/secondary development to construct more than 40% of the allowable gross residential floor area (GRFA), located at 1989 Circle Drive/Lot 27, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC06-0049) Applicant: James Garland and John Kirschner, represented by Galen Aasland Planner Bill Gibson A request for a final review a major exterior alteration, pursuant to Section 12-7J-12, Major Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of the Timberfine Lodge, located at 1783 North Frontage Road/Lots 9-12, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC05-0080) Applicant: Timberline Roost Lodge, LLC, represented by Mauriello Planning Group, LLC Planner: George Ruther A request � for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek streambank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson The applications and information about the proposals are available for public inspection during office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend project orientation and the site visits that precede the public hearing in the Town of Vail Community Developrtient Department. Please call 970-479-2138 for additional information. Sign language interpretation is available upon request, with 24-hour notification. Please call 970-479-2356, Telephone for the Hearing Impaired, for information. Published July 7, 2006, in the Vail Daily. MEMORANDUM TO: Planning and Environmentai Commission FROM: Community Development Department DATE: July 24, 2006 SUBJECT: A request for final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson I. SUMMARY The applicant, Towr�f Vail, is requesting approval of a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. Based upon Staff's review of the criteria in Section VI of this memorandum and the evidence and testimony presented, the Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, the requested floodplain modification, subject to the findings noted in Section VII of this memorandum. II. DESCRIPTION OF REQUEST The applicant, Town of Vail, is requesting approval of a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. A vicinity map has been attached for reference (see Attachment A). The existing Vail White Water Park is located east of Willow Bridge Road and to the north of the Gore Creek Promenade. The applicant is requesting approval of a two part application. First, the applicant is proposing to stabilize the eroded north bank of Gore Creek between the International Bridge and the Pedestrian Bridge by re-grading and re-constructing boulder retaining walfs. Second, the applicant is proposing to enhance the creek's hydraulics for recreation (i.e. kayaking) by attaching black, rubber inflatable bladders to the top-side of the under-water concrete bridge abutment slab directly below the Pedestrian Bridge. These inflatable 1 bladders can be inflated to varying degrees to direct the flow of Gore Creek toward the center of the channel and to create a larger wave feature. The bladders wili be inflated by an air compressor to be located in a below-grade vautt behind (i.e. north) of the existing retaining wall along the north Pedestrian Bridge sidewalk. The bladders will be deflated during normal conditions, but inflated to one of several settings for events such as the Teva Mountain Games. The bladders will typically be manually inflated and deflated; however, an automatic shut-off will be linked to an upstream river stage sensor as a back-up to ensure the bladders are deflated in the event of high water flows. Since the proposed bladders will be deflated, either manually or automatically, in the event of high water flows; the bladders will have no effect on the 100-year flood plain elevation or on adjacent properties during a flood event. The applicant's request (Attachment B) and the proposed engineering drawings (Attachment C) have been attached for reference. III. BACKGROUND On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Valley Tourism and Convention Bureau and Town of Vail to create the Vail White Water Park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. IV. ROLES OF REVIEWING BODIES Planninq and Environmental Commission• The Planning and Environmental Commission is responsible for final approval/approval with conditions/denial of a floodplain modification and final plat amendment application. Desian Review Board: The Design Review Board has no review authority of a floodplain modification or final plat amendment, but may review any accompanying Design Review application. Town CounciL Actions of Design Review Board or Planning and Environmental Commission may be appealed to the Town Council or by the Town Council. Town Council evaluates whether or not the Design Review Board or Planning and Environmental Commission erred with approvals or denials and can uphold, uphold with modifications, or overturn the board's decision. Staff: The staff is responsible for ensuring that all submittal requirements are provided and plans conform to the technical requirementS of the Zoning Regulations. The staff also advises the applicant as to compliance with the design guidelines. Staff provides a memo containing background on the property and provides a staff evaluation of the project with respect to the required criteria and findings, and a recommendation on approval, approval with conditions, or denial. Staff also facilitates the review process. 2 V. APPLICABLE PLANNING DOCUMENTS Town of Vaii Zoninq Reaulations (Title 12, Vail Town Code) Section 12-21-10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in part) E. The Administrator may require any applicant or person desiring to modify the flood plain byfill, construction, channelization, grading, orothersimilarchanges, tosubmitforreviewan environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantity or velocity of flood waters. Town of Vail Development Standards Handbook (Title 14, Vail Town Code) Chapter 14-6, GRADING STANDARDS (in part) Floodplain Standards: No grading is permitted in the 100-year floodplain without Planning and Environmental Commission approval. If an applicant wishes to grade into the i00-year floodplain, an environmental impact report is required. The environmenfal impact report shall include impacts to vegetation, riparian areas, appropriate hydraulic engineering calculations to show no increase in water surface profi/e and velocrty, as well as stating that there will be no adverse impacts to adjacent properties. No permanent improvements shall be constructed within i' of the floodplain line. The floodplain line shall be determined by a regrstered professional land surveyor by plotting the appropriate elevation of the f/oodplain on a maximum 1"20' topographic 2' contour map using the adopted Town of Vail flood profiles (the Federal Emergency ManagementAgency Flood Insurance Study). The topographic survey shall reveal the method for determining the starting point and the starting elevation for the floodplain delineation. A site specific study performed by a Professional Engineer per FEMA guidelines and approved by the Town of Vail and FEMA may be required. VI. CRITERIA AND FINDINGS Floodplain Modification A. The Planninq and Environmental Commission shall consider the followinq criteria when reviewinq an application for a modification to the floodplain: The proposed floodplain modification will not increase the quantity or velocity of flood waters. �The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplain Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 3 2. The proposed floodpiain modification will not adversely affect adjacent properties. The technical analysis prepared by River Restoration.Org, LLC (Attachment B, Exhibit 2) and the Town of Vail Floodplairi Coordinator's analysis (Attachment B, Exhibit 6) find that there will be no adverse impacts to adjacent properties or measurable increase in the quantity or velocity of flood waters. 3. Such other factors and criteria as the commission deems applicable to the proposed variance. On May 8, 2000, the Planning and Environmental Commission granted approval of a floodplain modification request by the Vail Valley Tourism and Convention Bureau and Town of Vail to create the Vail white water park located within Gore Creek adjacent to the International Bridge and the Gore Creek Promenade. This proposal would allow for both the maintenance (i.e. bank stabilization) and enhancement (i.e. hydraulic modifications created by inflatable bladders) of the existing Vail White Water Park. On July 18, 2006, the Vail Town Council approved funding for the construction of this project. B. The Planninq and Environmental Commission shall make the followinq findinas before apqrovina a floodplain modification: 1. The proposed floodplain modification will not increase the quantity or ve%city of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. VII. STAFF RECOMMENDATION The Community Development Department recommends that the Planning and Environmental Commission approves, with conditions, a floodplain modification request, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek stream bank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. This recommendation is based upon the review of the criteria outlined in Section VI of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose to approve this request; the Community Development Department recommends the Commission pass the following motion: "The P/anning and Environmenta/ Commission approves the applicants'request for f/oodp/ain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek stream bank and modifiCations to the Town of Vail White Water Park, in the Gore Creek floodp/ain, located at Tract � l, Block 5E, Vail Village Filing 1, (general/y located east of the lnternational Bridge on Willow Bridge Road), and setting forth details in regard thereto, subject to the fol/owrng conditions: 1. The applicant shall comply with the requirements of all applicable /ocal, state, and federal permits and approvals. 2. The applicant shall coordinate all grading associated with this proposal with the State of Colorado Division of Wildlife. 3. All improvements/modifications shall comply with fhe study completed by River Restoration.Org dated July 13, 2006. 4. Upon completion of the improvements/modifications within fhe 100-year floodplain the applicantshall obtain Town of Vail approval of an as-builtsurvey showing the modified i00-year and the FEMA approved floodplain line. Should the Planning and Environmental Commission choose to approve this request, the Community Development Department recommends the Commission makes the following findings: "The Planning and Environmental Commission finds: 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordrnator. 2. The proposed floodplain modification will not adversely affect adjacent properties, based upon the technical analysis prepared by River Restoration.Org, LLC dated July 13, 2006 and analysis by the Town of Vail Floodplain Coordinator. 3. The proposed floodplain modification will not have an adverse affect on the environment, based upon the technical analysis prepared by River Restoratron.Org, LLC dated July 13, 2006 and analysis by the Town of Vail F/oodplain Coordinator. " IX. ATTACHMENTS A. Vicinity Map B. Applicant's Request • Exhibit 1: Site Plan • Exhibit 2: Hydraulic Study • Exhibit 3: Photos of existing site • Exhibit 4: Photos of deflated and inflated systems • Exhibit 5: Environmental Impact Report • Exhibit 6: Letter from Floodplain Administrator C. Engineering Drawings D. Public Notice 5 Attachment: B MEMORANDUM TO: Planning and Environmental Commission FROM: Department of Public Works DATE: July 24, 2006 SUBJECT: Gore Creek Promenade Whitewater Park Enhancements Backaround • The Vail Whitewater Park was originally constructed in the fall of 2000, with the expectations that there would be "tweaks" required to the whitewater features to achieve their full recreational potential. • The park consists of three natural boulder whitewater features. The feature located between the International Bridge and the pedestrian bridge is used during the Teva Mountain Games as a"main event" rodeo hole due to its prominent location in Vail Village, enjoying national television coverage. In addition, boaters often stop and play in this lower feature as they kayak down Gore Creek. However, the park has not been a"destination" park as originally anticipated. • Each year since 2000, with the exception of 2005, alterations to the park have been budgeted. However, the pending revision of the FEMA Flood Insurance Rate Maps (`Floodplain Maps') has prevented any work due to changes to the Base Flood Elevation (100-year Floodplain or `Floodplain Elevation') in this area. • Now that the 'Floodplain Maps' are nearing completion, the Town has hired a consultant to assist with the design of potential alterations to the park. The consultar�t performed hydraulic modeling work on this stretch of Gore Creek, and a synopsis of their findings is shown below. Note that final adoption of the new `Floodplain Maps' is likely 12+ months away. Enqineerinq Recommendations • The new `Floodplain Maps' show that the revised Floodplain Elevation is actually higher than the finished floor elevation of the ground floor of Village Center Building A. This is not a result of the construction of the original park, since the new `Floodplain Maps' are based on pre-water park topography. Fortunately for Building A, there is a small berm that separates the creek from the building, therefore FEMA considers that Building A is not in the floodplain, however, less than 7" separates the top of the berm and the `Floodplain Elevation'. • Without getting into significant detail, the consultant does not recommend major physical changes to the river, such as reconstructing the existing features, without mitigation to protect Building A from potential flooding. Mitigation techniques could include a three foot tall flood wall or significantly increasing the berm size, neither of which are likely to be endorsed by Village Center. Adiustable Feature • The idea of a removable or adjustable feature was first discussed several years ago by Staff as a way to enhance the recreational experience of Vail's Whitewater feature while reducing or eliminating the flood hazard that a traditional feature may create. • The concept is that the feature becomes non-existent during extremely high flows or in the possibility of flooding. • The proposed feature would consist of eight (8) inflatable rubber bladders attached to the existing concrete slab located beneath the pedestrian bridge. The bladders are inflated as needed to focus the flow of Gore Creek towards the center of the river and enhance the wave created by the existing boulder whitewater feature. • When deflated, the bladders are less than 3" tall, and staggered across the existing concrete slab. Hydraulic models indicate that these cause no impacts to the floodplain elevation. ' Proiect Rationale This proposal is the only option for significant enhancement to the recreational experience of the park because of concerns about raising the 100-Year Floodplain. However, there are multiple benefits to the "adjustable feature". A. 100-Year Floodplain • Installing permanent boulder features that improve the whitewater recreation experience of the park will raise the 100-Year Floodplain elevation. • That increase could impact adjacent property. • Installation of inflatable bladders allows the feature to "disappear" during high flows, thus eliminating the increase in floodplain elevation. B. Project Benefits • Adjustable nature of bladders allows variation of wave shape and size • System can be controlled to optimize the feature for variable river flows • Can adjust the wave for scheduled "expert" or "amateur" competitions • Low maintenance costs once installed vs. natural boulder features • System is programmed to deflate in the event of unexpected high flows • With the construction of the Avon Whitewater Park and other parks across the country, this feature may ensure the continuation of the Teva Games in Vail • High visibility for locals and guests • May return Vail's park to "destination" status • Possibility to hold kayaking teaching clinics • Could add a"web cam" of the park to the Town of Vail website showing the park and providing links to current flow volumes C. Project Disadvantages • As with natural boulder features, there is no guarantee of "the perfect whitewater feature". • Expense: substantial cost with no guarantee. However, this also applies to natural boulder features. Kev Concerns A. Success • Basic hydraulic engineering supports the concept of focusing the flow. In addition, the general idea has been successfully tested in this location during the Teva Games in 2003. • The engineering concept behind this feature is to increase the velocity of flow across the existing concrete slab, up to 25 percent for recreational flows. . The new technology behind today's freestyle kayaks is termed a"planing hull". Planing hulls have a flat bottom, and when the boat is given some speed, the hull skims to the surface, allowing the boat to spin and the paddler to perform tricks. • Therefore, by increasing the velocity in this feature, the recreational experience for Vail's park is enhanced. • In addition, because of the adjustability of the proposal, the whitewater feature can advance with the sport. B. Safety • Six of the eight bladders are simply rubber structures that pose no safety concern. . The two center bladders on the downstream edge will have narrow steel plates to enhance the adjustability of the wave. However, these plates will have rounded corners and a rubber bumper attached to the edge. In addition, they will be in the deepest part of the channel so potential contact is minimal. There are no edges to get hooked on and no corners to impact. . These features would not be considered any different from the general hazards inherent to whitewater activities or other use of the river. C. Aesthetics . The bladders would be attached to the existing concrete slab and, for the most part, located beneath the pedestrian bridge. They will be black in color and would likely be covered in algae as is the concrete slab. . When deflated, they will be visually insignificant. They would create ripples during the low flows of the late fall and winter months. . When inflated, the bladders would be submerged during high water. During lower flows in July and August, when the park is in operation, the outer bladders would be visible above the water line. • The bladders will always be deflated at night. D. Operations • The current proposal includes the installation of a"PLC" which is a computerized control system. It operates the system at programmed times. In addition, it can be programmed to adjust to varying water levels and for desired wave shapes and sizes. • Programming the system would be a"trial and error" process and would take a season or two to fine-tune. . The proposal includes an upstream sensor that would deflate the system automatically in the event of potentially damaging floodwaters. • Staff is recommending the formation of a whitewater park "operating committee" comprised of local boaters, fishermen, business owners, etc. as well as a Town staff member to establish the operating guidelines and to program the system. This was successful when the park was first constructed and many of the same members have expressed interest again. Purpose of the Work The purpose of the work is to enhance the recreational experience of Vail's existing whitewater park. Proposed Work The town proposes to attach 8 rubber bladders to an existing concrete slab using stainless steel anchor bolts. The bladders will be operated using stainless steel air supply lines connected to a computerized control system located above the stream bank. All work will be completed per US Army Corps of Engineers specifications, which will include comments from the Colorado Division of Wildlife. Best Management Practices will be utilized to minimize sedimentation and turbid water conditions during construction. A copy of the sediment control plan is attached. Extent of Impacts The quantity of fill below the level of the 100 year floodplain elevation will be 1.67 cubic yards when the bladders are deflated. This is spread over an area of 768 square feet (the existing concrete slab). As noted above, the hydraulic model indicates that there is no impact to the 100-Year Flood elevation. The system will not be operated during potentially damaging flows and as noted an automatic override will deflate the system if unanticipated high flows are encountered: Wetland Issues No wetlands will be impacted or disturbed as part of this proposal. Excavated Materials The only excavated materials will be concrete drilling spoils from the anchor bolt holes and sawcuts for the air supply lines. Because the work will occur on a dry concrete slab, all spoils can be vacuumed up and properly disposed of. Attached Exhibits Exhibit 1: Site Plan Exhibit 2: Hydraulic study Exhibit 3: Photos of the existing site Exhibit 4: Photo examples of deflated and inflated systems Exhibit 5: Environmental Impact Assessment Exhibit 6: Letter from Floodplain Administrator / � ;` or Replace oll irrigatiori ' --.:. - -:..-. ...._..._2-3'x6'x3' UTILITY BOXES � �� -'SCaIe � �i= ( �� _. � � ' ., components) (SuBgrade .below bottom bf � �� „ _. : aLL ` box elev with 6in. of �in �� , � �• ..: _.. :j`a,Ra�; j Washed Gravel� � �O _.... � ._. O � �,a . ,q m„�� b� i � " �' „ • :.. . , , -_1 �� ,; � , .- , '�; STABILIZE 19 CY ' —� {°..� ' �" , � ,. , EX ELEC. UTILITIES `'� � � � �� •" �`� \ \\� '� OF BANK 2:1 H: V MAX - • , `� & � _ APPRQX. PRQPOSED , '�� r Ii (Protect In Place � � _ _ _ "ss as . ,; ::,� � � ; ' NEW WALL .-'' �` � , ,: all Utilities) , ` � ING WALL .—' _ ;a � , _„acss�u ' ` EX. BRIDGE'ABUTMENTS\ �� N � ... . _ .._.. _ :'� r 5 � a_ � o t in : �„ ., .- _ ..._. . . , G ; .,.�,� Q � ; �.: - �\\. , ,,(Pr tec Place :� EX. PLANIER' __ .�, �-4 �'.. +�. L, ' � " . _ � . ------- ��4H �, - a J 8-"1 ' AIR S PPLY HOSES ?ATION ` `: F�5&" � ' ` j5' � ��n� / - � (To be placed belowUelev. of rock \\�\ ` . ;�--�� s.�, � a„ ,.�" _3.=_. � �"1 : �. _ a , � focia angle iron support) � � � Detoil) �� - � , � __ ��- � � �� ,. f�/C, �,, _ � � ,� ` . � . \ j`'� i�i /. `W �_Fr `�dY� 7 %,� x, p �� ; : \,, //''!„ \` �.. `�'�'� e7 ,�� ' BF+7 f � � � .: .1 . ' � � �• `'—�� -�':;� d� a,. �� X�� 4^ ADJUSTABLE BLAL)E7ER �� 9752. 33 � i �� . • 'ti � � ,< �^ `` FEATURES S5e€ Detail) � '; ,a � ; / �— -1'�� \ �" � - � � �'--� ,:. _ ,; �� AND RIP , N i- ..� i i+F ,e:. � \ . \ y, . �'� _ � :.. . . . Fl , ' In Place) _.._. � ` �s��`�� ,'. � , �/ � F �'', `: � `•; `; TOE BO�C�JERS� �,� .' i _, `: , _........_ : .,... dITS OF l, `,, (Protect tn Place) .., , ,VATION . .... FILL LIMITS ` ' � '� , �+,75^ r�� t- ° ` • -' ___-- °- 1 � _ �_ -- � -- ----- °+ 5 _:,�— -- `� ------------ ---� RE—WORK 9 �Y ` OF EXISTING ROCK5 ; � ` � , � ` �.. t `� '1 i , �+ t ; /% ' ,•` !i . �..,., _ ' ' ,_. ; � ` .. 11 � � ..... ,�' , .. : :: ', � .._.. . .. __. . . � � '�... . ....- � ,'�� ,. � �� '. ........ , ,. �. ,_. ,., � : �. •" � \� �` �i1 ` E��s'"..BOULDERS - _ .. � ` i ,_ i : .. _ i� i : a ,` , , , . ; �.L. �� \ z Y� ,. i� � ` �._.- ` EX. CONCRE.TE SLAB 9C ROCK. FACIA—ALL SIDES OF. $OTH A8U MENTS�(Protect hn Place) � , �` � ,1 Q \+ "� / � 0 � � � � � � � > N � � N � � 0 `-' / � a-' SL � U � µ-. n� _ � � � 0 � >�U �38 Cmveb�d Gle�`od S�nnqs. CO b 1601 2006 Va�i Wh�tewater Park Mod�fica6o�5 and Updates G3 Jul�� I �; 20� � �� IVER � � � • e � s • � �� P[1Br.sU'_i'�.(ilrmc�u�dtii�rin�ti.C�I�ruiuRl(i(i�.l`)?U)�)_'F�-`��b,ti July 13, 20C Mr. Tom Kassmel Town of Vail 75 S. Frontage Road, Vail, CO 81657 (970) 479-2235 RE: Vail Whitewater Park Enhancements, Floodplain Compliance Dear Tom, Proposed recreation enhancements at the Vail Whitewater Park include in-channel modifications to hydraulics for enhanced recreational whitewater experiences. This letter is to discuss how the proposed modifications comply with Town of Vail and Federal floodplain development guidelines. TOV: 12-21-10: DEVELOPMENT RESTRICTED: (E) The Administrator may require any applicant or person desiring to mod� the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantity or velocity offlood waters. (Ord. 16(1983) � 1: Ord. 12(1978) ,¢ 4) Existin� Conditions The feasibility of enhancing recreation without increasing the Base Flood Elevations (BFEs) is shown herein through 1-dimensional step backwater modeling. This analysis is based on a HEGRAS floodplain model supplied by the Town of Vail. The established floodplain geometry is "Imported Geom Olmbjrevised" and the associated "100 Year Discharge" is the steady flow data. However, the floodplain geometry is not detailed enough to represent the potential impacts to the Base Flood Elevations. A very low berm, separating a building on the right (north) over bank and Gore Creek, was identified by Peak Land Consultants with field survey in 2001. It is estimated that the berm has insufficient flood freeboard. This berm was not resolved in the FEMA flood studies; however, the berm freeboard does not comply with the levee requirements of FEMA under Paragraph 65.101VIFP Regulations (3 feet of freeboard minimum). The right (north) berm is at elevation 8156.71 feet and the building floor elevation is 8155.1 feet. � 1 of 4 � Juh� I �. 2(!i)6 �' �; �IVE R _ � ,��'s��.5:�!'�'. .� �� P(1 Ro� U' i�. .lil.:nuu . I ti��nngy. l.ulnrad�.i vi(i011V:�1i 9d �-9>(,iA The previous FEMA FIS dated November 2, 1982 shows a cross section named AC at approximately 225 feet upstream of the Pedestrian Bridge that is coincident with the low berm and represents a wide section of Gore Creek between two entrenched and narrow sections. This cross section (AC) is missing from the 2005 FEMA floodplain model. In a desire to better represent the channel hydraulics near the low berm, a cross section (RS 157.666) was added to the 2005 model, 225 feet upstream of the Pedestrian Bridge, with interpolated floodplain and channel detail based on the Peak 2001 survey. In addition, RS 157.0 shows a critical flow state in the 2005 floodplain model, creating a backwater at the downstream face of the Pedestrian Bridge (RS 157.1) and representing a submerged concrete slab. The RS 157.0 section is approximately across the pool downstream.of.the main whitewater feature. Howev.er, a river wide hydraulic jump is visually evident at all flows between these cross sections, which indicates that RS 157.1 should be in a critical flow state and RS 157.0 should be in a sub critical flow state. RS 157.0 was adjusted with channel detail surveyed by Peak 2001. Therefore, an existing conditions geometry "Imported Geom Olmbjrevised existing" was developed by the insertion of a cross section at RS 157.666 and the adjustment of cross section RS 157.0 based on Peak (2001) surveyed detail. This resulted in modeling a critical flow state at RS 157.1 and a sub-critical flow state at RS 157.0, consistent with visual observations of the existing hydraulic jump. This "Imported Geom Olmbjrevised existing" geometry represents the best available data for modeling Gore Creek flood flows through the project area. Proposed Conditions The Selected Alternative for modifications to the Vail Whitewater Park includes installing inflatable bladders on an existing concrete slab and stabilizing the right bank downstream of the concrete slab. Also included is a peg-board system that would allow for the periodic installation of features to enhance the park. It is anticipated that the peg- board would allow for the continual future development of features as future whitewater users demand. Because of the existing Floodplain conditions, any adjustable features shall require continual supervision while operating and, are not to be left in place overnight. Furthermore, a redundant, river stage, automatic shutoff is recommended for the inflatable bladders. The automatic shutoff shall be set 225 feet upstream of the Pedestrian Bridge (representing the low point of the berm) to automatically deflate all bladder structures when the river stage reaches 8155.10 feet. The park shall be supervised and operated not to increase river stages greater than 8155.10 feet at 225 feet upstream of the pedestrian bridge. This allows for a minimum of 1.6 feet of freeboard during supervised operation, is below the building floor elevation, and is below water surface elevations measured during previous high flow events. A field survey of the high 2of4 � � Jul_y' 13, 2U06 � �; IVER ,��" �►,� •� ..� �/�� i'(� R�.s !).'.12 l�lcnnvud ��iine,�. L i l�.radu �.Iblf'_. 197(i� ��a"-o?�;<', l water May 22, 2005 (approximately 1,500 cfs) measured the elevation of the water to be 8155.11 feet near this location. A proposed geometry "Imported Geom Olmbjrevised Proposed" was created by widening the both the upstream and downstream internal bridge cross sections (RS 157.2) to 46.4 feet and raising the channel bottom to elevation 8149.12 feet. In addition, the right bank of RS 157.0 was modified to show the proposed conditions of the bank stabilization. The proposed geometry (proposed modifications to RS 157.2 and RS 157.0 only) was then run with the "100 Year Floodplain" steady flow data (2,100 cfs). Results show that the deflated bladders would maintain the existing conditions BFEs without any increase in water surface elevation for the 100-year flood event, if installed below the average elevation of 8149.12 feet. Table 1. presents proposed conditions with the proposed size and elevations of the deflated bladder structures affixed on top of the existing slab, the peg-board holes, and the right bank stabilization. Table 1 Station Description BFE �'� BFE �Z� WSEL �3� (ft) (ft) (ft) 158.1 ownstream face of Bridge St. Bridge 8158.94 8158.71 8158.71 158.0 527.0 feet U/S of Pedestrian Bridge 8158.52 8157.84 8157.84 158.666 25.0 feet U/S of Pedestrian Bridge N/A 8156.62 8156.62 157.5 74.4 feet U/S of Pedestrian Bridge 8154.83 8154.61 8154.61 157.3 Upstream face of Pedestrian Bridge 8154.39 8154.03 8154.03 157.2 edestrian Bridge N/A N/A N/A 157.1 Downstream face of Pedestrian Bridge 8154.12 8153.12 8153.12 157.0 17.8 feet D/S of Pedestrian Bridge 8153.00 8153.24 8153.11 156.9 /S face of International Bridge 8152.54 8152.54 8152.54 156.8 International Bridge N/A N/q N/A Notes: 1. Base Flood Elevation established in 2005 Floodplain Model 2. Base Flood Elevation from Floodplain Model modified with surveyed existing conditions detail 3. Water Surface Elevations with proposed modifications 4. Cross-section from current HEC-RAS Model 5. Cross-section added or adjusted into existing conditions HEC-RAS Model with additional detail surveyed by Peak Land Consultants, 2001 The proposed project would not increase Base Flood Elevations on Gore Creek and would not have any impact on100-year flooding nor floodplain. The project would not result in any change of quantities of water during the 100 year discharge. Velocity changes at RS 157.0 (+0.53 ft/s =+6%) may be considered insignificant, and no erosion, nor aggradation or degradation is anticipated as a result of the project. Nor would the project adversely affect adjacent property owners if constructed and operated as 3 of 4 . July l;, 20U� �� r v ��R �� -,�� '�'��s..m.�r.s:�a _ � pll F.� U3L'.i ( icn�vou�l jpnne,. Culr�ru�lu �It�(�"' �U?r�� a; u>n?; recommended herein. It should be noted that adjacent property owners may be at risk of flooding under existing conditions and the project would not change this risk. Please contact me with any questions or comments. Respectfully, RIVERRESTORATION.ORG, LLC. Jason Carey, P.E. Principal ;:u, �. 4of4 ._-�---- . ,; .�� ..,.: �� :: ;;a; , �� . ' �� °;§� �� ,3 � � � 6 Existing Park in Fall during low flows. Mid summer flows across concrete slab Existing wave during mid summer _ .—�----`°.'.^' F -y�, . ; + av-ii-�. , r.'� -.�„�- "'� � a...-,* :�_'�"��.:� . �,,,,�e�..r4.. ,�• ��: ��-"+ z �N�` �.. . . - � . __ ..., r. . , . Example of Deflated Bladders Exampie of Infiated Bladders ��. ,'i� �� - �� _: _ . _� �� . �;� _u __ =-=� �i . ,, " -�� r�F � �. �� ` � f � ��:; �;� � � yr��- :�� ` � ,: � �� . . � `�� :,'�'��. . . � IV. ENVIRONMENTAL IMPACT ANALYSIS in accordance with Chapter 12-21-10, Town of Vail Code, staff and the project consultant have completed an environmental impact analysis. The following criteria have been evaluated for impacts from this proposal: 1. Hydrologic conditions, such as surface drainage and watershed characteristics, ground water and soil permeability characteristics, natural water features and characteristics, and any potential changes or impacts. A complete floodplain impact analysis has been prepared by River Restoration.org. The floodplain study (attached) concludes floodplain elevations along Gore Creek will not be adversely impacted by the proposal. 2. Atmospheric conditions, such as airshed characteristics, potential emissions, and any potential changes or impacts. This proposal will not impact any atmospheric conditions in the area of Vail Village. 3. Geologic conditions, such as land forms, slope, soil characteristics, potential hazards, and any potential changes or impacts. This proposal is not located in any of the Town's identified geologically hazardous areas. No changes to existing landforms (other than limited grading and the placement of boulders - within the stream tract) are proposed. 4. Biotic conditions, such as vegetative characteristics, wildlife habitats, and any potential changes or impacts. The existing aquatic environment of Gore Creek in Vail is currently impacted by non-point source pollution. Limiting factors include increased sediment discharge from the highways and adjacent development. Low flow periods in late summer and the resulting warmer water temperatures also have an impact. It is not expected that the project would have any major functional impact on of these limiting factors. This project is expected to have some effect on decreasing the increased sediment loading from the degrading North Bank. The reach is managed by DOW for cold water fisheries; the substrate is gravel, cobble boulder bed. Increased sediment loading on Gore Creek, largely associated with development, is the most critical reach habitat issue as identified by the DOW in a February 13, 2006 site visit. The reach of Gore Creek between the confluence with Red Sandstone Creek and the confluence with the Eagle River has been identified by the DOW as a Gold Medal Fishery. The project site is approximately 1.1 miles upstream of the reach which has been designated a Gold Medal Fishery. The long term effects of this project on the Gold Medal Fishery downstream would be decreased sediment loading by stabilization of the north (right) bank. The project may have temporary construction impacts with track equipment driving on and excavating the bed material in the wet channel. Construction activity may have isolated increases in turbidity. Best management practices such as turbidity curtains, silt fences, construction sequencing and care of water would be utilized to minimize potential turbid conditions and locations. 5. Other environmental conditions, such as noise levels and odor characteristics, and any potential changes or impacts. Staff believes potential impacts to the existing noise level of the creek are minimal when compared to the noise generated by nearby uses/activities. These include loading and delivery at adjacent retak P opmenade, Br dgekSt eepand'Gore C eek D�vetaStaff does nlot events along Gore Cree anticipate any "nuisance" impacts from this proposal. s. Visual conditions, such as views and scenic values, and any potential changes, impacts, or marked contrasts. Town staff will be working very closely with the contractor to ensure aesthetics of the projects are the highest priority. Most materials used in this project will be natural and consistent with materials occurring naturally within the Gore Creek stream tract. The exception to this will be a small utility box, 36"x36"x144" to hold the compressor and controls. The utility box will be sub-grade behind the existing rock wall on the North side of Gore Creek between the International bridge and pedestrian bridge (See Drawing). In- channel there will be adjustable structures attached to the existing concrete slab. These structures will fully deflate to no more than 3.5 inches in height. These structures will also be placed predominately under the pedestrian bridge. The structures are designed and placed to minimize visual impacts. 7. Land use conditions, such as characteristics uses, compatibility with officially approved land use and open space policies and objectives, and potential changes or impacts. Because this project involves only minor improvement to the existing whitewater park, existing uses will be relatively unaffected. This portion of the Gore Creek stream tract has long been established as an area for recreational uses. This stretch of creek was previously dammed and used as an ice skating area and the grassy knoll portion of Gore Creek Promenade is currently used for concerts, parties and special events. Staff believes the intensity of the proposed use is compatible with both the historic use of the site and the intensity of adjacent uses. Adjacent uses include high-density residential (up to 25 units/acre), lodging and commercial. 8. Circulation and transportation conditions, such as volumes and traffic flow patterns, transit service needs, alternative transit systems, and potential changes or impacts. Staff does not believe this proposal will impact vehicular traffic flow or transit service needs in the area as the intended use of this area will not change from the existing use. g, Population characteristics, such as residential densities, neighborhood patterns, potential displacement of residents or businesses, and potential changes or impacts. This proposal will not impact or displace any of the existing densities, residents or businesses within Vail Village. ! -- � T4WN4F YA� ` Department ofPublic Works & Transportation 1309 Elkhorn Drive Pail, CO 81657 970-479-2158 Faz: 970-479-2166 www, vailgov. com MEMO To: Bill Gibson CC: Gregg Barrie From: Tom Kassmel, Town Engineer/Floodplain Coordinator Re: Whitewater Park Enhancement Project Date: 7/17/06 The proposed improvements to the Town of Vail's Whitewater Park have been reviewed for compliance to the Town Code with regards to the 100 Year Floodplain. After reviewing the hydraulic analysis completed by River Restoration.Org dated July 13`h, 2006, it is evident that this project will not cause any negative flood impact to adjacent properties, there will be no increase to the 100 yr flood water surface elevations or quantity of floodwaters, and there will be no significant increase in velocity. It is my opinion that this project may move forward as designed. If you have any questions please contact me. � _ a� E s � � � Q GOf�E G�EEK AT VAI L f�EC�EATION ENhANCEMENTS Vail, Eagie County, Colorado June, 2006 CONTACTS 1. Mr. Gregg Barrie, Town Planner Town of Vail (970)-390-3286 2. Mr. Joson Carey, Engineering Consultant, Project Engineer RiverRestorotion.org, LLC. (970)-389-5987 3. Mr. Jim Roberts, Directar o( Mountain Operotions Val Resorts � (970)-845—S1J5 . Mr Fred Hassley, Engineer (970)-476-7980 Mr. Todd Fessenden, Water Quality (970)-401-2145 Eagle Rlver Water and Sanitation District LEGEND VICINITY MAP Impermeable � Fii� Ltmits �� Turbidity Curtain �r .,�.,, proposed ' � Existing Boulders Spot Elev. �Praject � Proposed Crade Limits ��Limits oF � Base Line Excavation DRAWIN6 INDEX A N T1TLE General COVER, LEGEND, DRAWING INDEX C1 CiVil �� PROJECT LIMITS OVERVIEW C2 PLAN AND THALWEG PROFILE C3 CLOSE UP 9TE VIEW C4 SECTION VIEWS CS CINL DETAILS/BMP's �� x N -6 � �m o� L � � � o � �� o� �� _� _� �� oo >�� ` � wN.w��w�. � oo�) ��.I�� s: "!3B Oneia�e G�c� ae Sy��,s. CO 9 i 60 i ag 2006 Vad Wn�tewater Park Mod�hcano�s and Llpdates GI � � �` CALE I'=25' 1„ f; �+�:, .4 TRASH ENClOSURE '�', �' :::::.... .. ... AN� REC1'CUNG BINS � ,: � �. �� \ �� APPRO%IMATE LOCATI�N � Of BUILDING WiUNE :7 1..\�.:� it 7 ,':_'\ m l i o � 0 E i: . . \ � .... '�:q--: ti � ',�� . . ..�. i ' . 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'S��., ' ,' . ._ l^"' }.. .. ` ",... � 44 ,'� ... .. t '...�. �� ,.. 1 . . . �; ''.. .. ..- ... , ` ..... ... fG \ �. ��' � si " ...e a3� �� " �� : . �� `�. � �� i fiFN H � . �'` ; �:,, ' • � '•. �� t�a� 5 ' ; `} ADJUSTABL LADDER �� ` 8152 J3 ' _. '' � ' . - . " F . .. .... . � - , �� ; _ , ' .: � F ( ee Deta ) : AND ` _ �,..._ � ,�, ' � : ; _ �� EATU S il ��` : N N __ �,i f.. �� ° �+_ _ ti - . .... r . + 0 _. _. ..... . .. , � „ � i i 'Ct �fl . ., r � . «'E:a t ' � —.� (� � �IQCB) . — _ _ �`,t ._. , +'2�0. :. . L t0 F�'E -� j `' �' ;' � EX. CONCRETE SLAB `�\ � a- , , �� . , ` � 3 OF � . " ..ri � v (Protect in Place) 6� . ,TION "�ti�._ "� � ��.. � ; _. !`_ � :,; °~��.,. � , `` ., � � FILL LIMITS . '`-�...::M ;; ,�w ' : ` : ' �` � O c6 : ��, ! , � , . , ;:. , � � � ' S0 " {> ° � 1\t�� \ � �, �TALL TEMPORARY O+ `�<; � V� � � ,' � +' � -6 °- ^ `,.. 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CONCRE.T� SLAB (Protect-�in Place) ,,.- �.,, �. � 0 � L � � � � � \ L / � � +-� � -i-� c� � O � .��.� �'-' � � U � � � � � o 0 >�U � x � , . , . �tiw ��,,��I V E R . :38 Cie�emnc � .' � '�� '� .-� Gie�waoeSPr��gs.COBi60i EXISTWG FEDE.STRIA�f � RfDGE �T0 BE ,REPLACED ---- , ''�(By Others) 2006VanWhdewaterPark MocificaGOns and ,;� J UpdaCes , � � �C-3 (� �� , 0 Bridge 1 1 8158.1' Bridge : : Bridge C-C DeFlated Biadder 8158.1' SCALE 1 "=10' Existing Conc. Slab 8158.1 Adjustment Holes Conc. Slab Existing Conc. Slab � L �6 � L � � � �--� � � � Q � � � � O � U � II � `F= � — _ � � N ca � � � >�U�n � � � `w. � ...�.:..,�.. � o�.J ,l��i v E --- �3s o��i,�d G�enwood Spnngs. CO 81601 2006 va�i Wh�tewater Park Mod�hca[�o�s and Updates G4 . � �niuous fE�TLpES . . .�s•av. x e• ♦LUMINIM oRE b"Jia ,LLIIML 1IM0.1M .� � ., J�a.OPENING IEW.CIED WTUC'UNCRETE u� � b�tow suneectl u r a�. eone nous inau�n wro mncxrrn PEG BOARD t10LE INSERTS NTS � X � < 9. �N�y B-AXIS (OVERTURNING AXiS) BOULDER DETAIL NTS 3'-5' p10. BOII�➢ER T1P. DESIGN ELEV. <lL TERRRCES ILTER FRBRIC MIRPFI ��ON pR EOIIIV. �_�. �e�, � � ; NEY BIXALERS l' MIN t I�� / BELpV �p1IS4E➢ QtNOF� I� - .�-t ♦• nnx ,� � . i' `= EXPOSEC MEiQ1T ' ' • . `�� 2'r�nuz vnSNEO ROCc PUCE 6' WUL➢ER �T i � ♦' PEA�pqpTED PVC GIPE .. 1�' 0.0 E%TENp i0 OAYL[GNT MPROZ[lWTE LMITS � E%C�VRTIpN ��1 BOULDER TERRACE WALL (IYPICAL) NTS F ❑W P AT cr+,,.,� rco ear xna(.rr.a �rcarm. ro E�EM �[C) rnant cucE or [it COMaE�[ YN / W. r.nc a�uow F AT R P aicc \ Front Edge � of 9ab `�� INDIVIDUAL PLATE DETAIL NTS ..� \ " � ., \/.�- .. . ,��;�•,,;. . . �;\ � � .;�'o�`�: .�,�. T �- a�� —v- � M � --Fi�,i_ �' � � i6 � ..�m�.� � .� — �—� � �a w'"`w. ni. �or j� �°"¢'�s . �, � 7 n..n ��a m�...�.n r�� _ umai �+il a�rr�rr SILT FENCE (fYPICAU NTS . . . . �•� � ... ... � . ... � ��VQQ��:��.��.��.��.��' % i�: ' . .�./. ./�;�./�_ ,/,/��/ TURBIDITY CURTAIN SECTION (TYPICAU NTS .� ., .a.�„a .R ,�.. R.� ..,� raw ra w'�cr �mr.¢ — ovm �wa n r� i� uM nwoYm L,,..,� .,�, � � .� �,� K.. �.,m � �,.� � �.a.-�. a ,� �ro,,, TURBIDITY CURTAIN (TYPICAL) NTS �.�; � �,� .� �_� SmFMi� { -' na. �d (�rl s'°cK L . 1 � ��. � , ��,.�a�..� / a�¢ic IMPERVIOUS TURBIDITY CURTAIN (TYPICAL) NTS � � � � l9 L � � L N � � c6 � O `—n � � � � U � �-F- � — � � > � U � x � ` . � w;.a�ne. � � m�) ;�j�i v E_x 736 Cieveiand � Gicnwnoe Spnngs. C0816D1 2005 Van Wh�[ewater Park Mod�fications and Upda[cs GS � r � Y ��! � Attachment: D THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town Code, on July 24, 2006, at 1:00 pm in the Town of Vail Municipal Building, in consideration of: A request for a final review of a major exterior alteration, pursuant to Section 12-7H-7, Major Exterior Alterations or Modifications, Vail Town Code, to allow for additions to, and the renovation of, the Lion Square Lodge East; a request for a final review of a variance from Section 12-7H-10, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, Vail Town Code, to allow for encroachments in the setbacks; and a request for a final review of a recommendation to the Vail Town Council for an amendment to Chapter 5, Detailed Plan Recommendations, Lionshead Redevelopment Master Plan, to create build-to-lines to allow for encroachments in the setbacks; located at 660 West Lionshead Place/Lot 1, Vail Lionshead Filing 1, Addition 1, and setting forth details in regard thereto. (PEC06-0041) Applicant: Lion Square Lodge East, represented by Bill Anderson Planner: Bill Gibson A request for a final review of a variance, from Section 12-6B-6, Setbacks, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for a garage addition within the front setback, located at 265 Beaver Dam Road/Lot 40, Block 7, Vail Village Filing 1, and setting forth details in regard thereto. (PEC06-0040) Applicant: David Cohen, represented by Fritzlen Pierce Architects Planner: Bill Gibson A request for a final review of a variance from Chapter 14-5, Parking Lot and Parking Structure Design Standards For All Uses, pursuant to Chapter 12-17, Variances, to allow for a garage entry opening to be 12 feet (12') wide instead of the required minimum width of twenty feet (20'), located at Vail Cascade ResidencesNail Cascade Subdivision, and setting forth details in regard thereto. (PEC06-0045) Applicant: Steve Lindstrom, represented by RKD Architects, Inc. Planner: Matt Gennett A request for a final review of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for tine installation of a sanitary sewer line in the Gore Creek Floodplain, located at 3877 Lupine Drive/Lot 6, Block 1, Bighorn 15` Addition, and setting forth details in regard thereto. (PEC06-0046) Applicant: Roland and Jeanne Kjesbo Planner: Matt Gennett A request for a final recommendation to the Vail Town Council, pursuant to Section 12-3- 7, Amendments, Vail Town Code, for proposed amendments to Chapters 12-21, Hazard Regulations, 14-7, Geologic/Environmental Hazards, and 14-10, Design Review Standards and Guidelines, Vail Town Code, to create Wildfire ReguTations that add wildfire hazard to the Hazard Regulations and require mitigation in high and extreme wildfire hazard zones, and setting forth details in regard thereto. (PEC06-0029) Applicant: Town of Vail Planner: Rachel Friede A request for a final review of an Exemption Plat, pursuant to Chapter 13-12, Exemption Plat Review Procedures, Vail Town Code, to allow for a proposed realignment of the common property line between Lots 2 and 3, located at 5087 and 5097 Main Gore Drive, Bighorn Subdivision, and setting forth details in regard thereto. (PEC06-0048) Applicant: Fred and Janet Streich and Sandy Salmons Planner. Matt Gennett A request for a final review of a variance, from Section 12-6D-8, Density Control, and Section 12-15-2, Gross Residential Floo� Area Requirements by Zone District, Vail Town Code, pursuant to Chapter 12-17, Variances, to allow for the secondary unit of a primary/secondary development to construct more than 40% of the allowable gross residential floor area (GRFA), located at 1989 Circle Drive/Lot 27, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC06-0049) Applicant: James Garland and John Kirschner, represented by Galen Aasland Planne�: Bill Gibson A request for a final review a major exterior alteration, pursuant to Section 12-7J-12, Major Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of the Timberline Lodge, located at 1783 North Frontage Road/Lots 9-12, Buffehr Creek Subdivision, and setting forth details in regard thereto. (PEC05-0080) Applicant: Timberline Roost Lodge, LLC, represented by Mauriello Planning Group, LLC Planner: George Ruther A request for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the stabilization of the Gore Creek streambank and modifications to the Town of Vail White Water Park, in the Gore Creek floodplain, located at Tract I, Block 5E, Vail Village Filing 1, (generally located east of the International Bridge on Willow Bridge Road), and setting forth details in regard thereto. (PEC06-0050) Applicant: Town of Vail, represented by Gregg Barrie Planner: Bill Gibson The applications and information about the proposals are available for public inspection during office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend project orientation and the site visits that precede the public hearing in the Town of Vail Community Developrrient Department. Please call 970-479-2138 for additional information. Sign language interpretation is available upon request, with 24-hour notification. Please call 970-479-2356, Telephone for the Hearing Impaired, for information. Published July 7, 2006, in the Vail Daily. MEMORANDUM TO: Planning and Environmental Commission FROM: Department of Public Works DATE: July 24, 2006 SUBJECT: Gore Creek Promenade Stream Bank Stabilization Background During the construction of the Vail Whitewater Park in the fall of 2000, the northern stream bank of Gore Creek between the International Bridge and the pedestrian bridge was reconstructed with a series of boulder walls and terraces. It has become a prime viewing area for the Whitewater Park and a nice spot to enjoy the sun and get close to the creek. Unfortunately, the lowest terrace was constructed below the ordinary high water line. Before the grass could become established as erosion control, the terrace began to erode during spring run-off. Over the last 5 years all of the material behind the lowest wall has eroded, leaving an unstable pile of rocks. Photos of the area are attached. This fall, the pedestrian bridge is being replaced in conjunction with other work on the Vail Village Streetscape Project. The Department of Public Works is requesting permission to reconstruct the boulder wall and to stabilize the stream bank at the same time. Purpose of the Work The purpose of the work is to stabilize the existing stream bank in order to prevent further erosion of the bank and sedimentation of Gore Creek. Additional benefits of the work include reestablishment of the seating/viewing area, opening up the stream channel, creation of a stream eddy to improve the use of the whitewater park feature, and aesthetic improvement of a highly visible location. Proposed Work The town proposes to remove the existing boulders and to rebuild the bank from the river bed up to the sidewalk. The new walls will be constructed using an erosion control/sediment filter fabric that will separate the backfill material from the boulders. This construction technique has been highly effective on other stream bank stabilization projects in the town, including the southern bank of Gore Creek along the Gore Creek Promenade, constructed in 1993. The bank will be reconstructed with grass terraces and seating areas, however they will be located above the 100-Year Floodplain elevation. All work will be completed per US Army Corps of Engineers specifications, which will include comments from the Colorado Division of Wildlife. Best Management Practices will be utilized to minimize sedimentation and turbid water conditions during construction. A copy of the sediment control plan is attached. The work is anticipated to occur in September, per CDOW conditions, to avoid trout migration periods. Extent of Impacts The quantity of fill below the level of the 100 year flood plain elevation is estimated to be a net of zero or less cubic feet/linear foot. This is accomplished by the fact that the face of wall will actually be pulled back into the stream bank to create the stream eddy. Therefore, the project will actually remove material from the 100-Year Floodplain, and the cross section of the stream will actually increase in size. The length of stream bank affected is approximately 45 linear feet. Wetland Issues No wetlands will be impacted or disturbed as part of this proposal. Excavated Materials Excavated materials will be disposed of as part of the Village Streetscape Project at an offsite location. Attached Exhibits Exhibit 1: Site Plan Exhibit 2: Hydraulic study Exhibit 3: Photos of the existing site Exhibit 4: Environmental Impact Assessment Exhibit 5: Letter from Floodplain Administrator r � or Replace oll irrigo#ion __ ___ 2 3'x6'x3' UTILITY BOXES , ��'SGaIe �"_.� �� components) (Su6grade below bottom of ' � - �� ' ; \ ��`` �LL "° box elev. with 6in. of �in � �" \ /�" � ,, �r"""^��z,~ � - Washed Gravel) � � � � p 1 r _. _ `J �� g ... ^�.Vµ� k pq � 60Y � _ ,. ...�_ _ � � 1 O �' y� , ......__ i � � % � �/ rl STABIUZE 19 CY 1 , � _`~�° ``� � `i,' � � C� `; OF BANK 2:1 H: V MAX EX ELEC. UTILITIES � �" .�. � �'" , " " _.�\� \�\` '�� , (Protect In Place �`p�-� �RO�. ��tNALL � � � �""� all Utilities � � � � �� —� � . �: ( � ING WALL � ' '" '� EX. ,BRIDGE' ABUTMENTS \ � N . ��` 8' .a �- f,,,i ..,... ' . _ ,�,_sa�_ � .''-� ` �� ) ' ,(Protect in Place) �� „ , _.�\,. �_ B C `, � � � `\ fK PUN7ER � F p^[ . �� ,�� v�.F s- ;_- ,.. 8-1" AIR-SUPPLY HOSES �� ------- - ?ATION F�,`�°'3 � ,� � �� .,�i ' � ,4 �� (To be� placed below elev. of rock �� ' � t facia angle iron support) � Detail) � � , . -�- _ � Y'� ' F �' � f � i ,1 ' \ � ._ ,�.t. �-.'�� J � ��" � �---'" �---'�� '� � � �� t ', ' '�� ,•� � ,---� .�-_,.L� � � - , � F� �4' ��; , ADJUSTABLE B �F�➢DER �� . ers233 ,��+ ��.�X ',� ;` y � FEATURES S�e€ Detail) � , � �.-:.,,.^eL _ �; -� ..�_� ° � ��',�, , � ' -�. � \� ' . � 1 AND RIP In Place) vtITS OF_/ ,VATION , FILL LIMITS � � � � � � 2 ; �� -r � -. t.� .Ft��..� �� s� TOE B��}�i7'ERS� . �`' (Protect tn"Place) ; �-i' S0 � — _ � . '"`. �� ; i ', '� � ,} i , :� O -�-�7 �J . RE-WORK 9 C�Y OF EXISTING ROCK� ` � � � l �... i �--- � ; E�.-�'' 80ULDERS � ,. . , �� /� ��. , EX. CONCRETE SLAB . -,'"�� l f~ C ROCK FACIA-AL�' SIDES OF 60TH \� ABU MENTS (Protect fn Place) �.•��,. �o \J �. / �1 � 0 � � � � c6 � � �L -� � � � o� d; �-' SL s v� � _� � � O O > � U `�,. I .�^^..» I °°�l 738 C eveiano Glenwood Spr�ngs. CO 8 i 601 2006 Va�i Wnitewate� Park Modificat�ons and Updates G3 , ltil�� ! ;. �'U!I(> ��', IVER ,.�� . . �� . .. ��`� . _ : � � ., ,; < < , July 13, 2006 Mr. Tom Kassmel Town of Vail 75 S. Frontage Road, Vail, CO 81657 (970) 479-2235 RE: Vail Whitewater Park Enhancements, Floodplain Compliance Dear Tom, Proposed recreation enhancements at the Vail Whitewater Park include in-channel modifications to hydraulics for enhanced recreational whitewater experiences. This letter is to discuss how the proposed modifications comply with Town of Vail and Federal floodplain development guidelines. TOV: 12-21-10: DEVELOPMENT RESTRICTED: (E) The Administrator may require any applicant or person desiring to mod� the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantity or velocity offlood waters. (Ord. 16(1983) � 1: Ord. 12(1978) � 4) Existin� Conditions The feasibility of enhancing recreation without increasing the Base Flood Elevations (BFEs) is shown herein through 1-dimensional step backwater modeling. This analysis is based on a HEC-RAS floodplain model supplied by the Town of Vail. The established floodplain geometry is "Imported Geom Olmbjrevised" and the associated "100 Year Discharge" is the steady flow data. However, the floodplain geometry is not detailed enough to represent the potential impacts to the Base Flood Elevations. A very low berm, separating a building on the right (north) over bank and Gore Creek, was identified by Peak Land Consultants with field survey in 2001. It is estimated that the berm has insufficient flood freeboard. This berm was not resolved in the FEMA flood studies; however, the berm freeboard does not comply with the levee requirements of FEMA under Paragraph 65.10 NIFP Regulations (3 feet of freeboard minimum). The right (north) berm is at elevation 8156.71 feet and the building floor elevation is 8155.1 feet. 1 of 4 , � Julv 1 �. 2UU!> ��; IVE � �,. ,. . ,. ��`� �� ._, , � The previous FEMA FIS dated November 2, 1982 shows a cross section named AC at approximately 225 feet upstream of the Pedestrian Bridge that is coincident with the low berm and represents a wide section of Gore Creek between two entrenched and narrow sections. This cross section (AC) is missing from the 2005 FEMA floodplain model. In a desire to better represent the channel hydraulics near the low berm, a cross section (RS 157.666) was added to the 2005 model, 225 feet upstream of the Pedestrian Bridge, with interpolated floodplain and channel detail based on the Peak 2001 survey. In addition, RS 157.0 shows a critical flow state in the 2005 floodplain model, creating a backwater at the downstream face of the Pedestrian Bridge (RS 157.1) and representing a submerged concrete slab. The RS 157.0 section is approximately across the pool downstream of the main whitewater feature. However, a river wide hydraulic jump is visually evident at all flows between these cross sections, which indicates that RS 157.1 should be in a critical flow state and RS 157.0 should be in a sub critical flow state. RS 157.0 was adjusted with channel detail surveyed by Peak 2001. Therefore, an existing conditions geometry "Imported Geom Olmbjrevised existing" was developed by the insertion of a cross section at RS 157.666 and the adjustment of cross section RS 157.0 based on Peak (2001) surveyed detail. This resulted in modeling a critical flow state at RS 157.1 and a sub-critical flow state at RS 157.0, consistent with visual observations of the existing hydraulic jump. This "Imported Geom Olmbjrevised existing" geometry represents the best available data for modeling Gore Creek flood flows through the project area. Proposed Conditions The Selected Alternative for modifications to the Vail Whitewater Park includes installing inflatable bladders on an existing concrete slab and stabilizing the right bank downstream of the concrete slab. Also included is a peg-board system that would allow for the periodic installation of features to enhance the park. It is anticipated that the peg- board would allow for the continual future development of features as future whitewater users demand. Because of the existing Floodplain conditions, any adjustable features shall require continual supervision while operating and, are not to be left in place overnight. Furthermore, a redundant, river stage, automatic shutoff is recommended for the inflatable bladders. The automatic shutoff shall be set 225 feet upstream of the Pedestrian Bridge (representing the low point of the berm) to automatically deflate all bladder structures when the river stage reaches 8155.10 feet. The park shall be supervised and operated not to increase river stages greater than 8155.10 feet at 225 feet upstream of the pedestrian bridge. This allows for a minimum of 1.6 feet of freeboard during supervised operation, is below the building floor elevation, and is below water surface elevations measured during previous high flow events. A field survey of the high 2 of 4 � Julv 13. 2UUh � �vER � ,� �i,, � .. . •. ��`� , _ � _ , _. water May 22, 2005 (approximately 1,500 cfs) measured the elevation of the water to be 8155.11 feet near this location. A proposed geometry "Imported Geom Olmbjrevised Proposed" was created by widening the both the upstream and downstream internal bridge cross sections (RS 157.2) to 46.4 feet and raising the channel bottom to elevation 8149.12 feet. In addition, the right bank of RS 157.0 was modified to show the proposed conditions of the bank stabilization. The proposed geometry (proposed modifications to RS 157.2 and RS 157.0 only) was then run with the "100 Year Floodplain" steady flow data (2,100 cfs). Results show that the deflated bladders would maintain the existing conditions BFEs without any increase in water surface elevation for the 100-year flood event, if installed below the average elevation of 8149.12 feet. Table 1. presents proposed conditions with the proposed size and elevations of the deflated bladder structures affixed on top of the existing slab, the peg-board holes, and the right bank stabilization. Table 1 BFE �'� BFE �2� WSEL �3� Station Description (ft) (ft) (ft) 158.1 ownstream face of Bridge St. Bridge 8158.94 8158.71 8158.71 158.0 527.0 feet U/S of Pedestrian Bridge 8158.52 8157.84 8157.84 158.666 25A feet U/S of Pedestrian Bridge N/A 8156.62 8156.62 157.5 4.4 feet U/S of Pedestrian Bridge 8154.83 8154.61 8154.61 157.3 pstream face of Pedestrian Bridge 8154.39 8154.03 8154.03 157.2 edestrian Bridge N/A N/A N/A 157.1 ownstream face of Pedestrian Bridge 8154.12 8153.12 8153.12 157.0 17.8 feet D/S of Pedestrian Bridge 8153.00 8153.24 8153.11 156.9 /S face of International Bridge 8152.54 8152.54 8152.54 156.8 nternational Bridge N/A N/q N/A Notes: 1. Base Flood Elevation established in 2005 Floodplain Model 2. Base Flood Elevation from Floodplain Model modified with surveyed existing conditions detail 3. Water Surface Elevations with proposed modifications 4. Cross-section from current HEGRAS Model 5. Cross-section added or adjusted into existing conditions HEC-RAS Model with additional detail surveyed by Peak Land Consultants, 2001 The proposed project would not increase Base Flood Elevations on Gore Creek and would not have any impact on100-year flooding nor floodplain. The project would not result in any change of quantities of water during the 100 year discharge. Velocity changes at RS 157A (+0.53 ft/s =+6%) may be considered insignificant, and no erosion, nor aggradation or degradation is anticipated as a result of the project. Nor would the project adversely affect adjacent property owners if constructed and operated as 3 of 4 , , iR�t!ti' 13. ^U(I(, � � IVER ,..� �� : , . � �� , , . , , recommended herein. It should be noted that adjacent property owners may be at risk of flooding under existing conditions and the project would not change this risk. Please contact me with any questions or comments. Respectfully, RIVERRESTORATION.ORG, LLC. Jason Carey, P.E. Principal 4 of 4 � _ �. � .. t `• ,t..`":.'K.u. � �A..., .�wf Collapsed Boulder Walis At Gore Creek Promenade r� •�, �. � , �_ � �_ /� IV. ENVIRONMENTAL IMPACT ANALYSIS In accordance with Chapter 12-21-10, Town of Vail Code, staff and the project consultant have completed an environm ental impact analysis. The following criteria have been evaluated for impacts from this proposal: Hydrologic conditions, such as surface drainage and watershed characteristics, g round water and soil permeability characteristics, n atural water features and characteristics, and any potential changes or impacts. A complete floodplain impact analysis has been prepared by River Restoration.org. The floodplain study (attached) concludes floodplain elevations along Gore Creek will not be adversely impacted by the proposal. 2. Atmospheric conditions, such as airshed characteristics, potential emissions, and any potential changes or impacts. This proposal will not impact any atmospheric conditions in the area of Vail Village. 3. Geologic conditions, such as land forms, slope, soil characteristics, potential hazards, and any potential changes or impacts. This proposal is not located in any of the Town's identified geologically hazardous areas. No changes to existing landforms (other than limited grading and the placement of boulders within the stream tract) are proposed. 4. Biotic conditions, such as vegetative characteristics, wildlife habitats, and any potential changes or impacts. The existing aquatic environment of Gore Creek in Vail is currently impacted by non-point source pollution. Limiting factors include increased sediment discharge from the highways and adjacent development. Low flow periods in late summer and the resulting warmer water temperatures also have an impact. It is not expected that the project would have any major functional impact on of these limiting factors. This project is expected to have som e effect on decreasing the increased sediment loading from the degrading North Bank. The reach is managed by DOW for cold water fisheries; the substrate is gravel, cobble boulder bed. Increased sediment loading on Gore Creek, largely associated with development, is the most critical reach habitat issue as identified by the DOW in a February 13, 2006 site visit. The reach of Gore Creek between the confluence with Red Sandstone Creek and the confluence with the Eagle River has been identified by the DOW as a Gold Medal Fishery. The project site is approximately 1.1 miles upstream of the reach which has been designated a Gold Medal Fishery. The long term effects of this project on the Gold Medal Fishery downstream would be decreased sediment loading by stabilization of the north (right) bank. The project may have temporary construction impacts with track equipment driving on and excavating the be d material in the wet channel. Construction activity may have isolated increases in turbidity. Best management practices such as turbidity curtains, silt fences, construction sequencing and care of water would be utilized to minimize potential turbid conditions and locations. 5. Other environmental conditions, such as noise levels and odor characteristics, and any potential changes or impacts. Staff believes potential impacts to the existing noise level of the creek are minimal when compared to the noise generated by nearby uses/activities. These include loading and delivery at adjacent retail properties, snowmaking operations on Vail Mountain and special events along Gor e Creek Promenade, Bridge Street and Gore Creek Drive. Staff does not anticipate any "nuisance" impacts from this proposal. 6. Visual conditions, such as views and scenic values, and any potential changes, impacts, or marked contrasts. Town staff will be working very closely with the contractor to ensure aesthetics of the projects are the highest priority. Most materials used in this project will be natural and consistent with materials occurring naturally within the Gore Creek stream tract. The exception to this will be a small utility box, 36"x36"x144" to hold the compressor and controls. The utility box will be sub-grade behind the existing rock wall on the North side of Gore Creek between the International bridge and pedestrian bridge (See Drawing). In-channel there will be adjustable structures attached to the existing concrete slab. These structures will fully deflate to no more than 3.5 inches in height. These structures will also be placed predominately under the pedestrian bridge. The structures are designed and placed to minimize visual impacts. 7. Land use conditions, such as characteristics uses, compatibility with officially approved land use and open space policies and objectives, and potential changes or impacts. Because this project involves only minor improvement to the existing whitewater park, existing uses will be relatively unaffected. This portion of the Gore Creek stream tract has long been established as an area for recreational uses. This stretch of creek was previously dammed and used as an ice skating area and the grassy knoll portion of Gore Creek Promenade is currently used for concerts, parties and special events. Staff believes the intensity of the proposed use is compatible with both the historic use of the site and the intensity of adjacent uses. Adjacent uses include high-density residential (up to 25 units/acre), lodging and commercial. 8. Circulation and transportation conditions, such as volumes and traffic flow patterns, transit service needs, alternative transit systems, and potential changes or impacts. Staff does not believe this proposal will impact vehicular traffic flow or transit service needs in the area as the intended use of this area will not change from the existing use. 9. Population characteristics, such as residential densities, neighborhood patterns, potential displacement of residents or businesses, and potential changes or impacts. This proposal will not impact or displace any of the existing densities, residents or businesses within Vail Village. v GOI�E CI�EEK AT VAIL I�ECI�EATI ON EN NANCEM ENTS Va � I, Ea le Cou nt , Colorado 9 Y June, 2006 C O N TACTS 1. Mr. Gregg Barrie, Town Planner Town of Vail (970)-390-3286 2. Mr. Jason Carey, Engineering Consultant, Project Engineer RiverRestoration.org, LLC. (970)-389-5987 3. Mr. Jim Roberts, Director of Mountain Operations Vai� Resorts (970)-845-5135 . Mr Fred Hassley, Engineer (970)-476-7980 Mr. Todd Fessenden, Water Quality (970)-401-2145 Eagle River Water and Sanitation District LEGEN D � Fill Limits x a,ss n, Proposed "' Spot Elev. �Project Limits �Limits of Excavation VICINITY MAP �Impermeable Turbidity Curtain � �� f Existing 8oulders t. �� Proposed Grade C,� Base Line ! J DRAWING INDEX PLATE NO n�E Cenerol Notw X -� � �� o� � �� o � � � � � �� o� -� � � _� � �� oo >�U `w . � 0 � � ��. � R.w.�,�. 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(� � . Bridge A-A Bridge B-B Bridge C-C Deflated Bladder 815fi_1' R1 �iR 1' ..��u�",�� ueriatecl tiladder 815Fi_1' Adjustment Holes SCALE 1 "=10' Existing Conc. Siab Existing Conc. Slab Existing Conc. Slab cen�rv� Notes � L �6 � L � N � �' � O � � - N � � O � � U � II � `'� � — � � � � � >�Ucn -.. �� i `�. � R.,�,�,,. I �.J �� I V E�R 738 Cleveland Glenwood Springs, CO 81 60I A�r IY�� ti �Y� 2006 Vail Whitewater Park Modifications and Updates ^+-� .�, �` C-4 � to FLOW PLATESCtvo) BOLT PLAIE(ATTACN ACCORp. 7p �� saEC) FRONT mGE OF IX � CONCRETE SL.AB T�e� auooEx oe�M�v�rt sa� FEATURE PLATES INDIVIDUAL PLATE DETAIL NTS B-AXIS (OVERTURNING AXIS) BOULDER DETAIL NTS 3'-5' DIA. DESIGN ELEV. ALL TERRACES CSee Ptnn> KEY BOULDERS 1' MIN BEL�V FINISHED GRADE� _ 4' MAX �SED�HEIGHT ' PLACE 6' HOULDER AT � > � /� � . �' � , a-.r `�y ' �, J `2'r�lnus VASHED ROCK � ♦ 4' PERFORATED PVC PIPE 10' O.C. EXTEND TO DAYIIGHT APPROXIMATE LIMITS OF EXCAVATION 1�1 BOULDER TERRACE WALL (TYPICAL) NTS TYP. ILTER FABRIC .y I�\ • ' � 140N OR EQUIV. ATTApING 7N0 SLT FEHGFS -�■ ■---� �� Z� �� P06T OF 1NE FlRST FFTILE ROTAIE BO7H POS15 AT LEAST 1B0 OEQiFiS W �A CIAd(1Ng pRECllpi 70 QiEAIE A 7Ni1T srx wn� nf F�emc u�me,LL omECnar aF au+o� w��ve eon� rosis I I �ewr �o u�cr�s � r� /— N�/D BI�JRY�FW� �+ae�e �� FL7ER FABIOC ,� ,� (IitAFi 100R OR EL e' woe x e• o�r mE ��a� � e�aaxL mo+c � � � � � su rv+cE oerw SILT FENCE (TYPICAL) NT5 ptENTA710N 111p� Ng{N,�y Nore: �wa+owNO wn� euors �s gaw+. n�uo�s ui �mnnrx �aecs cna�� n� am�w. r�HC�, n�c artr�w MILL NOT 91K FR04 NOID pt CURRETIT LOAOS W�J. 1 N'A7FR SUtF •.ridrf07.'O f�� Tr�a u�s ro sH�aae C a ��% � qJR i 1HE YAMAACTIA1pt) ra�mm 1 � TURBIDITY CURTAIN SECTION (TYPICAL) NTS 1/4 IK 7E ROPE FOlDS f'OR COYPACf SIORM,E� - oErn+ �ccoaa+c ro s� �. NYLDII f�11FOR(.ED M111L A11 TVPE I � ECONp1Y FABRIf.S AVAILABLE ta oz aoo �e/n. sr�uoum 1/4 N OiAN HEAT gAliD � (BLUM�UP OF SHAqaE CONlECTION) TURBIDITY CURTAIN (Tl'PICAL) NTS Twirx urans sm�.�u� va+os. an w�s (rnohchn N+o Hw-no� N+aan rr. smE,w\ aw �ian � �Y a�R �� FlLL AIiEA � ni�s asr� rs v�w� �waroe rr. a�rTN�/ _IMPERVIOUS TURBIDITI' CURTAIN (TYPICAL) NTS Genarvl NoW � O u� � � L � � L N -�-� � �� O � —� � s v � � �- � � � � � i >�U .� 0 � � �NO. � Rs�r(�fO��law � p�J � IVE �� r 738 Cleveland Glenwood Springs, CO 8160I wr.. �r.. a �.... 2006 Vail Whitewater Park Modifications and Updates ��t rr �` G5 .. � �• �►��+�r� l�+�vi+��r ��rd �4��I�►�V F�RN1 �� `r,l��mm ��par�t�ren� �F Ca�mrr��[nity IIe��l�prr��t ��3� �� • � 7� So�at� �r�nsag� R��d! '�ail, Gr�l�ra��3t� 81�57' �� t�1: 97�,474.2I39 fax; 97�f,479.2��2 m�,�x��i�'rro��u��r��sF�'�' W�b. ?!li4YV�.'ve�lld�(]sl.L4T8i Project Name: VAIL WHITE WATER PARK DRB Number: DRB060276 Project Description: CONCEPTUAL REVIEW FOR PROPOSED IMPROVEMENTS TO VAIL WHITE WATER PARK Participants: OWNER VAIL COLORADO MUNICIPAL BLDG07/05/2006 75 S FRONTAGE RD VAIL CO 81657 APPLICANT VAIL COLORADO MUNICIPAL BLDG07/05/2006 75 S FRONTAGE RD VAI L CO 81657 Project Address: 75 S FRONTAGE RD WEST VAIL Location: TRACT 1-A BLOCK 'S' W 1ST Legal Description: Lot: A@B Block: 5D Subdivision: Vail Village Filing 1 Parcel Number: 2101-064-0000-3 Comments: BOARD/STAFF ACTION Action: CONCEPT Conditions: Cond: 200 A conceptual review is NOT a Design Review Board approval. Planner: Bill Gibson ry � � �� .: Conceptual Review Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2128 fax:970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. of the Request: � (.�J r� )1�-� � 1 r �J � �lcw� f'O �� ! _ � 1� � / si Location of the Proposal: Lot: Block: 5 Subdivision: Physical Address: Parcel No.: (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): v v N n G Y�4-� �- MailingAddress: %� S ��'1�°r� � y41�- _ Phone: N�9 Z3 3 7 Owner(s) Signature(s): (a.30. 01� Name of Applicant: 1' v Y Pt'rrrd � �� 1� �►E v Mailing Address: 1�� `� �o� ��- j°"'�`' Phone: `�F � 9 2�3 3 7 E-mail Address: �.ba.t' ('i �Q-� � ° o�"'� Fax: �-/'7�i► � �� Type of Review and Fee: ❑ Signs � Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration ( multi-fam i ly/com mercia l) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Office Use On� �-� � CJ.U. � f 'Cs_. 1— Fee Paid: Check No.: BY� Meeting Date: DRB No.: t O � Planner: _ Project No.: _ \fJ4� / �� O � � � \ � � � � � i , r TpWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � i ��r4� � � n .� L% �_ �� DEPARTMENT �F COMMUNITY DEVELC??i�TI� I�T NOTE: THIS PERNIT :•tuST B� POSTED ON JOBSi�i�E AT ALL TIMES A�7�ALT COTL�: BUILD PERMT Permit �: B96-0160 Job Address: 7� S ��:�ONTAGE RD WEST �ca.tus...: ISSUED Location...: ADM�iv BLDING applied..: 06�18�1996 P�,rcel No..: 2101-082-36-004 ��ssued...: 06/18/1996 Project No.: PRJ=e�0103 E:�.pires..: 12�15�1996 APPLICANT TOWT1 OF VAIL 75 S FRONTAG� icD, VAiL, CG 81657 CONTRACTOR TO��1N OF VAIL 75 S FRONTAGE ?�D, VAIL; C�) 81657 OWNER TOWN OF VAIL $ FINt�NCr� i.�E�?r�Ri'MEIv 75 S FRONTAGE c�D, VAIL ::�� 1557 Description: INTERIOR REMODEL ADMIN BLDING Occupancy: Type Construction: Type Occupancy: Valuation: B2 B? V I-rR Idot in ta��le � 3,OOG Pireplace Information: Restricted: ilOf Gas Appl=acces Acd Sq Ft: Phone: 3034792100 Phor:e: 3034792100 #Of Gas Logs: #Of Wocd�Pailet: ic**ic*ic�ticicicic�r***icicicicicicic*�t�t*�ti;**int*ic*i;ic*ici;ki;�kic**y;�c***#**ir***ic FEE SUMPiARY **************�*****icir**i;'r.**#**ic**i;yc**icic***i:icic�tic****icic**** Building-----> 75.00 Rest�arant Plzn ke�.�iew--% .00 Total Ca.culsted Fees---> 246.75 Plan Check---> 48.75 DR9 Fee-----------------> 20.00 Additionai Fues---------> .00 InvestigatioN .00 Recreation re�----------> .00 Total Perrit ��e--------> 246.75 Will Call----> 3.00 U>ar-UO Deposit------��-'-: �e" ��' Payments----------------> 246.75 TOTAL FEES--------------�t-�-�'�-�-� 245.75 EALANCE C:I'-------------> .00 ***************ic**k*****�r,t***ic*******z*ic*********ic*ir****ir**** *ix#r*ir******ic****************�t***� ax*icr �c*iri; 9: ****ic*************ic***** Item: 05100 BUILDIl1G D�P ;RT:�'�N� 06/18�1996 CHARLIE Ac�io�: ��r' Item: 05400 PLANNING �EPARTI�IEIJ'- 06/18/1996 CHARLI�' Actior_: Ar?':� iJ/A Item: 05600 FIRE DEPARTriENT 06/18/1996 CHARLIi Actior:: AP^ : �i��a Item• 05500 PUBLI� �°.'ORK:� 06/18/1996 CHARLI� Action: AP�� n/a De�t: BU�_Li:�ING Division: Dept : PL��id?'ING Division : Dept: FIP.�; Division: Dept : P?.-� ;�'GP.�C Divis ior_ : *********************k****************irkr.**i;-*ir**�krki••+:;i1::ks:#a�*: • � F•k:�****'r,*'r.�k***R*********ic*k:i**i::::t::.:t***ic*'�**��A**ic*******M*****k* See Page 2 of t}.is Boc�uneat for �r�y ��.iditions trat may art,�y to this rer;nit. �! �_�"..=�::;_�T I n?� S I hereby acknowledge that I have resd th�s appli�atior, fi.l�� c�t in full the information requ�,r�c:, co^��leted an accu^a*.e plot plan, and state that all the inforT,ation provicec as rea.:�e: �s .orrect. I agree to comply w;th Yhe inforR,ation and plot plan, to comply uith all Toun ordinances and st�te la�.�s, �nc to bui�d this structure according to th.e 1��.��i's zonir�g and subdirision codes, design revieu approved, Unif�rm a��i�di�g Ccae �nd o.n-� :.r�inances of the Town applicab�= :raretc. REQUESTS FOR INSPECTIONS SHALL 6E MADE -WENTY-FOUR hULF.S ?PI A;'..-^.hCc cY TELEP . 479-2138 ;. A"7R C F' E FROM 8:00 AM 5:00 PM Send Clean-Up Deposit To: c,IGI T OF OWt�ER 0:. :C�v" �PCTO FOR HIMSELF AND OWNER � � �t*�F*9c�c�c�t****�c**�k�c�c�*�F*�:•�r�Jc�c*�c�tir�r�c�kixi:xic:-�:r.9ci:�tX*�c��Y**�c�e�Y�e*�k�r-<:r�c <�k�Fkx*:�c�r�c*�c�c*�k�c�c*�k�k* C�P:D.�'1ION5 Permit #: B96-0160 a� �- 06/18/96 ��atus: ISSUEi� ****************************x*rr�:�:xr:,..., ;a.�xx�*****,c�***�e*;�•rt��:************�**** Permit Type: ADD�ALT CG2�I B?7TLD n^='"' Ar��.� � ied: 06/18/1996 Applicant: TO��IN OF V�I� _�.sued: 06�18/1996 3034792100 Tc I��:t�ire: 12/15/1996 Job Address: � Location: ADMIN BLDII�iG Parcel No: 2101-082-36-00� Descript-�on: INTERiOR REMODr�L Ai•M i�l� BZ,D? 1�TG Conditions: 1. FIRE DEPARTMENT APP�O�,'AL ? S ^. � �!'1IR�D BEFORE ANY T�rO_'J° CAN BE �TARTED. 2. r IELD I1�iSFFCTIOi�S F,RE R�QUI �_ �'i0 CHECK FOR CODE ,;�.�;'.?:�IAI�CE . � -. ' f w� �-- _ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � � DEPARTMEN^1 �r CONIMUNITY DEVELG??P�II� I�T NOTE: THIS PERNIT ..�US?' BF pOSTED ON JOBS��`E AT ALL TIMES ADD�ALT CONL'�i B�JILD PERMT Job Address: 7� S i:�ONTAGE RD WEST Location...: ADM�IvT BLDING Parcel No..: 210�.-U82-36-004 Project No.: P�tJ�6-0103 APPLICANT TOWN OF VAIL 75 S FRONTAG� nD, VAiL, CG 81657 CONTRACTOR TOWN OF VAIL 75 S FRONTAGE RD, VAIL; C� 81657 OWNER TOWN OF VAIL $ FIN�NC� �E:ahR'I'MEI1 75 S FRONTfiGE �D, VAIL C:� 31557 Description: INTERIOR REMODEL ADMIN BLDINC Occupancy: B2 B2 Type Construction : V I-`r?R 21ot iiz ta��le ! Type Occupancy: Valuation: 3,OOC� Fireplace Information: Restricted: �Of Gas Acpl�a�ces: Aad Sq Ft: Permit �: B96-0160 �catus...: ISSUED Applied..: 06/18/1996 ��ssued...: 06/18/1996 E:�pires . . : 12/15/199 6 Phone: 3034792100 Phor�.e: 3034792100 llOfi Gas Logs: #Of Wocd�Pailet: �tinticic*ic�tiric�cic*irkicicicic�t*int�icicicicicicicicicicicic�cir�ic,t*i:*i;iciri:*t***icic*ic FEc gL�"1�1ARY *x************�*********a'`**r***�tir�cxicicicic*icicz*icic�tic****icic*** 8uilding-----> 75.00 Restaarant r�an keview--% .00 Total Ca.�ulated rees---> 246.75 Plan Check---> 48.75 DR9 Fee-----------------> 20.00 Additional F�es---------> .00 InvestigatioN .00 Recreation re�----------> .00 Total Pernit �>z--------> 246.75 Will Call----> 3.00 CL=ar—Uo Deposit---------% 100.00 Payments----------------> 246.75 TOTAL FEES-------------- 246.75 EALANCE G11:----°-------> .00 ***************ic*********:k***�hk********i�***�F*******#********* *>x#r****ic************************* :`;c*1; r-c*x*�: **************�Hc*1c****** Item• 05100 BULDIl1G �r�.=,RT'��N� 06/18/1996 CHARLIE A��ion: A?r=' Item• 05400 PLANNING DEPARTI�IEI�?�� 06/18�1996 CHARLI�' Actior_: AF?':� i1/A Item: 05600 FIRE DEPA�TNiENT 06/18/1996 CHARLI�� Actior:: Ar?� �.1/a Item: 05500 PUBLIC ��'O�'{K:. 06/18/1996 CHARLIL Action: APr� r_/a De�t: BU-.:Li;ING Division: Dept : PL��Id??1NG Divis ion : Dept: FIF:r Division: Dept : P�:: ;�'GP�?� Divisior_ : *******************ir***ic**************ic*i-**A:�ic***•k�rt:-�:x�;:k; ii;**: � �'K•i°**ic*X*i:ik***x**t******ic**��F*::::�::.:t***ic*k**�l"k**ic*******•k******* See Page 2 of t}.is Bocai�ent ior ar.� ��_i :itions that may ��pj,�y to this Nerm�t. _!:.`�._.��_� 1 i �1� S I hereby acknowledge that I have reGd this applica.ior, fi.l��d c�t in full the infarmztion rec;�.�•:r�>, co��leted an accu^a*.e plot plan, and state that all the infor�ation provicec as rea.'.�e' �s .orrect. I agree to comply �,�iCh rhe inforrration and plot plan, to comply With all ToWn ordinances and st�te la�d>, anc co bui�d tnis structure acco�ding to tte 1�.n's zonir�g and subdidision codes, design review approved, Unif�rm B�iidi�9 �c=e end O_�?-'� _f�l,iances of the Town applicab.= :rrretc. RE�UESTS FOR INSPECTIONS SHALL EE MADE -WENTY-FOUk !'�GF.� _il A>'.:M1C� cY TELEP , 479-2138 n A' ":R C' F' E FROM 8:00 AM 5:00 PM Send Clean-Up Deposit To: SIGt T OF OW��ER 0:: :C,4" �rCTO FOR HIMSELF AND OWNER � � , .- , � � �r 4e�r�F�c*9r�c�k9c**�Jc�t*�c�r*�c9c�c*9c��c**�k�c9cyr�r�c*iriexxzi;r.�c�*ic9r�t:�rx**�F�c�k9c�k*�c:�;�:c :#*kx**�c�c*9c9c�rx*�c�c�c** c�e�nz � zorrs Permit #: B96-0160 a� oz 06/18/96 �.atus: ISSUE� �c * * * 9c �c �e * * �c �c 9t * * * * �c �k 9c �e 9c * * �c * 9e * * �r �c � i- :� :e x 'r. •1: -�: :t - • %' •�• �t ie �e �Y 9t 9c �c * �e it �c 9c �F * �k k �t •k � Y :k �; * :F �c �k 9e * �c * �c �e �Y �t sY �c �c * �c Permit Type : ADD�ALT CGI�I B??TLD p" �`� "' Applicant: TOWN 0� V�I� 3034792i�0 Job Address: Location: ADMIN BLDII�G Parcel No: 2101-082-3'0-00� Descript;on: INTERTOR REMODEL Ai-i�li�i�i 3LDING Ara�_�l ieci : 0 6/18 /19 9 6 =�=sued: 06�18�1996 Tc E�;��ire: 12/15/1996 Conditions: 1. FIRE DEPARTMENT APP�O��nL ?S P.'�C!'1IRED BEFORE ANY �n'�):'.�' CAN BE STARTED. 2. r'IELD IIvSrFCTI0i�5 ARE K: Q�'I�'E� `i0 CHECK FOR CODE �;��:�i'.?:�It?IvCE. � � � ' **************************************************************** TOWN OF VAIL, COLOR.ADO Statemnt **************************************************************** 246.75 06 18 96 13:26 Statemnt Number: REC-0158 Amount: � � Payment Method: CK Notation: WAIVED FEES Init• DS ------------------------ Permit No: B96-0160 Type: A-COMM ADD�ALT COMM BUILD P Parcel No: 2101-082-36-004 Site Address: 75 S FRONTAGE RD WEST Location: ADMIN BLDING Total Fees: 246.75 This Payment 246.75 Total ALL Pmts: 246,00 Balance: �*************************************************************** Account Code Description Amount **WAIVED FEES** WAIVED FEES 246.75 --------------------------------------- TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 L►=I r� DEPARTI�I�N;' C�r COA�'IUNITY DEVELCPi:1=IvT NOTE: THIS F'E�;I� ::��'�' B�' POSTED ON J0�'J._._`: til ALL TIM�,S ?�I�CHA_�?=CAL PERI�IIT Pe�m:_t i# : M96-0071 Job Address...: 75 S FRGNTAGE RD WE3T Status...: �,:SUED Location. .....: ADMIrTISTc�TIVE BU�L.�z��1G Applied. .: 0;� j 13�1996 Parcel No.....: 2101-082-36-G04 Issued...; C��`,,/13/1996 Project Number: PRJ96-0103 Expires..: "_7.!15/1996 APPLICANT TOWN OF VAIL 75 S FROIITAGE RD, VAiL, (;O 81657 CONTRACTOR TOWN OF VAIL 75 S FRONTAGE RD, VA?L, CO 81657 OWNER iOWN OF �'AII, � r iNr�ivCr. :�i�='�RTMEN 75 S rRONT:iG� RD. VA�=, �0 �i657 Description: Valuation INTERIOR REMODEL Fireplace Information: Restricted: #Os C<_s FpFI`e�r��s: �Gf Gas Logs ri�.<1::e: 3034792100 n'��:; - : 3Q34792100 500.OJ tlOf Wood/Pallet: ***k*********************ic*ic*:t********xxic*********::k°'.*'r.t*;;�; �� '+,.y;�RY ******icic*ic�icic**ic**icic***,.-:i;� i.xicx*xic*�1*x*ic*ic*irxxic*icic****ic Mechanical---> 20.00 ��st�arant Flan .�a�.��e�--: .00 Total Calcul3t�a Fees---> 28.00 Pl�n Check---> 5.00 DRB fee--------•°•------ % .00 AdditionG: F>+.s---------> .00 Investigation> .00 ?CTAL FEES-----°------°— > 28.00 Totel Permit ;��_----------> 28.00 Wi ll Call----> 3.00 Payments----- -- ---------> 28.00 BF�LANCE Uu_-------------> .00 ************ic**irk**************:F********x*tic*k*ic***t�t#�**�-ic#�*rr+t#�****icicir*****:c*�1**ti*****i;*3+:,: �,.'.r�#ki*-****i*i;n***t*tkic*ic**** Item• 05100 BUILDING DEPARTMEN� 06�18�1996 CHARLIE Actio�: �?�_Y C��2d�,=�,-^_< •T' AD�ROVAL Dept: BU�'_-,i?iNG Division: 1. FIELD INSP�CTIOI�'S :�:ZL 2��'=�;��L i0 _`rCi; taOR C��E CO2::=_�.___:":::�. 2. FT_RE DAMPERS ARE RE�U�R�� T�7 �',-:� -:�3IDOR V�NTS ***�e:e*9e9e9e4:�F�F9e�F�t�F�F*3:�e9c9c9r*;<•L�-�e-k�c�t-��Jr-F�-'r.•'<- :�y�F**t:�ir�c**�F:F�k�c:F9e�c: ...a .•'•'r.��::9e9c�*x*�e�k�*�c*�e�e* ��'CL=�ZATIONS I hereby acknowledge that I have read .his applicaticn, fiilled ^ut in full the infiormation required, corpteted an accurzte plot plan, and s2ate that all the infurmaticn provi�ed �� req:.ir�c' is cr�rrect. I agree ;o co�rply ��i:F.-�ii^ '..�`ormation and plot plan, to comply with all ToWn ordinances anj state lawe, erc `; t:� �.� t'•is structure according to tF� -�_��n's zo^ing and subdivision codes, design revieu approved, Uniform Buitding C�d:: and ot!-��r c:r��nances of the 7own applicar:e: �.�reto. REQUESTS FOR INSPECTIONS SHALL BE MACE T4IENTY-F�UR HOL'RS ?N AC�iAN�E Bl' TELEPHOtJE AT 479-2138 On �'? f�'J2 OFf?CE FROM 8:00 A?1 5:00 PM SIGNATURE OF OWNER OR CONTRACTCR FOR H-1•:�ELF ANJ Cd�:ER . � � **************************************************************** TOWN OF VAIL, COLORADO Statemnt **************************************************************** Statemnt Number: REC-0158 Amount: 28.00 06�18�96 13:32 Payment Method: CK Notation: FEE WAIVED Init: DS ---------------------------------------------------------------- Permit No: M96-0071 Type: B-MECH MECHANICAL PERMIT Parcel No: 2101-082-36-004 Site Address: 75 S FRONTAGE RD WEST Location: ADMINISTRATIVE BUILDING Total Fees: 28.00 This Payment 28.00 Total ALL Pmts: 28.00 Balance: .00 **************************************************************** Account Code Description Amount **WAIVED FEES** WAIVED FEES 28.00 ---------------------------------------------------------------- TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � �. .,�,� DE''='�.�TI�iE:�=_' :�� COMMUNITY DEVEL�:�?ii_i i NOT�: THIS P�:ct'�1T "�?JST BE POSTED ON JOBS='�L AT ALL T1I�1r,S EL�C^F'. =('LL PERMIT Fe,mit #: E96-0129 Job Address: 75 S FROIvT�GE RD W�ST S°�«tus...: ISSJED Locaiion...: A�I��i�:�_:�1R.ATIVE BUILDING ��.plied..: 06�18�1996 Parcel No..: 2101-U82-36-004 =��ued...: 06�18�1996 Project uc.: ?��::;,-��103 _:_�_;-es..: 12/15�1996 APPLICANT TOWN OF VAIL 75 S FRONTr:G� RD, 'Jr�,�=i,, ��Ci olti�7 CONTRACTOR TOWN OF VAIL 75 S FROT�:TAG� R�. ��'�7T,,- �� 81657 Oti�TNER TOwN OF VAIL $ FI1J:;I�C�' �. _� �;�TMEN 75 S FRONTAur; iZD, VA � L " C � 165'% Description: INTERIOk OrFIC� REMOD�� P:::�._e: 3034792100 � :.��_;� : 30347921 �0 Valua�..�or�: 600.00 ********************************iHc***#**x**�kx*ic*irt,**:F*xicicr,t FE_ �:'4'A�Y x***********************i:=�,cttx*�.�;*x***z***ic*****icic******* Electrical---> �O.�p DRB Fee ---> .pp Ir�veatigation> .;;p Will Call----> 3.C�'J TOTAI fEES---> 53.pp Tctal Calculated Fees-----` 53.00 Atlditional Fees--------•-�; .00 Total Permit Fee-----• �- ; 53,��p Payments----------------; 53.00 ?.4! ANCE DUe--------�---....•_ .00 ******************ic*******icic*i:***i�*;Fxicx*.�****ic*�i*#*��c�#rr*-k��•+• }-*�x�ic*x***�k******i�**********'r.s:�#� t--xxi��ri�***********�t********** Item• 06000 FLECT�IrA.T_ D�.�n.'�^:�^�':;:�, Dept: B?'�-,..�T*.G Di�Tision� 06�18�1996 CriAR�Ir; Ac-C' oi:: .:= "�. 7HC7f7HC�F7FjC�.'�"7FX7CXT'iF7F7'�'�C�C7�C7F7f�'A'7R'T'7CT'n711C:�X� y,;;x �;.�a�,;,;;r.;�,;:,.-,.�;;�,:•.;��r:� *-�: i•.-.':�;x*::ax;;;r;;��:;x�i;;;x�i:xxai:a;;�>..,;.�.., ..._..__. . ..... �,�:;x:ca�:.-xi.-r-*icx.,-.:.:•.c;c::��Fi;7r;c CC�N:� T^ TC: �"!:' APP::OV� L **********ir****�V ******;t******x******* � :; �: tc* t . ** k t*:; t�i': t+r„ �' t' , +. - 4 � * 'r. * *** ; 'r #k* kict*******i: ****'� � ': : -�.' tt+t**t. **i; * r ********* ******** �_"_� C. :ri; :. ;'1' 1 ��V J I hereby acknowledge that I have read ;nis appli�eticr., fiii.d cut in -`ull the informa:ion reqirre�, c�rt;pleted an acwrate plot plan, and sta,e that alt the inform=_tic� r�o,iae�a r<_ •��y�.��: �_ ._ correct. I agreE •;o comply �.•�� _� ', -crr.atio� anC p!-�t plar, to comply uith sll 7oWn ordinarces ��j state ts.�r, e;c �; t� '. *'•is structure according to t}:�: '�'s zoning and subdivision codes, design revieW approved, Uniform Bui;ding Cr,e a:�d oth_r c�dira�ces of the Town applicab_� �E:eretc. REQUESTS FOR INSPECTIONS SHALL 8E MACE `,c�tY-fQU� �!C�'_PS �:I ,i ', ..,, 5`i "E! _?�:G�JL� .4T 4?9-2138 CR „� CU� CFf_Cc F�Chi 8;00 AM 5:00 PM SI ATURE OF OWNE OR t',C.`1`2f,CTC: rOR HIMSELF AND OWNER , • ,� �... **************************************************************** TOWN OF VAIL, COLORADO Statemnt **************************************************************** Statemnt Number: REC-0158 Amount: 53.00 06�18�96 13:28 Payment Method: CK Notation: WAIVED_FEES__-_____Init_-DS ----------------------------------------- Permit No: E96-0129 Type: B-ELEC ELECTRICAL PERMIT Parcel No: 2101-082-36-004 Site Address: 75 S FRONTAGE RD WEST Location: ADMINISTR.ATIVE BUILDING Total Fees: 53.00 This Payment 53.00 Total ALL Pmts: 53.00 Balance: .00 **************************************************************** Account Code Description Amount **WAIVED FEES** WAIVED FEES 53.00 --------------------------------------------------------------- � E� r . __ **Cor�tact Eagle County Asses�--s Office at 970-328-8640 for Par,,,�el TOWN OF VAZL CONSTRUCT� i PERt1IT �t P�RCEL 4i : : .-,� � ;� - �� -t��,/' pERMIT APPLICATION FORM DATE: APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED **************�************** PERMIT INFORMATION **************************** [ j-Buildi� [ ]-Plumbing [ j-Electrical [ ]-Mechanical [ ]-Other ac�z� o � U�.�( Job Name : � �; �, , g t ci, Ad u� � � , iPewe�� Job Address : % s; �, Q !�� • (,c/� Legal Description: Lot Block Filing SUBDIVISION: � �,�G� L. �Gi l��°�( C� c Owners Name: _�C�,,,� �,� UQ; % Address. ph, ) ��,>� Architect: Address: ph, General Description: �F�l C e .. i Work Class: [ ]-New �j-Alteration [ j-Additional [ ]-Repair [ ]-Other Number of Dwelling Un:i�ts: ' Number of Acconunodation Units: �--- N mber and Type of Fireplaces: Gas Appliances � Gas Logs Wood/Pellet �--� ***�*************************** V LUATION **�****************************** BUILDING : ; � �a �` �`� �� v�`4� d � I ELECTRICAL: # (�(^� OTHER: � PLUMBING: ; p MECHANICAL: ;_ ,^��'� TOTAL: #_ '�p�Q -= *************************** CONTRACTOR INFaRMATION *************************** eneral Contractor: ��,� �r��' ;.� ,�+'j,,� Town of Vail Reg. NO. !�3-/3 Address: �' Phone Number: Electrical Contractor: Town of Vail Reg. NO. Address: ,� Phone Number: '- Plumbing Contractor: � Town of Vail Reg. NO.� Address: Phone Number: Mechanical Contractor: Town of Vail Reg. NO. Address: Phone Number: �"" ******************************** FOR OFFICE USE **********************,t******** BUILDING �ERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK,�EE: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE: TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: SIGNATURE: -----.— ._. ZONING : SIGNATURE: Comments CLEAN [7P DEP.tI�TT itFlrRWn Tn. 10�I TO: FROM: DATE: SUBJECT: � 75 south frontage road vail, colorado 81657 (303) 479-2138 or 479-2139 oftice ai community development ALL CONTRACTORS CURRENTLYL REGISTERED WITIi THE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16, 1988 CONSTRUCTION PARICING & MATERIAL STORAGE In summary, Ordinance No. 6 states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portion thereof. The right-of-way on all Town of Vail streets and roads is approximately 5 ft.�off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified, the Public Works Department will remove said material at the expense of person notified. The provisions of this ordinance shall not be applicable to construction, maintenance or repair projects of . any street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in full, please stop by the Town of Vail Building Department to obtain a copy. Thank you for your cooperation on this matter. Read and acknowledged by: � �osition/Relationshi to Pro' P �ect (l.e. �Date contractor, owner) � �-..�,�" �� tow� o uai 75 south frontage road vail, colorsdo 81657 ' (303) 479-2138 or 479-2139 oflice ot communfty derelopment BUILDING pER��IT ISSUANCE TIME FRAME If thi.s permi.t requires a Town of Vail Fire Department Approval, Engineer'�s (.P�ublic Works) reyiew and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review may take as long as three weeks. Al] commercial (�large or small� and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and sma11 projects should take a lesser amount of time. However, if residenti�al or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take tiie tFiree week period. Every attempt will be made by this department to expedite this permi�t as soon as possible. I, the undersigned, understand the plan check procedure and time frame . � A � gr_e� t� y. �Project Name Date Work Sheet was turned into t e Community Develoom�nt Department. .. � - MEMORANDUM TO: FROM: DATE: RE: ALL CONTRQCTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 WHEN A"PUBLIC WAY PERMIT' 1S REQUIRED Job Name: � Date: Piease answer the foliowing questionnaire regarding the need for a"Public Way Permit": YES 1) Is this a new residence? 2) Is demo(ition work being performed that requires the use of the right of way, easem,ents or public property? 3) 4) 5) Is any utility work needed? Is the driveway being repaved? Is different access needed to site other than existing driveway? 6) Is any drainage work being done affecting the right of way, easements� or pubfic property? 7) Is a"Revocable Right Of Way Permit" required? 8) A. Is the right of way, easements or public property to be used for staging, parking or fencing? B. If no io 8A, is a parking, staging or fencing plan required by Community Development? ►L' If you answered yes to any of these questions, a"Pubfic Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development. If you have any questions please call Chartie Davis, the Town of Vail Construction Inspector, at 479-2158. 1 have read and answered all the above questions. Job Name Coniractor's Signature Date � � PUBLIC WORKS PERMIT PROCESS . How it relates to Building Permits: 1) Fill out our check list provided with a buildinq qermit apqlication. If yes was answered to .any of the above questions then a"Public Way" is required. You can pick up an application at either Community Development, located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive. 2) Notice sign offs for utility companies. All utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to a 48 hour notice to schedule a locate. 3) A construction traffic control/staging plan must be prepared on a separate sheet of paper.An approved site plan may also be used. This plan will show locations of all traffic control devices(signs, cones, etc..) and the work zone, (area of Construction, Staging, etc..). This plan will expire on Oct. 15th. and will need to be resubmitted for approval through the winter. 4) Sketch of work being performed must be submitted indicating dimensions (length, width & depth of work). This may be drawn on the traffic control plan or a site plan for the job. 5) Submit completed application to the Public Works's office for review. If required, locates will be scheduled for the Town of Vail Electricians and Irrigation crew. The locates take place in the morning but, may require up to 48 hours to pertorm. 6) The Public Work's Construction Inspector will review the application and approve or disapprove the permit. You will be contacted as to the status and any that may needed. Most permits are reteased within 48 hours of being received, but please allow up to one week to process. 7) As soon as the permit is processed, a copy will be faxed to Community Development allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a"Building Permit" to do work on a project itself. NOTE: '" The above process is for work in a public way only. * Public Way Permits are valid only until November 15th. * A new Public Way Permit is required each year if work is not complete. cd/pway � � TOWN OF VAIL 75 South Frontage Road Deparnnent of Conununity Developnrenr Vail, Colorado 81657 303-479-2138/ 479-2139 - FAX 303-479-2452 INFORMATION NEEDED WHEN APPLYING FOR A MECHANICAL PERMIT 1. HEAT LOSS CALCULATIONS. 2. TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT DR.AW[�T IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM. 3. SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES, VENT CONNECTORS AND GAS LINES. 4. NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN MECHANICAL ROOM. FAIiURE TO PROVIDE THIS INFORMATION WILL DELAY YOUR PERMIT. m r . ' � � � 10�1 75 south frontage road vai�, caorado s�ss� (303) 47�2138 (303)475-2139 office of community development � . NOTICE TO CONTRACTORS/OWNER BUILDERS Effective June 20, 1991, the Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequatel-y established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street on to the construction site. Such approval must be obtaineci prior to any request for inspection by the Town of Vail Building Department for footings or temporary electrical or any other inspection. Please call 479-2160 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road par.ching as necessary. Su•ch app.roval must be obtained prior to F�.nal Certificate of Occupancy issuance. COMMUNTTY D�: v ELOPMENT FEBRUARY,1996 DIItECT LINE TELEPHONE LIST: ADMINISTRATION Susan Connelly, Director of Community Development 479-2140 Lorelei Donaldson, Department Secretary 479-2149 Judy Rodriguez, Planning Secretary 479-2139 BUILDING DIVISION Charlie Davis, Building Inspector/Plans Examiner 479-2143 Chuck Feldmann, Building Inspector/Plans Examiner 479-2325 Ernst Glatzle, Electrical Inspector 479-2147 Dan Stanek, Building Liaison Officer 479-2321 ENVIRONMENTAL HEALTH DIVISION Russell Forrest, Senior Environmental Policy Planner Paul Reeves, Environmental Health Officer HOUSING DNISION Andy Knudtsen, Senior Housing Policy Planner PLANNING DNISION Jim Curnutte, Senior Town Planner Dominic Mauriello, Town Planner Mike Mollica, Assistant Director of Community Dev. George Ruther, Town Planner Randy Stouder, Town Planner Lauren Waterton, Planning Liaison Officer Fax Number Inspection Requests 479-2146 479-2333 479-2440 479-2142 479-2148 479-2144 479-2145 479-2150 479-2128 479-2452 479-2149 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � � DE�='i-:�r!'1":E:v =. U� COMMUNITY DEVEL.�:'li�_I� i , � � - �„ NOT�: THIS P-�4i^ ':'J�=T BE POSTED ON JOB�"�E AT ALL TIh1�S EL?�:C�F'.:CzL PERMIT . Pe.mit #: E96-0129 Job P.ddress: 75 S F�OIvT�GE RD WFST �°�atus...: ISSJED Location...: ��:�ii�::_:.�TRATIVE BUILDING t"�r-plied..: 06�18�1996 Parcel No..: 2i0�.-U82-36-004 �:=�ued...: 06�18�1996 Project Nc. . ?_�� -:�103 �.:n��es. . . 12/15�1996 APPLICANT TOWN OF V�I?, 75 S FROI�,�TrG^ RD, 'vi�,�:i,, ��i'� olo� i CONTRACTOR TOWN OF VAIL 75 S FROI�TAG� R�, ��-T, _�� 81�57 OWNER TOlvN OF VAIL $ FII�%�1�Cn �� ;�TA1EN 7 5 S FRON��T'Aur; i2D , VA � L ' r � 16 5'7 Description: INTERIOR Or'r'I�r: RET40D�� .:t��,�e : 3034792100 r?.��;e: :s0347921 �0 Valaa��._.�rl: 600.00 *********************************ic*******ic*�tx*x*ic***:t*xxicrt Fc: �;'q'AZY x**i:*****:F****i:k******1ct,r.��cit**�.�z*x*****ic******;F*x******* Electrical---> S0.^� DRB Fee ---> .� :r�vestigatioN .;,p Will Call----> 3.C�J TOTAL FcES---> �3.00 Tctal Calculated Fees-----` 53.00 Aaditional fees-------�-�-� ,pp To*,al Permit Fee------- ; 53.��0 Fayments----------------; 53.00 E.'r! ANCE DUE-----------.._�, .00 �C�l�C7F7F7F*7F*7HC*jC7F�C*�C�l'�C7I'�C7f�f�C7F*7�C7C7FT'�C*7�C�'**)[7C 7C'ICX:F lE 1F'(7H! It � �'�"�Hc']�! X\-}-•t �iti x,. �.a �. k' 7F }T'�]F7f X�Cj; 7F'k�l7FiC�C�C7H'�C7F�[7C7Fi['IC7F�C�7?: �:'F').'F.: )f7[? �Ct*�C�C7F:F'IC�C7f�f7Fi[*�C7F:I'**�!�(7F�C�f Item: 06000 FLECT�ICAT_. D�'�n.?��`='_Z:�' Dept: BT'�.;'��T*.G Division; 06/18�1996 C�IAR�I�; �1c�t�o�:: .';= �'�. **********ir**xic-;cz�Fk-k****ic***�txxi:xxa•:l-•n.;,:a;:n�.-�i,;;x;:x.i�::..,.:.-.;,:.c.,-�c4 x-: t,';:ic*i:XwnXXAiC:CAAX'nA'wT:KXXilXi�,„•;:� _': ':;c'.:i:'.:�::w"w::T::.'7CXT'�C7CXnwi"�'Fn'n:FaS:it C��iV.,._ n�_ v." � 1_� ATJ ��,-�r,�Vr�: L *********kicx***i�******:ht*****x*******�::icr:#*�.*icit*:;#��1-:r±�--�<t'•+._i.:*'rt***,itk*kxt.*�**********ic� ; i�-.' Ftt***>*t;i�*r***************** 7�;C. �rii:."-,'1'l�:VJ I hereby acknowledge that I have read ;nis ap�li;:�ticc, r;ii_o cut in =ull the information reqir're�, ccn;pleted an accura�e plot plan, and sta�e that all the inform=_tic� r�o.iaec' -� •�;,_ <.•>_ ._ correct. I agree �:o coreply �.•:� �� r-crr.atio7 and p!��t plar., to comply with all Toun ordirar.ces .�j sts±= ls.�c, Grc c: L.; '. t'�is structure according to t`•,�_ '�'s zoning and subdivision codes, design revieN approved, Uniform Bui,ding i:r;e �;id .th:; c^dinances of the Town applicai,_� ,r,�retc. REQUESTS FOR INSPECTIONS SHALL BE MACE `::c�'"Y-fC�U? F!CI.FS :.! .i ', ..: F`; ��E__?-;pyr. ,qT 4?9-2138 Ch �,� C1;3 CfF_C= F�OFI 8:00 AM 5:�0 PM .I" ATURE OF OWNE OR CC'd"Zf.CTC. rOR HIMSELF AND OWNER TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � DEPAR^li�I�N ' C�1a COI�IMUNITY DEVELOPi•�I=ivT " 'r NOTE: THIS P��2�:I`^ ::.:?�'�' B� POSTED ON JOE�.�� ai ALL TIM�S ?�'IECH�'_�:=CAL PERMIT Pe��_:t �: M96-0071 Job Address...: 75 S FRGNTAGE RD WEST Status...: �.;SUrD Location. . . . . . : ,�DMIDTIST�TIVE BU�L:�II1G Applied. . : Ou i 13�1996 Parcel No.....: 2101-082-36-G04 Issued...; +"t�;/1S/1996 Project Number: PRJ96-0103 Expires..: "+_2��15/1996 APPLICANT TOWN OF VAIL 75 S FRONTAGE RD, VA�L, CO 81657 CONTR.ACTOR TOWN OF VAIL 75 S FRONTAGF RD, VA'_'L, CO 81657 OWNER TOWN OF VAIL o FiNr'�ivCr� �ir?�RTMEN 75 S r'kOD;'T�Gr: RD, V�� L �i657 Description: Valuation INTERIOR REMODEL Fireplace Information: Restricted: #0= C�s PpFl�e�r:�s: �Gf Gas Logs ri!.�:�_:� : 3034792100 p��:._ : 3034792100 ��u0.0� kOf Wood/Pallet: , **************ic*******ic**:i***x*******i;**ic*********:-ki *r.t*:;�; '_- c, >;:"�P,Y **********i;*ic*i;ic*icic*ticic,.- ,i ;.. r.x*x�nrk*�l*xicint�t�icxx*icicir***ir* Mechanical---> 20.00 R�st:.arar,t Flan '�sv�e�— = .00 Total Catcul=.*e� fees---> 28.00 Plan Check---> 5.00 DRZ Fee----------��----° % .00 AdditionG: -e,s---------> 00 InvestigatioN .00 7cTA: FEE�-----•-------°— ? 28.00 Total Perr,�it ;>e----------> 28.00 Wi ll Cal 1----> 3.00 Pa��ments----- -- ----------> 28.00 Ef,LANCE UU_---�----------> .00 *******************************:t*******icx***x*****'rkttti;*i-ic#i;*�r+t#�***icx****ic**;ikx**ti:*****i:*ta�:.: �,-�-c�ir*f*-****t**ir***t*t******** Item: 05100 BUILDING DEPARTMEN�' 06�18�1996 CHARLIE Actio�:: ;?:':c CC�i1�.=�''.^,i: i APPF:OVAL Dept : Bli =�i?iNG Division : 1. FIELD INSP'iCTIOi�•S �:2L R��=::�L �'7 ''rCF: iOR CO�E C0:':�;�____:...�. 2. FTRE DAMPERS ARE RE�U�R�� T'v ,'��_ �":%�IDOR V�NTS * 7�' �C 'if :Y �' 'IC 7F �C '�'. �f ]F �C IC 7�C IC 7F 'IC �: �C �f ]F �C �;- ;.' •S' t�' 1t '�C lC �1 .�' 1k �( �Y 'y, • f '�' . :� '�' * �f �C � :t ]T' ]�f '�f !�C 'iC ]F �f 'A' :� 'A' �: ;.. •• ..< . '�' 'y, 'L `: '%C �f '�' %C X 7� %C �C `� * !�C * 'A' ]�f 'A' D�'CL=� ��TIONS I hereby acknowledge that I have read this applicaticn, fil,ed cut in full the information requ-�reo, cor,p;eted an accurate plot plan, and state that all the inform3tirn provideU a� req�irec' is correct. I agree :o cort:ply ti�i:F �h^ in`ormzt�on and plot plan, to comply with all ToWn ordinances anj state lawe, erc t: t:.; �_: t'-:i= structure according to tF� �=��n's zoning and subdivision codes, design revieW approved, Uniform B�ilding C�da and ot�,er c:°dirances of the Town applicat,:- �'>-eto. REQUESTS FOR INSPECTIONS SHALL BE MACE T�iENTY-f�UR HOuRS ?N 4Cv�N�E B1' TELEPHONE AT 479-2138 OF: �'T �'12 OFF?CF fROM 8:00 A'1 5:00 PM SIGNATURE OF OWNER OR CONTRACTCR FOR HiI�;�:LF ANJ Cdi;Eit --�, CONSTRUCTION PERMIT NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE DATE FEBRUARY 2, 1995 i7fl�; �; PERMIT NO. ' `-"" row� o rai 1 TYPE OF CONSTRUCTION I II III I V V • department of community development 2.00CUPANCYGROUP A B E H I R M BUILDING TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING � ELECTRICAL ❑ FOUNDATION ❑ MECHANICAL ❑ LEGAL � DESC. JOB NAME LOT tiLK_ FILING TOV MUNI BLDG TOV MUNI ADMIN OFFICES EP OWNER NAME TnWN nF VATT MAII ADDRESS �5 S FRONTAGE RD cirv VAIL 81657 PH 479-210i ARCHITECT MAII ADDRESS CITY PH. GENERAL FIRM CONTRACTOR TOWN OF VAIL REG. NO. FIRM RESORT SERVICES LECTRICAL 177-E I;ONTRACTOR TOWN OF VAIL REG. NO. __._ 949-6013 FI RM PLUMBING TOWN OF VAIL REG. NO. CONTRACTOR MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. OTHER � FIRM TOWN OF VAIL REG. NO. CONTRACTOR TE�E. _ Z ELECTRICAL DIVISION 1 2 2a 3 4 0 GENERAL DESCRIPTION OF WORK : a PLUMBING � FLECTRI AL FOR REMODF.T OF AnMrN J AREA. , > MECHANICAL �� / TYPE RO P G.R.F. V L TION PERMIT FEES �' BUILDING PERMIT PLAN CHECK ELECTRICAL NEW ( ) ALTERATION ( ADDITIONAL ( ) REPAIR ( ) PIUMBING DWELLING UNITS ACCOMMODATION UNITS MECHANICAL HEIGHT IN FT. NO. FIREPLACES RECREATION FEE INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD FLOOR CLEAN-UP DEPOSIT EXT. WALLS USE TAX ROOF TYPE ELEC. GAS TOTAL PERMIT FEES OF HEAT SOLAR w000 ERNST GLATZLE 2-1-95 ADDITIONAL PERMITS NEEDED: BUILDING OFFICIAL DATE Y N INITIAL ST. CUT ONING ADMINISTRATOR DATE BLASTING ZONING 8 BUILDING NOTES: PARKING DEMO I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the To zoning and subdivision codes, design review approved, Uniform Building Code and other o dinan es of the n ap 'cable thereto. S�GNATURE O R R CO RACTOR FOR HIMSELF AND THE OWNER. , . _ �' ._ z �� ►y�� P�� P� �� ° � � � ��'� �� ,_. ':�d , � �. _ _. � � �I�.�� ►'J � � � OWN OF VAIL CONSTRUCTION P��IT ��r�j�,� � .��,�`�� PERMIT APPLICA ION ORM DATE : � � � (�� '� � ic'� 4 ; r � : , `�:, . AP�LICATION MtJS��`BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED : **�*****�*'�t*'�r�r�k*�**�r***�t�*�t*�* PERMIT INFORMATION *******�t****�*******�**�*�t*** [ j-Building [ )-Plumbing �-Electrical [ )-Mechanical [ ]-Other Jo� Name: r�� • C� l'CtC� Job Address: 2/hb e� �� : �� , v� � Legal "pescription: Lot Block Filing SUBDIVISION: Owners ;iame: �� -� Address: Ph. Architect: Address: Ph. /e �j �� / General Description: m 6Ql ��! ��-- r• -S e� QC, ��j ��G��. Work Class : [ ] -New � Alteration Number of Dwelling Units: � 0 [ ]-Additional [ J-�epair [ ]=0ther Number of Accommodation Units: N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet *�r*��**�************�r*�****�***** VALUATIONS ***��***�**************��r**�t**�r* .� BUIL�DING: $ ELECTRICAL: $ �.7(.s(>' OTHER: � PLUrIBING: � MECHANICAL: $ TOTAL: � *************************** CONTRACTOR INFORMATION *************************** ' eneral Contractor: Town of Vail Reg. NO. Address: Phone Number: 'Q � Electrica Contractor: C\�� (/��C�S Address : � �6 . �G� ��f �Q �( / (� � Plumbing Contractor: Address: Mechanical Contractor: Address: Town of Vail Reg. N0. �7 �� Phone Number: ��{�'- G,p (� Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: **�r�***************�****�t�****** FOR OFFICE USE *�t��****��r**��t**�*****�t*�t*�*�* BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ELECTRTCAL FEE: � RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: �, DRB FEE : TOTAL PERMIT FEES : � ��..;, t . }��,a �� (,,� ;; � TYPE GROUP SQ. FT. VALUATION BUILDING: !� � Z-� - ��`"' SIGNATURE: ZONING: SIGNATURE: Comments: CLEAN IIP DEP.OSIT REFITND T0: --��, CONSTRUCTION PERMIT NOTE — COPY OF PERMIT TO BE KEPT C`N •�nBSITE DATE FEBRUARY 2, 1995 7�ni� �y PERMIT NO. � "� � row� o rai 1 TYPE OF CONSTRUCTION I II �II I V V department of community development 2.00CUPANCYGROUP A B E H I R M BUILDING SQOQ.QQ TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT � BUILDING ❑ PLUMBING ❑ ELECTRICAL ❑ FOUNDATION ❑ MECHANICAL ❑ LEGAL LOT BLK �ESC. FILING TOV MjjNT RTTTT.11Tfaj,(, JOB NAME: TOV MUNI BLDG ADMIN OFFICES OWNER NAME TOV 75 S FRONTAGE RD MAIL ADDRESS CITY VAIL 81657 PH479-2100 ARCHITECT FIRM N/A MAIL ADDRESS CITY PH. COMPLETE SERVICES GENERAL FIRM . CONTRACTOR TOWN OF VAIL REG. NO. 462—B TE�E. 949-9277 ��" �' FIRM :LECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM PLUMBING CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. OTHER FIRM TOWN OF VAIL REG. NO. CONTRACTOR TE�E. Z ELECTRICAL DIVISION 1 2 2a 3 4 0 � GENERAL DESCRIPTION OF WORK : � PLUMBING REMODEL ADMIN AREA. � > MECHANICAL TYPE GROUP G.R.F.A. VALUATION PERMIT FEES BUILDING PERMIT PLAN CHECK ELECTRICAL NEW ( ) ALTERATION ( $jXADDITIONAL ( ) REPAIR ( ) PLUMBING DWELLING UNITS ACCOMMODATION UNITS MECHANICAL HEIGHT IN FT NO. FIREPLACES RECREATION FEE INSULATION: TYPE THICKNESS R-vA��UE DESIGN REVIEW BOARD FLOOR CLEAN-UP DEPOSIT EXT. WALLS USE TAX ROOF TYPE ELEC. GAS TOTAL PERMIT FEES FEES WAIVED OF HEAT SOLAR woo� GARY MURRAIN 2-1-95 ADDITIONAL PERMITS NEEDED: BUILDING OFFICIAL � DATE Y N INITIAL ST. CUT ONING ADMINISTRATOR DATE BLASTING ZONING 8 BUILDING NOTES: PARKING DEMO I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and ot er ortlirrances��i:t��awr+-a{�plicable thereto. r... ... __-._..�= �� "_:,._,..�.,..__.-•-�-�,,.��r:�r.. _ SIGNATURE OF� OWNER OR CONTRACTOR FOR HIMSELF AND THE OWNER. � CONSTRUCTION PI ' „ a row� o rai department of community development TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ ELECTRICAL ❑ FOUNDATION ❑ MECHANICAL ❑ LEGAL LOT BLK 7ESC. FILING ` JOB NAME: _ ;�::: ._ OWNER NAME �:3Y` ; s � ��;.r`: . MAIL ADDRESS CITY - ' PH;-Yr�� t gt;t� ARCHITECT FIRM MAIL ADDRESS CITY PH GENERAL FIRM CONTRACTOR TOWN OF VAIL REG. NO. TELE. ' FIRM _LECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM PLUMBING CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. OTHER FIRM TOWN OF VAIL REG. NO. CONTRACTOR TELE. �RMIT NOTE — COPY OF PERMIT TO BE KEPT ON '?BS1TE DATE PERMIT NO. 1. TYPE OF CONSTRUCTION I II III I V V 2.00CUPANCYGROUP A B E H I R M BUILDING . Z ELECTRICAL DIVISION 1 2 2a 3 4 0 GENERAL DESCRIPTION OF WORK : � PLUMBING - ' . � �.'-`- - J > MECHANICAL TYPE GROUP G.R.F.A. VALUATION PERMIT FEES BUILDING PERMIT PLAN CHECK ELECTRICAL NEW ( ) ALTERATION ( :);,_ADDITIONAL ( ) REPAIR ( ) PLUMBING DWELLING UNITS ACCOMMODATION UNITS MECHANICAL HEIGHT IN FT. NO. FIREPLACES RECREATION FEE INSULATION: TYPE THICKNESS R-vALLUE DESIGN REVIEW BOARD FLOOR CLEAN-UP DEPOSIT EXT. WALLS USE TAX ROOF TYPE ELEC. GAS TOTAL PERMIT FEES OF SOLAR WOOD _ HEAT ADDITIONAL PERMITS NEEDED: BUILDING OFFICIAL DATE Y N INITIAL _ _ _ _ _ _ _ _ _ _ _ ST. CUT ONING ADMINISTRATOR DATE BLASTING ZONING & BUILDING NOTES: PARKING DEMO I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and o�fser ord'tr�a�nces�of tt�q;vur�-ap�l}cable thereto. � l�: .- . .3.:e:-- . k..�'�+ — SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND THE OWNER. i I � � w NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUIL PERMTPerm' #: B95-0025 d�.�r� �.P Job Address: 75 S FRONTAGE RD WEST Location...: FRONT OFFICES Parcel No..: 2101-082-36-004 APPLICANT COMPLETE SERVICES GENERAL CONST P.O. BOX 19117, AVON, CO 81620 CONTRACTOR COMPLETE SERVICES GENERAL CONST - P.O. BOX 19117, AVON, CO 81620 04�NER TOWN OF VAIL % FINANCE DEPARTMEN - 75 S FRONTAGE RD, VAIL CO 81657 Description: TOV MUNI. BUILD. Occupancy: Type Construction: Type Occupancy: Valuation: B2 B2 V 1-HR Type V 1-Hour 5,000 fireptace Information: Restricted: Y #Of Gas Apptiances: Add Sq Ft: Status...: APPROVED Applied..: 02/02/1995 Issued...: 02/02/1995 Expires..: 08/02/1995 Phone: 3039499277 Phone: 3039499277 ttOf Gas Logs: #Of Wood/Patlet: r*r**,r*,r,r*,r***,+**,r*******,►*,r*,r**,+,r**,r,r,►,r,r*******,r,r*,►***,r,r** FEE SUMMARY r,r,r,r,r,r*,r*,r*,r*,+*,r,r*****,►,r,r*,r**,r,r,r,r,r***,r*,r****,rw*,r,r***,r*,r,r*,r Building-----> 95.00 Restuarant Plan Review--> .00 Total Calculated Pees---> 759.75 Plan Check---> 61.75 DRB Fee-----------------> .00 Additional Fees---------> .00 Investigation> .00 Recreation Fee----------> .00 Total Permit Fee--------> 159.75 Will Cail----> 3.00 Clean-Up Deposit--------> .00 Payments----------------> .00 TOTAL FEES--------------> 159.75 BALANCE DUE-------------> 159.75 *,r,t *,t *,t,r *,t,t * * vnr * * * *,t,t *,t,t,t,t,t * * * * * w,r *,t *,t,t * * * * *,r,r * *,t,t * * *,r,r * *,r,► * * * * * ,t,t * * * *,r ,r,r ,r * * *,t,t,t * tnr *,r *,t,t *,t,t,t *,r,r,r * t * * *,t,t * *,t * *,r,r,r * *,t,t,t,t,t,t,t * *,r * * * * * * * Item: 05100 BUILDING DEPARTMENT 02/02/1995 GARY Action: APPR Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS Item: 05700 ENVIRONMENTAL HEALTH Dept: BUILDING Division: Dept: PLANNING Division: Dept: FIRE Division: Dept: PUB WORK Division: Dept: HEALTH Division: **�****************************«*****«***********************************************w*******.*********************************«** See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowtedge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Toun ordinances and state laws, and to build this structure according to the Toun's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REOUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFfICE FROM 8:00 AM 5:00 PM Send Clean-Up Deposit To: N/A SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER � � : A �,rPaJ � �i�j--c��'_UOl Z �e, ��`��' TOWN OF VAIL CONSTRUCTION � PERMIT APPLICATION FORM DATE: `�`�� ,� �'�-��aZ..S� �� PER1�lIT �� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ****************�********�**** PERMIT INFORMATION *****,t�********************** (�']-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [ J-Other Job Name: %,!� J;�" > f s,�� ". " Job Address: !�r; t � ��1� Legal Description: Lot_a�, �lc�ck _ _�, F'i�.ing SUBDIVISION: O�aners Name : r� i . � °y��r� �dd��ss : Ph . Ar..��.,hitect: /�f � Address: ph, General Description: �' � �` v Work Class: [ ]-New [�]-Alteration [ ]-Additional [ ]-Repair [ ]-Other Number of Dwelling Units: � Number of Accommodation Units:r��'- N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet ********************************* VALUATIONS ********************************* °""'`BUILDING: � ,�obo ��— ELECTRICAL: � OTHER: � PLUMBING: � MECHANICAL: # TOTAL: $_�'a�, =� _ *************************** CONTRACTOR INFORMATION **************************� " eneral Co ac r• �'� ,� '_ 5 Town of Vail Reg. NO.�� ;\ Address: ��—I�s-'�x� � •�.�.�..�.•,.� ��.C� 3�k�ane Number: .��:��caK-�'1-°1�'�� `..', - Electrical Contractor: Address: Plumbing Contractor: Address: Mechanical Contractor: Address: ��r�n of Vail Reg. NO. Phone Numbe�r: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: **************************��r�� t�x� C�FFICE USE ******************************* BUILDING PERMIT FEE: � BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: ,_�_ PLUMBING PLAN CHECK FEE: MECHANICAL PERMIT FEE: � MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: / , DRB FEE : TOTAL PERM E : ,/ #;:� TYPE GROUP SQ.FT. VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: Comments: CLEAN IIP DEP.OSIT REF[TND T0: TO: FROM: DATE: RE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 WHEN A"PUBLIC WAY �PERMIT' IS REQUIRED Job Name: Date: Please answer the following questionnaire regarding the need for a"Public Way Permit": YES 1) Is this a new residence? 2) Is demolition work being performed that requires the use of the right of way, easements or public property? 3) 4) 5) Is any utility work needed? Is the driveway being repaved? Is different access needed to site other than existing driveway? 6) Is any drainage work being done affecting the right of way, easements, or public property? 7} Is a"Revocable Right Of Way Permit" required? 8) A. Is the right of way, easements or public property to be used for staging, parking or fencing? B. If no to 8A, is a parking, staging or fencing plan required by Community Development? l► ' If you answered yes to any of these questions, a"Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Wortc's office or at Community Development. If you have any questions please call Charlie Davis, the Town of Vail Construction Inspector, at 479-2158. I have read and answered all the above questions. Job Name Contractor's Signature � Date PUBUC WAY PERMIT PROCESS How it relates to Building Permit: 1) Fill out the our check list provided with a buildina Qermit application. If yes was answered to any of the above questions then a"Public Way Permit" is required. You can pick up an application at either Community Development, located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive. 2) Notice sign offs for utility companies. All utilities must field verify (locate) respective utilities prior to signing application. Some utility companies reyuire up to a 48 hour notice to schedule a locate). 3) A construction traffic control plan must be prepared on a separate sheet of �aper. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.) 4) Sketch of work being performed must be submitted indicating dimensions (length, width & depth of work). This may be drawn on the traffic control plan or a site plan for the job. 5} Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail Electricians and Irrigation crew. The locates are take place in the morning, but may require up to 48 hours to perform. 6) The Public Wor1c's Construction Inspector will review the application and approve or disapprove the permit. You will be contacted as to the status and any changes that may be needed. Most permits are released within 48 hours of being received, but please allow up to one week to process. 7) As soon as permit is. processed, a copy wi11 be faxed to Community Development allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a"Building Permit" to do work on a project site itself. Note: *The above process is for work in a right-of-way only. *Public Way Permit's are valid onlv until Noverr�ber 15th *A new Public Way Permit is required each year. �. � r tow� of uai 75 south frontage road vail, colorado 81657 (303) 479-2138 or 479-2139 oftice of community development BUILDING PER�7IT ISSUANCE TIME FRA�1E If thi.s permi,t requires a Town of Vail Fire Department Approval, Engineer'•s (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review may take as long as three week5. All commercial (�large or sma71) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may al so ta ke tfie tFiree week peri od , Every attempt wi'il be made by this department to expedite this permi�t as. soon as possible. I, the undersigned, understand the plan check procedure and time frame. � A rA g _e� t� y. �Project Name Date Work Sheet was turned into the Community Development Department. � � to�� ot uai TO: FROM: DATE: SUBJECT: 75 south frontage road vail, colorado 81657 (303) 479-21.38 or 479-2139 oitice of community development ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE In summary, Ordinance No. 6 states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portion thereof. The right-of-way on all Town of Vail streets and roads is approximately 5 ft. off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified, the Public Works Department will remove said material at the expense of person notified. The provisions of this ordinance shall not be applicable to construction, maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in full, please stop by the Town of Vail Building Department to obtain a copy. Thank you for your cooperation on this matter. Read and acknowledged by: � �osition/Relationshi to P p ro�ect �Date �� (i.e. contractor, owner) � �y tow� of uai 75 south frontage road vail, cdorado 81657 (303)479-2138 (303)479-2139 office of community development NOTICE TO CONTRACTORS/OWNER BUILDERS Effective June 20, 1991, the Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established pzoper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street on to the construction site. Such approval must be obtained prior to any request for inspection by the Town of Vail Building Department for footings or temporary electrical or any other inspection. Please call 479-2160 to request an i.nspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road paLChing as necessary. Such approval must be obtained prior to F�.nal Certificate of Occupancy issuance. � � � . � • �. , a" ,+ TOWN OF VAIL 75 Snuth Frontage Road Departr►ient of Contnn��iit�• De>>elopmerrt Vail, Colorado 81657 303-479-2138/ 479-2139 FAX 303-479-2452 INFORMATION NEEDED WHEN APPLYING FOR A MECHANICAL PERMIT l. HEAT LOSS CALCULATIONS. 2. TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT DR.AWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU R.ATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM. 3. SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES, VENT CONNECTORS AND GAS LINES. 4. NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN MECHANICAL ROOM. FAILURE TO PROVIDE THIS INFORMATION WILL DELAY YOUR PERMIT. d � � �� Category Number. Project Name: � . LR�. '. , , - 'i✓ .. �., G rsign Review Actior� . � � TOWN OF VAIL Date 7%��1'i� � . • � Building Name: � -�' Project Description: Owner, Address and Phone: � ��-�� °7 �'� d' r J f'l�:' �� Archite ontact, Q, dress and Phone: �� " - �"�'_.._..-..._ . �C t�t.t � L t„� � r,,�. l,+'� 1 !� �" Legal Description: Lot Project Street Address: Block Subdivision �one Distric# Comments: , �J r �'`' > , . ..� 7� �,r� �'`"'a �.' s �- � � �i .! n �T..,ca�aL�� . � �Lr•, ! ;1J` T ji ,� . C-/ , . f ` � , � Motion by: Seconded by:_ ❑ Approval ❑ Disapproval � Staff Approval Conditions: �,� .,,,,,,,....._...�....... . _... Boa / Staff Actionl �_�.. _.., _ _._ vote: � � - . . _1 J,lt3 �'`c. ! � : � ` ,! �.1_7`; ; a_.,-; / r� ,� f s �� i r � � � / i < J f ' �` t') �/ c � l r w `,•,, °,�x�,�� Town Planner Date: �.,� %� DRB Fee Pre-paid -""��' _ � ��;�,� :��- � �� f`T A� � . 1 TOWN OF VAIL CONSTRUCTION ,��4 � PERMIT 4k `� PERMIT APPLICATION FORM —� J UL 2 0 6994 �__.. � DATE : �C,4;,uc� "��.^1�T � ,; . '�„s. �J APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY �' $E ACC�P��i�l i � ****************************** PERMIT INFORMATION ************************�t**** ��C� t� i�r��'%74�JiU.�� Fyt��.� [ j-Building [� �lumbing. [ ]-Electrical [�j-Mechanical [ ]-Other /)'} /� Job Name :' I�� ' ob Address : Legal Description: Lot Block Filing SUBDIVISION: Owners Name: � �7�� ;%� ` � p Address: ,� f � �-_� �..�v ,1.. �-�,-� �;�� Ph. � �`� � � ! o , i., ,,� -r° ,'� Architect: Address: Ph. , ��. , . .. � General Description: � � �:. �;,�- � j�i,� � �.�� { ;,;a,.__ {�"r i � 1 �'��'� �_� �1 _� �.r_ �- G,1F';LC y � ��::. � Work Class: [ ]-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-Other Number of Dwelling Units: � Number of Accommodatian-Units: {---� N mber and Type of Fireplaces: Gas Appliances�'� Gas Logs=f''�i Wood/Pellet � �*******************�************ VALUATIONS **�****************************** BUILDING: � ELECTRICAL: � OTHER: � �f�-��' "`� PLUMBING: � MECHANICAL:� � - TOTAL:�� *************************** CONTRACTOR INFORMATION *************************** eneral Contractor: Town of Vail Reg. NO. Address: Phone Number: Electrical Contractor: Town of Vail Reg. NO. Address: Phone Number: Plumbing Contractor: Town of Vail Reg. NO. Address: . Phone Number: Mechanical Contractor: �� Uril�i� ��'�~�� Town of Vail Re�. NO.� �� Address: ��;_;� �� ,� —T Phone Number: J4-�� 7'7 � � *******************�**�********* FOR OFFICE USE ****�t********�********�**�t***** BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ° ELECTRICAL FEE: RECREATION FEE: �'li OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE: TOTAL PERMIT FEES: TYPE ROUP SQ.FT. VALUATION BUILDING: �,I -�/f�Z � SIGNATURE: � � �-Z/� �'� ZONING: SIGNATURE: � Comments: �--�.- 2'�7�►L� �.� � .' ,a.��f' �� ra'r'1.� ��i . CLEAN IIP DEP.OSIT REF[TND TO: TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM DATE • �-`; ; - ; . .. PERMIT �� Z �� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ***************************** PERMIT INFORMATION ***************************** [ ]-Building [ ]-Plumbing �j-Electrical (� Mechanical [ ]-Other l%/� I G /NG , � . � �,, r Z3L� . ` � Job Name : f�/� f%� ,; Job Address : 1� `��'- f��: ��/� ,L� s Legal Description: Lot Block Filing SUBDIVISION: „ Owners Name : �,�`''�"�-� � % <=�i � '%'-=? '� Address : Ph . Architect: General Description: Address: Ph. �- , L .� ' -r % �l. 'r�` � : ` : i fr� � �/.%�`,%�✓� ��'=�!yi , � Work Class: [ )-New [�-Alteration [ ]-Additional [ ]-Repair [ ]-Other � ° Number of Dwelling Units: l_ 1_ Number of Accommodation Units: ��% N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet ********************************* VALUATI4NS ***��********************** BUILDING: � ELECTRICAL:� '�� OTHER:� PLUMBING: � MECHAI;TICAL: $ tfL'�-'c` TOTAL: � .��.� � *************************** CONTRACTOR INFORMATION *************************** eneral Contractor: Town of Vail Reg. NO. Address: Phone Number: Electrical Contractor: ��l�y ��%i�` �/"/��,�� Address : G�j��f/��/ /:%t'x � f'.i�ri '�i%i%`l�%��„Ci f'�(v�,i Plumbing Contractor: Address: r Mechanical Contractor: " r Address: /� %� Town of Vail Reg. NO.�fy-� Phone Number: ryT; -��/ Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. (�'� / Phone Number: ******************************** FOR OFFICE USE ******************************* BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE : PLUMBING PLAN CHECK FEE : �,��s �7 % MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: �;y ;--.� ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE : TOTAL PERMIT FEES : �t `�y �� :.c.J2 i U`E?� TYPE GRO,UP SQ.FT. VALUATION BUILDING: -:'�' ' " ; , , ; . ;'. � �' , SIGNATURE : � ZONING: ��- ' , - �d GNATiTRE : . i _ -�� CONSTRUCTION PERMIT NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE DATE 5-27-93 �n�� ,. PERMIT NO. '" - - � tow� o rai ,� 1 TYPE OF CONSTRUCTION I II Iil I V V department of community development 2.00CUPANCYGROUP A B E H I R M BUILDING TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT ❑ BUILDING n PL.UMBING ❑ ELECTRICAL iJ FC�l�Iy�ATiON ❑ MECHANICAL � LEGAL LOT BLK _� DESC. FILING JOB NAME: OWNER NAME Town nf __�Jai 1 _ MAI ADDRESS 75 S. Fron1 CITY PH ARCHITECT FIRM MAIL ADDRESS � CITY PH GENERAL FIRM Ace Roofing CONTRACTOR TOWN OF VAIL REG. NO. 12�-5 945-5366 ELECTRICAL �ONTRACTOR TOWN OF VAIL REG. NO. PLUMBING TOWN OF VAIL REG. NO. CONTRACTOR M ECHAN ICAL CONTRACTOR TOWN OF VAIL REG. NO. OTHER � FIRM TOWN OF VAIL REG. NO. CONTRACTOR TE�E. Z EIECTRICAL DIVISION 1 2 2a 3 4 O GENERAL DESCRIPTION OF WORK : � PLUMBING > MECHANICAL ot e TYPE GROUP G.R.F.A. VALUATION PERMIT FEES BUILDING PERMIT PLAN CNECK ELECTRICAL NEW ( ) ALTERATION ( ) ADDITIONAL ( ) RFPAIR ( ) PLUMBING DWFLLING UNITS ___—__ ACCOMMODATION UNITS MECHANICAL HEIGHT IN FT -- NO. F!REPLACES RECREATION FEE INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD FLOOR CLEAN-UP DEPOSIT EXT. WALLS _ USE TAX ROOF TYPE E�EC. _ �AS __ TOTAL PERMIT FEES p OF SOLAR WOOD HEAT t� � �Clat�-el� �-2�--93 — — DATE — — — — — ADDITIONAL PERMITS NEEDED: BUILDI �F Y N INITIAL ST. CUT _ _ ONING ADMINISTRATOR DATE BLAS7ING ZONING 8 BUILDING NOTES: PARKING DEMO I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate piot pian, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. � > Clean up deposit refund to: � �,� SIGNATURE OWN R OR CONTRACT FOR HIMSELF AND THE O ER. ��: � TOWN OF VAIL CONSTRUCTION PERMIT APPLIC TION, FORM DATE • .� 2� � � �EC'D ��A� �' ;p i`�'f�`` �' � c� � d APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ***************************** PERMIT INFORMATION ***************************** [ �-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [X]-Other /- Job Name :�� iV1L i�-i ri�,t U Y c�� . "�1 Job Address : �� l �i'�'�''` fi� � �� Legal Description: Lot Block Filing Owners Name : �(? W U's � � �Gi, � ( Address : �� .� � � `^ �� ph • 7 f �-17 � Architect: � A Address: �� Ph• �� General Description: �e ��4� � ��fl � � Work Class: [ �-New [ ]-Alteration [ )-Additional �]-Repair [ ]-Other Number of Dwelling Units: Number of Accommodation Units: N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet ********************************* VALUATIONS ********************************* BUILDING: � ELECTRICAL: # OTHER: � �� 1�� ''�` PLUMBING : $ MECHANICAL: $ TOTAL: � `�-�:�,� d � � ��: <- � *************************** CONTRACTOR INFORMATION *************************** eneral Contractor: /a' Ce ��0 ��- I�^-� Town of Vail Reg. NO. I Z 7~ 5 Address : �o�t Z76 G (�• w�-a-� 'SVnti•e, � �5 ( � �'�-- Phone Number: �j4�� S3e6 Electrical Contractor: Address: Plumbing Contractor: Address: Mechanical Contractor: Address: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: ******************************** FOR OFFICE USE ******************************* BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE: TOTAL PERMIT FEES: �' � ,. °" �, , `" - w. � . ,� , TYPE GROUP SQ.FT. VALUATION BUILDING: /,., .-1�' _ :"� SIGNATURE: � ZONING: SIGNATURE: Comments: CLEAN IIP DEP.OSIT REF[TND T0: F�K � ..h.t , .. . , .. .. , p � ' . . . � . . . .. : � f �pd;57'� i�r , .ri � Y ��'x�� Project Name: Project Description: Contact Person and Phone S� Project Application Date r � �<- � � �L ��' Q $�l Yo� �^ nGc-�z� , s: �-� � �--�� ll�o �J - % � lk-,. �r ._ ? 1 L,.� Owner, Address and Phone: u""� '� `' — �� / c � �/�,� Architect, Address and Phone: Legai Description: Lot Comments: Block Filing , Zone Design Review Board Motion by: ^^ Seconded by: � f "�� W �`"� APPROVAL �—� Date � S` �%�° DISAPPROVAL ��%��ir��/��i3iii•�i/i+��►�r.r� ��.r��-.� ; Town Planner f Date: � � ❑ Staff Approval � � �vu�E TOWN DF��C�S N!7 Ir'1 �N NL o� g�c.1 � Item No. 7: A request for a conditional use permit and a �eight variance in order to construct an antenna at �he Vail Municipal Building, 75 South Frontaqe Road. Applicant: Town of Vail Police Department Andy Knudtsen explained that the Police Department proposed to build a tower for a new antenna and microwave dish as part of an improvement to the Emergency Services Communication System. The tower would be 40 feet tall with a 10 foot antenna on top for a total of 50 feet in height. The staff felt that the proposal would have minimal negative impacts and that the overall project would improve the character of the area. The staff recommendation was for approval with conditions as stated in the memo. Kathy Warren felt that the mechanical equipment referred t� in the recommended conditions of approval was already supposed to have been removed. Ken Hughy agreed and apologized that it had not already been done. He assured Kathy that it would be done. Dalton Williams was concerned about the proposed height of the tower and Ken explained that he had looked into alternatives; however, cost and the lack of cooperation from the U.S. West building attributed to the proposed location. Ken commented that the long range plans were to relocate the police station and hopefully the move would include moving all the equipment. Kristan wanted the board to understand that the reason staff was recommending approval of the request was because the building was located in the Public Use district, not because the applicant was the Town of Vail. Ludwig stated that he had concerns, however, in light of the safety issues he felt he could support the project. Jim Shearer asked if there would be any guide wires and Ken responded "no." Jim then asked what the chances were of the Police Department adding other dishes in the future and Ken explained that there were no plans for additions in the near future. Jim pointed out that the paint color was an important issue for the Design Review Board to consider. Kathy Warren had no comments. Diana felt that the big trees salvaged from the parking structure renovation would be too big and would attract attention rather than divert attention to the tower. She would prefer to see aspens but felt it was a matter better left for the Design Review Board to review. 12 � � which included an attached two-car garage with a secondary, rental unit located above the garage which is required to be restricted per the Town's zoning code. Mike also explained that the lot was severely constrained by the limitations of the setbacks and the remaining buildable area was limited. The lot was also constrained by the existing topography; the average slope beneath the parking area and the proposed garage site was approximately 31�. The slope did allow the owners to construct a garage in the front setback without a variance. The variance was required due to the proposed secondary unit located above the garage. The staff recommendation was for approval. Staff believed the lot to be encumbered with a physical hardship and believed the siting of the garage had been designed in the most sensitive manner possible. John Perkins, representing the applicant, explained that the home was purchased with the intent of remodeling. The plan was to convert the duplex into one unit and add the garage and caretaker unit. He felt the key points were that the applicant was proposing to upgrade a property and add a much needed employee unit. Kathy Warren felt that the parking asphalt should be decreased to 40' compared to the proposed 50' width. Chuck Crist commented that he liked the plan as presented. Ludwig Kurz also liked the proposal. Jim Shearer agreed with Kathy that the driveway could be decreased in width and John Perkins felt he could adjust the width but felt 40' may be too small. Jim commented that it was part of the job as a Planning Commissioner to encourage upgrading, employee housing and covered parking. He could not see any negative impacts and therefore could support the proposal. Diana Donovan concurred with the board. In general, she felt that the PEC was beginning to be too easy with lots that had physical constraints. The zoning regulations were written to address the matters and should be adhered to. A motion to approve the requests per the staff inemo, with the condition that the DRB review the width of the drivewav to maintain as close to a 40' as possible, was made by Jim Shearer and seconded by Kathy Warren. VOTE: 6-0 IN FAVOR 11 � .;k: u � A motion to approve the conditional use permit per the staff memo and staff conditions as follows was made bv Ludwict Kurz and seconded by Jim Shearer. Conditions• 1. Remove unnecessary mechanical equipment on the roof; and 2. Repair the damaged fence on the northern property line; and 3. Buffer the tower by plantinq 3-5 trees; and 4. Paint the tower dish and antenna with a non- reflective, environmentally sensitive paint color per the Design Review Board approval. VOTE: 6-0 IN FAVOR Item No. 8: A request for a side yard setback variance at 4247 Columbine Drive, Unit #20, Bighorn Terrace. Applicant: John Nilsson Shelly Mello explained that the applicant was requesting a variance from the 20 ft. side and rear setback requirement to allow for the construction of a 101.25 sq. ft. addition on the north side of the building. The variance request was for an 11 ft. encroachment into the 20 ft. rear setback and a 15 ft. encroachment into the 20 ft. side yard setback. Bighorn Terrace is a nonconforming subdivision because it was annexed into the Town and zoned MDMF after it was established. The imposed setbacks greatly limit the locations of possible additions which would not require setback variances. The staff recommendation was for denial of the request. Staff acknowledged that other properties in the Bighorn Terrace subdivision had received setback variances and therefore the variance request was not a grant of special privilege and that although there were exceptions or extraordinary conditions applicable to the lot which did not generally apply to their properties in the same zone district, a minimum setback should be maintained in order to guarantee a minimum distance between buildings to insure public health , safety, and welfare as well as the fair treatment of all property owners within Bighorn Terrace. If the PEC were to approve the variance request, staff recommended the applicant be required to underground the electrical service from the service pole. 13 e • John Nilsson explained that he needed the space to make the home more habitable. He felt the "distance between buildings" rule was unfair since there were many homes much closer together. He felt the addition would improve the area by ridding the junk on his porch. Ludwig Kurz didn't feel the addition impacted neighboring properties in a negative way. He could not see denying the request with the amendment of the code still outstanding. Dalton Williams was also concerned about denying the request without formal policies being in force. He asked where the pole and lines were. He felt it was unreasonable to ask the applicant to underground the wires when it had not been asked in the past. Kristan and Shelly emphasized that when a variance is granted, many times there is a trade-off. In this case, the undergrounding of wires must begin somewhere. Dalton was not in favor of requiring the applicant to underground the wires. He felt he could support a condition that required the applicant to underground the wires at the time that 50� of the residents whose lines were located on the same pole undergrounded their wires. Chuck Crist had no problem supporting the variance requests. He was not in favor of requiring the applicant to underground the wires. He would rather see increased landscaping. Kathy Warren clarified that the addition would be where the existing deck was located. Because the deck was already there, she would be comfortable with the addition. She would also like to see the undergrounding of utilities. Jim Shearer asked how close the house was to the west and Shelly explained that the distance was 17' staggered but the deck enclosure would not increase the distance. Jim shared Dalton's feeling regarding the undergrounding of utilities though he did agree that the Town should get some type of trade-off in return for a variance. Diana agreed with Kathy Warren in that the utilities needed to be undergrounded. John Nilsson felt it was unfair to require him to underground the utilities until done by all. He explained tha�, within the last 6 months, there was a committee formed to try and have the lines undergrounded. The committee was unsuccessful. During his activity on the committee, the information he received was contrary. He understood one line at a time could not be 14 TO: FROM: � • Planning and Environmental Commission Community Development Department DATE: June 25, 1990 RE: A request for a conditional use permit for an antenna and tower to be located at 75 S. Frontage Road, Vail Municipal Building. Applicant: Town of Vail Police Department I. II. DESCRIPTION OF PROPOSED USE The applicant proposes to build a tower for a new antenna and microwave dish as part of an improvement to the Emergency Services Communication System. The tower will be 40 feet tall with a 10 foot antenna on top for a total of 50 feet in height. There will be one 2 foot diameter microwave dish located at a height of 35 feet. The triangular tower will be mounted on a 4 foot square, cement foundation located 17 feet north of the Council Chambers and 30 feet west of the existing Police Department tower and antenna (see attached site plan). The purpose of this project is to improve the Emergency Services Communication System. The center is currently housed within the Vail Police Department and provides emergency services to dispatching operations for eastern Eagle County. In order to send and receive signals on numerous frequencies from the center to the outlying transmitter sites, the Town currently uses a combination of antenna and cable connections. The new tower with the microwave dish will improve the system by eliminating much of the cable links. This proposal is a conditional use application because the Town Municipal Building is located in the Public Use zone and public service facilities are only allowed in that zone as a conditional use (See Section 18.36.030, F). The Town of Vail Zoning Code does not provide specific development standards for setbacks, height, site coverage etc. for the Public Use District. As a result, the PEC must use the criteria found in the conditional use section of the code to determine if the proposal is reasonable. CRITERIA AND FINDINGS Upon review of Section 18.60, the Community Development Department recommends approval of the conditional use permit based upon the following factors: 1 Y ;} • � e A. Consideration of Factors: 1. RelationshiD and impact of the use on development obiectives of the Town. The proposed use is consistent with the purpose and general provisions of the Zoning Code Section 18.02.020, 82 concerning safety and the need for emergency communication systems. That section of the code states that: "These regulations are intended to achieve the following more specific purposes: 2. To secure safety from fire, panic, flood, avalanche, accumulation of snow, and other dangerous conditions;" 2. The effect of the use on liqht and air. distribution of population. transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities needs. Since the tower and new equipment will improve emergency service to eastern Eagle County, the planning staff believes that the use will have a positive effect on the above referenced Town services. 3. Effect upon traffic with particular reference to conctestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the street and parkinq areas. This project will have no affect on any of the above criteria. 4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. The character of the area is automobile oriented as it is surrounded by I-70 to the north, Vail Road to the east, and the South Frontage Road to the south. The antenna will be primarily visible from the interstate and the exit ramp. Staff looked at other options for the tower location during the review. However, a key factor in the 2 e � �; -.a,, 0 discussions is the minimum height of the microwave dish necessary to align with the microwave dish mounted on Vail Mountain. As a result, this proposed location, which has the highest elevation, results in the shortest tower. The north side of the building is also a good location for the new tower because it is the least visible. It will, however, be visible from both the east and west bound traffic lanes on I-70. In an effort to make this area of the Town Municipal Complex as attractive as possible to drivers on I-70, approval of this project will be contingent upon the Police Department improving the area in three ways. A platform used to measure air quality will be removed since there is now a newer apparatus on the roof for this function. The Police Department will also repair the chainlink fence along the northern boundary of the site. The third improvement to the character of the area will be new trees planted to buffer the area. Staff has discussed a plan for 3-5 trees to be planted in the State Highway right-of- way and will work with the Colorado Division of Highways for their approval to use the right-of- way. IV. FINDINGS The Planning and Environmental Commission shall make the followinq findinas before grantinq a conditional use permit: A. That the proposed location of the use in accord with the purposes of this Ordinance and the purposes of the district in which the site is located. B. That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. C. That the proposed use would comply with each of the applicable provisions of this Ordinance. . ; ,�. � 1 �.1 3 � .... _, . :��3� . T .. . . . ... . . . :�. .. , b�._ r� i . � V. � STAFF RECOMMENDATIONS The Planning Staff believes that this proposal will have minimal negative impacts and that the overall project will improve the character of the area. Therefore, staff recommends approval of this conditional use permit with the following conditions. Prior to operating the newly installed equipment the applicant shall: l. 2. Remove unnecessary mechanical equipment on the roof; Repair the damaged fence on the norther property line; 3. Buffer the tower by planting 3-5 trees; d��, � 4. Paint the tower, dish, and antenna with a�on- �`� � reflective paint color. v �� i1 �U 40 , -I �.,�,. �I � o' �.-�-+t,.�,` 1�� 30 �� .�� z' d; �►.� G(�, 3 s�',�,�, Iss�s s � � � °�'� '`�-�','�, ; ��,.. f Ia tu.�' wt W�-s � 1M.o.i�.. � '°""'-�' G�3 4�y-Z4, L� c�� y.,,.� 5� J Y - �„ � c� �'t' '�'�` v°`'��.y �,��M,s � �� s I� I-�.�. +� le�} �,s,.� � �� 4 �r,� � �+rxrn 5,�.c. �;s�6;1,1,� {, �,,,� ra„ry, � ;�,�,,,{p,{�,� ,� Il�. P. D. w- � 1 �-� '� ; ,.�.im�„�.-,,,,� ,�„ � � /l,f�(N � � w0 G �(�.4�,Q� S tx.C7 -�[��ticJ'L/1 �+t ' IJ �� 1� � �.t.c�-[ �nrt �tt.c-rr..ti..�- -,� Y. n n.r5�.-z �� , � . ' � , G�'t LLri i G� ;(�L,� �,s�i �� 5;{�af�u�. �j,-� . ) � ' A , , �v�� .' � J � � `d� � / �`�c u,/'rh_ � . s ` v.v. v r-.vv�.vv �.vr.v � � �� _ .� « � � � � �.. � � a � � �° ^_., � � � � � 3 �- � � -� � .� �v � � � S - �— c� � �� _ � `rQ �6 � � � �- � � � � �� J � � � 1/16"=1'p" u1EST EVEV. � � . �. ` -\ �'p J't � '�1 � �,_." �� t.r �'y,:;`.. ., 7 V, � ^ . T - ~, . . �. .. . a � �� y� . ' ` � / �� ,y� � J�� g�e r5 ��, � i . �� e,� `�� ;� � � � �� G c� �` L� �� ..� t �� r� � ��'�;�,�� d �L� �ti�� v L' �'Jr. "- .� ,�Cqt�G•li � jl��V�1C�}.j; �iC`�. � � _ . �;��t;��/n �----- � � / ( ��"'`�c� ��,�� __ � ----�.-------- - __ __ ______ -_. i ��,� ,, � / / � �� ' � r . �� Sf'�'� C �ti' � ��LY_rb �,D� � ��, J . �. I. h <� siC � k .`-�i(�; . ��'��: �� F l�J revised 6/18/91 DRB APPLICATION - TOWN OF VAIL, COLORADO DATE APPLICATION RECEIVED: DATE OF DRB MEETING: ********** THIS APPLICATION WILL NOT BE ACCEPTED UNTIL ALL REQUIRED INFORMATION IS SUBMITTED ********** PROJECT INFORMATION: A. DESCRIPTION: �C7C%�_/,tJ G f/9nJ S f" L� � � <� � �'�% �"� �4 � � ��v,� � B. TYPE OF REVIEW: New Construction ($200.00) Minor Alteration ($20.00) Addition ($50.00) Conceptual Review ($0) C . ADDRESS : �!'�C�l,J' �UILG�/-�l � � ,7 � S . F �CL��J T/1-� .G' �',� D. LEGAL DESCRIPTION: Lot Block Subdivision If property is described by a meets and bounds legal description, please provide on a separate sheet and attach to this application. E. ZONING: F. LOT AREA: If required, applicant must provide a current stamped survey showing lot area. G. NAME OF APPLICANT: � I F� '►(, Mailing Address:_74 5. I'�c.J%4C/� � If R-i(. ��O �6 S � Phone y � G- Z/ Z�` H. NAME OF APPLICANT�S REPRESENTATIVE: Mailing Address: Phone I. NAME OF OWNERS: •�7'/� 7�'O r�?r,��<j', �z�cco Co/a; J . � /l.��p�ae.��% ��; �r�� C�,�''" x . o�e w��c�; �S� �� /�? < -�i `� •= _ * S I GNATURE ( S ) : Mailing Addres Phone Condominium Approval if applicable. DRB FEE: DRB fees, as shown above, are to be paic�� at the time of submittal of DRB application. Later, when applying for a building permit, please identify t=ze accurate valuation of the proposal. The Town of '»ail will adjust the fee according to the table below, to ensure the correct fee is paid. FEE SCHEDULE: VALUATION $ 0 - $ 10, 000 $ 10, 001 - $ 50, 0�0 $ 50, 001 - $ 150, 000 $150,001 - $ 50Q,000 $500,001 - $1,000,000 $ Over $]., 000, 000 FEE PAID: $ FEE $ 20.00 $ 50.00 $100.00 $200.00 $400.00 $500.00 *NO A.PPLICATION WILL BE PROCESSED WITHOUT OWNER'S SIGNATURE 1 - Project Name: Project Descriptfon: Contact Person and Phone �!,�! .r�n, Project Application � narA ,., Owner, Address and Phone: Architect, Address and Phone: Legal Description: Lot Comments: Motion by: _ Seconded by: Summary: ��^ �� Date APPROVAL / Tow lanner lf�� 1 Block , Filing , Zone Design Review Board . Date DISAPPROVAL � Staff Approval „ , _, ,. � ,.:� �',�pE�►+� �.�..es:: _ y, .�� ".. � r � . � � � f,i • $ � Project Application Date !"�.'—T� 1',,��"' ��,/ r-� ,j. -_/ Project Name: L�/�/•OG?� �fKI�/79–"7`� `� ��l`"l�c��GC.I/��'��fJ7�' � .0/z°(//(llG,„� ” Project Description: i i>� ��d��% ��J..�ir G^��/i�o ' Contact Person and Phone �� /��`r'f��' ��'� � `�`��'� i ,�h�ze. " �7 i �/� � Owner, Address and Phone: Architect, Address and Phone: u� ,(�h�� /��rrQ� �a,�,�/� /a�� _�i e _ si e ..s: y�ar� �, c.�:� P�;� r ��/E � /v'Ar' p Legal Description: Lot ,�lock , Filing , Zone �� Comments: �� ; ;'F /'�� C cx� Motion by: C��• �m� Seconded by: 7� ��' ""� APPROVAL 0 Design Review Board �t7 �i�'? j� �,C�'?.� (/'u�% ..5" U �G',�. Cvof� 0 Summary: �� _ ''...., ._y . �`� �� l Town Planner Date: ' �-y�� 2 � .s i�P;�'//,� .:�'"i'F1.flc"J�f� :?.�, GGd/ll�"c'.,fi,� /�S �_ ��-r=n � a� �r C=-�-° �� f�'�c t�� . Date �'�'6 �, %y�Z DISAPPROVAL � � . � r - � 1' l r ..i �r� ,r III�' , � U'%./ it _��i / /L ❑ Staff Approval � � .�. '� Project Application Date � ' �'� �� Project Name: �, (a%i/G/ _?� .�JG/l%(i��/�j - �iJO�//%ci ��''/1� ��/�� Ofi�Dul�/ f�//" G�O�?l�"��'��/ `%�` Project Description: %� e-' �r'�71� s� �'�� /)�D%�� i?r`'i�7� o� �r�" Clr,� L�i�a�7/i>cl G''/7i� '�i c' �- ,� Q � .. ;� Contact Person and Phone �V�lf�� / ��; u 7 % C.'• ! "7F � � � o��c� C�' '`.S..i �� "</ . / �`� � Owner, Address and Phone: �� -� r� ��`��`� �" —,� �� `�� Architect, Address and Phone: ur�pinf�� r�� / i ��r-� �r �a r��r,�' L a� � Legal Description: Lot� �4� � ��'f ��-s7� , Filing � f �e , Zone p � Comments: ��/7!� � f� �: �UC'C77�'C7 //z c�/?%C �'/'�`CL Gl.S lLC3.l ✓,D/c`'!//�rl�� Li'i�r �'47�.� ,✓. !-: ��i� C/.�1,� � 6.� �� Ur��'/�-,� i`'�af' arr��r7� �� a f= �� --�', -� �-��r�c�� ,�I ��}' �.S�i �°�%�Or�7 /'',��i it�'/�� /7l�f ��r�� T �fC CI�/' G'D-�l��jo��/i�;; ,.�— �� -,' :�'� / - � t'`'- Motion by: Seconded by: APPROVAL Design Review Board ,� �,� . .�.�� Date DISAPPROVAL Summary: L%/J/� /U, �c (� �,�� G%G�U!'' TI� �`i"k�7�G'%> L�D�O/`' U� G�1�%/�'r�'<i>� d`r2-��"�f1 w,�� L/r,�= ,�� r�� - ' f�' � / . � u � ii � s.�,-� ��.z� � � -,,�'� a� -�l�irs l�rar' .�'rs.�� .�-� � ��1c�. 7 � il�/is , �- ;, ` . ,�. ; . J ; ._��..��,/ \,� Town Planner ,�J Staff Approval / \ ,-- , - � - �`� i;/;: %�,%,�'f, Date: � ' � „ . . __ _ ,....., �___.__ __ __..�__.__ _ _. _ _n.._...�.. ..k,,,,.,,.,,�,�...,,.., , � - • , End view (all sizes) �uNCrwr+ eox CONTROL BOX KIT DRAIN VENT -� _ _' � 56 DIA. ANCMOH NOLES � C D — 75 � l5 ii 75 � ].5 GCM -019, -022, -025 GCM -003 & -005 � _ _ _ _' p B � �-- 7/ 71 {�--18.17 I GCM -007 Reversible leg brace (all sizes) i i �-------1--------L------ A � � 129.7� D5.)� Table 8. i• i• � �^-- E�E-tv1-- -__ __ _--� -010, 014, 016 Dimensional & Nhysical Data is subject to change Consult factory or represent�tive be(ore commencin}; conslruction lor certified drawinhti Pum Packa es p g i� Electrical Data Pump Package, Single/ Dual Pump ELECTRICAL DATA G� 230/3/60• HP FLA/RLA MCA MOP 1 3.6 4.5 14.4 1 '/_� 4.8 6.0 19.2 2 6.4 8.0 25.6 3 8.0 10.0 32.0 5 12.0 15.0 48.0 'for 460 volt power data multiply by 0.5. Suction Discharge HP Size, NPT Size, NPT 1 1.25 1 1 '/_� 1.2 $ 1 2 1.25 1 3 2 1.5 PUMP PERFORMANCE CURVES . ,,, . �, w..o.,, ry..,�,� r�a w�ov[ cu�vn �vencer rurn us�o o� •rnu� G�rGO��wwt[� IMfTAllAT10Ni. /011 (lt4CT f1ZING D�1T11 consu�r rweoer s��n [we��[[�. Curve No. 1— 1 HP Curve No. 4— 3 HP Curve No. 2— 1'/: HP Curve No. 5— 5 HP Curve No. 3— 2 HP �� / Itr L �� :� 1 ;:t =rx . .v� - .• � , , . • Project Application Project Name: MUNICtPAL BUILllING �IAtN E�TRANCE Project Description: ��a�TER RENOVATIO�v Contact Person and Phone rOHD OPPENHEIME?t i't l'av {; i�? Y� V ri �:: �+ �`3 --'�'. l 61 Owner, Address and Phone: T(�WN OF VA.',. Architect, Address and Phone: Legal Description: Lot Comments: Motion by: _ Seconded by: APPROVAL Summary: � f To/.�'FJlanner ( � C_�-, Date: ;r;�.�:, �1, i�'.?i} Block Filing Design Review Board .. r:r' Date 1 ±"; - �' ;a , 1990 Date DISAPPROVAL SJaff Approval Zone �^"•�s ► �... Bob Benedict, representing the owners, stated that he had arranged a meeting on the site with a local nursery to see what trees could be saved without damaging the roots. Hobbs moved and Hopkins seconded to approve the request with the two conditions listed above and in the staff inemo of 9/8/86. The vote was 6-0 in favor. ___..__ .. _. 4. Re uest for a hei ht variance in order to instaTl a satellite receivi dish on the Uail Police De artment area of the Vail Munici al Buildin at 75 South Frontage Road. �_.�' Ap p 1 i can t: Town o f Va i 1 �-----------�--°"' Tom Braun explained that the Police Department needed the radio antenna in order to function properly. Curt Ufkes, Chief of Police, stated that the Police Department had not installed the antenna, but were anxious to do so. Diana Donovan suggested the antenna be painted to match the building (to be suggested to the DRB). She stated that she would not approve the antenna for a residence, but since this was for public safety reasons, she would approve the request. Viele moved and Hobbs seconded to approve the request per the staff inemo dated 9/8/86. The vote was 6-0 in favor.- 5. Request to apply Greenbelt and Natural Open Space zonin to an unzoned parcel of land located on the North Frontage Road and bonded on two sides by Breakaway West Condominiums. Applicant: Town of Vail Peter Patten explained that there had been a change in process. The Town would remove their proposal to zone the property, and the owner will request to receive zoning and a minor subdivision. The applicant planned to request Parking zoning and have a parking lot for 10-11 cars. It was announced that there would be a joint meeting with the Town Council on September 30 concerning the Vail Village Master Plan. The review of the Land Use Plan is scheduled for September 22. Diana Donovan asked if the PEC could receive copies of the Land Use Plan by the Friday before the meeting, and was told copies would be delivered then, unless changes were made at a meeting on the 18th. - Duane Piper reported that at the last DRB meeting, the DRB denied a design for unconnected primary/secondary units. This was to be appealed at the Council meeting on September 16, with a possible change to the ordinance. The DRB is asking the Council for guidelines. pec 9/8/86 -2- � , �- � �.� � _< 4," r�� ` ,5 " . °sae� �� ... � ��... ,; ' �� w�� Rf� 4 �a'i � �,� � � ��t�`"r �,�. Ey#� � . . . . �I��'��,.a,s �''� --�'" � . - � . . � . ��'#:�� - . � �"� � �,� � �.a .. � � .. - . � - �. � .. � � � � - �� fi � .. .. . . . .. ,-.;.-\��_ .. -,--- -. -.. ��. CONSTRUCTION PERMIT NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE �� DATE DEC. } y�p g` '' PERMIT NO. � " `" ' F`' `A 1011ll O YUI 1. TYPE OF CONSTRUCTION I 11 III I V V department of community development 2.00CUPANCYGROUP A B E H I R M BUILDING 2 000 TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMI TYPE OF PERMIT � BUILDING � ELECTRICAL � MECHANICAL �]X PLUMBING ❑ FOUNDATION ❑ LEGAL LOT BLK DESC. FILING JOB NAME: V.V.I. PHASE 5 PRESS HQ OWNER NAME TOWN OF VAIL MAILADDRESS 75 S FRONTAGE RD. CITY VAIL PH.479-2100 ARCHITECT FIRM VAIL VALLEY FOUNDATION MAIL ADDRESS CITY PH. GENERAL FIRM D.V.C.��. .� . � ��Ati�5� '�. CONTRACTOR TOWN OF VA�L REG. NO. ��°-� 476-3082 TELE. F1gM NEW ELECTRIC ELECTRICAL 110-E CONTRACTOR TOWN OF VAIL REG. NO. 949-4651 TELE. FIRM COLO. PLUMBING SERVICE PLUMBING 129_P CONTRACTOR TOWN OF VAIL REG. NO. TE�E. 945-9809 FIRM MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. OTHER FIRM TOWN OF VAIL REG. NO. CONTRACTOR TELE. the printery/vail T DIVISION 1 2 2a 3 4 o ELECTRICAL 4 �� GENERAL DESCRIPTION OF WORK : � PLUMB�NG 2� OOO TEMP. SETUP FOR THE WORLD > MECHANICAL 2,000 CHAMPIONSHIPS. T�TAL 10,000 TYPE GROUP G.R.F.A. VALUATION PERMIT FEES 10,�� _1 BUILDING PERMIT 117 �� PLAN CHECK �( � �, � �� r� , ELECTRICAL ( 8 - NEW ( ) ALTERATION ( ) ADDITIONAL ( ) REPAIR ( ) PLUMBING 20 DWELLINGUNITS�TEMP� ACCOMMODATIONUNITS MECHANICAL 30 HEIGHT IN FT. NO. FIREPLACES RECREATION FEE INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD FLOOR l� CLEAN-UP DEPOSIT EXT. WALLS -- 1JONE - � USE TAX � ROOF �' � TYPE ELEC. � GAS TOTAL PERMIT FEES $ 411 .00 � OF SOLAR /t �, WOOD HEAT GARY MURRAIN DEC. 21, 1988 ADDITIONAL PERMITS E BUILDING OFFICIAL � DATE � � Y N INITIAL ST. CUT ��, g ONING ADMINISTRATOR DATE BLASTING ^ / �� V X ZONING & BUILDING NOTES: PARKING � � a X ***NOTE:: FOR TEMP. USE ONLY FOR 60 DAYS. DEMO � �� I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other inan �h �T n applicable thereto. CLEAN-UP T0: 1� V � �J'� � /� - ------- � .�/ � �B,Z SIGNATURE F OWNER OR CONTRACTOR FOR HIMSELF / Of� � � J.' l`7 ��"o'�--�%�� AND THE OWNER. \� CONSTRUCTION PERMIT DATEE — COPY OF PERMIT TO BE KEPT ON JOBSITE _ �� APRIL 21, 1988 o d � � ,y PERMIT NO. i,..� �� y L E-� tow� o rai 1 TYPE OF CONSiRUCTION I II III 1 V V department of community development 2.00CUPANCY GROUP A B E H I R M BUILDING TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT �XBUILDING ❑ PLUMBING � ELECTRICAL ❑ FOUNDATION � MECHANICAL ❑ LEGAL LOT BLK DESC. FILING JOB NAME: TOV COMMUNITY DEVELOP. REMOD OWNER NAME TOWN OF VIAL MAILADDRESS �5 S. FRONTAGE RD CITY VAIL pH. 6-%OOO ARCHITECT FIRM TOV BUILDING DEPT. MAILADDRESS �S S. FRONTAGE RO CITY VAIL PH. E)-�OOO FIRM SULLIVAN-WOOD COHHT. GENERAL 169-B CONTRACTOR TOWN OF VAIL REG. NO. 949-4143 TELE. TOWN OF VAIL FIRM ELECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. 4�6-�� FIRM PLUMBING CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. OTHER FIRM TOWN OF VAIL REG. NO. CONTRACTOR TELE. the printery/vail Z ELECTRICAL DIVISION 1 2 2a 3 4 O GENERAL DESCRIPTION OF WORK : a PLUMBIN� REMODEL � OF OFFICE AND 2ND FLOOR � ADDITION. > MECHANICAI TYPE GROUP G.R.F.A. VALUATION PERMIT FEES V B-2 ---- ----- BUILDING PERMIT PLAN CHECK ELECTRICAL NEW ( ) ALTERATION ( ) ADDITIONAL ( ) REPAIR ( ) PLUMBING DWELLINGUNITS ACCOMMODATIONUNITS MECHANICAL EEFEES WAVED*** HEIGHT IN FT. NO. FIREPLACES RECREATION FEE INSULATION: TYPE THiCKNESS R-VAL�UE DESIGN REVIEW BOARD FLOOR CLEAN-UP DEPOSIT EXT. WALLS USE TAX ROOF TYPE ELEC. GAS TOTAL PERMIT F S OF SOLAR WOOD HEAT GARY MURRAIN J E NORRIS _�ARIL 21, 1988 ADDITIONAL PERMITS NEEDED: BUILDING OFFICIAL DATE Y N INIT � PETER PATTEN ST. CUT � ONING ADMINiSTRATOR DATE B�ASTING ZONING & BUILDING NOTES: PARKING DEMO I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and othe inan s of the Town applicable thereto. �� ti � S NATURE F OWNER OR CONTRACTOR FOR HIMSELF ND THE 01NNER. �`� , � . �` "�s: �-p�,._ r,i � ,�r- ... , . . : ''� ��' < <?�z .k`�. . .. . . - ;, .: � - r �. ��.. ,: , . , , . � , . , _ .... . _ �,,r . . , � ;� 3 � ,� � � _ Project Name: Project Descrip Project Application � / � �:� . nata j i Z , ' ` ' Owner Address and Phone: Architect Address and Phone: Legal Description: Lot Zone: Zoning Approved: , Block , Filing Design Review Board Motion by: ��i.�'��%,��g'�CT M1 � �y-'} r < Seconded by� ' ^. _ �L ��;:�' �,°"'�-�� 'ri`r'- r. a � '—...`,.,,` �� _ - �.,/r:-�°,�:°'�(F'�RQVAL �; �= ` '�-- — ,.!". _.-.._-.�",' strat�or Date 1�-� �� -��f�+; Date: Date ;'`� i� �: � DISAPPROVAL ��,�` .,� ,� d✓'-,.�A�- ,,. ° .�.." s'�'"��;: 2, -r�" Chief Building Official ihe printery/vail � .. .:,+;1. e r "f:'7y . "R.�..?e:?4Fla f't�+e x 4 i,�,'Ni/,:`wo-dY� �°�9 .:�:�, �.r"�W I�°';'r.fY:J" �. � fi[ .�'*."a.�c .�f+d'�-.r °.h 3 i�l�� r ty3'i+:r �� "� � � �,��' � ��+ �� ? � � � � � # y Project Application ; Date Project Name: � ' �✓� '' � ' v ' ' - `--' ' ,� i �,'�N'/ �,1,�� ✓� �'�,� �°� � f.�� Project Description: � Contact Person and Phone Owner, Address and Phone: Architect, Address and Phone: Legal Description: Lot , Block , Filing Comments: Motion by: _ Seconded by: APPROVAL Summary: , Zone Design Review Board �r� �A-� Date '-�f Town Planner Date DISAPPROVAL ❑ Staff Approval ihe D��ery/vail , .>: r� .: ,. , � � �.� ,� .,� �; ; �, � <.; : � � � �,- � �: r�: ,,�x ,�M . � : � �.. .::r +�'�;��g ' ..� ,�a` w � ��' '+,6. �. G 0 Project Name: L Project Description: Pro�ect Appiication Owner Address and Phone: ��l%��"f'� �.� �' `��/.�� f ' t�'>�. �� ,. �� Architect Address and Phone: ��/�� `��'�� ,``-� �"tj� :f"' � � :��'� Legal Description: Lot Zone: Zoning Approved: :� ," ,, r�'•;',� y�i ��lo�k� % �_ /.>.t`��Frlira�'�-`�%�' �-r, Date � �',� :.. ��" � . � - x,�c �. y,;- �esign Review Board ;� � :�� : ,%� Date -� ��' � Motion by: e"� � � :'.iY ' Seconded by: - ''�`=--'' � .:'- /it.;,�w�:'� - APPROVAL - _ _- . . ,.,'" ,.fi F? Summary:�,`:= 3 •j,�; � 'rJ( J , � . ; ':.j ' Zoning Administrator Date: Date: DISAPPROVAL Chief Building Official Iha pdntery/vail �..,� ,, ' " /J�� r Project Name: Project Description: Owner Address and Phone: Architect Address and Phone: Legal Description: Lot Zone: Zoning Approved: _ � �,�-��c �� r ; y"'`,.,',r c�: r+. , Block � , �..,� wiw�a«�. ,�,..�;a.,,�. ...:��* � , .. . . > . . '' ' !�� Project Application ; : ;. � , . , Date `�--> -' ,,�_.. / / �. r � (/C�r.�p �/��!i�,.C('.(.�-�� , � , Filing Design Review Board �;� � .�� , � � Y; ;,�. Date �� - � � r r� � � -- % ✓— Motion by: Seconded by: APPROVAL Summary: Zoning Administrator Date: Date: DISAPPROVAL Chief Building Official Ihe printery�vail _ k ,•,"�`, . - � .�. ..:.i..R. Y .�; _.. • ' . .... . . . , . . .2. � .. ... ' ' ' � � � � Project Application Project Name: ' ,� � � i �,"� ��L.-. / Project Description: '� �J �� "'J �' Owner Address and Phone: Architect Address and Phone: Legal Description: Lot Zone: Zoning Approved: — Motion by: _ Seconded by: ;; �,, Summary: /f F �' a Date , Block APPROVAL � – �:. ,.` Zoning Administrator ; :� .. Date ' � ' . �� x � � y � �/ r , Filing Or �` y;,; ,� . �' � �``% +-�� ,� Design Review Board Date `� y �� - �E':.�r , :�i". 1 ,,,�, t Date: DISAPPROVAL � rr , Chief Building Official the printeryrval I � - . ' " . . . . � �r...�a,.:., �.:.:.�,..r�:.�y.;: . �� Project Name: Project Description: Owner Address and Phone: Architect Address and Phone: Legal Description: Lot Zone: Zoning Approved: — Motion by: _ Seconded by: Summary: , • APPROVAL , Block ��%y� ' !^�'`;.`��`. � :. }dl..'xl?W�y .�- �•.4 Y.x..s .:..�p, ..:p...,.a,_:�,.ypr.-i�iV'i��e,,, � .,r.. y. .....�..,..,� ;..q...,. .. . � ..tiaR'�±viL4, .. � _. . ..,4. , , .. . �i .. dki� Project Appiication , �- � � . -f Date ��r � � N � i . .. . . 9 f . /. . V�.. , Filing V `�1 t:.�� ( �� • � � , . r ,` .,1 -� e'ii rr-t�. /)� c _ t� ,..t'! Design Review Board �;l-�,�C°�z� Zoning Administrator Date: - Date: Date DISAPPROVAL Chief Building Official ..� � � � r � t — MEMORANDUM -;, T0: ) Stan Bernstei n t:;;.�. (2) Bob Manzanares �� (3) Kent Rose FROM� Ben Strahan DATE: September 15, 1975 RE: Soils Investigation for the Municipal Building Please find attached a copy of the Soils Investigation on our Municipal Building in regards to the cracks in the floors and walls. Aslo find a copy of a letter from "Denver Metro Mudjack, Inc." for the repair thereof. I feel it imperative to proceed as soon as possible with the recommendations before we go through another winter and spring. If you have any questions, please contact me. /jk cc: Jim Lamont '''� �,, ,.� � � � � � J � DENVER METRO M'UDJACK, jNC. 1 1575 N. WADSWORTH BIVD. BROOMFIEl.O, COLO. 80Or20 PNONE 469-1 136 Sept. 11, 1975 Town of Vail Colo. Att'n. Mr. B. Strahan Reference Municipal Building. Mudjack North, and West walls, and underpin the rear entrance. We estimate that it will take 8 to 12 days to complete . Our daily rate is $570.00, plus travel, 115 miles @$1.00 per mile. This will be for a 3 man crew. The estimate of 8-12 days is an estimate, and in the event that it takes longer, we would need further authorization from Mr. Strahan. Rather than work five eight hour days, we would expect to work four Ten � hour days, to give the men a longer week end with their families. Our terms are net payable upon completion of the work. Our work is guar- anteed, and we appr�ciate your confidence. � If any city permits or licenses are neeessary they will be your expense. .Any questions should be referred to Mr. Samson Bandimere at this office. Thank You For Calling Den r Metro Mud Jack Co. Inc. � .� C� </��,.� ��-� � � P.S. to clarify the mileage figure. �fi,� The 1.00 per mile is for both ways, in other words $230.00 � kw �� . . � . , . . ' . � . . s�� ' � � � ,rt 4 � 'rewFr .. � r�. _ . . . . . . . . . . . . � . . . � . y.;:ia��:., � . . . , . . . . � � � '� � SUBSURFACE INVESTIGATION EXISTING MUNICIPAL BUIL.DING VAIL, COL.ORADO PREPARED FOR: TOWN OF VAIL P. 0. Box ioo VAIL, COLORADO 81657 ATTN� MR. BEN STRAHAN BUILDING INSPECTOR PROJECT N0. 669 8/6/75 : � � � lV � C � � a.., � � � �0 � Q� � � �` � � � O � .� � ... .. .. .•. . . .. ... i��l � •. •• �� 1031 south frontage road west ,�`'� p o. box 'K�44 � vaJ • cobrado • b1657 �0� • 4� • 0297 So�l � f oundation engineering ,, •, AUGUST 6, 1975 REs INSPECTION OF EXISTING MUNICIPAL BUII.DING TOWN 0� VAIL EAGL.E COUNTY � COLO�tADO PROJECT NO. 669 I-75-4-24 il) THE EXISTING STRUCTURE IS EXPERIENCING SEl'TLEMENT DUE TO THE PRESENCE OF RELATIVELY SO�T. LOW DENSITY, NIGH MOISTURE CONTENT 50ILS LOCATED BENEATH THE SPREAD FOOTING FOUNDATIONS. 2) SETTI.EMENT OF THE BEARING MATERIALS BENEATH THE FOUNDATION IS PROBABL.Y BEFNG ACCEL.ERATED BY MOISTURE ACCUMULATION BELOW FOUNDATION LEVELS. 3) IN OUR OPINION. AN ATTEMPT SHOULD BE MADE TO REDUCE OR TERMINATE THE SETTLEMENT OF THE SPREAD FOOTING FOUNDATIONS BY A PRESSURE GROUTING (MUO JACKING) PROCEDUR�. 4) IN CONJUNCTION WITH THE GROUTING (MUD JACKING) PROCEDURE. SURFACE DRAINAGE SHOUL.D BE IMPROVED ALONG THE NORTH AND EAST �IAl.L5 OF THE EXIS7ING S7RUCTURE. 5) IF SUBSEQUENT OBSERVATIONS REVEAI. THAT THE MUD JACKING PROCEDURE AND SURFAGE DRAINAGE CHANGES HAVE NOT BEEN `� SUCCESSFUI. IN ARRESTING THE FOUNDATION SETTL.EMENTS, THEN IT WIL.L BE NECESSARY TO UNDERPIN THE EXISTING SHALLOW FOUNDATION SYST,EM. � `� PRESENTED HEREWITli ARE THE RESULTS O� A SUBSURFACE INVESTIGATION CONDUCTED AT THE SITE OF THE EXISTING VAIL MUNICIPAL BUILDIN6� LOCATEA ON TH� SOUTH FRONTAGE ROAD WEST, VAIL, EAGL.E COUNTY, CO�ORADO. 0 � � PROJECT N0. 669 PAGE 2 THE PURPOSE OF THIS INVESTIGATION WAS TO INVESTIGATE THE CAUSES OF TNE SETTLEMENT WHICH HAS OCCURRED TO THE EXISTING VAIL MUNICIPAL BUILDING ANp TO FORMULAtE APPROPRIATE CRITERIA TO PREVENT FURTHER SETTLEMENT OF THE EXISTING STRUCTURE. � • ► �+� �► IT IS UNDERSTOOD THAT THE.EXISTING VAIL MUNICTPAL BUILDING WAS CONSTRUCTED IN 1970 OR 1971. THE EXISTING STRUCTURE IS SUPPORTED BY CONVENTIONAL SPREAD FOOTING FOUNDATIONS. PERFORMANCE OF TNE STRUCTURE WAS SATISFACTORY UNTIL THE SPRIN6 OF 1975, WHEN SEVERAL SETTLEMENT CRACKS WERE OBSERVED IN THE MASONRY WALLS, PARTICULARLY AROUND THE ASSEMBLY ROOM PORTION OF THE BUILDING. THIS IS THE PORTION OF THE BUILDING WHICH DOES NOT HAVE A BASEMENT BENEATH IT. THE SLAB-ON-GRADE IN THIS AREA HAS ALSO EXPERIENCED A CONSIDERABLE AMOUNT OF SETTLEMENT. INSPECTIONS WERE CONDUCTED BY THIS FIRM 01�! APRIL 28, AND MAY 23. 1975. A CONSIDERABLE AMOUNT OF ADDITIONAL SETTLEMENT OF THE EXISTING STRUCTURE WAS OBSERVED FROM THE TIME OF OUR FIRST INSPECTION UNTIL THE MAY 23 INSPECTION. IT IS OUR OPINION THAT THE EXISTING BUILDING HAS BEEN EXPERIENCING CONTINUAL SET?LEMENT SINCE THE BUILDING WAS CONSTRUCTED� 8UT THE SETTLEMENT HAS NOW REACHED SUCH A )rlAGMITUO'E THAT IT IS BECOMING VERY APPARENT BY THE DISTRESS 0 1 � �_ `"`J PROJECT N0. 669 PAGE 3 BEING CAUSED TO THE BUILDING WALLS AND GROUND FLOOR SLAB- ON-GRADE. THE PORTIONS OF THE BUILDING WHICH ARE UNDERLAIN BY A BASEMENT HAVE NOT EXPERIENCED A CONSIDERABLE AMOUNT OF SETTLEMENT. TNERE ARE ONLY MINOR HAIRLINE CRACKS IN THE WALLS ABOVE THE BASEMENT PORTION OF TNE BUILDING. FIELD INVESTIGATION SEVERAL TEST BORINGS AND TEST PITS WERE CONDUCTED TO EVAI.UATE THE SUBSURFAC� CONDITIONS, PARTICULARLY AROUND THE ASSEMBLY ROOM PORTION OF THE EXISTING BUILDING. TEST PIT NO. 3-A, WHICH WAS EXCAVATED ADJACENT TO THE BASEMENT PORTION OF THE EXISTING STRUCTURE (SEE TEST BORING AND TEST PIT LOCATION PLAN, FIGURE NO. i), ENCOUNTERED MEDIUM DENSE SILTY TO CLAYEY SAND AND GRAVEL DEPOSITS AT AND SLIGNTLY BELOW TFiE BASEMENT FOUNDATION LEVEL. A TEST PIT WAS ALSO CONDUCTED ON THE INTERIOR OF THE STRUCTURE ADJACENT TQ TEST PIT NO. 3-A. THIS TEST PI7 WAS EXCAVATED BY SAW-CUTTING THE BASEMENT FLOOR SLAB AND EXCAVATING BY HAND BELOW THE FLOOR SUBGRADE MATERIALS. MEDIUM DENSE SAND AND GRAVEL DEPOSITS WERE ALSO ENCOUNTERED BY THIS INTERIOf2 TEST PI7. THREE (3) ADDITIONAL TEST PITS (NOS. 2; tHRU 3) AND FOUR (4) TEST BORINGS (NOS. 1, 1-A. 1-B AND 2) WERE CON- DUCTE� ON THE EXTERIOR OF ?HE BUILDING ADJACENT TO TNE ::�� :: - •� , 4 ' 'W _ :�, fi 'Gt .�s�>' , sC:T'� e°�: ,. � • PROJECT NO. 669 PAGE 4 NON—BASEM�NT ASSEMBLY ROOM AREA. THE TEST 60RINGS CONDUCTED AS PART OF THiS INVESTiGAT1oN wERE UNABLE To PENETRATE TO DEPTHS GREATER THAN SEVEN (7) FEET BELOW PRESENT SITE GRADES DUE TO THE PRESENCE OF MANY COBBLES AND BOULD�RS WITHIN THE SUBSURFACE STRATA. THE TEST PIT EXCAVATIONS IN THIS AREA DID REVEAL THE SPREAD FOOTING FOUNDATION SYSTEM. THE WALL FOOTING IN THIS AREA IS PROBABLY A SIXTEEN (16) INCH WIDE FOOTING, BASED ON QUR OBSERVATIQNS MADE IN THE TEST PIT EXCAVATIONS. THE TEST PITS REVEA�ED THE PRESENCE OF VERY LOQSE AND SOFT MATERIALS BELOW TNE SPREAD FOOTING FOUNDATIONS. IN SOME AREAS IT IS BELIEVED THAT THE MATERIA� 6ENEATH THE SPREAD FOOTING FOUNDATIONS IS QLD FI�L. NO GROUND WATER TABLE WAS ENCOUNTERED BY THE TEST PIT EXCAVATIONS OR THE,TEST BORINGS. �ISCUSSIOK IN OUR OPINION. THE SET7LEMENT WHICH IS BEING EXPERIENCED BY THE NON—BASEMENT ASSEMBLY ��OM PORTION OF THE EXISTING STRUGTURE IS CAUSED BY CONSOLIDATION OF THE BEARING MATERIALS. IT IS PROBABLE THAT SOME OF THE MATERIALS LOCATED BENEATH THE SPREAD FOOTING FOUNDATION SYSTEMS ARE OLD FILL. BASED ON THE RESULTS OF OUR SUBSURFACE INVESTIGATION, THE QLD FILL AND NATURAL SOILS LOCATED BENffA7H TNE SPREAD . • , tl, .. . _ ..M..�,��:�a��, ,..�s:� � � � PROJECT NO. 669 PAG� 5 FOOTING FOUNDATIONS ARE NOT COMPETENT ENOUGH TO WITHSTAND THE BEARING PRESSURES BEING IMPOSED BY THE EXISTING SPREAD FOOTING FOUNDATION SYSTEMS. THEREFORE, THE BEARING MATERIALS ARE OVERLOADED AND ARE EXPERIENCING CONSOLIDATIbN WHICH IS CAUgING SUBSEQUENT SETTLEMENT OF THE EXISTING STRUCTURE. IT IS OUR OPINION THAT THIS SETTLEMENT WILL CONTINUE TO OCCUR OVER A LONG PERIQD OF TIME, POSSIBLY AS �ONG AS FIVE (5) TO TEN (10) YEARS. THEREFORE, IT MUST BE ANTICIPATED THAT ADDITIONAL SETTLEMENTS WILL OCCUR TO THE EXISTING NON-BASEMENT AREA O� THE STRUCTURE. CONSIDERATION WAS GIVEN TO UNDERPINNING THE EXISTING FOIiNDATIONS. THIS WOULD REQVIRE REMOVAL OF 7HE COMPRESSIBLE MATERIALS FROM BENEATH FOUNDATION AR�AS AND STEPPING THE EXISTING FOUNDATIONS DOWN TO BEAR ON MORE COMPETENT STRATA. FROM THE RESULTS OF THIS INVESTIGATION, WE WERE UNABLE TO DETERMINE AT WHAT DEPTH COMPETENT STRATA WOULD BE ENCOUNTERED BENEATH THE EXISTING FOUNDATIONS. DUE TO THE SOFTNESS AND LOOSENESS OF 7HE EXISTING BEARING MATERIALS, IT WAS NOT DESIRABLE TO EXCAVATE THE EXPLORATORY TEST PITS TO SIGNIFICANT DEPTHS BELOW THE EXISTING FOOTINGS SINCE THERE IS A DANGER OF UNDERMINING THE EXISTING FOUNDATIONS. THIS COULD CAUSE EXTREMELY EXCESSIVE FOUNDATION SETTLEMENTS AND POSSIBLY MAJOR DAMAGE TO THE EXISTING BUILDING. THEREFORE, IF UNDERPINNING IS TO BE CONDUCTED, IT WILL BE NECESSARY TO PERFORM ADDITIONAL EXPLORATIONS TO DETERMINE THE SURFACE � � ,� r; ... . ' . . � � . . . . � . .. . , -b . , . . ... ... � � � PROJECT NO. 669 PAGE 6 OF A MORE COMPETENT BEARING STRATA BENEA7H THE EXISTING FOUNDATIONS. THE METHOD OF UNDERPINNING (AS DESCRIBED ABOVE) IS RELATIVELY EXPENSIVE AND WOULD BE VIRTUAL.LY IMPOSSIBLE TO PERFORM BENEATH THE FOUNDATION AREAS LOCATED ON THE INTERIOR OF THE STRUCTURE. TH�REFORE, AN UNDEF2PINNING PROCEDURE WOULD BE ONLY A PARTIAL SOLU7ION. IT IS RECOMMENDED 7HAT THE EXISTING BUILDING FOUNDATIONS BE STABILIZED BY A METHOD OF PRESSURE GROUTTNG OR MUD JACKING. THIS YV�ULD BE THE ONLY WAY TO STABILIZE THE BEARING MATERIALS BENEATH THE EXISTING INTERIOR SPREAO FOOTING FOUNDATIONS WITHOUT AN UNDERPINNING PROCEDURE. THIS METHOD COU�D ALSO BE USED TO STABILiZE THE MATERIALS BENEATH THE faR(]UND FLOQR SLABS. MUD JACKING OR PRESSURE GROUTING MAY PROVE TO BE LESS THAN COMPLEiEI.Y SUCCESSFUL, PARTICULARLY ALONG TNE EXTERIOR FOUNDATION WALLS WHERE THERE IS NO ME7HOD OF CONFINING THE PRE5SURIZED GROUT INDUCED BENEATH THE FOUNDATIQN SYSTEMS. HOWEVER� IT iS VERY POSSIBLE THAT A MUD JACKING PROCEDURE WIL1.. BE SUCCESSFUI. ENOUGH TO STABILIZE THE EXISTING BEARING MATERIALS AND PREVENT FUTURE ADDITTONAL SETTLEMENTS OF THE EXISTING STRUCTURE. SINCE UND�RPINNING IS A RELATIVELY EXPENSIVE METHOD WHEN COMPARED TO A MUD JACKiNG PROCESS, IT IS RECOMMENDED THAT THE GROUTING PROCE�URE A7 LEAST BE ATTEMPTED .- � � � PROJECT N0. 669 PAGE 7 TO STABILIZE THE EXISTING SUBSURFACE CONDITIONS. ONCE THE MUD JACKING PROCEDURE HAS BEEN ACCOMPLISHED� CAREFUI. OBSEf3VATION SHOULD BE MAINTAINED TO EVALUATE THE PERFORMANCE OF THE EXISTING BUILD.ING. IF THE OBSERVATIONS REVEAL THAT THE MUD JACKING PROCEDURE HAS NOT BEEN SUCCESSFUL, 7HEN IT WILL BE NECESSARY TO UNDERPIN ThiE BUILDING FOUNDATION� AS PREVIOUSLY DISCUSSED. � : �; _ .. IT IS BELIEVED THAT THE POOR SURFACE DRAINAGE WHICH NOW EXISTS ALONG THE WEST AND NORTH WALLS OF THE ASSEMBLY ROOM PORTION OF THE STRUC?URE IS CONTRIBUTING TO THE SETTLEMENT OF THE EXISTING FOUNDATIONS. TO IMPROVE 7HE EXISTING SURFACE DRAINAGE CONDITIONS, THE FOLLOWING PROCEDURES ARE RECOMMENDEDs i) EXCAVATE THE OLD FILL MATERIALS LOCATED ADJACENT 70 THE EXISTING FOUNDATIOPI WALLS DOWN TO BOTTOM OF FOUNDATION ELEVATIQNS. 23 INSTALL A DRAIN TILE SY3TEM IN THE AREAS WHERE THE OLD BACKFII.L HAS BEEN REMOVED. THE DRAIN TILE SHOULD 8E UNDERLAIN BY A POLYETHYLENE BARRIER AND SHOULD BE SURROUNDED BY CI.EAN, FREE DRAINING GRANULAR MATERIAL. THE DRAIN TILE SYSTEM SHOULD BE CONNECTED TO A SUITABLE OUTI.ET SUCH AS A PUMPED SUMP. 3) REPI.ACE THE FOUNDATION WALL BACKFILL ABOVE THE DRAIN F� % � .�; � � PROJECT NO. 669 PAGE 8 TiI.E SYSTEM. THE BACKFILL SHOUI.D BE COMPACTED TO AT LEAST 92X OF MAXIMUM STANDARD PROCTOR DENSI7Y. 4) THE GROUND SURFACE ADJACENT TO THE EXTERIOR OF THE FOUNDATION WALLS SHOULD BE GIVEN A POSITIVE SLOPE AWAY FROM 7H6 BUYLDING. A MINIMUM SLOPE OF TWELVE (12) INCHES IN 7HE FIRST TEN (10) FEET IS RECOMMENDED. 5) COVER THE GROUND SURFACE ABOVE THE FOUNDA7ION WALL BACKFILL WITH AN IMPERVIOUS MEMBRANE, SUCH AS A POLYE"fHYLENE BARF2IEF2 OR ASPHALT PAVING. THERE SHOULD BE NO IRRIGATION IN THIS AREA AND ALL SURFACE WATER SHOUL.D BE ABLE TO RUN OFF FREELY FROM THE SURFACE OF THE IMPERVIOUS MEMBRANE OR ASPHALT PAVING. �Qj��,jONAL CQNSULTA7ION AND IMSPECTION IT IS RECOMMENDED THAT WE BE GIVEN THE OPPORTUNITY TO REVI�W THIS PROJECT WITH THE PROSPECTIVE MUD JACKING OR UNDERPINNING CONTRACTORS. TNE OPINIONS OF CONTRACTORS EXPERIENCED IN THESE TECHN�QUES OF STABILIZATION SHOULD BE CONSIDERED IIV ORDER THAT ADDITIONAL DETAILS OF A GROUTING OR UNDERPINNING PROGRAM CAN BE MORE FIRMLY ESTABLISHED. IT IS RECOMMENDED THAT WE 8E GIVEN THE OPPORTUNITY TO INSPECT THE MUD JACKING (GROUTING) OR UNDERPINNING PROCEOURES AND AL.SO THE RECOMPACTION ANp REGRADING OF THE FOUN�ATION WALL BACKFILL, AS DISCUSSED ABOVE. ;,� . _ ____ � . _ � V ' I PROJECT N0. 669 PAGE 9 WE ARE AVAILABLE TO MEET WITH YOU OR ANY PROSPECTIVE CONTRACTORS TO DISCUSS THESE MATTERS IN MORE DETAIL. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS REPORT, PLEASE FEEL FREE TO GIVE US A CALI.. Pc, E. SU�� O� ��STE �F� RESPECTFULLY SUBMITTED, '� �'� RFO �c�`�, * y��11 ,E, �4 � ,�O >4' `n�'qT��s�or�A� E`aG��Pp� Q 0 ��"'y—r�••ar.�� (�y�i�Gt�s THOMAS E. SUMMERLEE, P.E. PRESIDENT TES�F F COL 3 COPIES SENT � CCs DENVER METRO MUD JACK CO. 6129 NORTH PECOS STREET DENVER, COLORADO 80221 ATTN: MR. SAMUEL BANDIMERE 0 � VAIL MUNICIPAL BUILDING � TEST BORING S TEST PIT LOCAiION PLAN � PROJECT NO. 669 ,1 UL Y 3 1, 19 7 5 � � NQN-BASEMENT ____�� BASEMENT AREA AREA � I TEST PIT 1 S�� 1��=10' / FIGURE NO. 1 / ■ 0 H W w �' 5 x � a w 0 xo [•] � ' ''� PR�JECT N0. 669 . s TEST BORING LOGS HOLE No.i No.l-A No.i-B No.2 5 2 / 3'� 4 / 6 �� S/11�� R 4/5" R R R HOLE NO. 1-A ORI�LED 2.5' WEST OF HOLE NO. 1 HOLE N0. 1-B DRILLED 1.5' WEST OF HOL.E N0. 1-A HOLE N0. 2 DRILLED 4.5' WEST OF HOLE N0. 1-B TEST PIT LOGS PIT No.i No.2 No.3 ,.. s - — _ ----- � -- � w � w � � � . ,�� 10 BOTTOM OF EXISTING a W FOUNDATION (FOOTING) 0 15 SEE FIGURE NO. 3 FOR LEGEND AND NOTES. No.3-A � � PROJECT N0. 669 :�- ' • � � �EGEND � TOPSOIL � FILL - MlxTUaE OF SAND, SII.T, CLAY, GRAVEL� COBBLES AND BOULDERS, LOOSE TO SOFT, VERY MOIST, DARK BROWN TO BLACK. � POSSIBLE FILL - sANO, SILTY TO CLAYEY� VERY LOOSE TO SOFT, VERY MOIST, DARK BROWN TO BLACK, WITH GRAVEL AND COBBL.ES. � SAND - SILTY TO CLAYEY� LOOSE, VERY MOIST, DARK BROWN, WITH GRAVEL, COBBLES AND BOULDERS. QSAND � GRAVEL - s2�TY TO CLAYEY, MEDIUM DENSE, MOIST TO VERY MOIST, Bf20WN, WITH COBBLES AND BOULDERS. R - INDICATES REFUSAL. TO FURTHER DRILLItVG ON COBBLE OR BOULDER. 0 l! 1) THE TEST PITS WERE EXCAVATED WITH A BACKHOE ON JUNE 4 AND JUNE 6, 1975. 2) THE TEST BORINGS WERE DRILLED WITH A CONTINUOUS FLIGHT POWER AUGER (4" DIA.2 ON .1UNE 5� 1975. 3) 5 INDICATES THAT 5 BLOWS FROM A 140-LB. HAMMER FALLING 30 INCHES WERE RE�UIRED TO DRIVE THE SAMPLER 12 INCHES. 4) NO GROUND WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 5) TFiE LOGS SHOW APPROXIMATE BOUNDARIES BETWEEN THE VARIOUS STRATA AT THE DATES AND LOCATIONS INDICATED AND IT IS NOT WARRANTED THAT THEY ARE REPRESENTATIVE OF SUBSURFACE CONOITIONS AT 07HER LOCATIONS AND TIMES. 0 �i � ;� �� 1�� i��i��i��i ��n�i��i��i SEPARATE FLOOR SLAB FROM BEARING MEMBERS —� GROUND FLOOR•SlAB DO NOT PLACE GRAVEL BENEATH SLAB NOT APPLICABLE C � DRAINAGE & MOISTURE PROTECTION DETAILS AROUND FOUNDATION AREAS MINIMUM 6 FT POLYETHYLENE BARRIER GLl TO FOUNOATION wALL `_ _ . PROJECT N0. 669 MAINTAIN FREE ORA_INAGE AT EOGE OF POLYE7HYLENE BACKFI�L COMPAC7ED / TO AT LEAST 92 � � � MAXIMUM STANDARD � PROCTOR DENSITY � EXTERlOR GRADE � Q � MINIMUM SLOPE = 1:10 W � Z °D / EXCAVATION LIMIT 0 � i / � o p.�_� < < Z � POLYETHYLENE � � BARRIER GLUED� � p TO FOUNDATION� WALL � / � �oo�o�`� ��vi� FREE DRA i N 1 NG GRANU�AR F 1 LL _ �° o ��p oG� AROUND DRA 1 N T i LE �' �-- DRAIN TILE - CONNECTED TO SUITABLE OUTLET �` DO NOT UNDERCUT 2:1 SLOPE \ , \ F i GURE fd0. 1 1 , � TABLE N0. 1 LABORATORY TEST RESULTS . HOIE DEPTH� NATURAL NATURAL ATTERBERG UNCONFINED -ZOO PARTICLE N0. FEET MOISTURE► DRY LIMITS COMPRESSIVE SIEVE� SIZE � DENSIYY�LL� PL� P�� STRENGrH� � ANALYSiS PCF P$F TB-� 5.2 20.2 106 36 28 8 2212 32.2 FIG. 4 TP-1 5.1 20.1 - -- --- -- 38.9 FIG. 5 TP-1 5.2 TP-1 5.7 TP- i 5 . 7 TP- � 5 . 3 TP-2 5.0 TP-2 6.0 TP-3 5. 1 18.3 17.6 17. 3 16.3 13.7 12.2 20.0 85 32 27 5 103 21 20 1 NON PL,.A T I C - 30 25 5 - NON PL TIC - 26 23 3 38.6 FIG. 6 39.6 FIG. 7 24.7 FIG. 8 17.4 FIG. 9 27.4 FIG. 10 TNOMAS E. SUMMERIEE PROJECT N0. 669 DATE 7/11/75 SOIL DESCRIPTION OR CLASSIFICATION SAND-CLAYEY,WITH FINE GRAVEL _ SAND-SILTY,SLIGHTLY CLAYEY,W/FINE GRAVEL SAND-Si��Y,SLIGHTLY', CLAYEY,W/FINE GRAVEL ; SAND-VERY SILTY, W/FINE GRAVEL SAND-VERY SILTY, W/FINE GRAVEL SAND-CLAYEY,WITH FINE GRAVEL SAND-SILTY,SLIGHTLY CLAYEY, W/FINE GRAVEL SAND-SILTY, WITH FINE GRAVEL SAND-SILTY, WITH FINE GRAVEL �l � t? �'� �X+� ._-. il`d � P� i� _:'� t.� a ,. — — , .. ,._. _ _ . _ . . _ 1—._�__...�. ....__ . , W . n ,.F # _ , . 4 {�.:.�.,._r �._ . �.,�.�.,.,� �. __ _., � ;� � ........ ,_.. 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" � ' ; ��..."_ . _ �_. � \ �`o ___ _ _ i��",kf2'�Y�t,_> »:. � \�'��.FOREMANS SKETCH � �` ,\ _� � _''� � � 2 r�._ �� ti:� ;, ,� ;: - _- i��''�, ` % ,\� �� i ; _ ,. ;,/ � ` , � �� , � �� ; �� _ � 1 1� � �� -�-�� \ i j ��"'�-L/",J' 7 , \\\ `_`� lM`�v;., vK,, J r � � 1� � "<<- !?. � �� : � //�- � -„'.-, ..1_.` / � (\l`",_ I � J ` � 1� , / ,_.,_��` �_ "„' _... ..,_ ��-�._�� s� � ^ __-�-_' ~ `►.� �� \-�,-. / ; ��j — �� /i{.� � �_.__ � �� U�s �j — - �__ --_-�._'��, -1 �- G�s,� , �9,° --- ' Q� �� Gc�rud�.,,,� �% �S . � 1 ! � I � i L� ,,,. _.. __ r�t� t� ;� � __._. _ �♦c,L-- _ _ _ � `a- 3_'-' C�,g�r __ ___ _ _. � — _ �.._ - — ---------_.�.. '_`— r--- . _._ __. — _ . - -- � --- — —_--� ' ! � ____ __+ _----_.__— � i — -:.--_ _ � ' �-- - i — VT' � �� __ _ !�'; , � ��f-- � ��..� � SHOW COND�TIONS OF OLU ENp ❑GOOn ❑ FAIR ❑ POOF �� MAIN AT T!E-INS ENG ❑ GOOC ❑ FAIR ❑ POUR TEST PpESSURE TES' MA.',JF. ..� �� O�EMAN :iL.Tk� - ___. _'"__"_._'_ � C P . " >>��fR vo. ��nT �vc 4��'�13�. : aawN ar .� --- 4� �-=`� 3 �--�-- ? � �a � �91 z \ `' �'�y�- _ ►_ --- __.,___,_ _. ____ 4 - --_ ___��vs�r� L-,� '� r� ufft�_ i - I jr� . l,� � I V_ . % ' `\,� �,., �`�._�, i i� .. ` �. --- -�__ �-_.— _ . .�.�-------.:� .._--- -- -� ---- �•L�= '��. r LEGEND 44�� / �_ NEW MAIN l`�OUE I �/ALVE —�— OLD MAIN _ _ _ _ kEDUCER --�- 4?' j I ,.�" i ±f.' —i! ff-- ��_ COMF. COUP. �N__�� `T^ CONTROL F!TTING � �./ te2'—in CLAMP __� �� NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE �'�L�-�� -�� CONSTRUCTION PERMIT DATE ��'PTErIBER 21, 1993 � � ' ;� 63� �l tow� o rai 1 TYPE OF CONSTRUCTION I II III I V V PERMIT NO. department of community development 2 OCCUPANCYGROUP A B E H I R M BUILDING ,,,,,, ,,,,,, ,,,, DIVISION 1 2 2a 3 4 Z TO BE FILLED OUTCOMPLETELY PRIOR TO ISSUANCE OF PERMIT � TYPE OF PERM IT GENERAL DESCRIPTION OF WORK : a ADDITION AND REMODEL OF MUNICIPAL � a � BUILDING � PLUMBING BUILDING. > ❑ ELECTRICAL I�� FOUNDATION , JI MECHANICAL ❑ LEGAL LOT BL DESC. FILING JOB NAME: vaiL YVL1(:�; � MUNi. ADDITION OWNER NnME TOWN OF VAIL MAIL ADDRESS 7 5 i FRnNTA('F Rn _ cirv VAIL 81657 PH. ARCHITECT FIRM ROTH SHFP_ PAR� PASg T�A _ MAIL ADDRESS � 1 $��p��W�� __ CITY �RNVFR ('n PH. GENERAL FIRM nUDnY-VTFT F CONTRACTOR TOWN OF VAIL REG. NO �eg � FfRM ELECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. PLUMBING CONTRACTOR TOWN OF VAIL REG. NO. MECHAN�CAL CONTRACTOR TOWN OF VAIL REG. NO. OTHER I FIRM TOWN OF VAIL REG. NO. CONTRACTOR TELE. TYPE GROUP G.R.F.A VALUATION NEW ( ) ALTERATION �X) ADDITIONAL ( �X REPAIR ( DWFLLINGUNITS �r CO�mJ�� DA I HEIGHT FT ��F�C�CES INSU AT N: T�'PE , TI-JyiFrfV�SS R-VALLUE EXT.WAL TYPE • ■ LE . OF � HEAT SOLAR ADDITIONAL PER� IT EED GAS WOOD �' �� Y N W�TIA� ST. CUT BLASTING PARKING DEMO ELECTRICAL . �� PLUMBING MECHANICAL 3 100 000.00 PERMIT FEES BUILDING PERMIT PLAN CHECK ELECTRICAL PLUMBING MECHANICAL RECREATION FEE DESIGN REVIEW BOARD CLEAN-UP DEPOSIT USE TAX FEES WAIVED FEE TOTAL PERMIT FEES I FEES 1�DING O�I�II�L-�9�1 9�- - - DATE - - - - - MIKE r10LLICA 9-21-93 �NING ADMINISTRATOR DATE NING & BUILDING NOTES:�TTTT I�TN(' Tn ('nMPT Y WTTH BO PLAN GHRCK 8-18-9 MF('HANT('A7 p�RtiTIT T ISSUED. MECH PLANS NEED TO BE APPROVE: TOV BEFORE ANY MECH WORK CAN BE STARTED I hereby acknowledge that I have read this application, filled out in ful� the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other o�n �� n pp 'cabie thereto. b BUILDING PERAiIT ONLY SIG U OF OWNER OR CONTRACTOR FOR HIMSELF AND-TH OWNER. . . � : ;' �,...-...� _�... . �__ _ . _��....._....p._...___.� .r-_.,_.,�t..,-......... t:.:re. �' y -+� ;i ; ; �o�u►;r vau�-r ' �,r.�.�ac.�,rE Aap '! -rwcs ak�,�� Yu�s o�� N'EV� '""'� � ' •'� To o PP. �` . W;NDOW � �� 5�c:e oF � w a, � �. 1 ; i� � 7 d �'' � MAeK� �i } �. 0 0 �? � �- ° 9 � -- — ��., . �NG , �� wac-r►u � Z o g • ko M__-____2 t o �t A ► rY. � ; 2 04 . �1 � o NF . Q�. 20 ��ANe� �,CI �iN. p�R. Z.o� a5s � . t� �k.,, Zob 1 �, �t ►"+. ♦ `� 20�,, ,. . v�t=�� L�v�L. 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FRONTAGE ROAD VAIL, CO 81657 970-479-2138 �, �a V'� "�,� �4� a �� Un ,�i s1� DEPARTMEI�TT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD�ALT COMM BUILD PERMT Permit #: B97-0292 Job Address: 75 S FRONTAGE RD WEST Status...: ISSUED Location...: 75 S FRONTAGE RD (MUNI BUApplied..: 09/08�1997 Parcel No..: 2101-064-00-003 Issued...: 09/22�1997 Project No.: PRJ97-0079 Expires..: 03/21/1998 APPLICANT RIPPY CONTRACTORS P.O. BOX 3610, EAGLE, CO 81631 CONTRACTOR RIPPY CONTRACTORS P.O. BOX 3610, EAGLE, CO 81631 OWNER VAIL COLORADO MUNICIPAL BLDG AUT 75 S FRONTAGE RD, VAIL CO 81657 Description: ADDITION OF NEW ENTRY Occupancy: A3 Type Construction: V N Type Occupancy: Valuation: Fireplace Information: Restricted: A3 Type V Non—Rated 80,000 qOf Gas Appliances Add Sq Ft: Phone: 9703283655 Phone: 9703283655 #Of Gas Logs: #Of Wood/Pallet: � it**it**,t*rt*,t**ttirkir*ir***iticitit*icir**icir**icic****,t***itit**it**int**ic** FEE SUMMARY ****************�-k*******,k***ir****icitrt*ic�rkA"k*�ht********icit** euilding-----> 640.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 1,409.00 Plan Check---> 416.00 DRB Fee-----------------> 100.00 Additional Fees---------> -1,409.00 Investigation> .00 Recreation fee----------> .00 Total Permit Fee--------> .00 Will Call----> 3.00 Clean-Up Deposit--------> 250.00 Payments----------------> •� TOTAL FEES--------------> 1,409.00 BALANCE DUE-------------> .00 *,r*�t�tirir*itiriricir*icit,t**it*,t,t,t*****intirir*ir,t*ic***ttiricit*ir****ir****iar,t***rtit******it***,rit********ic*ic****ic**ic**ir*ir*****ic*irirk*ic,k***ir*ic****it*****,t Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 09�08�1997 CHARLIE Action: NOTE PLANS TO ART 09�22�1997 CHARLIE Action: APPR for art Item: 05400 PLANNING DEPARTMENT Dept: PLANNING Division: 09�08�1997 CHARLIE Action: NOTE PLANS TO DOMINIC 09�10�1997 DOMINIC Action: APPR see notice condition Item: 05600 FIRE DEPARTMENT ept: FIRE Division: 09�08�1997 CHARLIE Action: APPR N�A Item: 05500 PUBLIC WORKS Dept: PUB WORK Division: 09�08�1997 CHARLIE Action: APPR N�A icicic**icitir*ir****icic*rticlt*�kiciciricir�kic*iciciriririrititir****itit******ititicic**it*iricic*�t�kicir**ic**ic**it*ir*ic**ic*ic**icicicic*ic*icicicicic�t�ticicic***itir**iricicicicic**iric**ic*ic**icir See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply uith all Town ordinances and state laws, and to build this structure according to the Toun's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHO T 79-2138 0 T OU FIC FROM 5:00 AM 5:100 PM _ -- _-�___ SQn� Cteen-Up Deposit To: N q � SIGNATURE Of OWNER OR CONTRACTOR FOR HIMSELF AND OWNER �Ir�ir*�F*�r�k�k*****�F�F**�Y�4�t*�F*�Ir�lr�k*�F�k,k�k�t�k�k�F**�F�k�k�F*�k***�k�F *�F�k*�Ir*�k***�k�k�k�k*�r�k�k�kAr**�Iryk�k*�k�F�k�F�r�k Permit #; gg�_0292 CONDITIONS ****************�******************a**�*********** 09/22/97 ***********a**********D****��.�. Permit Type; ADD�ALT CO AApllcant: RIppy CONTRACTORSD PERMT 9703283655 Job Address: Location: 75 S FRONTAGE RD (MUNI BUILDING) Parcel No: 2101-064-00-003 Description: ADDITION OF NEW ENTRY Conditions: ApPlied: 09�08�1997 Issued: pg�22�199� To Expire: 03�21�1998 l. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 3. 2 exterior light fixures not yet approved 4. SEE CORRECTIONS NOTED ON PLANS TCOWN- OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 l�J l�J DEPARTMENT OF CONIl�fUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 75 S FRONTAGE RD WEST Location...: 75 S FRONTAGE RD Parcel No..: 2101-082-36-004 Project No.: PRJ97-0079 Permit #: E98-0022 Status...: ISSUED Applied..: 02/11/1998 Issued...: 02/11/1998 Expires..: 08/10/1998 APPLICANT TOWN OF VAIL % FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 OWNER TOWN OF VAIL % FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 CONTRACTOR DOUBLE DIAMOND SERVICES Phone: 3034766272 2111 N FRONTAGE ROAD WEST, VAIL CO 81657 Description: ELECTRICAL FOR NEW ENTRY Valuation: 1,200.00 •+r+,r�:rtr�+rtt*+r*+*+,�r,rr+++r,r+rrr�*r*�t++w+t*+x+.+,r+r��re+ FEE SUMMARY ******+++r+,r++t�rr+rrr+.rrttr+r+r+.rt++trrrrrrw,rrr+.ttr+rrri,r Electrical---> 50.00 DRB Fee ---> .OD Investigation� .00 Will Call----> 3.00 TOTAL FEES---> 53.00 Total Calculated Fees---> 53.00 Additional Fees---------� -53.00 Total Permit Fee--------> .00 Paymente----------------> .00 BALANCE DUE-------------> .00 ,r�+++rr+++t,rrttr,r++a�r�+rtr�r*�ar+tt,r+r,r,rt+++,r+rr,r,rrt+.rt++rs:,�t,r,r+rrr�+r,�+.,r*tr*tt#+*rrrrt++tr+r+r+++r**rrr�*,rrrr+�rr+.t+r+,r+*,rrr++xr Item: 06000 ELECTRICAL DEPARTMENT Dept: 02/il/1998 JRM Action: APPR APPROVED JR.NT 02/11/�998�JRMRE DEPAction APPR N/A JRM Dept: BUILDING Division: FIRE Division: ♦++w�w+++rrt++wrt++tr+++rr++�wt�+a.t+++r+r++,rr++r,r++++xt+�r++t+wr++t*rt++rrt,rt+rrrtt+wwrt+r+t+++wr�++rr++rrw+++ww++rwt+++r++�wwt++�r+++ CONDITION OF APPROVAL 1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. FIELD INSPECTIONS ARE RE�UIRED TO CHECK FOR CODE COMPLIANCE. 3. 2 PILLAR LIGHTS NEED TO E APPROVED PRIOR TO INSTALL. SEE PLANNER-DOMINIC t++:rt*+r*�++++,r+++rr+r+r*�e��t+rr��wwt++ww*��rw++++r+++r*++wt++rr++++trwr++�+rrr+++ttt+ttiw,rt,rfrr�+rtrr++t+rt++rtw+,t,rt+t�++�wt+r DECLARATIONS 2 hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot plan, and atate that all the information provided ae required ie correct. 2 agree to comply with the information and plot plan, to comply with all Town ordinances and etate lawe, and to build thie etructure according to the Town's zoning and subdivision codea, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM � � . - :C�I��TF��►C�7'3C��:� � � '� C.,/�''�� 1 # I L � f�" �"� //�� r/'��1/� �„J ., ( +'7/ 4��tF°i..IC:A�'3C,i� �=C;Ft�'f � . . `" ��`^' { '� V r ��✓ .'�'-- ,�� .. . �_i�{ a'�..1 / .i � ��f3M . ,. �=I� _ . �IAY , _ � b�. A�_�. � �L �L� Ys:� � , _, . , , , , , ; . ,:,. , ,.,,. � , � 5- � � 1 � �' i' . .' , ( . '. : . � .... . _. . . _, .... ._ . . ��.��,�**�***��w**��***,►��'ERMTT ItdE`t�AMATION*.�*,►,.****�►�*�*��**�.�***,�*�,.��► ,_ �r . , , ; r,,. ;,,,,. C X l - B u �. : .: . : . . . . _ . ._. � : : � . _ ___,� : �%�.�.._.�__!_ �� k' !. c, _. �`�-tx. • .J o b Lda n _: ,. '• . f U-t� Legal �escription: Lot ____�� -ocir� Own�rs �tame Ti�W�[ ClF' VAIL Ad+�r��s: i�h. Architect: KIRi{ AK�E? AE�GH1'�"EC'i',_A��,�rr��: �� 22`�� VAIL alb5t� Ph.'3'2b-�'�� General Ge�criptio��: �i�W E�TRY A� PEFt PLAN� W�rl{ �:lass: C l-I�e� CK]-Alteratiorl t 2--Additional C}t3-E�epair C]-i�ther �[umb+er ot Crwellin� Units• � Number ot Racomodation Units: l�umb�r and Typ� o� �"ireplac�s: G�s Appliaxzr_e Ga:� Loqs� ,'+ =„-z:i `�" �.k � ��►*�-x*��.�*�*t�►�*�.Y�,�. �w��**��VALUATION��+*��. *�*�►*�***�****�*., . . .� "; '. , BUILL�ING: 75. tii�t7� _ �.LE�TRICAL: �. �� T��R: K/A �t�f�HAPiiC�.L. �L/R 'TCITAL: N!A PL.UM$ING: l�lA —....__._._...._ � Pd#***+r*��r*xs��*r�s�r,r+►*x**,r �a��-s��r�a�*�r*�r�rw+r��**�rxw�r��as*rCO�ITI�A�Tl�I: . .. :,�:i r�t V�il Re]. Mo. 1:2�—E3 General Contra�ctor : Ctippv ��t ra�t+�i ��_, �� _ nq �umb�r : 328-::�65� AddreSs: P. �. F3ox 3b1�, Ea�i�, LO ��ii�• C�� " , _..._ ,� : . , :. �:�f Vail Rz►�. Na. Electrical Contractnr : U�iKAtQ�W_ RT THT� ---- --_..__._. Y��n� Hum}�er • -- Address • _._.._._ '�'�wn �t Yai 1 Rey. Piuna3�ing Contrac��r: � �/� �'�;on� �lumber• Address: i'�wn �f Vai1 12zg. Mechanical C�ntracf:or : Aif A � P�ane Numb�r : Addres�: Ne. x�. ��,r�r�rr*�t��r*�r*�rarxx�r�r+r�r�rw�*�rar*�rFC1� ��FICE C1SE�r***��*�r�r*�r+rr�r+►+��r*�r�r�r****��r* BUTLCsTt�G P�RMIT F�:E: BIiILt+It�G PLAN CHEt�K P�E: _ PLUMBING PEPMIT F�:E: ,_,_ PLUMBiNG P'LAAi t�HECK E'EE: MELHAMICAL f'�.RMI'I` FE:E: MECN�,NICAL PLAN t�f�ECK �'EE: ELECTRICAL. �EE: KECRE:ATItJN �'EE; OTtiER TY1'E d� F t:. __ .� C�.EAN-t!P C�EPf�SIT; ._. DRB F'E�.: T17�TAL PERPIIT �'EE`3: �C-%�� : _ _ _ _._—____ TYPE GkCtUY �_ ��. 'r"i'. ( VA1..UA'TIQN � �UILIL -`' � � �;IGNA`'; �ar��x� � <<IC;NA'�` ;ornmer� s: � - ��, � _ _m___ . ��e� ��',�- �� l 3 ��`.�� GLEAAI UP L3EPClSIT kE�_UNI' TCi� RiYPY C:GNTRAGTCif{S P. Ci. �QX '�61� EAGL�, tsi��_;� Printed by Charlie Davis 9/?��97 5:47pm --------------------------------- --- F�rom: M:i.ke` Mcgee TO: EVFRYONP GROUV .SUbject: CONS'I'RUCTION A'I' TI-TS MUNICTP)1L FiUTLDiNG _ _ " ' _ _ ' _ " _ ' _ _ ' _ ' _ ' _ _ ' _ " " _ " _ _ _ _ ' _ " ==-=NOT7?.-= —_---- - ---_� �__---- =9 / l9 /97==3 : 2 OPm== THE FIRG llEPTRTMEN'1' ANU RUILDING DF.P�KTMPNT HAV1: RPV�IEW�D THE PL�NS FOR THE MUN7CIPAL BU1:I�DI:NG �'RONT ENTRY. PFNDING A FEW M.fNOR DE'I`AILS, JOHN GALLF_.GOS AND COMPANY WII.�L T3F.GIN THF DFMOLITION AND RI•:CONH7'RUCPION OF THE MAiN FN'PRY ON 'I'HE WH�ST SIDE OF THF MUNSCIPAI, BUTI.�DTNG. THE M71TN DOORS 'PO 'CHL'� PARKING LOT WSLL NOT BF.. AVATI,TR7,L: P'OR NORMAL USE_ WE HAVF. AGRPL'17 TO CONSTRUCT A TEMPOR�RY F•.XS'P PLt1N f�'OR USE DURING PF�K PFR70DS (WHT:N '['IIG OCCUPTN'I' LOADS ]1RE H:LGFI, SE COUNC I I_� ML•:E'1' 7 NGS )- TI-1[S PR f MRRY ENTRANCF AND F.X-LT W I L7� BF. 'I'IiHOUG}-I !�91R .�OUTH DOORS ON 'PHF LOWF•.R f�H',VF1.�. UPS'I'71IRS, TFIP NORTH EXI'I' 11DJJ1CF:.NT 'I'O TIiG Rf�:S'PROOMS NPXT TO 'I'HE POLiCli DI?PAR'i'MF?NT WILI� i3E OPERABLF._ 'f'I-IE•: S'I'7�7 RS Ff20M THE F3ASPMENT BY FINANCE W1.1.�L BE; J�VTILABLE E'OH }?MERGENCY USE ONI �Y . pl.,i?7\SG l�P. PA'f'TFNT Wi'I'H TIIF. PROCFSS AND Rf?. ADVl_SED THF: RXITLNG PA'C'I'ERNS MAY CHANGE �S THE CONSTROCTI-ON PROGRGS9ES. 'PHTNKG I'OR YOU COOPT_:Rl1TTON! --------'------------'------------'---- Page: 1 �� .� � ��. c��. � 2 *Conta�� Eagle Cou•,�ty Assessors Office ;�t 570-328-i3�40 for Parcel Il. TOWN OF VAZL CONSTkUCTION PERI�(IT f� PARCEL 11: �./ D�'�� -bo - vO.J' PERMDATEPP� � ION FORM ��rl''� _� 7C , C j APYLICATION MUST BE FILLED OUT COMPLETELY OR tT MAY NOT BE ACCEPTED *:t**************************** PERMIT INFORMATION ***************************** [ ]-Building [ ]-Plumbing [�j=Electrical [ ]-Mechan'ical [ ]-Other Job Name : �� K��_ Job Address : � � � ��^� �'"�2r r -r (� cJ Legal Descript:ion: Lot Owners Name: B10Ck Flllrig SUBDIVISION: Address: Architect: �T t,� Address: General Description: k 1`r � � l, / � Ph. Ph. � L Work Class: [�r]-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-Other, Number of Dwelling Units: Number of Accommodation Units: Number and Type of Fireplaces: Gas Appliances_ Gas Lo��s_ Wood/Pellet �'***��*******�******•�************** VALUATIONS ***********�•:,******�k***:t******�** EI,EGTRICAL: � � � U�i�kl�R: $ BUILDING : � ._[_.� .�_ _ PLUMBING: � MECF.ANICAL: � TOTAL: � �************�*****�******** CON ACTOR INFOR. 2'I �I *�t**kxN�******��***�******* �eneral Contractor: �tv�:�'a�Town �f Vai1_ Reg. NO. _ Address: Phone Number: _ _ ___ , Town o.f Vail Re NO. S � )�lectrical Contractor: ��,a�j(� ��,,,.)_ g• ,�_ Y Address: Phonc I�t�.imber: _ ___ � 9 --vo2z- Plumbing Contractor: Address: Nlechanical Contractor: Address: *�t�k9c�k��k�kic��k�c9c*�k�k�k�k�c�k�c�cyk�kv4tr�k1:�4�k�c9c BUILDING PERMIT FEE: PLUMBING PERMIT FEE: "�IECHANICAL PE�ZMIT FEE: ELECTRICAL FEE: JTHER TYPE OF FEE: � DRB FEE: Town r�f VGil Reg. NO. Phon� Number: Towit uf Vail Reg. NO. Pho�i� Number: FOR OFFICE USE ****�**�********************�•** _ BUILDING PLAN CHECK FEE: _ _ PLUMBING PLAN CHECK ,�EE: MECHANTCAL PLA,N CHECK FEE: RECREATION FEE: CLEAN--UP DEPOSIT: TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION ::omments : CLEA21 IIP DEP.OSIT REFIIND TQ: BU1:LD12�It�o _.m.._..�._...�-�_--..�_----- .__r.._�._______,_ S I GNA'1'URF � ZONING: -_.___.--. -- ��-- SIGNATU� : _....�. __..._.._.--- _ ,_ z..�=�..-._-�.,�_.-�. �:�_ _ _ - � - _a � � �a CL�-� �� SI�- . _ :: z� , ; � ; � � , t_. � ; t��f i,� � �t;i: `� � �?�i 1�1'�f� il��ia�i�t� I�tF_'G!Ufw:�"I'� i°i:.JF� Ti��ryl�'�.E.:.I Lt:�P� WC7��'rt ;.,i°if�_;::l,_� l�ty��;; ' i= ''�� _�.___ r��'A CS? �__�:__�.___...______.-_______w _. ___._..__ .----_WM__.��-�=--_._____��_r..__r�_.�� wActivity:��7-►��9�W �:�li6l9t�W.'I'ype:�A-CC�I�'iI'rlr� S'�d��_45: IS�aU�D Gonsi:r: A�`[��M t ACIC:IY^Eiss: 7� � FRC?1�TACa� RD WE�T I L_ot��tion: 7� S�'Rt7Nl"Af.:i�' f2D (MUI�IT L�UII_I��I+1G) F'�rYc�el s�:it�:1--�fa4-��-�►�+,� C3c�c: Use: V M1I , De�cri��t i on a ADIDITIQIV OF NEb! �hJTRY F�p�a1 ic�.nt : F2IF'�'Y CtJ�IiRAC;TOFtS �°hone � 97�;.:��.:8�:,6�5 Own er� ; VA I L. C:C]LC]i;ADq hlUhl I G T�'�L �L�G AUT F�h a n e: �Contr��r.t or___RIPF'YNGCINTRAGTOR�M__________.______F�hone�Y9i�3c:H��E��____._______.�__.__...-- Lc�cks, Hc�lds, �nd hloti.ces.... AC7 :G V I i'`f _____hlot ice_�_:+extetMior�--1 i ght�f ixt��ir�e��a�a�r�ov�d___...__________________________.__._w_ Tri�pec:tinn Rec�i_�eat Information.... d f�eq�.�esl.or�: h1:C1',E �'honea :�G�8--3�+�5 �i��c� Time: �+£�:��► Comment�: I*1IF".E. ,:,�:El-�,6c��; Items r°eq�_�ested to be Inspecterl... Action C�m�ent� 7ime ExE C� �►� 9�► L� 1... � C�-- F i n a.l _____.__ ____��__.�...�.. �,_ __.._._. _.._...____._.. ._._..__.�... .__._.______..__________.W..._..___w___ ._..__..._ ... .M_.____. .._�..t�,l.._ __..._.. _ _ ...�..__._._ Inspection Mi�tar�y... •. J:tem: ��1�+ �LDG-Faotir�gG/�teel 1�li�/97 Insp�ctor,� (:D Action; AF��'R ARF'f�OVED Nc�1: es : STAN ALL DOWELS ACCCII�D I hIC; iC� AF�F�F20VED F'L.AIVS REMOV� ROCIiS �� I iVG L1�aE:� A5 C`Hp i R5 �C�1� i,EE1AR Item� ��:� BL_DG-Fcy�.�ndatic�nf�ate�l. 1�/.��tf91 Ins��ectnr�: C`I� Action: AF�F'R AF��i�CIVED Nc�t e s: CQM�'LET�' �tO�fD BEAM I h15iALL.AT i Q�I Q�I NOF'.7H Gl�i.� 7:+P�n� �+�� F'LAN--iLC Site F'l�n � t e rr� :�Z►��?,� PLI?G--Ft�am i n g 1�/1E�/97 In�;pectar�e J'RM Ar_tian: A��F��R AF��RQVE:D +�;�/i�19E3 Zns�er_tor�: �'Ll A��inn: A��R ROCJF FF2Ah1IiVG :� t e m; �k'��`�� gLllG-- I n s�_� 1�t i a n Ztem � �w7iZs6� �LUi.�-She�tr-ock N,�i ]. l: t e m: ��►�7� 8LI?G-M i�c. �1/�7/98 Tnspect�r°� G� Ac•ti.ono AF�F�R LATHE IN�F�ECTIdN 01►1F�I��TE CGNEF� PF'�►I� I1�{S1`ALATSON ANT� J METAL :C1:ema Ttpm: z�pn�: It�em: It�rti: It�m: Tt�m. Item: Ttema fVotesn C _ _ ��9►� �L.UG--F i n a 1 ��3� �11_L�C-7ern�a. C:/Cl �►��,.?,1 �' I RE-TFMF'. C / C7 �►7�5.V;�: F'W--7Ch1�'. C/Cl +�0`�3..?, F'I..ARI-T�'hiF', C/0 +��37 F�L.AN-FIh1AL C/C? �t��°,,�8 F I RE--F I NAL �/ 0 �t�`;:�9 1='W--�'INAL CJ�J �i�54t� BLDG-Fina]. GICI �� r � TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � � o v, � � � ,�s��--� �,�� o v' ,�� — DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD�ALT COMM BUILD PERMT Job Address: Location...: Parcel No..: Project No.: 75 S FRONTAGE RD WEST COMDEV BUILDING 2101-082-36-004 APPLICANT STARK ROOFING COMPANY P O BOX 2082, GLENWOOD SPRINGS CO 81602 CONTRACTOR STARK ROOFING COMPANY P 0 BOX 2082, GLENWOOD SPRINGS C0.81602 OWNER TOWN OF VAIL � FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 Description: REROOF TO MATCH EXISTING Occupancy: B2 Type Construction: V N Type Occupancy: Valuation: Fireplace Information: Restricted: B2 Type V Non-Rated 27,950 fOf Gas Appliances Add Sq Ft: Permit £: B97-0341 Status...: ISSUED Applied..: 09�25�1997 Issued...: 09/25/1997 Expires..: 03�24�1998 Phone: 9709455238 Phone: 9709455238 fOf Gas Logs: fOf Wood�Pallet: ***********icicic**************ic**icir***ic*ic*******ic******ic**ic** FEE SUMMARY ****ic**ic********ic******ic*�tic*iricic***********ir************#** Building-----> 336.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 807.40 Plan Check---> 218.40 DRB Fee-----------------> .00 Additional Fees---------> -807.40 Investigation> .00 Recreation Fee----------> .00 Total Permit Fee--------> .00 Will Call----> 3.00 Clean-Up Deposit--------> 250.00 Payments----------------> .00 TOTAL FEES--------------> 807.40 BALANCE DUE-------------> .00 ic *ic**icic*ic**icirir***ir*******ic*ic****ic*icicir*�F*�t�t*ic*icic*ir****iririr**ir******,t**ir*****irir***ic***ir***ic*ic******ic***ic**icir**�lt**ic*ic***ic**ic*ic******** Item: 05100 BUILDING DEPARTMENT De t: BUILDING Division: 09�25�1997 CHARLIE Action: APPR CHARLIE DAVI� Item: 05400 PLANNING DEPARTMENT Dept: PLANNING Division: 09/25�1997 CHARLIE Action: APPR N�A Item: 05600 FIRE DEPARTMENT Dept: FIRE Division: 09�25�1997 CHARLIE Action: APPR N�A Item: 05500 PUBLIC WORKS Dept: PUB WORK Division: 09�25�1997 CHARLIE Action: APPR N�A ************************************�x*,�*****�x**********************************�**�r******�*****�x***�********************* See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknoNledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply With the information and plot plan, to comply with all 7own ordinances and state laas, and to build this structure according to the Toun's zoning and subdivision codes, design review approved, Uniform euilding Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM Send Clean-Up Deposit To: N�A S TURE Of 0 R CONTRACTOR FOR HIMSELF AND OWNER � " C/l/�i J Q � y. �C*�C*�f *�C**:f�k**********�C*�f *t�C*�f�C*%C*****�C*�f*�[7�1k***�i *�[�f �t**]�*�[�[***%f �t�C**�t***�C�[�C7�C*�Cl�*�t** CONDITIONS Permit £: B97-0341 as of 09�26�97 Status: ISSUED ******************************************************************************** Permit Type: ADD�ALT COMM BUILD PERMT Applicant: STARK ROOFING COMPANY 9709455238 Job Address: Locat,ion: COMDEV BUILDING Parcel No: 2101-082-36-004 Description: REROOF TO MATCH EXISTING Applied: 09�25�1997 Issued: 09�25�1997 To Expire: 03�24/1998 Conditions: 1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 3. ALL WORK MUST COMPLY WITH 1991 UBC CHAP 32 � ' �.. **Contact 'Eagle County Assessor, ffice at� 970-328-8640 for Parcel ��. TOWN OF VAIL CONSTRUCTION PER1�tIT 11 PARCEL 41: PERMIT APPLICATION FORM DATE: �� APPLICATTON MUST BE FILLED OUT COMPLETELY OR TT MAY NOT BE ACCEPTED ****************************** PERMIT INFORMATION ************�**************** [ ]-Building [ ]-Plumbing [ ]-Electric�� [ ]-Mechan'ical [�J'�-Other �f�'G�'�� Job Name: ic��i;� r� � ti��r /: ,��'��t c'/ C� Job JAcldress�rc<<� ��<y-�,�<r/_ Legal Description: Lot Block Owners Name : �� C°��L ` �� 1 <'-�� Z- �t�� Architect: Fil ing SUBDIVISION : Address: Address: Ph. Ph. General Description: _ �� C}�� tZ� rn,� � �� j'� � �(� i Work Class: [ ]-New [ ]-Alteration ( ]-�Additional [ ]-Repair [ ]-Otherfi'��% Number of Dwelling Units: Number of Accommodation Units: N mber and Type of Fireplaces: Gas Appliances_ Gas Logs Wood/Pellet ****�******�t*****�**�******�t***** VALUATIONS ***********�*�r*�r***************** BUILDING: � EI:�ECTRICAL: � OTHER: � � PLUMBING: � MECHANICAL: � !� � � TOTAL: '' i" � �"C� ******************** ****** CONTRACTOR IN�(�RMATION ***�*********************** eneral Contractor: � C��-�t6� Town of Vail Reg. NO.�� - Address: �-��--��=/% Phone Number: Electrical Contractor: Address: Plumbing Contractor: Address: Mechanical Contractor: Address: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: �t***�**********�t*********�**�*** FOR OFFICE USE �t*�t*�*****��**�****��*�*****�r*�x BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK,�'EE: � MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE: TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: Comments: - CLEAN UP DEP.OSIT REF[TND T0: IO�) r-. TO: FROM: DATE: SUBJECT: 75 south trontage road vail, colorado 81657 (303) 479-21.38 or 479-2139 offlce af community development ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE In summary, Ordinance No. 6 states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portion thereof. The right-of-way on all Town of Vail streets and roads is approximately 5 ft. off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified, the Public Works Department will remove said material at the expense of person notified. The provisions of this ordinance shall not be applicable to construction, maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in full, please stop by the Town of Vail Building Department to obtain a copy, Thank you for your cooperation on this matter. Read and acknowledged by: _ , _. ,. 'G � __� _ � L�-G��,��i� �'1 (_ C ! )/i'Gr..C:'l� � osition/Relationship to Project (i.e. contractor, owner) �—_2�2 ��°� 7 Date � � TO: FROM: DATE: RE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 � WHEN A"PUBLIC WAY PERMIT' IS REQUIRED ; Job Name: �Tc�u-�z� �f � 2-��{-' � Date: ��z�� Piease answer the following questionnaire regarding the need for a"Public Way Permit": YES 1) Is this a new residence? 2) Is demolition work being performed that requires the use of the right of way, easements or pubiic property? 3) 4) 5) Is any utility work needed? Is the drive`vay being repaved? Is different access needed to site other than existing driveway? 6) Is any drainage work being done affecting the right of way, easements, or public property? 7) Is a"Revocable Right Of Way Permit" required? 8) A. Is the right of way, easements or public property to be used for staging, parking or fencing? B. If no to 8A, is a parking, staging or tencing plan required by Community Development? NO L -"'�� --_ ��—. L� L� t.. �- If you answered yes to any of these questions, a"Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development. If you have any questions please call Charlie Davis, the Town of Vail Construction Inspector, at 479-2158. I have ,read and answered --. ;�, i/° _--- � Job Name I the above questions. � Confractor's Signature � �/, Date 0 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 .� T� — �°o'� � � � (�� ,O,�s�1 a,�� DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD�ALT COMM BUILD PERMT Job Address: 75 S FRONTAGE RD WEST Location...: 111 S FRONTAGE RD Parcel No..: 2101-082-36-004 Project No.: PRJ98-0002 APPLICANT TOWN OF VAIL $ FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 OWNER TOWN OF VAIL $ FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 CONTR.ACTOR TOWN OF VAIL 75 S FRONTAGE RD, VAIL, CO 81657 Description: COM DEV REMODEL INTERIOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation: B2 B2 V 1-HR Type V 1-Hour 15,000 fireplace Information: Restricted: qOf Gas Appliances Add Sq Ft: Permit #: B98-0003 Status...: ISSUED Applied..: O1/07/1998 Issued...: O1/07/1998 Expires..: 07/06/1998 Phone: 3034792100 llOf Gas Logs: ti0f Wood/Pellet: **icicit*icitirrt*ir*ic�kir**,k*ir*iciricititirittF*ic*icicieic*ic*ir****,k****it*it**k*�k* FEE SUMMARY **iat**�rticiricic**ir**,t***itir***itir*�kiririt*irir*****icicic*ir*iric**ic�t*ic*ic* Building-----> 195.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 474.75 Plan Check---> 126.75 DRB Fee-----------------> 50.00 Additional fees---------> -474.75 Investigation> .00 Recreation Fee----------> .00 Total Permit Fee--------> ,00 Witl Call----> 3.00 Clean-Up Deposit--------> 100.00 Payments----------------> ,00 TOTAL FEES--------------> 474.75 BALANCE DUE-------------> ***ic**irit,t,t**ic****it*irkicrt***iriric*ir**irir****,t,t,t*icic*icit,tic*�-ki�i�*,t,t**,Frt,tir*,t,tic****ttitic,t,t*ir*�Yic*irk,k************it******irk****it**********icictt*ic*irrt Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 01�07�1998 JRM Action: APPR APPROVED JRM Item: 05400 PLANNING DEPARTMENT Dept: PLANNING Division: 01�07�1998 JRM Action: APPR APPR PER MIKE M�JRM Item: 05600 FIRE DEPARTMENT Dept: FIRE Division: O1/07�1998 JRM Action: APPR N�A Item: 05500 PUBLIC WORKS Dept: PUB WORK Division: 01�07�1998 JRM Action: APPR N�A *************,t**********,�***********,�r**�,r*****************,t***,t�******�x*,t****,r***�x*�r*******,t******,Hr********,r************* See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. 1 agree to comply with the information and plot plan, to comply with all Toun ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REDUESTS FOR INSPECTIONS SNALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE -2138 OR AT oU E FROM 8:00 AM 5:00 PM send Clean-Up Deposit To: RE OF OWNER OR CONTRACTO HIMSELF AND OWNER . � � ******************************************************************************** CONDITIONS Permit #: B98-0003 as of 01�13�98 Status: ISSUED *****************************************************************�************** Permit Type: ADD�ALT COMM BUILD PERMT Applicant: TOWN OF VAIL � FINANCE DEPARTMEN Job Address: Location: 111 S FRONTAGE RD Parcel No: 2101-082-36-004 Description: COM DEV REMODEL INTERIOR OFFICES Applied: O1/07/1998 Issued: O1/07/1998 To Expire: 07/06/1998 Conditions: 1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �, TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � � DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E98-0005 Job Address: 75 S FRONTAGE RD WEST Status...: ISSUED Location...: 111 S FRONTAGE RD (COM DEApplied..: 01�07�1998 Parcel No..: 2101-082-36-004 Issued...: 01�07�1998 Project No.: PRJ98-0002 Expires..: 07/06�1998 APPLICANT TOWN OF VAIL $ FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 OWNER TOWN OF VAIL $ FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 phone: 3034792100 CONTR.ACTOR TOWN OF VAIL 75 S FRONTAGE RD, VAIL, CO 81657 Description: ELECTRICAL FOR REMODEL Valuation: 2,000.00 **itit**itic***ic*iciritic**irintic*ic�t*icititiciciciriric�cir*itic*ic*iricir*it*ic*ic*,t*ic** fEE SUMMARY *****itic*iriricic**icR**ic*ic*ic*,ticicic****ir*********icic*****ic***rt**** Electrical---> 50.00 DRB Fee ---> •� Investigation> •� Will Call----> 3.� TOTAL FEES---> 53.00 Total Calculated Fees---> 53.00 Additional Fees---------> -53.00 Total Permit Fee--------> •�� Payments----------------> .� BALANCE DUE------------'> .00 icicicint********�k*it*********�t***it**itic7tir**iriritirYt*iriclr*ir**ic**ir******icic****itic**iric**ic***1c***icic***icittk**ic*ic*******'k**it*1t1r***ic'k*************** Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division: 01�07�1998 JRM Action: APPR APPROVED JD t: FIRE Division: Item: 05600 FIRE DEPARTMENT P O1/07�1998 JRM Action: APPR N�A ************************,t�********************�,r�**,t****,t**********,r**,r,��x**,t,t*********�***�r****,�***rr***�x******************* CONDITION OF APPROVAL 2. FIREDDEPARTMENTNAPPROVAL41SRREQUIREDEBEFORE ANYEWORKPCANNBE� STARTED. iciciciriticititiFic***iciriciciticic****ir*iticiticic*iriririr�lritic**it*i�ir***iticicic•k*ic*ic,kic*itititic*ltiric***iciciciciricicicic**ic**icic*icicicicic*ic*iricic*ic*irkic�ht*icicic*icitic*icic*icicicit**icirk�cic DECLARATIONS I hereby acknowledge that i have read this epplication, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply With the information and plot plan, to comply with all ToWn ordinances and state laas, and to build this structure according to the Toun's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM r URE OF OWNER OR CONTRAC OR F IMSELF AND OWNER . ,. .-� � z ✓ �� tContact Eagle County Assessors Office PER`IIT 1.� at 970-328-8640 for Parcel 41. TOWN OF VAIL CONSTRUCTION ��R EL Il : 2!0 /— Or�.� - 3 �'�o ,� PERMIT APPLICATION_ FORM �l� DATE • _/ Z' �R��/� � �OO Z' APPLICATION MUST BE FILLED OUT COMPLETELY OR TT MAY NOT BE ACCEPTED ****************************** PERMIT INFORMATION **************�**�*********** [ ]-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechan'ical [ ]-Other , ` ///r Job Name: �""��? ��, ' 1 r.' fr^�, �f`_.1 Job Addres� : �`,� �o �r �"� l�r'°cf�, ��-a-,.,;�� ^/�f IG�.� ��V n,`Q ��nq Legal Description: Lot Block� FilingV �N " SUBDIti'ISION: ...--,� i' .. c��.�� _ Address • � ,..x ° '' � ' - m: F �, � �„�'h . - �-- t �- #�, Owners Name :� r.) c� 6tr • 11` •-• , Architect: General Description: Address: i�� _ • � J �� - F�� Work Class: [ ]-New [��-Alteration [ )-�Additional [ )-Repair [ ]-Other Number of Dwelling Units: !'� +"` Number of Accommodation Units: � N�.�.mber and Type of Fireplaces: Gas Appliances ,*****�*�********��*********�***** VALUATION5 � DING: � ET.,ECTRICAL: �� "� E3U I L "`'� PLUMBING: � MECHANICAL:� � Gas Logs Wood/Pellet �**�******�*�******�****�*****�** , �' � �°'� .�^ � �—_ OTHER: $ I,�,,.� . . ,, TOTAL: � *�***��*�****�x***��•**�**�*� ONTRACTOR IN;f�O�'ION ***�k****�*�*******��*�x*��** �eneral Contractor: „ "��,�� 4--r �h.� �° Town of Vail Rec�.�NO. � ,� '%� Address • � �- p00.� Phone Number: '�- ��° r � , ;''' Electrical Contractor: _ l,�_� �%��'" ��_�� ° �' Address : i n8 �;'1 Plumbing Contractor: Address: _ �iechanical Cantractor: ��i�'"� Address: ` _ Town of Vail Reg. NO. Phone Number : ,� �°�"� - 2 1� t Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: ��x��**�r�****��r*******��**�*** FOR OFFICE US�, *�*��****�*�*��*�*��r�*��*��* BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMI'I' FEE : PLUMBING PLAN CHECK ,�'EE : �IECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: �LECTRICAL FEE: RECREATION FEE: �THER TYPE OF FEE• CLEAN-UP DEPOSIT: �RB FEE• . TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: �omments: —_ rT t�eu rro nFP.nSTT REFIIND T0: --- -- ---- -- —r-�---=--__ . -- �--- —_ ------� '�''� ST��C i�JOFiN� C�M�'ANY . P.(J. Box 2082 GLEN��JOOD SPRINGS, COLO�ADO 81602 (970) 945•523$ FAX (970) 945•7574 C�EpT . ClF' �U�tl_IC �;�,iC',�?k�'��:��r(��i�d<�E:� TO T�WN Of�' VFa7L �3C�9 .VA7:L- �,IAL.t,.,.�',' ["?r'..�C'��iE� VfaIL. , C:0 *31fa.`�7 ��: JOHN GAIZE(30S � Page No. � ot � Pages. I �� I" I'�C�) I�' (�) � .'\ I . I DATE PHONE j� f�3�� r�%��%�w"��.�� JOB NAME / LOCATION i�WN t�f= VAIL. L7�P`� . OF C�MMt,JNIrY CaEV�I..�JPM�.N"I' JOB PHONE NUMBER � CJ%� J��C�""7L�.Gj;:: �.. �i..�.,. : :��Q`"".3Q a. � We hereby submit specifications and estimates for: i=urni.�h rn��t�t-ia.1 an�.� labc�r �:.n i7�.��.�a11 a new rc�afi �Ys��rn. E.x�.stxn� ho�, ��;�p;;:��t:, k?�.�:�1�:.--u�-, 7.cjo�f wi1.J r��m{a�.r� irf �J.�c�>, l.ac�se bl,aek �swara.a wiJ.l be �>��Je�� f rorn ro��f . �"� c��wl-�:�c?n �c�<ir� wi.l.:l b� ir��t.�.�.l.�d as to cre�t� a cl�;an , rt i,L ��'. .L Tl �� . U Ci c: C� 1 Tl kJ 1 C� . �� r�� ur�M�..w . f��r' i.m�t�r =�f'ir�.�t m�;t:�3.1. �' l.ra.�hi.r7-� i_ r_,� ,::1 �a c! � r-, f<, �..i r�� a. i f��.>. i�. fi, � t. � c:, �> t�;��.:; t�a rn . E3�C� #�, �-urr�i�;l� rn��t.car�it�l �nc� ?.��.�.�c>r tc� ir�st�l.l �. new �J.lu�d we�rn, sing�.e°-i��.`/ r4.. � .i> .h1 . rc��ai' ;;�.•�;t�n� . E��CG F��SC�. � � s�� ?� �I� ##2 Fut�ri�_�,i� mat��Y.a.��l� �ar�ci 1aL�c,r 1:.�� a.��st:.a�.� � r��w; ho�. air uaeld�:d �eam, I-i ,. P. �:� ��, i. n<a 1�.a -~ p� y � c, c� i� aY � t, � m. F3:CC� PF?:1:�wE r � �� Q E� I [;� t� �, F"�.arni5h n��t��i�i�.l, ar-i� ��k�<�Y• t� a.r�>+�.�J.1 a 7��w, h�t air weJ.cled E::.P, or I-a ;: i�:�,.� .l. �� n, a:i. r'� ��. �; " P 1 Y f'�' ,�> � �. v �> L r� m. �3:CC� PF:7�wE: E..F', ��?�.QU E3�[� #�+YPAL�JN �' �fi�d F� ld T" 1"I x. .'"~� � 1 fll c1 i; fi9 T" �. <� �, r� T1 �.`�. i�%� C> `i' � C:� �, i 1.`-�' �: F� �� c� Tl t? 4J �� il C? �. t�. �" �S �'; Ei �;. t� �7 �.11 �. � U� Y' /� r^� j�� ,, c; t; t� m ,. _: _ �s .L [ ', F? �? � � ; �; '; ,:��-�4�-� �J� �p��P hereby to furnish material and labor — complete in accordance with the above specifications, for the sum of: ) dollars ($ Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifica- Sl tnatured tions involving extra costs will be executed only upon written orders, and will become an 9 .�� extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Note: This proposal may be Our workers are fully covered by Worker's Compensation Insurance. withdrawn by us if not accepted within ��ay��p��p �� Q'�aD��O —The above prices, specifications Signature and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature Date of Acceptance: days. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 �. � �r. DEPARTMENT OF COMMUNITY DEVELOPMENT 1.t�� I � � , G�� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E96-0092 Job Address: 75 S FRONTAGE RD WEST Status...: ISSUED Location...: TOWN OF,_VAIL PARKING LOT Applied..: 05�14�1996 _._..___ _ Parcel No..:��101-082-36-004 � Issued...: 05/20 1996 Project No.: . Expires..: 11�16�1996 APPLICANT TOWN OF VAIL 75 S FRONTAGE RD, VAIL, CO 81657 CONTR.ACTOR TOWN OF VAIL 75 S FRONTAGE RD, VAIL, CO 81657 OWNER TOWN OF VAIL $ FINANCE DEPARTMEN 75 S FRONTAGE RD, VAIL CO 81657 Description: REPLACE PARKING LOT LIGHTING Phone: 3034792100 Phone: 3034792100 Valuation: 2,500.00 int�tir�1'�I'* ir*ic**ir*int FEE SUMMARY int�t**ic*ir**'kA'ic*iciririr�t*icirirk***ic*�yc*****�tint *icir Electrical---> 54.00 DRB Fee ---> .00 Investigation> .00 uill Catl----> 3.00 TOTAL FEES---> 57.00 Total Calculated Fees---> 57.00 Additional Fees--------> .00 Total Permit Fee-----> 57.00 Payments----------------> 57.00 BALANCE DUE-------------> .00 **�t***ic**ic****�t************ *******int***********ic*ic**ir**k************�t�k*********** **** Item• 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division: OS/14/1996 DAN Action: APPR *�*** ��r�� CONDITION OF APPROVAL ��r *�r�x �x�r*�x*�r�r��*�x** DECLARATIONS I hereby acknouledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply uith the information and plot plan, to comply with all Toun ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design revieu approved, Uniform Building [ode and other ordinances of the Toun applicable thereto. RE�UESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OfFICE FROM 8:00 AM 5:00 PM SIGN TURE OF 0 ER 0 TOR FOR HIMSELF AND OWNER _ _ . __ _ � Eagle County Assess� Office � at 570-328-8640 for Parcel 4t . TOWN OF VAIL CONSTRUCTION PER1�lIT �l �PARCEL 4� : PERMIT APPLICATION FORM -- DATE• , APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ****************************** PERMIT INFORMATION ************�**************** [ ]-Building [ ]-Plumbing [,,.�-Electrical [ ]-Mechanical [ ]-Other Job Name : G� „� j� � � Job Address :�� F!� �'Z �'j , Legal Description: Lot Block Filing SUBDIVISION: Owners Name : �L�t,vT� t� � i��.;� . Address : % 5 -S fi � � y> ph . y�� `Z%_S � Architect : Address : Ph .'�`�f • Z�5 �� General Description: ��,�.-t r��,� _ � ��:� Work Class: [ ]-New �.-Alteration � , [ ]-Additional [ ]-Repair [ ]-Other Number of Dwelling Units: Number of Accommodation Units: N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet ********************************* VALUATIONS ***********************��********* BUILDING: � EI,ECTRICAL: � 2�`rj c:% �% OTHER: � PLUMBING: # MECHANICAL:� TOTAL:$ *************************** CONTRAGTOR IN�BRMA�'ION *************************** eneral Contractor: ��y � f�� : Town of Vail Re NO. Address : �-��, g • Phone Number: Electrical Contractor: Town of Vail Reg. NO. Address: Phone Number: Plumbing Contractor: Town of Vail Reg. NO. Address: _ Phone Number: Mechanical Contractor: Town of Vail Reg. NO. Address: _ Phone Nuznber: ******************************** FOR OFFICE USE ******************************* BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK,�EE: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: RECREATION FEE: OTiiER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE: TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: __ SIGNATURE: �--' — ----- —._. ZONING: _______ S IGNATURE : � Comments• C%EAN IIP DEP.OSIT REFUND Tp: ,.. . . . , � L„sign Review Action F�.m TOWN OF VAIL Category Number rJ Date ' ! Project Name: . , . � Building Name: "' � -'�� ,: Project Description: �' _-�° .� �"/'� , _ vwner, Haaress ana rnone: Architect/Contact, Address and Phone: Legal Description: Lot _ Project Street Address: Comments: . ,, - Block Subdivision ,r, Board / Staff Action Motion by: Vote: Seconded by: ❑ Approval ❑ Disapproval [] Staff Approval Conditions: ' Town Planner Date: � � ;,-;. DRB Fee Pre-paid Zone District Tbwiv aF vaiL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.......: Parcel No....: Project No . : OWNER CONTRACTOR NOTE: 11 CJ�.I\ �/...L�TI�}o`ZGCG.� DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BLTILD PERMT 75 S FRONTAGE RD WEST VAIL 210108236004 � �(LSGt-��o�� TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: TOWN OF VAIL 75 S FRONTAGE RD VAIL, CO 81657 License: 463-B APPLICANT TOWN OF VAIL 75 S FRONTAGE RD VAIL, CO 81657 License: Desciption: CONVERT 1 OFFICE INTO 2 Occupancy: Type Construction: Type Occupancy: Valuation B V 1HR �� $5,000.00 Permit #: BO1-0012 Ol/30/2001 Phone: O1/30/2001 Phone: Status . . . : Applied . . : Issued . . . : Expires . . .: � �� Ol/30/2001 Phone: 970-479-2100 Add Sq Ft: 0 ISSUED O 1/30/2001 O 1/30/2001 07/29/2001 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *s*aa**s*aa**aax**a************s**************s*r************r:cas**ts FEE SUMMARY •sss«�******s****s*s�a�*s��ssss+*stssaer*****r�ss�a►�*►*�ss Building------> $95 . 00 Restuarant Plan Review--> $0 . 00 Total Calculated Fees--> $159 . 75 Plan Check---> $ 61. 75 DRB Fee--------------------> $ o. 0 o Additional Fees--------> ($15 9. 7 5) Investigation-> $ 0. 0 0 Recreation Fee--------------> $ 0. 0 0 Total Permit Fee---------> $ 0. 0 0 WillCall-----> $3.00 Clean-upDeposit---------> $0.00 Payrrtents-------------------> $0.00 TOTALFEES-------------> $159.75 BALANCEDUE---------> $0.00 •.*««s**ss**srss�*a*�s�**a*rt**era*«rsr**s**r*srrrrrr***a*ra**►*****:c:*r**►*«srrts�**a�r**rc*as**s►*s*s►*�***��t****r**e*sr**e*«r*rs.****r**r*s*s Approvals: Item: 05100 BUILDING DEPARTMENT O1/30/2001 JRM Action: AP Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS *�*�.:..::...:.,:.:.::*.:::..*..:**:*:*..***:�*.:,:.***.,:.**,:**�**.*�*:.,:�***�:,:��..*****�*� *.«.*....,:.*.,�*:::.�.:..***.■.*..��**�....*.......*�.�. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN BY TELEPHONE AT 479-213 OR AT O ICE FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: SIG ATURE OF OWNER OR CONT OR FOR HIMSELF AND OWNE PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: BO1-0012 as of 01-30-2001 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: TOWN OF VAIL 970-479-2100 Job Address: 75 S FRONTAGE RD WEST VAIL Location: Parcel No: 210108236004 Description: CONVERT 1 OFFICE INTO 2 Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: O l/30/2001 Issued: O 1/30/2001 To Expire: 07/29/2001 APPLICATION WIL�. NOT BE ACCE�TEl3 3F INC�MPi.ETE OR UNSIGNED �' Project #: P�2T01- o o i� Buiiding Permit #: ,(3 0�- d o i z 970-479-2149 (Inspections) �� .i �WN OF YAIL 75 S. Fronta�e Rd. Vaii, Cotorado 81657 T�Wl� OF VA�L BiJ�L�ING PEftMIT APPLICAT�ON Separate Permits are required for electrical, �iumbinb, mechanical, etc.: ,C'ontact �'a /e Cnun Ass�essars fl�c� at 970-328-$S40 �r �risit www, eaale-coun . cDm for Parc�/ # ��rc�l # r�.- l C� l(y �2- 3(,�(��-/ JobName: Ccw�.�l ��'�►Ce �ei,;.��c�e� JobAddress: -7� s'�� '�-f.�� ,\� l s Legal Description Lot: Blocic: Filing: � Subdivision: Owners Name: ,----�� Address: T� y-.�.� ��`..�,� � Phone: 7�f ^ Z 1 Architect/Designer: Address: Phone: � Engineer: Address: Phone: Detaiied description of work: ��,s-��.4,�-� t�,�;`� f;,� �c,+c�!% �,� �'�c �'�"� �c.,� � ''�`+.�r� C> _ ►c. �i c� d c�(J �c�r7�1 c�� '1�� v�.� 4' � ac e� Work Class: New ( ) Addition ( ) Remodel (?� Repair ( ) Demo ( ) Other ( ) j Work Type: Inte�ior (}�j Exterior (), Both () Does an ENU exist at this location: Yes () No (�j Type of Bidg.: Single-family ( ) Two-family ( ) Mul'ti-family ( ) Commercial � Restaurant ( ) Other ( ) ; No. of Existin4 Dwelling Units in this building: No. of Accommodation Units in this building: ---- � No/Type of Fireplaces Existing: Gas Appliances O Gas Loas O Wood/Pellet O Wood Burning O No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood.Burnin NOT ALLOWE� Does a Fire Alarm Exist: Yes (�-) No () Does a Fire Sprinkler System Exist: Yes () No ; CaMP�.ET� VALlJA�IONS FaR BUILDING PERMIT (Labor & Materiais) � BUILDING: $ � �� ELECTRICAL: $ �3'�G� OTHER: $ � PLUMBING: $ MECHANICAL: $ TO�1'AL: � ��1�(`� � REFUND CLEANUP DEPOSIT TO: � CONTRACTOR iNFORMATION //�•, USE ONLY��,_�r��;�r�"Lj.:�Ly�� .: �}�'.�;:. :�.. � ��IVV i � , Date Recesved: F: /eve.ryone/forms/bldgperm D1 .�.J' � - - y- - �. — -- . , ., �� CC�.PTION � 1 O W N A D 1�1 I I� �, i ;� � �i 1 I � i COU ;� CIL CH ��ME3ER __ - --�� ,,- . - ;; COPY or-��e O�FIC� � q �� 5u,�a�� Ct�,15 �YV G� C ��,�� .11 Aa� ��o Ua�.'(-' '��T � ��-�� i ueS l __ �� c�Fr-�cF , , q�a � � ��ti� .y � I c� .-�- v� 5 a�� e D r[.i'G� j� �� ( ��U Coc��e.c� 0('�'ic� �e►�o�e� �� t ` - , . �� ; -- � �; i � � � � - �� RCC�,PTION � . ��owN �on�i� �� I �� I �� ' I ,, i COU ;� CIL CH ��MQER _ _ _ __'�i_ - �;►- . _ , � � A�� tl0 �o�.T' ��T. � �-�� i �e5 � COPY pF(=1�� . .q �� 5�/r��\ 1��'� l � �-..---�--.--• oFr-�c� - ; q.a�� (,�i,� Co,�g �Y J G� j c.0 ��c� .-� v� s�0. I� �� D�c" l.i�G� j� �t`��►��5 ��.I[ � or�i�r II � v. Cov�e< < OFfic� l�ec,�� ,� }-L;- � .. . �� ; _. � ; i � �� C � � � � - / 03-15-2001 Inspection Request RAe��rting age 2 8:24 am __. �__ 1�aii.�r___._Co -._��y_�--- Requested inspect Date: Thur�day, March 15, 2001 Asslgned 70: CDAI�IS Inspection Type: BLDG !nspectfan Area: GG Sfte address: 75 S�R�NTAGE RD WEST VAiI. AIPID IMormstlnn AcUvity: BO'i-0012 Type: ArCOMM ConstParc�el: 21Q108236004 �uP��Y CMmer. TOWN fJF VAiL Applicant: TUWN OF VAIL G�tracta�; T4WN OF VAiL [3escriptict�: CQh1VERT 1 aFFICE INTO 2 Reauestpo lnsaection(sl Item: 90 BL�-Final Requestor: TOWN OF VAIL Comrnents: an Assignec� Ta: C A� ,� ^ 1 Action: 1 11 lY insnection Historv Y � Item: 226 FlRE DEPT. NOTI Item: 30 BLDG-Framing 01/31J01 Inspector: ltem: 50 BLDG-Insu� Item: 60 BlDGv�heetrock I�il Nem: 90 BIDG-Flnai .1� Sub Type: ACQM [Jse: 1/ 'f IiR Phone: 97a479-2100 Status: ISSUED It�p Area: GG Requesbed Time: OS:00 AM Fhone: STO-479-2100 EMered By: JMONDRAGON K '� Approved '� Action: AP APPROVED REPT131 Run Id: 457 �� CONSTRUCTION PERMIT NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE FEB 1988 `� ,� � , DATE �r PERMIT N0. "10� '' � '� °` t �yp g�y 1. TYPE OF CONSTRUCTION I II III I V� �(� `On11 O �al BUILDING department of community development 2.00CUPANCY GROUP A� E H I R M TO BE FILLED OUT COMPLETELY PRIORTO ISSUANCEOF PERM�T TYPE OF PERMIT � BUILDING � PLUMBING � ELECTRICAL ❑ FOUNDATION � MECHANICAL ❑ LEGAL LOT BLK DESC. FILING JOB NAME: TOV FINACNE HHPT. REMODEL OWNER N^ME OF VAIL Raeii ennaFC¢ �5 S FRONTAGE RD. CITY VAIL pH 6—�OOO ARCHITECT FIRM �dAIL ADDRESS CITY PH FiRM SULLIVAN—WOOD CONDT. GENERAL CONTRACTOR TOWN OF VAIL REG. NO. 169—B 949-4143 TELE. FIRM BOB SCHIMPF ELECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. FIRM PLUMBING TOWN OF VAIL REG. NO. CONTRACTOR TELE. FIRM MECHANICAL CONTRACTOR TOWN OF VAIL REG. NO. TELE. OTHER FIRM TOWN OF VAIL REG. NO. CONTRACTOR 7E�E. Z ELECTRICAL DIVISION 2 a 3 4 0 GENERAL DESCRIPTION OF WORK : � PLUMBING REMOVATION & COMPLETE REMODEL OF THE � DOWNSTARS FINANCE DEPT. AND > MECHANICAL MUNICIPAL COURT OFFICE. TYPE GROUP G.R.F.A. VALUATION PERMIT FEES � J H�-' � .-�Z BUILDING PERMIT � i PLAN CHECK A ELECTRICAL � NEW () ALTERATION ADDITIONAL () REPAIR () PLUMBING cn MECHANICAL W DWELLING UNITS ACCOMMODATION UNITS F" RECREATION FEE Z HEIGHT IN FT. NO. FIREPLACES � INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD H U FLOOR CLEAN-UP DEPOSIT � E-+ EXT. WALLS USE TAX � ROOF l I TYPE ELEC. AS TOTA� PERMIT FEES OF HEAT SOLAR woo� GARY MURRAIN FEB. 1988 ADDITIONAL PERMITS NEEDED: BUI�DING OFFICIAL DATE Y N INITIAL ST. CUT ONING ADMINISTRATOR DATE � B�ASTING ZONING 8. BUILDING NOTES: PARKING DEMO t hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot pian, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comp�l,�' i�th all Town ordinances and state laws, and to build this structure according to the Towr�:s� i and subdivision codes, design review approved, Uniform Building Code and other oc� of the To pplicable thereto. --i� SIGNATURE F OW OR CONTRACTOR FOR HIMSELF AND THE NER. i � ��,i'' � � �G � � � L h f � � � n � � �� a 4 � � � � � N � � �` � C �� U �°' C r� � �� p P � � �� .�►- p � Z �I �' r ,� m �°- c i �' � � � � �� '� Z � � � � � � � � � o a� , � f � � � �� n � f L � � 0 �� :.J � � J�1 � c � c � N � R � � � � � � � ''�' � d £ � ➢ o0 7v ��r� T�r °o � �c�o � " � �° � m� '� -�0 � N � � r ��mn t�^ �► r � � o � 4°� � � N x � � 1 f "� cG � .J , r �o �° L � � � � £ X � � � -�- � '�" � w f � �s� �� L n � b � N � � � o p � � � o . � 1- � .a�- D ,� o i .{ � �s ✓�' � � �- �o � �►- .� � pg�o � ��^ m � m . � � i f-- – -- — � _ � ��R Z � � � 7 a � F � i�` � � � � � 9� �� I �I I� I� �� . .�.�, � �i �, �� i� �, i, �� . �� . !I � 1.= � ,�-�� .� � �: �--� �: � �. _ _ - =-P,� �lT= .� L==;r-_� ,�__ �� Y �' �, . � �� I� oe ; ' �� , �p I �� . � � �,. ! � i ;� �, �, I i °r �s � . G �7 .. _ t I I � � � �� 4 � � 0 9 t. .} r � � . }�, � i . . `�:� � ! �� \ � : ' � �y y.; �` • __ _. c i Pao�ecT No. 540 19 AUGUST �97� SOIL & FOUNDATION INVESTIGATION RESERV0IR N0. 6 VAI� WATER AND SANITATION DISTRICT �AGLE COUNTY� COLORADO PREPARED FOR: VAIL ASSOCIATES BOX 6 VAIL� COIORADO 5165% ATTN: MR. JIM VIELE TABLE OF CONTENTS CONCLUSI�NS SCOPE PROPOSED CONSTRUCTION F I EI.D ( NVESTI GAT I ON LABORATORY INVESTIGATION SUBSURFACE CONDITIONS DISCUSSION DESIGN AND CONST_RUCTION DETAIIS CONSTRUCTION INSPECTION TEST BORIN6 LOCATI�N PL_AN TEST BORING LOGS TEST BORING LOGS — LEGEND Bc NOTES GRAOATI�N ANA�YSES • SUMMARY OF LABORATORY TEST RESUITS 0 PAGE � PAGE � PAGE 2 PAGE 2 PAGE 2 PAGE 3 PAGE 3 PAGE 4 PA GE E FIGURE N0. � FIGURE N0. 2 F i GURE P10. 3 FIGUR� NOS. 4-7 TABLE N0. 1 � CI� � � O � � ` ,jE E6 � '�1111 � �� , --•-_ .� • CONCI.US 1 ONS QQb adflJOr G�dC�2 cobrado sp��rx�s cdorado • a0917 303 • S�l`� • X>47 1031 south Jrontac�e road west p o. box fS�14 vai • cobradc; � F�'1657 �p� • 4� • 0297 oundation ngineering i� 1N OUR �PINION� THE PROPOSED WATER STORAGE TANK STRUCTURE SNOULD BE SUPPORTEO BY SPREAD FOOTING FOUNDATIONS PROPORTIONED FOR A MAXIMUM ALLOWABL.E BEARING PRESSURE OF 3000 PSF. 2} THE NATURAL SOILS WILI BE SATISFACTORY TO SUPPORT THE F1.00R OF THE TANK. 3� THE FOtiNDAT10NS SHOULD BEAR ON NATURAL UNDISTURBEO SOILS. THEREFORE� STRUCTURAI FILI. BENEATH FOUNDATION AREAS SHOULD NOT BE NECESSARY. FIIL PLACED ADJACENT TO THE EXTERIOR WALLS OF THE TANK STRUCTURE SHOU�D BE COMPACTED TO AT I.EAST 95� OF MAXIMUM STANDARD PROCTOR DENSITY AND WITHIN 2� OF OPTIMUM MOISTURE CONTENT� PER ASTM D-698• jF� PRESENT GROUND WATER CONDITIONS ARE FAVORABLE F�R EXCAVATION ANO CONSTRUCTION TO A OEPTH OF AT t�EAST TWENTY—FIVE (25) FEET BELOW PRESENT SITE GRAOES. 5� SURFACE M�ATER DRAINAGE FROM UP—SI.OPE AREAS SHOUl.O BE DIVERTED AR�UND AND AWAY FROM THE PROPOSED STRUCTURE. 6) _TYPE i CEMENT MAY BE USED IN ALL CONCRETE. SCOP E THIS REPORT PRESENTS THE RESULTS OF A SUBSURFACE SOIL AND FOUNDATION (NVESTIGATION AT THE SITE OF THE PROPOSED R�SERVOIR N0. C TO BE IOCATED ABOVE THE POTATO PATCH SUBDIVISION AREA� NORTH OF VA1L� EAGLE COUNTY� COI.ORADO. THE PURPOSE OF TH18 INVESTIGATION WAS TO DETERMINE SUBSURfACE . CONDITIONS AT THIS SITE AND TO FORMULATE FOUNDATION DESIGN CRITERIA FOR THE PROPOSED STRUCTURE. �ROJEC7 N0. 5�0 PAGE Z PROPOSED C�NSTRUCTION IT 13 UNDERSTOOD TNAT A WATER STORAGE RESERVOIR WILL BE CONSTRUCTED IN THE AREA COVERED BY THIS INVESTIGATION. THE PR�POSEO STRUCTURE WILL BE APPROXIMATELY EIGHTEEN (18� FEET HIGH FROM THE BOTTOM OF FOUNDATION ELEVATION TO THE TOP OF THE TANK. THE BOTTOM ELEVATI�N OF THE FOUNDA710NS WILL BE AT 57�3•3� WHICH WILL PLACE THE FOUNDATIONS APPROXIMATELY TEN (i0� TO FIFTEEN (�5� FEET BE�OW PRESENT SITE GRADES. CONSTRUCTION WILL BE A COMBINATION OF CAST-IN-PLACE REINFORCEO CONCRETE AND PRE-CAST CONCRETE SECTIONS. LOAOS ARE EXPECTEO TO BE MODERATE. FIELO INVESTIGATiON 7W0 (2� TEST BORINGS WERE �RILLEO AT LOCATIONS APPROXIMATELY SbOWN ON THE 7EST BORING LOCATION PIAN� FIGURE N0. 1. TH� BORINGS WERE DRILlEO WITH A POWER AUGER. SAMPLES OF THE VARIOUS SUBSURFACE STRATA WERE RECOVERED WITH A pCALiFORN1AN SAMPLER AND THE PENETRA- . TION TEST METH00. THE LOGS OF THE TEST BORINGS ARE PRESENTED ON FIGURE NOS. 2 AND 3. LABORAT�RY INVESTIGATION AL� RECOVERED SAMPLES WERE RETURNED 70 OUR COLORADO SPRINGS �ABORATORIES WHERE THEY WERE CAREFULLY CLASSIFIED AND A LABORATORY TESTING PROGRAM WAS INITIATEO BY THE PROJECT ENGINEER. LABORATORY TEST RESULTS ARE PRESENTED (N FIGURE NOS. 4 THROUGH 7 AND TABLE N0. 1. PROJECT N0. 5�0 PAGE 3 SUBSURFACE CONOITIONS SUBSURFACE CONDITIONS AT TNIS SITE ARE FAIRLY UNIFORM. BENEATH A THfN LAYER OF TOPSOIL DEVEIOPMENT� TNE TEST BORINGS PENETRATED FROM TWELVE (�2� TO THIR7EEN (�3� FEET OF MEDIUM STIFF TO STIFF� SANDY TO VERY SANDY CLAY WITH SOME GRAVEL AND SMALL COBBLES. BENEATH THE CIAY LAYER� THE TEST B�RINGS PENE1TRATED APPROXIMATEIY FOUR (�� FEET OF MEDIUM DENSE� C�AYEY� GRAVELLY SAND WHICH WAS UNOERIAIN BY MEOIUM DENSE� SILTY TO C�AYEY SAND AND GRAVEL. NO GROUNO wATER wAS ENCOUNTER�D TO A oEPTH OF TwENTY-SEVEN (27� FEET� THE MAXIMUM DEPTH EXPLORED. DISCUSSION THE NATURAI SOILS ENCOUNTERED AT AND SLIGHT�Y BELOW THE PROPOSEO FOUNDATION ELEVATIONS CONSISTED OF MEDIUM STIFF TO STIFF SANDY TO VERY SANDY C�AY� OR MEOIUM DENSE� CIAYEY� GRAVEL�Y SAND. THESE MATERIAIS NAVE MODERATE SUPPORTING CAPACITIES AN� CAN BE CLASS{FIED AS NON-EXPANSIVE IN tHAT THEY WILL NOT CHANGE VOLUME ($WELL� IF THEIR MOISTURE CONTENT IS INCREASED. BASE� ON THE SUPPORTING CAPACITY OF TME �OWEST QUALITY BEARING MATERIA�S ENCOUNTERED AT FOUNDATION ELEVATIONS� iT IS RECOMMEhDED ' THA7 THE PROPOSED STRUCTURE BE SUPPORTED BY CONVENTIONAL SPREAD FOOTINQ FOUNDATIONS PROPORTIONEO FOR A MAXIMUM A��OWABLE 6EARING PRESSURE OF 3000 PSF, AS PRESENTEO (N THE CONC�USIONS OF THIS REPORT. I PROJECT N0. 540 PAGE 4 IN SIMiI.AR SOIL PR�FILES IN THE VAI�� C�LQRADO AREA� IT (S NOT UNCOMMON T� ENCOUNTER ISOLATED� RELATIVELY SOFT POCKETS WITHIN THE BEARING STRATA. IF SUCH SOFT POCKETS ARE ENC�UNTERED AT OR SIIGHTLY BEL�W FOUNDATION EI.EVATIONS� THE FOUNDATIONS SHOULD STEP DOWN TO BEAR ON MORE COMPETENT SOIIS. SINCE SUCH ISO�AT60 SOFT POCKETS COUlO OCCUR WITHIN THE TYPE OF SOIL PROFILE ENCOUNTERED AT THIS SITE� IT IS CONSIDERED IMPERATIVE THAT THE SOIL ENGINEER BE GIVEN THE OPPORTUNITY TO INSPECT THE OPEN EXCAVATI�NS PRIOR TO PLACEMENT OF REINF�RCING STEEL OR CONCRETE. ' DESIGN AND CONSTRUCTION DETAiI.S �� THE THIN LAYER OF TOPSOIL DEVEI.OPMENT SHOULO BE STRIPPEO FROM WITHIN THE AREA TO BE EXCAVATED. THE ORGANIC TOPSOIL SHOULO BE STOCKPILED TO BE USEO AS BACKFILL IN LANOSCAPED AREAS ONLY. 2� EXTREME CARE SHOULD BE TAKEN DURING FOUNDATION EXCAVATION TO AV�ID DISTURBANCE T� THE BEARING MATERIALS. ANY MATERIALS LOOSENED OR DISTURBED BY THE EXCAVATION PROCESS SHOULD BE REMOVED FROM BENEATH THE TANK STRUCTURE FOUNDATIONS AND FL�OR AREA� BY HANO TUOLS IF NECESSARY. 3� AlL BACKFI�I P�ACED ADJACENT TO THE EXTERIOR FOUNDATION WALLS OF THIS STRUCTURE SHOULD BE COMPACTED TO AT LEAST 95� OF MAXIMUM STANDARD PROCTOR DENSITY� PER ASTM D-698. THE BACKFILI. IMMEDIATELY ADJACENT TO THE FOUNDATION WAL�S SHOULD BE COMPACTED BY RELATIVELY LIGHTWEIGHT EQUIPMENT WHICH WILI. NOT EXERT EXCE831VE �ATERA� PRESSURES ON TFIE FOUNDATION WALLS. IT IS � ' ' I PROJECT N0. 540 PAGE 5 SUOGE3TED THAT TME FOUNOATION WAL�S BE PROPERLY 6RACED AT THE TOP OF THE WALLS PRIOR TO COMMENCING THE BACKFILLING OPERATIONS. �� THE ON-SITE MATERIALS� EXCLUSIVE OF THE HIGHLY ORGANIC TOPSOIL DEVELOPMENT� WILL 8E SATISFACTORY FOR USE AS BACKFILL ADJACENT TO THE FOUNDATION WALLS. ALL MATERIALS EXCEEDING A PARTICLE SIZE OF FOUR �4� INCMES SHOULD BE REMOVED FROM THE BACKFII.L IN OROER TO ACHIEVE AOEQUATE C�MPACTtON. �� THE GR�UND SURFACE AOJACENT TO THE STRUCTURE SHOULD BE GIVEN A GQOD SLOPE AWAY FROM TNE FOUNOATIONS ON ALL SI�ES TO CONTROI. SURFACE WATER RUN-OFF. EXCESSIVE RUN-OFF FROM UP-S�OPE �RAINAGE AREAS SHOULD BE INTERCEPTED BY SHALLOYV SWALES OR DRAINAGE DITCHES TO OIVERT THE SURFACE WATER AROUND AND AWAY FROM THE STRUCTURE. PROJECT N0. 5�0 PAGE 6 � CONSTRUCTION INSPECTION THE ANALYSIS ANO RECOMMENOATtONS SUBMITTED IN TNIS REPORT ARE BASED UPON THE DATA OBTAINED FROM THE TWO (2� SOIL 80RINGS PERFORMED AT THE �OCATION3 INDICATEO ON THE LOCATION DIAGRAM. THIS REPORT DOES NOT REF�ECT ANY VARIATiONS WMICH MAY OCCUR BETWEEN THESE 80RINGS. THE NATURE ANO EXTENT OF VARIATIONS BETWEEN TME BORINGS MAY NOT BECOME EVIOENT UNTIL COURSE OF CONSTRUCTION. FOR THIS REASON� IT IS RECOMMENOEO THAT THE SOIL ENGINEER INSPECT THE OPEN EXCAVATtONS. IF vAR1AT10N3 THEN APPEAR EvIDENT� IT w�LL BE NECESSARY FOR A RE-EWALUATION OF TME RECOMMENDATIONS OF THIS REPORT TO BE MADE AFTER PERFORMIN6 ON-SITE OBSERVATIONS DWRING THE CONSTRUCTION PER100 AND NOTING THE CHARACTERISTICS OF ANY VARIATIONS. THIS REPORT NAS BEEN PREPAREO IN ORDER TO AID IN THE EVAIUA- TION OF THIS PROPERTY AND TO ASSIST THE ARCHITECT OR ENGINEER IN TME DES16N OF TNiS PROJECT. IN THE EVENT THAT ANY CHAN6ES IN THE OESIGN OR LOCATION OF THE BUILOIN6 AS OUTLINED OR PRESENTEO IN THIS REPORT ARE PIANNED� TME CONCLU�IONS AND RECOMMENDATION$ CONTAINED IN THIS REPORT SHAL� NOT BE CONSIOERED VALID UNLESS THE CHANGES ARE REVIEWED ANO CONCLU310NS OF THIS REPORT �ODIFIED OR APPROVEO IN wRiTiNG BY THE SOIL ANO FOUN�ATION ENGINEER. o�Pg E. SUgj�F� �.r ��G�ST6R�o l�,F RESPECTFULLY SUBMI TTED� i��'`� "''r *,� 9�91 �� THOIMAS E. SUMMERLEE� P.E. � :�o,;.F ��a�` � PRES I DENT � � `�S/ONAI �` O q� ... ., .,�.,�„�...� �P F pF ��0 3 COPIES SENT � CC: �EAK ONE COMPANY� ATTN: MR. CRAIG ROBILLARD PROJECT N�. 540 19 AUGUST 197� TEST BORIN6 �OCATION PLAN _.__.__..__�.____. RESERVOIR N0. 6 VAIL WATER & SANITATION DISTRICT EAG�E COUNTY� COLORA00 � INDICATES TEST BORING LOCATION FIGURE No, i i • � 8755 8750 H W 8745 � w z 0 � < W 8740 � W ' a735 8730 �725 TES T BOR I NG LOGS � � � �� ,1 � PROPOSEO BOTTOM OF FOUNOATION LEVEL 14 �� - 25 N0. 2 �z 27 SEE FIGURE N0. 3 FOR LEGENb & NOTES 0 PROJECT N0. 540 i • 1 8755 50 f- W 8745 � w Z a � � a 8740 J w $? 35 87 30 87z5 FIGURE N0. 2 TEST BORiNG LOGS - LEGEND & NO TES LEGEND � TOPSO I L � CLAY — SANOY TO VERY SANDY� MEOIUM STlFF TO STIfF� �IGHT TO MEDIUM M013T� BROWN TO REDOISH BROWN� WITH OCCASIONAL GRAVEL AND SMALL COBBLES. Q SAND — CI.AYEY� GRAVELLY� MEDIUM DENSE� LIGHT TO MEDIUM MOIST� REOOISH BROWN TO BROWN� WITH OCCA510NAL COBBLES. ��o• SAND & GRAVEL — SI�TY TO CLAYEY� MEDIUM DENSE� MEDIUM MOIST� 9ROWN TO REDDISH BROWN� WITN COBBLES AND OCCASIONAL BOULDERS. N� � 1� THE TEST B�RINGS WERE ORIL�ED WITH A CONTINUOUS FLIGHT POWER AUGER � 4N D I A. � ON �,rj AUGUST � 9%'�'�'• 2� �S INOICATES THAT �H BIOWS FROM A �40—LB. HAMMER FA�LING 3O INCHES WERE REQUIRED TO DRIVE THE SAMPLER �Z INCHES. 3� NO GROUNO WATER WAS ENCOUNTEREO AT THE TIME OF DRILLING. �) THE IOGS SHOW APPROXIMA7E BOUNDARIES BETWEEN THE VARIOUS STRATA AT THE DATES AND IOCATIONS INDICATED AND IT IS NOT - WARRANTED THAT THEY ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS ANO TIMES. FIGURE N0. 3 THOMAS E. SUMMERLEE SOIL LABORATORY PARTICLE SIZE DISTRIBUTION ANALYSIS PROJECT N0. 540 SITE VAIL � DATE SAMPLED 8/t5/74 HOLE NO. � SAMPLE DEPTH �2.5� DATE H� � SAMPLE LOCATION RESERVOIR M0. 6� VAIL W�TER & SANITATION D13TRICT� E�GLE COUNTY COLORADO REMARKS MVDROMETER ANALYSIS SIEVE ANALYSIS TIdE READINGS U.S. STANOARD SIEVE SERIES CLEAa SQUARE OPENIN68 .,_ �40 #�o �CLAY(VLASTIC� TO SI�T(NON_PLASTIC� 0.42 �OF PARTIC�ES IN MILl1 $A NO NE yEOIUM 2:0 GRAVEL OARSE i1NE COARSE 00 >0 30 �o � 50? N N i 50° � _ W 40� W a 30 20 10 0 lUV J CO�i. �� SIEVE PERCENT N0. PASSING 3 0" . � 5,� 3�(�n 3/8" 100.0 ��+ 98. 6 �B 96.z #�b 90.1 � 3� 79. 6 #5Q 66.1 #100 5�,0 :;200 41.4 ATTERBERG LIMITS LL FL PI C�ASSIFICATION USCS SM—SC F IG. N0. � THOMAS E. SUMMERLEE SOIL LABORATORY PARTICLE SIZE DISTRIBUTION ANALYSIS - PROJECT N0. 54� SITE VAIL DATE SAMPLED 8/t5/74 HO�E NO. � SAMPLE DEPTH i5•3� DATE $I��74 SAMPLE LOCATION RESERVOIR N0. 6� VAIL WATER & SANITATI�N DISTRICT� ERGLE COUNTY� COLORADO REMARKS 2SH iM 4 0 �o 20 30 0 Z:,o < r ��c _ �6C � W G 7c SC 9� I i oc .oc MYDROMETER ANALYSIS SIEVE ANALYSIS TI�E READINGS U.S. STANDARD SIEVE SERIES CLEAR SQUARE OPENING8 #40 #�o � � CIAY(P�ASTIC) TO SIIT(NON-PLASTIC) 0.42 PARTICLES iN �AIL�I $A ND FIHE MEOIUN 2:0 GRAVEI OARSE FINE COAR5E �� .� :� �o � 60? N N i 5oa � _ W �� W d 30 20 10 n 100 J CO��• �� SIEVE PERCENT N0. PASSING 3 0" . � . 5 �� 3/4" 100.0 3/8" 9�.3 �4 86. 3 �8 8U.1 #16 72,2 #30 62,6 #50 5z.z #��0 40.6 #200 33,0 ATTERBERG �IMITS L� PL FI CLASSIFICATION �JSCS SM—SC �IG. N0. rj THOMAS E. SUMMERLEE SOtL LABORATORY PARTIC�E SIZE DISTRIBUTION ANALYSIS PROJECT N0. 5�O `.-_ HOLE NO. 2 SAMPLE DEPTH 15,7� DATE 8/�9/74 SITE VAIL �ATE SAMPLED 8/15/74 , SAMPLE LOCATION RESERYOIR N0. 6� VAIL WATER & SANITATI�N DISTRICT� EAGtE COUNTY� COLORADO __ REMARKS � 2 ... .,.. 4 0 I �o ' • 1- HVORO�ETER ANAIYSIS SIEVE ANALYSIS TI�E REAOINGS U.S. STANOARD SIEVE SERIES CLEAR SQUARE OPENINGB l�40 #10 . .,.. .--� ---, -- - --.. -- �CIAY(PIASTIG� TO SILT(NON_PLASTIC� 0,42 0� PARTICLES IN MIL�i $ANO FINE M OIUN 2:0� OARSE GRAVEI iIME COARSE ��■ �o 30 �o � JO? N I11 < 5pa � _ W w�� W n 30 20 10 0 100 J CO��• SIEVE PERCENT N0. PASSING 3 0,� . t . 5 �� 3/4" 100.0 3/8�� 92.3 �4 83.? �� 75•3 #� 6 66.6 �30 58.6 ��0 �8.� #�o0 3S•9 #200 26.2 ATTERBERG LIMITS LL PL P� CLASSIFICA710N uSCS SM—SC F 1 G. N 0. rT TABLE N0. 1 LABORATORY TEST RESULTS THOMAS E. SUMMERLEE, A CORP. PROJECT N0. 540 DATE $��7� HOLE OEPTH� NATURAL NATURAL ATTERBERG UNCONFINEO -2OO PARTiCLE »N~ SOIL �ESCRIPTION N0. FEET MOISTURE� ORV LIMITS COMPRESSIVE StEVE� SIZE VALt1E OR CIASSiFICATION � OEP1S1 YY� LL�' PL� P I� STRENGTH� � ANALYS) S PCF PSF � Z�.l ��)r 98 _� �_ __ __ �_ _� �S CLAY-SANDY 1 10.7 9.5 �25 22 16 6 26�0 -- -- 14 CLAY-SANDY � 12•,r G�•$ �j'l 22 �( 6 -- k�.'�1� F16. 4 �O CI.AY-VERY SANDY > >5,3 7,6 __ __ -- -- -- 33•n F��• 5 25 SAND-CLAYEY 2 9.7 �.0 114 -- -- -- -- 19•7 FIG. 6 12 SAND-CLAYEY 2 �5�? 12.y. �23 __ __ __ __ 26.2 FIG. 7 27 SAND-CLAYEY �� SUBSURFACE INVESTIGATION EXISTING PAUNICIPAL BUIL.DING VAIL, COLORADO 0 PREPARED FOR:- TOWN OF VAI� P. 0. Box ioo VAIL. C01..ORADO 81657 ATTNa MR. BEN STRAHAN BUILDING INSPECTOR PROJECT NO. 669 8/6/75 �� ,�. � � e� -� : �` � � �'*�4 +r�.- n }r^ ,,., ��. ::. �. �� ?hp. :� �+� y ,��i t ' , �; � ., �,E3 �. E 0 F C 0 NT ��,TS_ C�NCLUSIONS SCOPE EXISTING CONDITIONS FIEL.D INVESTIGATION DISCUSSION SURFACE DRAINAGE ADOITIONAL CONSULTATION AND INSPECTION TEST BORING AND TEST PIT LOCATION PLAN TEST SORING AND TEST PIT LOGS TEST BORING AND TEST PIT LOGS - LEGEND AND NOTES GRADATION ANALYSES DRAINAGE AND MOISTURE PROTECTION pETAILS SUMMARY OF LABORATORY TEST RESULTS 0 0 �� ,. ,..,.. � ,. .. ,>, s„ .. PROJECT NO. 669 8/6/75 PAG� 1 PAGE 1 PAGE 2 PAGE 3 PAGE 4 PAGE 7 PAGE 8 FIGURE N0. 1 FIGURE N0. 2 FIGURE N0. 3 �IGURE NOS. 4 THRU 10 F I GURE NO . 1 1 TABLE N0. 1 �� : }°` � a x � s �, `., '�+' �t?� wu '��i�� s� . � x � ,�' �'�� , t�� s��' ��,..'; � V � C � L � � � � � � � Q �' J � �_ � CIJ � � V � .• � . •• •• • •�.�• • •. •� .�• i�� •� �. 1031 souch Jrontage road'wes� p. o box 'K�44 v�l • cdorado • b1657 30� • 476 • 0297 Soil � oundation ng�neQring ... •, AUGUST 6� 1975 REi INSPECTION OF EXISTING MUNICIPAI.. BUILDING TOWN OF VAIL EAGI.E COUNTY , CO�ORADO PROJECT N0. 669 I-75-4-24 1) THE EXI57ING STRUCTURE IS EXPERIENCING SETTL.EMENT DUE TO THE PRESENC� OF RELAT I VEL.Y SOFT , L.OW DENS I TY , HIGH MQISTURE CONTENT SOiLS LOCATED BENEATH THE SPREAD FOOTING FOUNDATIONS. 2) SETTLEMENT OF THE BEARING MATERIALS BENEATH THE FOUNDATION IS PROBABLY BEING ACCEL,ERATED BY MOISTURE ACCUMULATION BELOW FOUNDATION LEVELS. 3) IN OUR OPINION. AN ATTEMPT SHOULD BE MAOE TO REDUCE OR TERMINATE TNE S�TTLEMENT OF THE SPREAD FQOTING FOUNDATIONS BY A PR�SSURE GROUTING (MUD JACKING) PROCEDURE. 4) IN CONJUNCTION WTTH THE GROUTING (MUD JACKING) PROCEDURE, SURFACE DRAINAGE SHOULD BE IMPROVED ALONG THE NORTH AND EAST WALLS OF THE EXISTING STRUCTURE. 5) IF SUBSEQUENT OBSERVATIONS REVEAI. THAT THE MUD JACKING PROCEQURE AND SURFACE DRAINAGE CHANGES HAVE NOT BEEN SUCCESSFUL IN ARRESTING THE FOUNDATION SETTL.EMENTS, THEN IT WILL BE NECESSARY TO UNDERPIN THE EXISTING SHALLOW FOUNDATION�SYSTEM. �� PRESENTED HEf2EWITH ARE THE RESULTS OF A SUBSURFACE INVESTIGATION CONDUCTED AT THE SI7E OF THE EXISTING VAIL MUNICIPAL BUILDING� LOCATED ON THE SOUTH FRONTAGE ROAD WEST, VAIL, EAGLE COUNTY, COLORADO. PROJECT N0. 669 PAGE 2 THE PURPOSE OF THIS INVESTIGATION WAS TO INVESTIGATE THE CAUSES OF TNE SETTLEMENT WHICH HAS OCCURRED TO THE EXISTING VAIL MUNICIPAL BUILDING AND TO FORMULATE APPROPRIATE CRITERIA TO PREVENT FURTHER SETTLEMENT OF THE EXISTING STRUCTURE. ► •►� �►� IT IS UNDERSTOOD THAT THE EXISTING VAIL MUNICIPAL BUILDING WAS CQNSTRUCTED IN 1970 OR 1971. THE EXISTING STRUCTURE IS SUPPORTED BY CONVENTIONAL SPREAD FOOTING FOUNDATIONS. PERFORMANCE OF THE STRUCTURE WAS SATISFACTORY UNTIL THE SPRING OF 1975, WHEN SEVERAL SETTLEMENT CRACKS WERE OBSERVED IN THE MASONRY WALLS, PARTICULARLY AROUND TNE ASSEMBLY ROOM PORTION OF THE BUILDING. THIS IS THE PORTION OF THE BUILDING WHICH.DOES NOT HAVE A BASEMENT BENEATH IT. THE SLAB-ON-GRAD� IN THIS AREA HAS ALSO EXPERIENCED A CONSI�ERABLE AMOUNT OF SETTLEMENT. INSPEGTIONS WERE CONDUCTED BY THIS FIRM ON APRIL 28. AND MAY 23. 1975: A CONSIDERABLE AMOUNT OF ADDITIONAL SETTLEM�NT OF THE EXISTING STRUCTURE WAS OBSERVED FROM THE TIME OF OUR FIRST INSPECTION UIVTIL THE MAY 23 INSPECTION. IT IS OUR OPINION THAT THE EXISTING BUILDING HAS BEEN EXPERIENCING CONTINUAL SETTLEMENT SINCE THE BUILDIPIG WAS CONSTRUCTED� BUT THE SETTLEMENT HAS NOW REACNED SUCH A MAGNITUU� THAT IT IS BECOMING VERY APPARENT BY THE DISTRESS 0 PROJECT N0. 669 PAGE 3 BEING CAUSED TO THE BUIL.DING WALLS AND GROUND FLOOR SLAB- ON-GRADE. THE PORTIONS OF THE BUIL�ING WHICH ARE UNDERLAIN BY A BASEMENT HAVE NOT EXPERIENCED A CONSIDERABLE AMOUNT OF SETTLEMENT. TN�RE ARE ONLY MINOR HAIRLINE CRACKS IN THE WALLS ABOVE THE BASEMENT PORTION OF THE BUILDING. FIELD INVESTIGATION SEVERAL TEST BORINGS AND TEST PITS WERE CONDUCTED TO EVAI.UATE THE SUBSURFACE CONDITIONS, PARTICUI_ARLY AROUND TNE ASSEMBLY ROOM PORTION OF THE EXISTING BUILDING. TEST PI7 NO. 3-A� WHICH WAS EXCAVATED ADJACENT TO THE BASEMENT PORTION OF THE EXISTING STRUCTl1RE (SEE TEST BORING AND TEST PIT LOCATION PLAN, FIGURE NO. 1), ENCOUNTERED MEDIUM DENSE SILTY TO CLAYEY SAND AND GRAVEL DEPO5ITS AT AND SLIGHTLY BELOW THE BASEMENT FOUNDATION LEVEL. A TEST PIT WAS ALSO CONDUCTED ON THE IIVTERIOR OF THE STRUCTURE ADJACENT t0 TEST PiT N0. 3-A. THIS TEST PIT WAS EXCAVATED BY SAW-CUTTING THE BASEMENT FLOOR SLAB AND EXCAVA7ING BY HAND BELOW THE FLOOR SUBGRADE MATERIALS. MEDIUM DENSE SAND � AND GRAVEL DEPOSITS WERE ALSO ENCOUNTERED BY THIS INTERIOR TEST PIT. THREE (3) ADDI7I�NAL TEST PITS (NbS. 1 THRU 3) AND FOUR (4) TEST BORING5 (NOS. 1� 1-A� 1-B AND 2) WERE CON- DUCTED ON 7HE EXTERIOR OF THE BUII.DING ADJACENT TO THE PROJECT NO. 669 PAGE 4 NON-BASEMENT ASSEMBLY ROOM AREA. THE TEST BORINGS CONDUCTED AS PART QF THIS INVESTIGATION WERE UNABLE TO PENETRATE TO DEPTHS GREATER THAN SEVEN (7) FEET BELOW PRESENT SITE GRADES �UE TO THE PRESENCE OF MANY COBBLES AND BOULDERS WITHIN TNE SUBSURFACE STRATA. THE TES7 PIT EXCAVATIONS IN 7HIS AREA DID REVEAL THE SPREAD FOOTING FOUNDATION SYSTEM. THE WALL FOOTING IN THIS AREA IS PROBABLY A SIXTEEN (16) INCH WIDE FOOTING, BASED ON OUR OBSERVATIONS MADE IN THE TEST PIT EXCAVATIONS. THE TEST PITS REVEALED THE PRESENCE OF VERY LOOSE AND SOFT MATERIALS BELOW TNE SPREAD FOOTING FOUNDATIONS. IN SOME AREAS IT IS BELIEVED THAT THE MATERIAL BENEATH THE SPREAD FOOTING FOUNDATIONS IS OLD FI�L. NO GROUND WATER TABLE WAS ENCOUNTERED BY THE TEST PIT EXCAVATIONS OR THE TEST BORINGS. DI�c is Ior� IN OUR OPINION, THE SETiLEMENT WNICH IS BEING EXPERIENCED BY THE NON-BASEMENT ASSEMBLY F��OM PORTION OF THE EXISTING ' STRUCTURE IS CAUSED BY CONSOLIDATION OF THE BEARING MATERIALS. IT IS PROBABLE THAT SOME OF THE MATERIALS LOCATED BENEATH THE SPREA� FOOTING FOUNDATION SY5TEMS ARE OLD FILL. BASED ON THE RESUl...7S OF OUR SUBSURFACE INVESTIGATION, THE OLD FILL AND NATURAL SOILS LOCATED BENEATH 7HE SPREAD PROJECT N0. 669 PAGE 5 FOOTING FOUNDATIONS ARE NOT COMPETENT ENOUGH TO WITHSTAND THE BEARING PRESSURES BEING IMPOSED BY THE EXISTING SPREAD FOOTING FOUNDATION SYSTEMS. THEREFORE, THE BEARING MATERIA�S ARE OVERLOADED AND ARE EXPERIENCING CONSOLIDATION WHICH IS CAUSING SUBSEQUENT SETTLEMENT OF THE EXISTING STRUCTURE. IT IS OUR OPINION THAT THIS SETTLEMENT WILL CONTINUE TO OCCUR OVER A LONG PERIOD OF TIME, POSSIBLY AS LONG AS FIVE (5) TO TEN (10) YEARS. THEREFORE, IT MUST BE ANTICIPATED THAT ADDITIONAL SETTLEMENTS WILL OCCUR TO THE EXISTING NON-BASEMENT AREA OF THE STRUCTURE. CONSIDERATION WA5 GIVEN TO UNDERPINNING THE EXiSTING FOUNDATIONS. THIS WOULD REQUIRE REMOVAL OF THE COMPRESSIBLE MATERIALS FRpM BENEATH �OUNDATION AREAS AND STEPPING THE EXISTING FOUNDATIONS DOWN TO BEAR ON MORE COMPETENT STRATA. FROM THE RESULTS OF THIS INVESTIGATION, WE WERE UNABLE TO DETERMINE AT WHAT DEPTH COMPETENT STRATA WOULD BE ENCOUNTERED BENEATH THE EXISTING FOUNDATIONS. DUE TO THE SOFTNESS AND LOOSENESS OF THE EXISTING BEARING MATERIALS, IT WAS NOT OESIRABLE TO EXCAVATE THE EXPLORATORY TEST PITS TO SIGNIFICANT DEPTHS BELOW THE EXISTING FOOTINGS SINCE THERE IS A DANGER OF UNDERMINING TNE EXISTING FOUNDATIONS. THIS COULD CAUSE EXTREMELY EXCESSIVE FOUNDATION SETTLEMENTS AND POSSIBLY MAJOR DAMAGE TO THE EXISTING BUILDING. THEREFORE, IF UNDERPINNING IS TO BE CONDUCTED, IT WILL BE NECESSARY TO PERFORM ADDITIONAL EXPLORATIONS TO DETERMINE THE SURFACE � PROJECT NO. 669 PAGE 6 - OF A MORE COMPETENT BEARING STRATA BENEATH THE EXISTING FOUNDATIONS. THE ME7HOD OF UNDERPINNING (AS DESCRIBED ABOVE) IS RELATIVELY EXPENSIVE AND WOULD BE VIRTUA�LY IMPOSSIBLE TO PERFORM BENEATH THE FOUNDATION AREAS LOCATED ON THE INTERIOR OF THE STRUCTURE. THEREFORE� AN UNDERPINNING PROCEDURE WOULD BE ONLY A PARTIAL SOLU7ION. IT IS RECOMMENDED tHAT THE EXISTING BUILDING FOUNDATIONS BE STABILIZED BY A METHOD OF PRESSURE GROUTING OR MUD JACKING. THIS �OULD BE THE ONLY WAY TO STABILIZE THE BEARING MATERIALS BENEATH THE EXISTING INTERIOR SPREAD FOOTING FOUNDATIONS WITHOUT AN UNDERPINNING PROCEDURE. THIS METHOD COULD ALSO BE USED TO STABILIZE THE MATERIALS BENEATH THE GROUND �LOOR SLABS. MUD JACKING OR PRE5SURE GROUTING MAY PROVE TO BE LESS THAN COMPLE�ELY SUCCESSFUL. PARTICULARLY ALONG THE EXTERIOR FOUNDATION WALLS WHERE THERE IS NO METHOD OF CONFINING THE PRESSURIZED GROUT INDUCED �ENEATH THE FOUNDATION SYSTEMS. HOWEVER� IT IS VERY POSSIBLE THAT A MUD JACKING PROCEDURE WILL BE"5UCCESSFU� ENOUGH TO STABILIZE THE EXISTING BEARING MATERIALS AND PREVENT FUTURE ADDITIONAL SETTLEMENTS OF THE EXISTING STRUCTURE. SINCE UND�RPINNING IS A RELATIVELY EXPENSIVE METHOD WHEN COMPAR�D TO A MUD JACKING PROCESS, IT IS RECOMMENDED THAT THE GROUTING PROCEDURE AT LEA57 BE ATTEMPTED , � ,� ' ,� "r� � � � � � ; � � �' x ,�,�4' . ;f.� r'��?';S�a�. �. �+ .. . . . . . , . . . . . . ,�w.,Eiy � M'? �r .�,��s�`�-�+�ts:�''.`.�...� i . - i . .� .s,�y'-�'. .. . . .. < , . ;si PROJECT N0. 669 PAGE 7 TO STABILIZE THE EXISTING SUBSURFACE CONDITIONS. ONCE THE MUD JACKING PROCEDURE NAS BEEN ACCOMPLISHED, CAREFUL 085ERVATION SHOULD BE MAINTAINED TO EVALUATE THE PERFORMANCE OF THE EXISTING BUILDING. IF THE OBSERVATIONS REV�AL. THAT THE MUD JACKING PROCEDURE HAS NOT BEEN SUCCESSFUL. THEN IT WILL BE NECESSARY TO UNDERPIN THE BUIL�ING FOUNDATION, AS PREVIOUSLY DISCUSSED. �. ; � - . - IT IS BELIEVED THAT THE POOR SURFACE DRAINAGE WHICH NOW EXISTS ALONG THE WEST`AND NORTH WALLS OF THE ASSEMBLY ROOM PORTION OF THE STRUC7Uf2E IS CONTRIBUTING TO THE SETTLEMENT OF THE EXISTING FOUNDATIONS. TO IMPROVE THE EXISTING SURFACE DRAINAGE CONDITIONS, THE FOLLOWING PROCEDURES ARE RECOMMENDEDi 1) EXCAVATE THE OLD FILL MATERIAI.S LOCATED ADJACENT 70 THE EXIS7ING FOUNDATION WALLS DOWN TO BOTTOM OF FOUNDATION ELEVATIQNS. 2) INSTALL A DRAIN TILE �YSTEM IN THE AREAS WHERE THE OLD BACKFILL HAS BEEN REMOVED. THE DRAIN TILE SHOULD BE UNDERLAIN BY A POLYETHY�.ENE BAF2RIER AND SHOULD BE SURRpUNDED BY CLEAN� FREE DRAINING GRANULAR MATERIAL. THE DRAIN TILE SYSTEM SHOULD BE CONNECTED TO A SUITABLE OUTLET SUCH AS A PUMPE� SUMP. 3) REPLACE THE FOUNDATION WALL BACKFILL ABOVE THE DRAIN � ��,;�� ,k, �� PROJECT NO. 669 PAGE 8 TILE SYSTEM. TNE BACKFILL SHOU�D BE COMPAC7ED TO AT LEAST 92% OF MAXIMUM STANDARD PROCTOR DENSITY. 4) THE GROUND SURFACE ADJACENT TO THE EXTERIOR OF THE FOUN�ATION WALLS SHOULD B� GIVEN A POSITIVE SLOPE AWAY FROM THE BUILDING. A MINIMUM SLOPE OF TWELVE (12) INCHES IN 7HE FIRST TEN (10) FEET IS RECOMMENDED. 5) COVER THE GROUND SURFACE ABOVE 7HE FOUNDATION WALL BACKFILL WITH AN IMPERVIOUS MEMBRANE, SUCH AS A POLYE7HYLENE BARRIER OR ASPHALT PAVING. THERE SHOULD BE NO IRRIGATIpN IN THIS AREA AND ALL SURFACE WATER SHDULD BE ABLE TO RUN OFF FREELY FROM THE SURFACE OF THE IMPERVIOUS MEMBRANE OR ASPHALT PAVING. AQDITIONAL CONSULTA7ION AND I�SPECTION IT IS RECOMMENDED TNAT W� 8E GIVEN THE OPPORTUNITY TO REVIEW THIS PROJECT WITH THE PROSPECTIVE MUD JACKING OR UNDERPINNING CQNTRACTORS. THE OPINIONS OF CONTRAGTORS EXPERIENCED IN THESE TECHNIQUES OF STABILIZATION SHOULD BE CONSIDEREO IN ORDER THAT ADDITIONAL DETAILS OF A GROUTING OR UNDERPINNING PROGRAM CAN BE MORE FIRMLY ESTABLI5HED. IT IS RECOMMENDED THAT WE BE GIVEN THE OPPORTUNITY TO INSPECT THE MUD JACKING (GROUTING) OR UNDERPINNING PROCEDURES AND ALSO THE RECOMPACTION AND REGRADING OF THE FOUNDATION WALL BACKFILL� AS DISCUSSED ABOVE. �J 9 � PROJECT NO. 669 PAGE 9 WE ARE AVAILABLE TO MEET WITH YOU OR ANY PROSPECTIVE CONTRACTORS TO DISCUSS THESE MATTERS IN MORE DETAIL. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS REPORT. PLEASE FEEL FREE TO GI VE US A CAL.L. o�PS E. S�q��F RESPECTFULLY SUBMITTED, ,`�. ��1STER�Q ��, G.....++.�"'�' F Ci'�� C 9�%4) � THOMAS E. SUMMERLEE, P.E. 'A �4.� PRES I DENT �o \.� TES�F ��'9 ��s�or�a� ��'G Pp� T��F CO�� 3 CQPIES SENT CCs DENVER METRO MUD JACK C0. 6129 NORTH PECOS STREET DENVER, COLORADO 80221 ATTN: MR. SAMUEL BANDIMERE e� . �: � � >..; s�� / � VAIL MUNICIPAL BUILDING � :•- � �� . TEST BORING 2 . . � �E TEST PIT 3 NON-BASEMENT AREA � PROJECT N0. 669 JULY 31, 1975 � � �__..��_._� BASEMENT � AREA � I SCALE: 1��=10' � Ft��,RE No. 1 � µ PROJECT NO. 669 , TEST BORING LOGS HOLE No.i No.l-A No.i-B No•2 0 0 s 2/3�� 4/6" � W S/ 1 1�� R ti W u- 5 4/5" R R 5 - _ _ ~ � R w a o w 0 xo 0 0 �� F- W w � � 10 a w 0 15 � NOLE NO. 1-A �RILLED 2.5' WEST OF HOLE N0. 1 HOLE N0. 1-B DRII.LED 1.5' WEST OF HOLE NO, i-A HOLE N0. 2 DRILLED 4.5' WEST OF HOLE N0. 1-B TEST PIT LOGS . . . ... ::•: -::, '� •'� ... •:: , .•: � •.•: . •.•.•� :•:•:� •:••• :•:: .•:: :•:• ::: :.•.• •::. .•:.� ::.� �:••• ::: ... . ... ... .� �•::• :•••� :•::� � : : .':: � •: � �� 1� �� :r • � . .• . .. SEE FIGURE N0. 3 FOR LEGEND AND NOTES. No.3-A io 0 � � 5 i � w w ,' � � _ 10 a i I W 0 15 ■ .•: .' . •.. T �T BORING � TEST PIT LOGS - L�GEND 6 NOTES �__ ►� TOPSOIL PROJECT NO. 669 FILL - MIXTUF2E OF SAND, SILT, CLAY, GRAVEL� COBBLES AND BOULDERS, 1.00SE TO SOFT, VERY MOIST, DARK BROWN TO BLACK. � POSSIBLE FILL - SAN�, SILTY TO CLAYEY� VERY LOOSE TO SOFT, VERY MOIST. OARK BROWN TO BL.ACK, WITH GRAVEL AND COBBLES. � SAND - SILTY TO CLAYEY� LOOSE, VERY MOIST, DARK BROWN, WITH GRAVEI., COBBLES AND BOULDERS. Q SAND � GRAVEL - s��TY TO CLAYEY, MEDIUM DENSE, MOIST TO VERY MOIST, BROWN, WITH COBBLES AND BOULDERS. R - INDICATES REFUSAL. TO FURTHER ORILLING ON COBBLE OR BOULDER. l� 1) THE TEST PITS WERE EXCAVATED WITH A BACKHOE ON JUNE 4 AND .lUNE 6, 1975. 2) THE TEST BORINGS WERE DRILLED WITH A CONTINUOUS F(..IGHT POWER AUGER (4�� DIA.) ON .IUNE 5, 1975. 3) 5 INDICATES THAT 5 BLOWS FROM A 140-LB. HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. 4) NO GROUND WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 5) THE LOGS SHOW APPROXIMATE BOUNDARIES BETWEEN THE VARIOUS STRATA AT THE DATES AND LOCATIONS INDICATED AND IT IS NOT WARRANTED THAT THEY ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT O7HER LOCATIONS AND TIMES. 0 �-.. ,��a �,s�' s �� a} { � :� s . ,.k ��k�'�;�i`��: �, � � THOMAS E. SUMMER�EE SOIL LABORATORY PAR�ICLE S1ZE DISTRIBUTION ANALYSIS PROJECT N0. 669 �ITE VAIL DATE SAMPLED 6/5/75 HOLE N0. TB—i SAMPLE DEPTH 5,2' DATE 7/10/75 �AMPLE LOCATION MUNICIPAL BUILDING, VAIL, COLORADO �EMARKS 2 4 0 �o 20 :a O Z�C < r �5� � z U� � 5 W a 7t 8! 9� ' 10� _o HYDROMETER ANAIYSIS SIEVE ANAIYSIS TIdE READINGS U.S. STANDARO SIEVE SERIES CLEAR SQUARE OPENINGS _ �4n #10 � ICLA�(PLASTIC) TO SILT(NON�PLASTIC� 0.42 PARTICLES IN �lLll $A NO i' 1 NE MED 1 UM 2:0 �RAVEI ' ARSE FINE COARSE o� �o 30 70 5C 50 4C 3� 2C tt 0 ��o J CO�� SIEVE PERCENT NO. PASSING 3 0�� . � 5 �� . 3/u" 3/�" ioo.o �4 93.9 �8 87. 1 �16 76.7 " 3� � 64.. 7 . _ '�5C 51.3 #100 39.2 �200 32.z ATTERBERG LIMITS �! PL F I 36 28 8 CLASSIFICATION USCS SC FIG. NO. 4 SEPARATE FLOOR SLAB FROM BEARING MEMBERS —� GROUNO FLOOR SLAB DO NOT PLACE �RAVEL BENEATH SLA B NOT APPLICABLE 1 � � PRO�ECT NO. 669 ORAINAGE & MOISTURE PROTECTION DE7AtLS AROUND FOUNDATION AREAS MINIMUM 6 FT POLYETHYLENE BARRIER GLl TO FOUNDATION WALL BACKFILL COMPAC7E0 / TO AT LEAST 92 � � � MAXIMUM STANDARD �• J PROCTOR OENSITY � 3 a � W � / Z °D / EXCAVATION LIMIT o , i f- O ��- � Z � PO�YETHYLENE � � BARRIER GIUED� � p TO FOUNDAT I O�� WALI. / � V V MAIN?AIN FREE ORAINAGE AT EDGE OF POIYETHYLENE EXTERIOR 6RADE t�1 I N 1 MUM SLOPE = 1: 1 O �odo�`� ��i� FREE DRA I NI NG GRANU�AR F I LL ' � o �� o °d� AROUND ORA i N T 1 LE � � `� ORAiN TILE - CONNECTED TO SUITABLE OUTLET • �� DO NOT UNDERCUT 2.i SI.OPE \ ,� FIGURE NO. 11 � TABLE N0. 1 LABORATORY TEST RESULTS � THOMAS E. SUMMERLEE PROJECT N0. 669 OATE 7i1i�75 HOLE OEPTH� NATURAL NATURAL ATTERBERG UNCONFINED _20O PARTICLE SOIL OESCRfPT10N N0. FEET MOISTURE� ORY LIMITS COMPRESSIVE SIEVE� SIZE OR C�ASSIFICATION � bENSIYV� �� P�� P��y STREN6TM� � ANALYSIS PCF � PSF � TB-i 5.2 20.2 106 36 28 8 2212 32.2 FIG. 4 SAND-CLAYEY,WITH � • - FINE GRAVEL TP-1 5.1 20.1 - -- -- -- -- 38.9 FIG. 5 SAND-SILTY,SLIGHTLY CLAYEY,W/FINE GRAVEL ' TP-1 5.2 18.3 �85 32 27 5 -- -- - SAND-SILTY,SLIGHTLY CLAYEY,W/FINE TP=1 5.7 17.6 103 21 20 1 GRAVEL NON PLA TIC � SAND-VERY SILTY, W/FINE GRAVEL TP-1 5.7 17.3 - -- -- -- -- 38.6 FIG. 6 SAND-VERY SILTY, W/FINE GRAVEL TP-1 6.3 16.3 - -- -- -- -- 39.6 FIG. 7 SAND-CLAYEY,WITH FINE GRAVEL TP-2 5.0 13.7 - 30 25 5 -- 24.7, FIG. 8 SAND-SILTY,SLIGHTLY CLAYEY, W/FINE GRAVEL TP-2 6.0 12.2 - NON PL TIC -- 17.4 FIG. 9 SAND-s��TY, WITt-f FINE GRAVEL TP-3 5.1 20.0 - 26 23 3 -- 27,4 FIG. 10 SAND-SILTY, WITH FINE GRAVEL ,�� ; �� ' � � � ; , � �� t' � I,� � �i if,,l ��I , �� ( � � I , �� ` ,� � , , r �/ i� I i�f� 1° };,. i � F If�FH��i#! 1 t � � � �t.t ..��I�l��li��E,},.-� �+ i ' � ' ' ��i't= � � F.. .�. 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M ' ) !i. ..; � � I . �� i � , ,�„ --� ;.+� . „�,; ��;� � � � ; �' ,�• } Yq .7 �.9�i'PlN�� I� ...� � -� ,,.. � / .q�{.�kip,i�,..�_ Nq{x . . �. � b �� Ny � . ;q%� .s. ... . { �..n .. � ' «,".+,� �. � ....,�.: -,,�.: _._.,.::_�..: ,'I .� i �. � � � _- _ � . -. ,:r , `� . �� , y i� A. ., ; ' �. �r,�;.� •�. �'+T f� ! �• � s" . .�" . � �� .. `.� � I.Li 'FR�� '� 3+��'j�, � � .�i�� ` H:7' . . . �..'� ..S:i i.��;��►�.i ry�li �r � r� � � • '� t,v!' s /f �, �� ,,� V�i f• '4 .Gi ,� � : � , , f � . � G ' � "G� ,, �'�'� ��ii.'�!: � .,. �. �� ., � �,°. ';,,�. '. Gr t,, � ;`� .�r,: ��.4• � � /1,� �c � y_ -•�� , �� ir ► :j� ..,��rcl ti , �.r �� •j '`.i � ` • , �'l1r�,_ � r "` � . � ' sJ _ . �.---. _ , �� 7� ' 1 � a• � - a.y�,,� !7.��_ h . :� � �� • . - " � ';N�'.."'r �.� - + � ' �� \r � �' `. �� G j •� � • �� y : . - '° 1 J 1 {�✓ ' '` '.,� � f 1 � � • �'�-�. j �.��%�� \ �� -y�, t,,:i :�.��, f �1 � ' ;� ,.i_ ��=�\ • r� � y . r .. � � v= � � ,� '�` # �. r'� , � T '�' r, — , /..i5,.i / L, � .� M_ � _ � �, . ., , :' � . ,� . \iy�� *� , t � � � � �J ,J$ .'� 1"~ ��? .. ._ __....+e�� .. .r�.�: ,,. . .r.�.:. .-�".:' '� L y • ' , � _. �� , 1y,1�,_ . , .. . , . -- - . � � _i�: r`_ : �i - _. aww� ° � � � � , . ..., ; �'� '� �� r �� I , , . ... � � � ( � .� ♦, � �.'�� • +� �'is'.t , .. # i�.�.�- . I� ` i� _-- . r�, .. �, �..� r...,� ��,� , � �� .�4�: ��'t'� - : �'�� :,' ��_ ',:. � "a�'- ��'� _ 'w�a� _ . . � .F. „ , _,�" . � `r�.�. . �. ` 1 i'• � � . r'. �,, �=� , � r `�`,1r �°t rr-. i `O ��-��1 �t� S�j. � ;»: , ��,,,r,A,,..,,,�r,�,;..r `;�.� , , �� ---+��....,.,,�� _ . -.... .""_..�.�� r -�T �� '�� -- - ,—•.�..- _ .,.� �� -�....+wi . „�y�yi' .X-.. .:�i a:: . �,.�Ylir�re. : . . . .., - � � �.. . � :� r-�:___ , - ____. _ . . _. -� . : _ .____ ----------+ � -- -_•. --_ ---- _ _ � . - - -- --- - -..-- _ r. _ _,_ _._.. .. . _� � �RCNITECTURF,L PHILOSOPHY � Our practice is strongly affected by the realization that the role af th� arGhitect is changing. He is not only called upon to be more technically competent and to provide speedier pro- duction of his work, but the architect is expected to maintain the greatest competence in total design. Buildings must not only function well within themselves, they must be related to the immediate and general environment. The role of the architect is both that of a generalist and a specialist as his scope of respon- sibility grow�. The goals of the small architectural firm must respond to these new progressive requirements. Thcre is no longer room or demand for the merely average practitioner. The Kalstrom Associates is an organization which provides to the client a comprehensive architectural design service. Uur training, experience and dedication assure the client of a thoroughly professional approach to his individual project; an approach based uppn responsible design with genuine concern in really understanding the needs and desires of the client. THE FZRM , The Kalstrom Associates has �xisted as a professional. architectural firm since 1963. The organization combines the individual skill of each associate into that of a cohesive, comprehensive architectural service. T.L. Kalstrom, AIA, the principal, executes design require- ments. David Newson, Director of Projects, assists Mr. Kalstrom in the many activities necessary to efficiently coordinate each project from the design concept through final co�struction. Our permanent staff ia composed of five technic,al �pecialist's who are carefully chosen to form a successful, experienced team. They work together in the best interest of each project. Size of the total staff varies according to current work load. Additional personnel are retained as required to complete projects under commission �n schedule. � . - � � `�� 1 0 I � � � � �w T.L. (TED). KALSTRUM A2� received hi.s elemen�ayy :�nd se�andary educatior and attended Kearney S c a te ,^. c�7 lege in Nebr }�� .-� _ �fter serving two years :n tne �ilitary, he compl�ted his education in �:r.c�;-,i tectt�r� at � t;niversity of Nebraska. He ha:;, tn acic��.ti,,::, �om�leted a three year course ;.�: �rc,:;TQC�.:�� .� engi;ieet-ing. Lie received his Coic�rad-� '�c�n_�� y exam3.;;ation in 1962 and is a Car�c�rat� '�'�•r:.-� - of ,.':ze A.*nf.riti�an Institute of Architects. „ 1963 tz«� ;�as he��ed his own firm, having pr +- ticed �ar ��,•r� year� in partnershi� with � n<- �ienr.y F. i..�c��_�, tar. Kalstror�, his ;:�ife ��nd �c;�,. �~_i:_.��3ten hav� r.f- zed ?r� � �f�_ _ - t'. . , .;, � - t, j . =�.. Y D��.`•. _:� .;i��,��0�� `"" 4� :=: e bc; r n i n Ph � i. x c; �. - ,, �I�hld, F�i. , ac::: . _ _tr-,. r1l�i'�i ._ .� "�!J�.1 C� 1i11iliCl�� ._ D�. �.r'OI t � - _ �.'ti.l�an . . � . . C=X'c�CZ:id1:.i.iiC�' .`, r�^!il ��ci'�'.1!)r t.�:r?:`•✓c,T-c L t �• � -. .' . i , _ �.Z1 +?.1 �� 'tf? �.'d:>. _. L.EaC.;lr� i" ?Fi,:. 'L`3+"'�� T1 : •,iC.."1�'<.nC?i.�� "..1C'l�.iC: .,. :Q:?i5. :>::?Zt_V ;�?_Yt: moviny �O �}E?22JE�T` ti'1 �.`3l� . "2�? w:35 r::?:��.'�,'v"�1 . � national res � a�.�r:;r t ci':il.Il � d.'t:c� t��{':; ;1:' li? �'�, � lii ieS�.�urarit dP_Sli�T1 ��2c, ^��rrLt''..� `_�OT7 7'i ' ��rts oi the :;.5. ti�s ;;ur.si� ;:-t-,,--c�.� .. ' : ?:� � . si� to �n act.ive ~�ar�.i�ip-� ar�t��.. _ies.. ;�ar, :^:ewson zs ;n�.irri , , . �-r: � _ . -a � _ _ a�.� , � � � r_ REFERENCE3 W.E. Johnsen� Preeident Arapahoe Valley Bank Littleton� Colorado' Larry Borger� City Mana�er City of Littleton Littleton, Colorado A.R. Boucher� President King Eesources Denver, Colorado James E. Schlosser� Manager Design and Conatruction Dept. Safeway Stores� I�corporated Denver. Colorado Raymond R. Foa. Presiden� Hoxard Life Insurance Com�any De�ver� Colorado CO NS ULTA NTS , � . , are selected for their outstanding ability in their eng�neering specialty. Chooeing the highest paliber of profesalonai aon- sultant provides our client with the advantage of �aperts in thelr reapective fields. We employ t�o offiaes in each engineering diaipline for purposes of flexibility. Tho�e presently used are� STAUCTUFiAL 1. Reinking & Morgan 2. Zeiler & �ray � � MECHANICAL 1. Knoll Eng'r. Assoco 2. E�rl Heckman , I ELECTAICAL 1. Knoll Eng'r. Assoc. 2. A1 McKittrick � � �� q.� m .t , �+�+! � � �..; � 4'�: a�� '� �. �, :r. � � �,* � �. . `'� ��I�i�.. �..='.r` *ril! �" r.�..;. , .-..�.► � j ' �^�--•._' _ _ ,�;�. ;��r ; � ��;.�a. ,, . , � " N� .�'�. � �j^ ... � . . 1 �� 1'. ;. a ,�N�N. � . �. r "` i�. *yl�r� . 'A i.v .#�.+ > ' . .:�! ' .d r�'G �'�ti� �3�'� ' x ,� t j��.r,i**:. � �. � �"�`' ,�,� r� 4�`" 4�'' ��t � ;�.� � ,�r � .I� (��,+ `a�, r � r �4 s.��'�''i! q+!,T�'�,+ R4� .. ��', A: � V£ k, f. i /i1 . ► i � � �, � .� � I '�`; � I ' `, Ii �j. .� I '�' � I '�� `; �� / i � '� ► � �� ►�, ��,, ,,, � .� i� ,��f� '��, `;. ► ♦•� �% �� _�� / � 1/ - � , ii�UMl f �� . , . j °: v� � �� ,. . .�..,�.�: � _ ,� i � • � - „ � � M. , ��- � . � , " . ` �, �(w . .. •,�, � . ��',wr' ..+�II �. . ' -y � . � , i �,�� ;a -,: � q� � . �.. � -S� x�. � R .. � . _.t.��ll - .�,� ""`.�t...--�-� .!/e,,,,.,� �_„� ��: _.�. __._ _._.___..._-- ___ __ __ . � __ __ � _ _— . _. __ _ _ � � � PROJECTS Listed below are pro�eats represente�tive of the scope and rQnge of our praatice to date. This is not a complete itemization since such a list would be overly long and unwieldy. All of the followin.g projects are either completed buildings or are under construction� Pro eat Littleton Police Department Littleton, Colorado Littleton City Hall (remodel) Littleton� Colorado Englewood Fire Station #3 Englewood� Colorado Addition to Englewood Poliae Department Engleaood. Colorado Denver Public Sehools Service Faaility Aoward Life Insuranae Build�ng 1655 Lafayette street Denver� Colorado Medical-Dental Clinic 7125 West 24th Aveo Wheatridge. Colorado Safeway store �025 Denver. Colorado John Thompson Residenae Monument� Colorado Arapahoe County Bank Littleton� Colorado Safeway Store �003 Littleton� Colorado Regal P1QStic Supply Co. Warehouse and Of*ice En�lewood� Colorado La Concorde Apartment Bldg. Denver. Colorado Cost of Construction �35�000.00 �16�OOOo00 �30�000.00 $50,000.00 �550�000.00 �600,000.00 =1200000.00 �31o.000aoo �32.000.00 �135.000000 �303�000.00 • �70,000.00 �850�000.00 �. ��_.___,___ __ . __ _ _ ..,.,_ .. _ ._. ._,._, _ _ _ � _ .I, �. • u Woodmoor Country Club Monument, Colorado Safeway Store #903 Fort Collins. Colorado EoJo Patriak Sesidenae Monument. Colorado 3afexay Store #904 Lov�land, Colorado Hcme for the Elderly 100 unita - 12 story high riae apartment Denver. Colorado Motel l�onument, Colorado Safexay Store �r59 Cheyenne, Wyoming Safeway store #803 Colorado Springs� Colorado E. Hampdan Medica� Center Denver. Colorado Safexay Store #004 Denver� Color�.do Gunbarrel Shopping Center Boulder� Colorado Howard Mortuary Burisl Crypts SafeWay Store #905 Fort Collins� Colorado Arapahoe Valley Bank Drive-up Facilitiee Littleton� Colorado Safexay Store �?23 Denver, Colorado Boucher Reaidence Denver� Colorado �300,000.00 $j10,000.00 �35.00a.00 �280�OOOo00 �1�000,OOOo00 $520,000.00 $309 � 000. o0 $307�000,00 �200,000.00 �310.000,00 �4 600000.00 $40.000.00 i325.o00.00' �135�OOOa00 �329.000000 �400,000.00 .- , ,. _ _,._____.. - -_ _ _, . _ .� .._ -- -�-_------- --- _...- - ..__�._ ____ _ _.._._.__ -- ! � """*�"' • Pro eat Cherry Knollg Shopping Center Arapahoe County. Colorado 9e�feKay 3tore �812 Colorado 3prinRs� Colorado Howard Mortultl�y � Chapel Denver, ColorA3o Safeway Store #902 I,ongmont� Colora8o 8es�aurant for Atational Food Chain United Bank Littleton Littleton� Colorado Res ident ie.l des ign both sub-division and austom 0 Cost of Conatruation $480,000.00 ��+0, 000. 00 $(in Progress) �33S.000.oa $100�000.00 $1.000�000,00 $5,000.000.00 • � � � �� .T, � �A.a.s • 'i�`.�. � �r �� . ,�,. � . � wr�a�.'*'S 'A ,*'�? Ad+� +'� `� `.. . . .g�.c '�n�� } #' �r��y. ^". _ � . ' .: `�ycy`.-.� �"'�r � 4 � ., , � {n rve4t��' - �. jt i � — _ a-.i y� . • � � , T- 4 i � �,'."+� T _ . , � �. 1 + ` s¢ I T + 4 ' _ I ± � � 1 a�� i�;�x. , � . � � ' _ ' i�r.�r y �j�, � ��,,� � �d. ��J i �_�;' •c . � � ��*t` �-� � — li, _/9' ' .�� f. . ' o��' � j \ � �. �e , 1. r s� '� / `' � /' j F,�.. �i�,. % i .' f i� W � »-. j w �� rt��r. � � �y 3` � �` �'_1i� `+ � ' . ' � �o . 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' ,; ' '�y rw� �1:�'""Pi�l��qf1I�'�y ��i,y "r �M�� r ��" v� . ,��M, ' � � . �` � i� �l�s f�+ �{�,��I�1.� .� "i-� "N O �„�,i� y� 1' k'. . �.. �. ' . . ' . �`I�i �aR�� `p �..:.{� �' .nr �'++ r _ ..' . .. r 's i i> '��:� .� .�7�' �i`rr',`'�+'`z�"�t_�3.� �'��.31�."�'��t,*� �`s�s'', -- . � �s�� a WOODWARD-CLYDE F3 ASSOCIATES CONSULTING SOIL ENGINEERS AND GEOLOGISTS 2909 wEST SEVENTN AvENUE DENVER, COLORADO 80204 TELEPHONE 222-9434 0 SUBSOIL INUESTIGATION AND CONSULTATION� ON FOUNDATIONS FOR UAzL I�UNICIPAL C0�1PLEX UAIL, COLORADO Prepared For City of Uail c/o Harold R. Carver, Architect ?710 Ralston Road Arvada, Colorado 80002 Jo6 No. 12675-4736 June 12, 1970 San Francisco • Oakland • San Jose • Los Angeles • Orange • San Diego • Denver • Kansas City • SL Louis,• Philadelphia • Clifton, New Jeisey • New York City �. � TAB�E OF CONTENTS SCOPE SU�I�IARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION PAGE 1 1 1 2 SUBSOILS 2 FOUNDATIONS 3 FLOOR SLABS 4 WETTING OF FOUNDATION SOILS 4 SULFATE RESISTANT CEf�ENT 5 LI�1ITATIONS 5 FIG. 1- LOCATION OF TEST HOLES FIG. 2- SU�1I�ARY LOGS OF TEST HOLES SPECIFICATIONS FOR PLACEI�ENT OF CO�IPACTED FILL SCOPE SUBSOIL INUESTIGATION AND CON5ULTATION FOR UAIL �1UNICIPAL CO�IPLEX VAIL, COLORADO Thi� report pre�ents results of a subsoil investigation and consultation on foundations for the proposed Vail I�unicipal Com— ,� plex, Uail, Colorado. The study was made to assist in determina— tion of the best types and depths of foundation and design criteria for them. Factual data gathered during the field and laboratory work are summarized on Figures 1 and 2. Our opinions, based on the results of our investigations, our understanding of building requirements, and our experience in the area, are summarized below. SU�1�1ARY OF CONCLUSIONS (1) Shallow topsoil overlies medium dense silty sands and dense, sandy gravels. No free water Was found. (2) In our opinion, structures ahould be founded with spread foot— ings on the dense gravels or a combination of the dense gra— vels and structural fill, compacted to high density. (3) Floor slaba may be placed on the natural soils and structur.al fill. SITE CONDITIONS The site is located just south of Interstate 70 in an area Which slopes doWn generally to the south. Uegetation on the site consisted of grass, weeds and sage brush. There were no bedrock outcrops or bodies of water observed on the site. The ground IL,,,,,,,,.,, �n., _„ �„�. Y. �«,,,..,T�.� .__ ' 0 —2— aurface Was streWn With large rock and boulders. PROPOSED CONSTRUCTION As currently planned, the municipal complex will consfst of four buildinge, fire station; post office; administration building and inf�ormation building. Future horizontal additions are plan— ned for all but the information building. The fire station Will be two stories high, without basement, with heavy wheel loads on the first floor. The administration building Will be one—story high on the north side and two stories on the south side, with typical office floor loading. The post office will be one—etory high without basement with heavy floor loading (of the order of 200 ps�). The information center will be a light, one—atory high building with office floor loading. We understand structures will be constructed of reinforced masonry. Approximate maximum column loads will be of the order of 50 kips and wall loads of the order oF 3 kips per foot. Proposed floor levels. are shown on Figure 2. SUB50ILS � Our test pits show up to 1.5 feet of topsoil, sandy silts to sandy clays, overlying 0 to 6.5 feet of inedium dense sandy, cobbly silts and thence dense sandy, cobbly gravel with occasional bould- ers. The upper silts are, in our opinion, capable of supporting low loads and the underlying gravel moderate loads. No free water was found in our test pits. WOODWARD - CLYDE & ASSOCIATES � -3- FOUNDATIONS We have considered several types of foundations for the build- inga, but helieve that the best and most economical will be spread footinge, below frogt depth, on the dense gravels, or for the adminiatration building, on a combination of the gravels and struc- tural fill, compaeted to high density. We believe that spread footings on tha dense, sandy gravels should be designed for a maximum soil pressure of 5,000 psf. Foun- , � dation Walls for continuous footings should be well reinforced, top and bottom. We suggest a minimum amount of steel equal to that required for a simply supported span of 10 feet. It appears that the dense gravels may be as much as 5± feet beloW normal footing depth in the northWest corner of the adminis- tration building. You may wish to consider an alternative to lowering the footings in this corner of the building, namely re- moval of the soils overlying the gravel, replacing With structural fill constructed of the on-site or similar gravels, and compacted to 100,� density (AST�I D698-66T) and placing the footings thereon. Footings placed on such gravel fill should also be designed for a maximum soil pressure of 5,000 psf. for compaction is attached. A suggested guide specification We believe that the future additions should be founded in the same manner as their parent buildings. WOODWARD - CLYDE & ASSOCIATEf Settlement of foundations -4— designed as described above Will be within that normally considered tolerable for this type and height construction. However, all aettlement of the future additions will be differential With respect�� to their parent buildings. This should be taken into consideration in design of the additiona. FLOOR SLABS At presently planned floor levels it will be necessary to construct fills to achieve planned floor levels. We believe that structural fill constructed of on—site or similar soils compacted to 95� density (AST� D698-66T) and the natural soils, exclusive of the topsoil, are capable of supporting slab—on—grade floors. Topsoil should be completely removed beneath fill and slab—on—grade f loors. We suggest that 6 inches minimum of high—quality base course, compacted to 100� density (AST�I D698-66T) be placed below the loWer floor in the fire station which will be subjected to wheel loads. I WETTING OF FOUNDATION SOILS Wetting of foundation aoils always causes some degree of volume change in the soils end should be prevented during and after construction. i�ethods of doing this include compaction of backfill around the buildings, provision for rapid runoff of surfacel water away from the buildings, and discharge of roof downspouts and other Water collection systems Well beyond the limits of back— -5- fill, in addition to other uaual precautions Which may be indicated during design and construction. SULFATE RESISTANT CE�ENT Laboratory tests on soil samples selected as representative from Test Pit No. 1, depth 3.5 to 10.5 feet; Test Pit No. 5, depth 1.5 to 8.5 feet; Test Pit No. 10, depth 1.0 to 8.5 feet; and Test Pit No. 12, depth 4 to 9 feet indicate less than 0.001 percent water soluble sulfatee. According to standards published by U. 'S. Bureau of Reclamation no special cement need be used in concrete exposed to the foundation soils. � LI�ITATIONS � Although test pits �ere spaced closely to obtain a reasonably accurate foundation picture, variations in subsoils not indicated by the test pits are alWays possible. It ie important that com- pleted excavations be inspected by a soil specialist to assure that subsoil situation is as indicated by the investigations. Placement and compaction of structural fill and backfill should also be inspected by a soil specialist. Investigations and analyses for this report have 6een made under the supervision of �r. Frank J. Holliday, Who also prepared the draft of the report. Information on the structures was WOODWARD - CLYDE & ASSOCIATES �:� provided by �r. Harold Carver, Architect, and �r. Robert Voiland, Structural Engineer. The report has been reviewed and approved by the undersigned Principal of our firm. If we may be of further service in discuseing the contents of thi� report, or in analyses of structural features from the soil and foundation vieWpoint, please feel free to call on us. B y �` ��.�� -_.._, _�. S. T. Thorfi on Senior"Vic resident FJH:m (4 copies sent) 1 cc: (�r. Robert H. Uoiland Johnson—Voiland—Archuleta � Assoc. 910 — 28th Street Boulder, Colorado 80302 , ��'��,`l H0;4;�j �►. �. ��p,��'��G15T6,, fi.� �J'O � �� \ �-. � .f. . � �-k �•�+�� '�`i 'i� ��' i � � � roF�ss�ONal. �� y�,��i �� O F Co�.�r+� •r,+r�� 0 1 . . . , TP-12 � � % / �/ / � / .� TP-10� � �. FIRE STAT ION TP- I I� �\\ / . POST OFFICE \ ��'�A � F� O,y� �TP-8 �' I��o V ♦ TP- 9 TP-6� `�\ AD M I N I STRATION �TP-4 `� � BUILDING INFORMATION ��, ��1 BUILDING L E G E N D QPROPOSED C3U1 LDI NG � �� ` � FUTURE ADD I T ION � � EXISTING BUILDING •1 � TP-7� TP-5�� -- � TP-3 TP-2� _ , � TP! I U S 6 PROPERTY �_� �qc�ess RoodJ LI NE APPROX I MATE LOCAT ION OF EXISTING SERVICE STATION BM = Finished floor level of service station (EI. 100.0 assumed). N SCALE I �� = 30� WOODWARD — CLYDE i, Et;'ti�JCfATFS Consulting Engineers a Geolcgists Denver, Colorado � ---�— ri� i r �v. i , : • • . R�r�r�.�r ,4 r 2 t? uc�r�ar: � r,2 � r-'1 P L c ti U�'1 �►" � �-c'` %7� UN!'�� k�tL r!�,.L' uFi"1`;::�� ' � 12�r�u�2�fl? fj G � su n�c,y A� � 2 Du�rw!aQic y j DOw►nr �t�tr0 P1.��(�� S P A� �� R L-' i F� 2� ,'� �t�rt P L7t.S „ ,..- 1'Ji'�,�G�''1 ,J rj — � -- ------�.L��.jr•�� __ . _ _ _---- ;;;`f� � h�'f-�r,� � � t�E • r-,��c,�-t , / - � I ,�, f � i ' �� : i P� ,. r i�"`" ` ;,a r? �";� . � ---- --- j �, ; � ; � „ --- �� a�� 1 ;� � ; �..�, _ __ _ _ _ _ . a�! - � �'10� -'i �I� o�! '.i°�CS`I C6 G'/S I �jP-G i'-�,�-��°jr' � � �� j2::=—u�N C2!�� ; (? �, N r�i ' p�F�4ur�, r`YP, ' � �--SuPA�.7 L,2,�u: � + T i P� . ; __� � j , � \\ ��I' : I � :' E ( i r l- � r+ - I-+ � _ . �- — �- i ��/� � A�O I/F, � _ ��-0�� , ��I� � � +i � -I-. �--r � i{s ,� � � .� e � � � ,S u PP�7 A-� f� DuGr p n, To Arfi� ` �¢�� A� 2�~ r-�2� �j�M �.��.i �-�.��,2-�% ��; 2 i � �� , . G f �, ��• I , u �i � -IT +--+ ''' ; G ,,v� _ I 1�i "' O� G.� �� Q � � � 0 e SPECIFICATIONS FOR PLACE�ENT OF CO�PACTED FILL (SHORT FOR�) General The Soil Engineer shall be the Owner's representative wit.h res— pect to placement of fills. He shall approve the soils and the methods of placement and compaction; he shall give a Written opinion on whether the completed fill meets the requirements of the specifications. Acceptable �aterials Inorganic soils having 100o finer than 6 inches, -- � ---- of minus No. 200 sizes and —-- — plasticity index of -- � shall be used in backfill around structures and beneath floor slabs. Soils having 100% finer than 6 inches, -- % --- of minus No. 200 sizes, shall be used in fills beneath foundation�. No brush, sod, frozen material or other perishable or unsuitable material shall be placed in the fill. Lenses of soil differing sub— stantially from surrounding materials shall not be allowed. Layer Thickness Each layer of fill shall be spread approximately horizontally to a thickness not greater than 8 inches before beginning compaction. Compaction shall be a separate operation, utilizing proper compaction equipment for the soils involved, as approved by the soil engineer. Compaction �oisture Water shall be added to the soils, or they shall be dried until they contain between 2� below and 2% above optimum.moisture, distributed uniformly throughout each layer. �oisture shall be added in the borrow if proper and uniform moisture does not result from add— ing water on the fill. Compaction When the condition of each layer is satisfactory, the soils shall be compacted to at least 95 � of maximum density for backfill around structures and beneath floor slabs, and to 100 � for fill beneath foundations. Compaction tests will be performed on typical fill samples, and moisture and density tests will be taken in the fill as necessary. The laboratory compaction standard to be utilized to de— termine maximum density and optimum moistures is AST� D698-66T , �ethod A, using 12,000 Ft. pounds of compactive effort per cubic foot of soil. Job No. 12675-4736 � • � � � � � � � � � � � � � � � � � � �yyf�i rr r ■ � , � � , �'-:' � � �l'°� �,�eR� �� :.�` ., � � � � �— L: — � � / = —= = � _� _= = _ PN 808770B � � Project Name: Project Description Project Application Date ?>>l�r 1� '^:�n, �ail ?alice �Anart�nt !��icrnwa�e �Me?��t Ins�all r<<r�± "4icrcr�tave L�is�es, �n �x�st�nn �`a�io T�S�iae Contact Person and Phone ChLCk '�imbal T lJ1i 1�011c:� �Jpr�i''^'r?�3t �'7�i— ic�71 �r i�1�' �xt � 2� Owner, Address and Phone: T04V►1 �f �t�� 1 r'S ��!U'�!? �!"�?I�t�f!�? ��r„�rj `?��t_ '•�d1 � . :'0101'�di1 �31��J7 476=7�0� Architect, Address and Phone: Legal Description: Lot Block Filing , Zone Comments: �'nst� i 1 atio� �f �•fo 15 i r,ch �t ar� t�r Mi c�^n�ave C�? :�t�es on }he e:i �`i na radi o to4�ver at the Vai 1�luni �i �a1 �ui 1�i �t�. !�i si��s �rt-� 3;� ?��; ��1 �!*�Pt��', and 8 � ncf�es dee� . Qne .vould �e �laced at �'�a �oo �f t'�e tower, �rit� �h� �;t`�� a�ox � t;� ? feet Sel��v. Motion by: Seconded by: Summary; _ ;� APPROVAL � _ fc >,. �._ ��.;�.�_ »__.-- - � ( Design Review Board :� ` !.J �;i4:t , ii �. �� -°" '_ . i : ,-r-_ ; L.... � � '��. .� ! ..i - - ___._...-.---- � To�n Planner � � � • � Date: � t' � � � � T� Date DISAPPROVAL . :'. 'w''� -- --Q�Staff Approval e ., rF ! • . . . .�; ��. �'U Y'1 " �-�-��.. � `�:� �� - � V u�` �,� .� n � � ; � � C��,� ` r�"", . �� g � I � �' s� � � �.� = P�� . _ �. � �� -�JCX� � v�.� � 2 r/ ✓(,Q�� /`rt' c: ; Jt G C./�/J �V-Gi� ___ _ _ _ __ _. ___ � � � �� o��. � �� .� .�. 1 � `� cLt �� — • � � LM � �-��.�%l,tlJ/ / ! � ' :�� 2,�1/YL� Ifi/1 e..� -�c� � l/�/s'� . __. -- . - �--, -+�� `i� �, � -� �-�- , �� =-� �� -� � �i'". � J�l � ��c � . � e.b e /ll o � ��, � � v � �.J � � � ' . � � �. � �— �. /��G v~d �.�r�'.'"��. -��i�� - LiCJCL�i `-'`-., C..� � c� S £� �'�.�. 0� � Cr/� � v� �� :� � � � �� .. �.� G�f��c.G`7lifV1 �ti-d �/cl-2/lti' � � v' - _ �� / �,�� .S� . �..-I- �.,<<,..a _ _ _ ___ __---- -- - n�_ � �- ' � -, Z e � � C,Q.NI �`- � E""'`_ `�. . _ _ __ __---. .. , � � � Lv X dY- c�-J v✓J2� C4-vs � � A,�..� �o.� ,/��2.� �v�-� __ _ _. , . ,� (� �n� / i/a �n � c�` o ; : . ; C r �X� CJ� �✓� i/�''/dGc c '1' � �'"f'� � X ,/i,. __ _ __... --_ � -f-a „� '+�i _ r � i i �. ' '� i a___ — ---.----_.__� �_.___� __ � , : =x - �y � � � AL INSPECTION'S COMPLETED The items below need to be complete before giving a permit a final C of 0. Please check off in the box provided. aFINAL PLUMBING DATE: FINAL MFCHANICAL DATE: ` —�< � — �_� _ �-� �36 '� IMPROVEMENT SURVEY �j� RESID. NAME: �� ',��.f�c..�� DATE: /,yl, -�t ��:�-t��c-.__ 2� ,�L' • `1-'� DFINAI. ELECTRICAL DATE: FINAL BUILDING DATE: � TEMPORARY C OF 0 DATE: � CERTIFICATE OF OCCUPANCY DATE: � LANDSCAPING DUE DATE: EAST SIDE: WEST SIDE: FILE NAME : V� f,D� /! J,��,, ., v � � �Y� '("�'t'r!'"P�,� .��vCa" �/e ��4� ,�C�r�/Z �� , � GZt%�wP�.� � (%� �iv� /� a� .�P �--�t o� .� .e%��.,:1'�.�,.:P Z .� . C , TOWN OF VAIL CONSTRUCTION PERMIT APPLI T ON FORM DATE • �' q 3 PERMIT 4�((/� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ***************************** PERMIT INFORMATION ****************************:t -Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [ ]-Other Job Name: �!SlCs �vUC� ��UAl� ��GiGrTy Job Address: Legal Description: Lot Block Filing SUBDIVISION: Owners Name : �pw,v o� V�4�C. Address : ph , Architect: �}-�( -�j�(�pA2n-j��iu� Address: �j� ��y��/ ph�;�� C� General Description: /-�'D��T►or� �f Work Class: [ ]-New [�]-Alteration � Additional [ ]-Repair [ ]-Other Number of Dwelling Units: C'� Number of Accommodation Units: d N mber and Type of Fireplaces: Gas Appliances (> Gas Logs_� Wood/Pellet � ********************************* VALUATIONS ********************************* BUILDING: �c��"ZG`O,�'6a ELECTRICAL: ��,'3�,�t`� OTHER: � 3�O�OOZ) PLUMBING: $ j$C3,pC�� MECHANICAL: �Q1St5� �G�O TOTAL: $ '3.1��,t7�p *************************** CONTRACTOR INFORMATION *************************** eneral Contractor: �p.py �� p��-�1 Town of Vail Re . NO. lO��A Address : j�� S�;rrya i�.our�E� �b �,,W�s�; , Phone Number: -- �a� Electrical Contractor: � Town of Vail Reg. NO. Address: Phone Number: Plumbing Contractor: � Address: Mechanical Contractor: ? Address: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: ******************************** FOR OFFICE USE ********************* ********* BUILDING PERMIT FEE: �''� ��(�' BUILDING PLAN CHECK FEE: "' %�, `��"--rT��ING PERMIT FEE: �M$��tG PLAN CHECK FEE: --�[E�iA,A�ICAL PERMIT FEE : -�4�C-H��ICAL PLAN CHECK FEE : "�' �TRICAL FEE : RECREATION FEE : s� �"'�'(� u- OTHER TYPE OF FEE: CLEAN-UP DEPOSIT: DRB FEE : _�Q TOTAL PERMIT FEFS-: . TYPE GROUP SQ. FT. VALUATION BUILDING: -' f�'�f� ` -%f � +� � - :S G3�' S IGNATURE : " c.�- � ;.. �_�--z -,_--�._. ZONING: SIGNATURE: F" ' � �` Comments : , ,; ��• �: _ . - � ,_ . . . , _ , . X,f/"`i i'�`NAl/�fiL. ��f /i'i:.� I JV /�%/', e f��iC7t �°fJ %�.i %7A %�i r� vi� :�"y., i_ iL�/-}/�/,l. �ii'! �:: c'.' Alt�[�YJ ir4 .G3i." CLEAN UP DEP.OSIT REF[TND T0: ��pm -llrL�..� GoN�T�� lO�l_ _ � TO: FROM: DATE: SUBJECT: 75 souih frontage road vail, colorado 81657 (303) 479-21.38 or 479-2139 ..: oftice af community development ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE In summary, Ordinance No. 6 states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portion thereof. The right-of-way on all Town of Vail streets and roads is approximately 5 ft. off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified, the Public Works Department will remove said material at the expense of person notified. The provisions of this ordinance shall not be applicable to construction, maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in full, please stop by the Town of Vail Building Department to obtain a copy. Thank you for your cooperation on this matter. Read nd ac dged by: � � ��NT�4AC�t vrU osition/Relationship to Project (i.e. �"/�,�1�, 3 �Date contractor, owner) tO�l � .��.. 75 south frontage road . vaii, colorado 81657 (303) 479-2138 or 479-2139 office of communiry development BUILDING PER��IT ISSUANCE TIME FRAP1E If thi.s permi,t requires a Town of Vail Fire Department Approval, Engineer'�s (Public Works) re�iew and approval, a Planning Department review or Health Department review, and a review by the Building Department, tHe estimated time for a total review may take as long as ttiree weeks . All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small pro,�ects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments wi,th regard to necessary review, these projects may also take tfie three v�eek period. �ver°y attempt will be made by this department to expedite this permit as. soon as possible. I, tfie undersigned, understand the plan check procedure and time frame .. � Agreed to � V� � C,� 1 oLr C:,� �l /<'I�N 1 G,' p,� i., �/�G1 � i r`'� Project Name S�/��3 Date Work Sheet was turned into t e Community Development Department. .' �• lUMBER SPECIFICATIONS Top Chord 2x 6* 1650E-1.5E MSR TC Piece 3 2x 6 * 2f00E-S.BE MSR 8ot Chord 2x B� 1650E-1.5E MSR BC Piece 2 2x 6 � 2100E-S.BE MSR Yleb Pfece 2x 4� STUO M. WaODS MEB P�ece 5 6 !0 2x 4 * Sfi50E-1.5E MSR MEB Piece 4 B 2x 6 * 1650E-1.5E MSR NE8 Piece 9 2x 4 � 2100E-1.8E MSR Left Nedge 2x 4 �12 or Betterll SPF/ESLP SPF/ESLP SPF/ESLP SPF/ESLP SPF/ESLP SPF/ESLP SPF/ESLP Top Chd 8attom Chd T 1--31468 8 f- 29990 T 2--30843 B 2- 29579 T 3--27365 8 3- 26548 T 4=-19014 B 4= 18164 T 5=-19014 B 5= 0 T 6=-18723 Mebs N i- -87 M Z- 562 W 3--3556 W 4- 2183 W 5--10584 M 6- 6838 W 7= 369 N 8=-3570 W 9 = 18585 N10 =-10544 � 3 COMPLETE TRUSSES RE�UIRED! SPECIA� PLATE POSITIONING CHART JOINT�1 X: (in) Y: (in) ANGLE ------ ------ ------ ------ 1 4.95 5.79 7.0 i ]3.75 7.99 7.0 5 0.00 -5.67 90.0 Standard Unitorm Loadinq (PSF) TCLL = 80.0; TCDL =�0.0; BCDL = 10.0; Uniform Loads PlF Load Case 1 Initial Final Start End O�r. TCLL 320.0 320.0 0.00 35.50 V TCDL 40.0 40.0 0.00 35.50 V BCDL 40 .0 40 . 0 0 . � " "'- �" " BEARING REOUIREMENTS BEARING ACT. SIZE RE�. SIZE LBS Concentrated Loads Bi 7.46 In. 1125f Live Dead Located BL 3.50 In. 1.5o In. 107�4 CONCENTRATED LOAD(S) REQUIRE(S) ADEQUATE CONNECTION TC 3440.0 860.0 �a v ICBO: THIS TRUSS HAS BEEN DESIGNE� IN TO TRANSFER EQUAL LOAD TO EACN PLY (BY OTHERS). Increase = 1.000 ACCORDANCE WITH IC80 RESEARCH REPORT 1607. �IVE lOAD DEFLECTION BASED H-5000 HOLDING vALUES ARE 203 PSI IN NAlLING PATTERN SHONN IS FOR UNIFORM LOADING ONLY. SOUTHERN PINE/OOUGLAS FIR-LARCH AND 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. UNIT SHALL CONSIST OF (3) MEMBERS FASTENE� TOGETHER YIITH 16d NAILS AT f6" OC THROUGH- OUT FROM BOTH FACES. EACH MEMBER MUST HAVE 4-� 1� CONNECTOR PLATES FROM BOTH FACES OF EACN JOINT AS SHONN. + 6.5" O.C. IN TC EACH ROW, 2 ROW(S). ALL LOAOS SHALL 8E �ISTRIBUTE� (BY OTHERS) EOUA�LY TO EACH P�Y. THIS TRUSS IS DESIGNEO USING THE UBC-88 5-3-8 COOE. BASIC WIND SPEED =80 t�H. i6 ThSS design has been checked for 10 poS2�,qT bottom chord live load in accordance 1 Nith UBC. 8090 VERTICAL RUNS THROU6H TO BEARING. eo90 __ 7-0-0 � 4-7-12 � 7-11-9 30-f-8 OVERALL SPAN 4-6-5 � 4-Z-4 4-0-13 4-2-4 8-2-4 3 12 H6475 12 � a3 SP5fi60 567 460 324 4860 HS012 56120 80f20 6-1-4 � 4-5-0 � _ p�P,TE CODE SPACIN(i R5000 UBC-68 24.00' O.C. A TrusPlus Design "7 ��7 038 4359C2 / TRUSFAB / Version 3.80 �X � DATE S!/23/93 ' ,► ` T�V�IiAL ►�i►��/ SYSTEMS TRU$WAL S/STEMS COt2PURATION �o 105 Iz_Z_6 1 4-6 STUB �7 h 7qE qESPp191MlIiY OF OTMERS TO ASCERTAIN iMA7 TNE LOA� lftM11ZED ON TMIS DE91di YE[T ON E%CE[D T11f ACTJAL DEAD LpAW IMPOSED BY tHE SiHUCiURE �ND iNE LIVE LOA� IMPOSED B11 7HE IOC�I M1�lDINO COOE OII M1.71pRICAI CLINATIC RECORDl. Np RFlPONSIEKITY I! MlUMED fpl pMENB�ONAL ACCUNACY. VERIFY AtL D�MENSION� PNIOR TO FI1lNlCATION. CONMlCTO� �IATE! �MpMM AqE TRUS�Y�L te, tt, OR'!O OAOE A8 SPECIFIED. FIIBIIIC/1TION SNALL COMPIY YY1T/1 TME'OUAIITY COMfPOI MM�UK� W TME TM1S4 R,AT! htl7�TUTE ITA1 �� T�� T�x� MANUAI. AlL PANEL9 NOT 3PEGfICALLY OCSIOMATfD ME TO !C lOUALl1' DIVWEO. � pENOTES SVECIK CUfT1NO- OMIY LA�ERAL BRACIN(i f1E0UMED O: INOIVIDUAI TRUS� MEMBERb 1� NOTED ON MIS ORAWING. TM16 DESION A83UMES TNE 10P CM0/1D TO OE CONi1NU0UlL'/ BRACED 8Y 9MEAiMINO UNLE9S OTMERWIO! STAT[D. WNEME NO 11�O�D (�IIMq 19 APPI�ED 01RFC7LY TO THE 001:ON CMONO. IT SHAII BE ENACEO AT INTEtIV�I� NOT E%CEFOINO �d•O'. PENlONS ERECT�NO TRU93E9 ANE CAUTIONEO TO 9EER AIOFESSIONAI �O��CE REOARDINO TEMPONARY ERECiION BRAC�NO 'NN�CM I! AlMM/s NEOUN�EO t0 oNE4EN7 TpPP�INCi AND'OOM�NO�N(i" NEfER TO "BNACINO wOOD �RU9SE3. COMMEMfAR'/ AIJO RECOMMENOATIONY' (7M1. WMfRE GONFU910N MA`I E1t19T CONCERNIN(3 PROPER iIE�U ERECTION, CLEARI'/ MARK INTEPION BE�N�NO 1OC11T10Nl. CANTILlVE11l. ANO LnA�USCE�NE�M01STUf1E CONT NTpOf T E'WOO �D O"E�XTCEEDTtf% ANO/ON CAUSE`CONNECTO CPIAT[ COPROSt�ON� CA �E A WMlN NECESS�NN 1] eElT DE�ERYINED T/ JUDICIOUS APPLICATIOH OF E%OERIENCE ANO TMEREFONE I.S OUTD�OE T� x�E ��I��TM �.�..� - Otv = 2/ Truss name =/]/8" = i' LUMBER SPECIFICATIONS Tap Chortl 2x 6* f650E-f.5E MSR SPF/ESLP Bot Chortl 2x 6� 2100E-1.8E MSR SPF/ESLP Neb Piece 2x 4� STUD M. M0005 NEB Piece 7 2x 4 x 1650E-f.5E MSF SPF/ESLP Left Nedqe 2x 4 fZ or Better�� BEARING AEOUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 8f 7.07 In. 3554 BL 3.50 In. 3.41 In. 2954 BRACING MEM8EA5 SHOWN BY �t NHERE i7E0UIRED. 1%4 CONTINUOUS LATERAL BRACING ATTACHED NITH TMO (2) 8d NAILS. IC80: TH25 TRUSS FfAS BEEN DESIGNEO IN ACCORDANCE WITH ICBO FESEAF7CH REPORT 1607. R-5000 HOLDING VALUES ARE 203 PSI IN SOUTHERN PINE/DOUGLAS FIF-IARCH ANO 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. THIS TpUSS IS DESIGNED USING THE UBC-88 CODE. BASIC MINO SPEED =BO PPH. ThiS design ha9 been checked for f0 p.s.f. botto� Chord live load in aCCOrdance �ith UBC. VERTICAL RUNS THROUGH TO BEARIN6. 5-3-8 0-10-4 PLATE CODE SPACINO R5000 UBC-88 Z4.00" O.C. A TrusPlus Design 327 038 Top Chd Bottom C�d MeDs T i- -7857 8 f� 7512 N 1- -752 M 2- 777 T 2- -7096 B 2- 6377 N 3--2130 M 4- 1198 T 3- -4662 B 3- 4472 M 5- 57 M 6--1999 T 4= -4662 B d= 0 N 7= 3496 N 8=-2923 T 5= -3211 6-0-15 5- 10- 6-5-10 5-9-2 ' 5-10-f4 ' R4875 3r1� 12 , SPECIA� PLATE POSITIONING CNAFT JOINT�1 X: (in) Y: (inl ANGIE ------ ------ ------ ------ f 8.03 6.3' 7.0 4 0.00 -5.67 90.0 Standard Uniform Loading IPSF) TCLL = 80 . 0; TCDL = f 0. 0; BCDL = 10 . 0: Increase - ].000 LIVE LOAO OEF�ECTION BASED ON �/360 I�_Z_6 96f50 ��100 SP5660 B-9-B 3-7-8z45 3-0-0� � g-11-8 � � 8-9-8 t �5-4-8 STUB' � 30-i-8 OVERALL SPAN � 4359C1 / TRU$FAB / Vl�3f0� 3.80 DATE ]1/23/93 C� /��\ T \��/ SYSTEMS TRUSWAI SVSTEMS CORPORATION `� R� F �` u�1 � �� •. NJ,9 � � ? C `O� Z � � �� IT t9 THE RE4PONEIBN.Ir7 Oi OTMERS TO ASCERTAIN iNAi TNE LOA0.9 UTIUZED ON T/MS DE��ON MEET ON E%CEED TNF ACTUAI DEAD LOAD� �MPOSEO 8M !HF 9TMICTUHE AND THE lNE 1OA03 IMFOSFD PY TNf. IOCAL PUKqNGl COOE ON HI�TORICAL CLMtA71C NFCOR09 Mp RE$PpNSMIIIItl 1! Al31141ED fOR DIMENSIONAI ACCUnACt VFMiY ALL DIMENS�ONS PRIOR TO iAlRICATION COfM/ECTp1 OLATES lNOMM ME TRUSYML H. 1!, di 7D OAOE AS SPEC�FIED. f�BRICA�ION S/IAL� COMiIY Y/1T11 TNE'OUALIT' CONTNOI MAMMI" OF TH! TRUlS P�ATE IIqT1TlRE (TVI) AND 7ME TINAMMI LRUlCAM MANUAL ALl VANELS NOT $PECIRCAILY OESHIN4TED ARE TO i EOUAIIr OIV�OED. � pENpTE3 SFEC1Al CU7'1�M(� O�'M.� LATERAI MAC�MO NEWt11E0 OF INOMOUAI tRU3S MEMlEN3 W NOTED ON Tllq ppMlNp, iMt3 DlSIAN AS�UwE9 TNF TOP CMONO TO OE CONTMUOVSL� BRACED BY SMEATNINO UNLE93 OTMERwiS[ STATED. WNENE NO �IOID CEILINO IS APPl1ED OIRECTI� TO TNC SOTTOM C11ORU. �T SM�LI BE BN�CED AT INTEPVA�$ NOT EXCEEdIW id-T. PERlON� FI1EC?INO TqUy3E! ARE CAUTIONED TO SEEK PROfE3310NAL �DV/CE REOARpINb TEMVORAPY EPECt�ON BNACINO WMICH IS AIMMYS NEOUIRED TO oNEVENT TpVP�INp ANO "OOMIN01Nf3' NEiER �O "BHACINp WppD TpU$$E9. COMMENTARI' ANp PECOMMENDAiqN�' �TR�. MMERE CONiU910N MAY EXI3T CONCENNINQ VROPEP f1E10 ERECT�ON, CLEARLV M�RK INTERIOR lEARINO IOCATION�. CAN�ILEVERS. ANO TNf CMORDS OF T11E TRU9S TO �EM IMVROGEH M/STAIIA�ION. TRV93E9 9MAL'_ NOT 8E VIACED IM ANY E/MMONMENT TMAT MnLt CAUSE TNE NOIS�URE CONTEN� O� 7ME WO00 TO E%CEEO IBf ANO/OR C�USE CONNECTOR PMiE CONROSION. CAMSf�, WMEN NECESSAM. 1! BE3T DETEIIYINEO BY JUUICIOUS AVRICATION OF EXPERIENCE AND TNEREFd1E 1! OUilWE TME SCWE OF I�E�POMS�6K�T�' OFTRU9MMl. Oiv � 8/ Truss name =/ f/B" = 1' LUMBER SPECIFICATIONS Top Chd Bottom Chd webs To0 C�ortl 2x 6* 2100E-S.BE MSR SPF/ESLP T 1- -8799 B S- 8413 M f- -678 M 2- 723 TC Piece 3 T 2- -8089 B 2- 7375 M 3--2085 M 4- 17i6 2x 6+� 1650E-1.5E MSA SPF/ESLP T 3- -5731 8 3- 6469 IV 5--1046 M 6- -554 Bot Chord 2x 6� 2100E-S.BE MSR SPF/ESLP T 4= -573] 8 4= 515� N 7= 1112 N 8=-5912 Neb Piece 2x 4* STUD M. NOODS T 5= -6296 N 9= -268 NE8 Piece 4 6 T 6= 0 2x 4� 1650E-f.5E MSR SPF/ESLP Left Nedge 2x 4 I2 or Betteri� BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 81 7.63 In. 3B36 BL 3.90 In. 3231 BRACING NEMBERS SHONN 8Y � MHERE RE�UIREQ. SX4 CONTINUOUS LATERAL BRACING ATTACHED NITH TMO 12) 8A NAILS. ICBO: THIS TRUSS HAS BEEN DESIGNED IN ACCOROANCE MITH ICBO RESEAFiCH REPORT 1607. R-5000 HOLDING VALUES ARE 203 PSI IN SOUTHERN PINE/DOUGLAS FIR-LARCH AND 152 PSI IN FIEM-FIR/SPRUCE-PINE-FIR. THIS TRUSS IS DESIGNED USING THE UBC-88 COQE. BASIC NIND SPEE� -BO MPH. This design has been checked for 10 p.s.f. bottom �hord ]ive load in accordance Nith UBC. VERTICAL RUNS THROU6H TO BEARING. 5-3-8 0-10-4 SPECIA� PLATE POSITIONING CHART JOINT�k X: (in) Y: (in) ANGLE ------ ------ ------ ------ 1 8.68 6.25 7.0 4 0.00 -5.67 90.0 Standard Uniform Loading (PSF) TCI.L = 80 . 0; TCDL =] 0. 0; BCOL =] 0. 0; Increase - f.000 LIVE LOAD DEFLECTION BASED ON L/360 6-0-15 5-10-14 5-9-2 5-9-2 5-10-14 3-5-15 R6475 3 r� i2 _ ?430 I,-6-a SPH5112 ---- SPH5100 --- . H7016 R120120 8-9-8 6-4-8 3-0-0� 8-11-B 8-9-9 2- -0 S UB � 32-fi-0 OVERALL SPAN � PLATE CODE SPACING . DATE R5000 UBC-99 24.00' D.C. 11/23/93 A TrusPlus Design 327 038 �o /��\ T �� , __-_,iiiYfYa�Y/ TRUSWAL SVSIEMS C0f7PORATION (j��1 \9 4 �i IT 1! TME RE3PON&BIIIT/ OF OTMER! TO ASCERTAIN THAT TM[ LOADS UT�U1E0 ON TMS DEl�WI MEE7 d1 E%UED TN! AC7LAl OH�D IOAW IMPOSED B� TIIE 9iRUGTtME 11NO THE LIVE IOADS �MPOSEO 81' TIIE IOCAI BUIlDINO COOE OR NI310R�C�l CUMATIC NECOROS NO RESPON91lILITI 1! AS�UMEO FOp DIMEN810NA� ACCUNACY YEPIiY AlL D�MENS�ON� PR�ON TO FAMICAi1Q1. COWJECTON FUTES S/IONMI ARE TRIpYY�L �0. 1!, OR'!0 (IAOE I1S SPEC1flED. FAlNIWTION $NALI COMPLY WITM THE'OUALITY COM110L MAM1Al' Of TME TFUS� VIATE IN8?ITUTE (101� 11NO TNE TRU6MMl TAU3COM MANUAI. ALL PANELS NOT SVECiFICKIY DESIONATED ME TO e[ fOUAlL1 DN�OED. � OEMO�E9 9iECUl CUTTRIO. p�l� U7ERAl 81UCINO REOUtREU Of INDIVIDUAI T11U7E MEAM[PS IS NOTED ON TWD DII/WIN0. MI! DESION AlSUNES 1ME TO► CHORD TO BE CONTINUOUSI� BRACED BY lNEATNINQ UN�l�� OTXEIIW�SE ST�TlD. WNERE NO RIO�O CEKINO t� IIPRIED DIREC7LY TO T/E BOTOM C110RD. It 9MAll 8E BRACEO �T INTERVA�9 NpT EXCElDINO M'-G". K11lOM� ERECTINO TRU33E9 ME CAUTIONED 10 3EEK iROfE3510NA1 ADVICE NEOARDINO TEMVOIIARY EPECT�ON lNAGING WMICN IS AIWAV� RfWIRED 70 PREVENT TpiGLINO AND 'DOMINOINO' NEfER TO "MACIIq w000 TRUSSES, COMMENTARY AND RECOMMENOATIpN!' �TM�. W11ERE CONFUSION MI1I EXIST CONCENMINO PROPER f�ElO ERECTION, CLEARIY MARN INTEPIOR SEARINA LOCA�IONS. CANTILlVCA�. ANO TME CIqROS OF THE TFUSS TO RIEVEM INAIOVER INSTALUiION. iRU9SE9 SMAtI NOT BC 7LACED IN AIW FNVI/IONMEM TMAT WI�L CAUSE TNE MOISiURE CONTENT Oi TME WO00 t0 E1fCEED 1M1 AND/OR CAUSE CONNEC7011 PIAT[ G011P0l�ON. CAMlE�. WM[N NECE9SARY, q 8ElT OETERM�NED BV JVOICIW! APVLICATION OF EXPEPIENCE ANO TME11EF011E IS OlRS1D[ TMElCOr! Of �IEYOMS�l�L�TM �.a„�� 4359C / TRUSFAB / Version 3.80 Otv =]6 / Tr�ss name =/ i/8" = i lUMBER SPECIFICATIONS Top C�ord 2x 6* 165DF-1.5E MSR SPF/ESLP Bo[ Chortl 2x 6* 1650E-1.5E MSR SPF/ESLP Neb Piece 2x 4� STUD M. MOODS MEB Piece 5 2x 4� f650E-1.5E MSA SPF/ESLP Lett sSde Slider 2x 8 same gratle as TCi!! Rfght Medge 2x 4 A2 or Better!! top Chd 8ottom Cnd Mebs T 1--20�02 8 1� 18885 N 1- 1B78 M 2--1856 T 2--21305 8 2- 18394 N 3- 2899 M 4--4024 T 3--21305 B 3- f7723 N 5- 5770 N 6--3496 T 4=-�5493 B 4= 19739 k 7= 2907 M H=-1582 T 5=-15493 N 9= 236 T 6=-20576 7 7=-20576 T Ba-20751 BEApING REOUIREMENTS BEARIN6 ACT. SIZE AE�. SIZE lBS Bf 5.00 In. 7530 8L 5.50 In. 5.39 In. Bi28 ICIIO: TIIIS TFlU55 IIAS CEEN DESIGNEO IN ACCOROANCE MITH ICBO RESEARCH REPOAT 1607. R-5000 HOLDING VALUES ARE 203 PSI IN SOUTHERN PINE/DOUGLAS FIR-LAACH AND f52 PSI IN HEM-FIR/SPAUCE-PINE-FIR. UNIT SHALL CONSIST OF (3) I�MBERS FASTENED TOGETHER NITH S6d NAILS AT 16" OC THROUGH- OUT FROM BOTH FACES. EACH MEMBER MUST HAVE COt�NJECTOR PLATES FROM BOTH FACES OF EACH JOINT AS SFIOYlN . } � 3" 0. C. I N TC EACH ROM, 2 ROW ( S). ALL LOAOS SHA�L BE DISTRIBUTED (BV OTHERS) EOUALLY TO EACH PLY. � 4-ii-4 � THIS Tf�IJSS IS DESIGNED USING THE UBC-B8 5-1-0 CODE. BASIC NINO SPEED =80 t�H. This design has been checketl for SO p.s.f. bottom chortl ]ive loatl in accortlance Mltil usC. . 6-3-8 RS 243 ' i-z-il PLATE CODE f;5000 U8C-80 7.2150 iPACING OATE 24.00' O.C. 11/Z3/93 A TrusPlus Design 327 038 435981 / TRUSFAB / version 3.80 C� 2� y8(oo 5-2-f2 � � 4-5-f0 5-2-12 3 1z R5675 � SP4B52 � 4010�P6490 -1-� .5q 3 COMPLETE TRUSSES REOUIRED! SPECIAL PLATE POSITIONING CHART JOINT* X: (in) Y: (in) ANG�E ------ ------ ------ ------ 1 4.45 5.73 0.4 1 13.85 12.70 14.0 1 22.24 f4.80 74.0 5 0.00 -5.67 90.0 9 -6.54 6.19 -7.0 1! 0.00 4.00 1.4 Standard Uniform �oading (PSF) TCLL - 90.0; TCOI - f0.0; BCDL - SO.O; Uniform Loads PLF Load Case 1 Initial Fina] Start End Dir. TCLL 160.0 160.0 U.00 3A.40 Y TCDI 20.0 20.0 0 n0 38.40 V BCDL z0.0 20.0 0 00 38.40 v Increase = i.000 LIVE 1.0A0 OEPLECTION ESA�EU ON L/360 �. , 4-3-14 � � f�`'{/ 4-5-10 r B � � 4 �60 � �„is� ` ^ � \\`�S�SP4852 Q 3 � � SP6475 10-5-8 f0-0-4 8-i1-4 38-2-f2 OVERALL SPAN /��\ T w� ,_____,Y-Y-� TRUSWAL SVSiEMS CORPORATION f0-4 40f05 �J 1-0-0 '� • 96120 8-9-12 r�-0-0 I H-' IT IS iHE RP9PON9MILITY Of OTNEPS TO A�CERTAIN TNAT TNE LOADS UTILIIED ON THIS DElION 1/EfT OR E71C£ED TNE ACTUAI OEAO IOAD'� 11Mn!iff/ flY Tllf 971MICIIIAE �ND INE LIVE IOAM �WY�Fn PY 1Nf IOCAI M711MlKl CW[ ON �MSTq11Cµ CIIMATIC NfCOND! NO RESP01t710K111' 1� Ay�UMED f011 INLtEN�IIrMI ACCURACY vER/FY All OIME/IltON3 1'R�ON TO fAMICATION. CONNlCTON OLATE3 g1pWN AqE TRUgYN1L /6, /�. OR 700AOE �47 SPECKIED. fABRICJ1T10N SNAI� COMPLY YYITN ME'WAUT/ CONTPOI MANUAI' OF TME TRU33 PIATE MSTITUiE (TR� AND T11E tRUlMML iRU9COM M�NUAI ALL PANEIS NOT $PECIFI(`„ALL� DESIONATEO /ME TO OE EOUAIIY DIVIDED. � pENptE� SFECUL CUitINO. p1l'/ UTERK BR�CNIO REWMED Of INDIVIWAL iRU'3 MEMlERS �! MOTED ON TMIO ORMNINO. TMI' OESIAN A9SUME9 TM! TOP CNORO TO !E CONTINUOWIY BNACED Bv SMEATNINO UNlE95 0T1�EPW13! lTATED. WME11! NO RIOIO CHUNO I! APP�IEO OIRECRY TO TME lOTTOM CMORO. IT SMAIL sE 9NACED AT INTERVAIS NOT f%CEEDINO 70'-0'. PE�SOM! EREC7�NQ TM/99E9 ARE CAUt10NED TO SEEK PROFE9910NA1 AOVICE REOAROINU TEMPORMY ERECTION BNACINO WMICM �S AlMMY3 REOUINEO TO VREVENT TO�I�NO ANO 'DONIlqIIq.^ REFER TO 'BNAC�NO wOOD �NUS8E9, COMMENTApY �NO NECAMMENOATIpNS (T►11. WMEPE CONfU910N MAV E%IST CONCERNINU GROiER FIEID ERECTION, CLEARI`/ MARK INTERIOR SEARINO IOCATIONl, CANIILEVEP3. AND TME CN011D! OF TNE TRU$$ TO PREVENf IMPROPER 1NST�lUT10N. TRU69E9 9MAlL NOT BE V�ACEO �N ANY ENVIRONMfM 1MAT M/IlL CAUSE TME M019TUNE CONTENT Of THE WOOD TO E%CEED 191 AND/ON CAUSE CONNECTO� ►IATE C011N0l10N. CAM6E11. WNEN NECE3.911RY. 19 BE9T DEIERMNIED 81' JUOICiqI$ AVVI�CAnON Of EYFERIENCE AND TMEREfOR[ 1! p1TS1D! TN[ lCOV[ OI IIESPOMS�S�LiT�' OFTRUSMMI Otv = i/ Truss name =/ 1/8' = f' 0 LUMBER SPECIFICATIONS Top Chd Bottom Chd NeDs TOp Chortl 2x 6* 2f00E-1.BE MSR SPF/ESLP T 1--f005! B i- 9443 N 1- 939 N 2- -928 TC Piece 3 4 T 2--10652 8 2- 9i97 v1 3- f450 M 4--2012 2x 6* 165DF-1.9E MSR SPF/ESLP T 3--]0652 B 3- 8862 W 5- 2885 M 6--1748 Bvt Chord 2x 6■ 2100E-S.BE MSR SPF/ESLP i 4= -7747 8 4= 9870 N 7= 1453 M 8= -79i Neb Piece 2x 4� S7U0 M. NOODS T 5= -7747 N 9= fi8 NEB Piece 3 5 7 T 6=-f0288 2x 4 r 1650E-1.5E MSR SPF/ESLP T 7=-10288 T 8=-10376 Left side Slider 2x 8 same grade as TCSII Right Medge 2x 6�2 or Betterii BEARING REQUIREMENTS BEARIN6 ACT. SIZE REO. SIZE �BS ei 7.a9 In. 3765 2100F SLIDER IS 4'-0". Bl 8.69 In. 4364 BRACIN6 MENBERS SHOWN BY r NHERE REOUIRED. 1X4 CONTINUOUS �ATERAL BRACING ATTACHEO MITH ?MO (Z) 8tl NAILS. ICBQ' THIS TRUSS HAS BEEN OESIGNEO IN ACCOROANCE NITH ICBO RESEARCH REPORT 1607. R-5000 HOlOING VALUES AAE 203 PSI IN SOUTHERN PINE/DOUGLAS FIR-LARCH AND 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. THIS TRUSS IS DE5I6NED USING THE UBC-89 COOE. BASIC MIND SPEED =80 hPH. This design has been checked for 10 p.s.f. bottom chord live load in accordance Nlth UBC. 6-3-8 2 e �z90 1-z-�I � PLATE CODE SPACING R5000 UBC-88 24.00' O.0 A TrusPlus Design 4-11-4 Fi � � cv OATE 11/23/93 3Z7 038 �� 43598 / TRUSFAB / Version 3.80 5-1-0 �0-0-4 5-2-]2 � � 4-5-f0 5-2-12 3 lz R7290 � 4875 M * SPECIAL PLATE POSITIONING CHAFT JOINT�t X: (in) Y: linl AN6LE ------ ------ ------ ------ f 30.86 8.24 0.4 5 0.00 -5.67 90.0 9 -15.55 6.95 -7.0 71 0.00 4.80 ].4 Standard Uniform Loac TCLL = 80.0; TCOL = 10.0; B( Increase = ].000 LIVE �OAD DEFLECTION BASED 4-3-�4 � 4-5-10 4-5-14 32f05 3217��125 -1 -- • 59 SPH5162 10-5-8 B-Sf-4 38-2-12 OVERA�L SPAN ��,` T ,_____,� TRUSWAL SYSTEMS CORPORATION SP4875 Q 3 630 � H1216 8-9-12 --i 0-0 -� � IT M 7Mf. PE9PONSIBILIIY Of OTNER� TO ASCEHT�M TH�T T11E 1 OAO! UtILIZEO ON TH/B DE�1(!N M[ET 011 EXCEED TM! �CT1Al DEAD LO�M IM1T/4lil fl� Illf �7111M.TI1M ANA 11/F IIVF lOAll9 IMP(MFO R� TFIF l0(:11L M�IIMNQ COOE f711 NiS10R�CAl CUMATIC �FClM03 NO RESP[�9�BKt1`I IS A„UMED fql DIIAEN91(NU1l A�IHIACY VFRIfY �lL D�MEH�IONS i'RION TO �AMIICAt10N. CONNECTq1 PUiE! JIIpWN AqE TRl13MMl te, ls. p110 OAOE AS NEC1f�ED. FABRICATION $MALL C04iPlY WITN TM�'WI�UTY COHfPOI MANUAI' OI TME TIR13S PtME 1NlTITUTE �TP1� ANU THE TRI�Y�MI TAU3COM MMAMI. AlL P�NEID NOT �PECIfICAIIY DESIONATED M! i0 !E EOU�II� OIVIOED. � pENptE3 31'Ff.UI CVTiHIO. ONIY UTERM MIACINO REOUIRED Of 1ND1v1OUAl TRVS3 4EMeElq IS NOTED ON 7/N! qIMMNO. iMl! DE910N AHSVMES THE TOP CNOPD TO !E CONTINUOUSLY BRACEO B� 9MEATNINO UNIF�S OTN[IIW13! S7ATED. WMEPE NO XIOIO CEILINO 13 APKIEO OIRECTIY TO TNF BOTTON C/10110. IT SMAIL BE DRACED �T IN�EM/Al9 NOT EICEEDNNi 10•C. 7E1qON9 ENECTIN(i TPU9SE9 ApE CAUTIONEO t0 SEEK PROiESJ10NAl ADVICE REd1PDINO 7EMPOR�RY EAECTION MACINO WHICM 1! AIMMYS MEOUIRED TO PREVENT TOPVlIN6 ANO "OOMINqNf)" HEfER TO'BRACINO wOOO TRUSSES, COMMENTAM AND RECOMMENOATIOW' �TR�. wMERE CONiU9�ON YA`/ EIlIST CONCERNINO PqOPfN FIEID EREC710N, CIEARIY MARN INTENIOR BlARIMO IOCATIONS. CANTIIEVER3. AMO T1E C1qR03 Oi THE TAU38 TO P/1EVEM �NPMOFEP IN9TAlLATION. iRU33ES SM11lL NOT BE PU.CED IN ANY ENV�MONMlM 1MAT WILL CAWE TME N0�9TUNE CONTEN� Of 7ME WOOD TO E%CEEO /94 ANO/OR CAUSE CONNECiOR PUTE C011N0lION. CAMOER. WMEN IIECESSAP�! 19 BEST OETERMINED T� JUDICIWS AIPIICATION pF E%VERIENCE M1� TMEMEFOFE IS OUTNO[ iME 7COOE OF 11E�PONNliIIT' OFTRUSYML. Otv =]3 / Truss name =/ 1/e" = 1' 2 lUNBER SPECIFICATIONS Top Chortl 2x 6� 1650E-1.5E MSR Bot C�ord 2x 6+� 1650E-].SE MSR Meb Piece 2x 4� STUO M. NOODS NE8 Piece 5 2x 4 K 1650E-].5E MSR Left Medge 2x 4 f2 or Better!! Top Chd Bottom Chd SPF!ESLP T 1�-1z674 B 1� f2f17 SPF/ESLP T 2--10990 B 2- 9534 T 3- -5873 B 3- 2566 T 4= -5873 SPFIESLP T 5= 0 NeDs YI 1--f743 M 2- 1728 Ff 3--4406 M 4 - 722 W 5- 3598 X 6--5220 N 7 = -287 BEARING REOUIREMENTS BEARING ACT. SIZE REO. SIZE LBS Bi 5.57 In. 5601 BL 3.50 In. 2.88 In. 4983 BRACIN6 MEMBEfiS SNOWN BY * MNERE REOUIFED. 1X4 CONTINUOUS LATERAL BRACING ATTACHEO MITH TMO (2) 8d NAILS. ICBO: THIS TAUSS HAS BEEN OESIGNEO IN ACCORDANCE NI1H IC80 RESEARCH REPOFT 1607. R-5000 HOLDING VALUES ARE 203 PSI IN SOUTHERN PINE/DOUGLAS FIR-LARCH AND 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. UNIT SHAI.L CONSIST OF (2) MEMBERS FASTENED � 6-0-15 , � TU6ETHER MITH 10d NAILS AT 12" OC THRWGH- OUT. EACH MENBER MUST HAVE CONNECTOF � 5-9-2 PLATES BOTH FACES OF EACH JOINT AS SHONN} �7,5" O.C. IN TC EACH RON, 2 ROW(5). ALL LOADS SHALL 8E DISTRIBUTED (BY THEAS) 3 r� E�UALIY TO EACH PIY. T H I S T R U S S I S D E S I G N E D U S I N G T H E U B - 8 E COOE. BASIC MIND SPEEO -80 MPN. 5-3-6 This design has been �hecked for 10 p.� bottom chord live load in accordanc Mit� UBC. VERTICAL RUNS THROUGH TO BEAf�ING4I P�ATE CODE H5000 UBC-88 t---t 2 COMPLETE TRUSSES REOUIRED! SPECIAL PLATE POSITIONING CHART JOINTd X: (in) Y: (inl AN6LE ------ ------ ------ ------ 1 5.80 6.U0 7.0 4 0.00 -5.67 90.0 Stantlard Uniform Loading (PSF) TCLL - 80 . 0: TC�L � f 0. 0: BCDI - f 0. 0; Uniform Loads PLF �oad Case f Initial Fina] Start E�d Oir. TCLL 560.0 160.0 0.00 25.54 V TCDL 20.0 20 o n �0 25.54 v BCDL 20.0 20.0 U.00 �5.54 � Increase - f.000 � LIVE LOAO �EFLECTION B�SED C1N L/360 5-10-74 � �-]0-1 5-�0-14 R4060 12 c,3 96f05 5r56tio • 6475 3-0-0� SPACIN(3 DATE 24.00" O.C. ]1/23/93 A TrusPlus Design , � 4359A1 / TRUSFAB / Ver57on 3.80 co e-ii-e 8-9-8 25-6-8 OVERALL SPAN /�� TR[��AiAL , ____,� TRUSWAL SVSTEMS C017PORATION 7-9-8 ►''�. -,� � D � � . �' � �y�.I � �, � � �� • " IT IS T1/E i1ESFONSINl1T� OF Or11ER3 TO ASCERTAIN iMAT TME LOAOS UTILI2ED ON TN5 DESION MEET OR EXCEEO �ME ACTU�L DEAD 1OA03 �MPOSED BY TNE $TPUC1lME ANO TNE LIVE LO�OS IMP04E0 BY TNE LOCAI BUILOINO CODE OR MIST0111CAL CLIMATiC AECOADl. NO RElPOM9�B�UTY 19 A93UMEO FOiI dMEN3WMAl ACCURIICI: VE111iY ALL DIMENS�ONS ��011 TO fAlRICATION. CON!/ECTq1 PUTES �own w� rnusvwi ie. �s. on xo woe �+ svec�ciEO. s�en�rron a�ui� co�mr wnH n� °ou�urr co«Tno� MM+wu• or TMe rnuss AIATE INS�ITViE ItA1 �ND THE TPUS�'Ml TRU9COM MANUAI. ALL V�NEI$ NOT SVECIP1CAll`I DlSIf3NATED ME TO eE EOU�IIr dV10ED. � DENOTES SFEpA� CUiTINO. WlIY UTERAL BRACIN(i REOUMED OF iNDIVIW�I TAU99 MEM8ER7 19 NOTED ON tMl! DNMMNO. TNI� DElION Al9UME3 TNE TOV CHOPD TO OE CONTINUOU9tY BRACEO SY $MEATNINO UNlE9S OTNENWISE STATEO. WMEIIE NO R161D CEILINO I� APPLIED WNECTI'I 70 THE lOTTOM Q10RU. I7 SMALL DE BNACED A7 INTENVALS NOT EI[CEEOM/O /O-0". �ER�OM! ENECTIN6 TRU�Ey ARE CAUTIONE� TO SEEK P110FE9310NAL ADVICE REOAPOINO TEMPOMAAY EREC710N ERACINO WN1CM 13 ALMMY� NEOUIRED TO PREVENT TOVPIINO ANO "OOMHIOItq.' REFER TO "BRACIHO WOOD TRVSSE9. COMMENTAR`/ �NO qECOMMENOATIpNS fT►1�. WMERE CONFUSION YAY E%IST CONCERNINO PROGER f1ELO ERECTION, CIEARIY MARR INTEPION BEARINO IOCATIONl, CANTILEVERl. AHD THE CHOROS Of 7ME iRU39 TO a1EVENT IMVROPER IN$i11�lA��ON TqU$$ES SMAU MOT BE �LACED �N AN'I ENVIRONMENi TIAT Wlll CAUSE �NE MOISTURE CON7ENT Of THE WOOD TO E%CEEO �YA ANO/OR CAUSE CONNECTOR PIATE COPROlIOM. CAMSEN. wMEN NECES9ANK 13 BEST OETENMiMED BY JUOICIOU$ APPLICATION Of E%PERIENCE I1ND TME11EfORE IS OU7�IDE TME SCONE O: RES/OM81Ml�T' � ��. Otv = 2/ Truss name =/ 3/16" = i' � LUMBER SPECIFICATIONS Top Chord 2x 6* f650E-].5E MSR SPF/ESIP Bot Chord 2x 6* 1650E-].5E MSA SPF/ESLP Neb Piece 2x 4� STUO M. MOOOS NEB Piece 5 2x 4 x 1650E-1.5E NSR SPF/ESLP Left Wedge 2x 4#2 or Better!! BEAFIN6 REDUIREMENTS BEARING ACT. SIZE REO. SIZE LBS BS 6.17 In. 3100 BL 3.50 In. 2.88 In. 249] BRACIN6 MEM8EF5 SHOMN BY � YlHERE REOUTAED. iX4 CONTINUOUS LATERAL BRACIN6 ATTACHEO NITH TMO (2) 8d NAILS. ICHO: THIS TRUSS HAS BEEN �ESIGNEO IN ACCOROANCE NI7H ICBO RESEAFiCH REPORT 1607. R-5000 HO�OING VALUES ARE 203 PSI IN SOUTHERN PINE/DOUGLAS FIA-LARCH AND 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. TH15 TaUSS IS DESI6NED USING TNE UBC-88 CODE. BASIC MINO SPEED =90 I�H. This design has been �hecked for 10 p.s.f. bottom chard live load in acCOrdance Nith UBC. VEATICAL RUNS THROUGH TO BEARING. 5-3-8 o-,o-�I Top Chd Bottom Chd Nebs T 1- -6337 8 1- 6059 W 1- -871 W z- 864 T 2- -5495 8 2- 4767 YV 3--2203 N 4- 361 T 3- -2937 B 3- 1283 N 5- 1799 M 6--2610 T 4= -2937 YI 7 = -143 T 5� 0 6-0-15 SPECIAL PLATE POSITIONING CHART JOINT�1 X: (in) Y� (�n) ANGLE ------ ------ ------ ------ 1 5.80 6.00 7.0 4 0.00 -5.6i 90.0 Standard Uniform �oading (PSF) TCLL = 80 . 0: TCOL = 10 . 0: BCDL = 1 �. 0; Increase - 1.000 LIVE LOAD DEFIECTION BASED ON L/360 , , 5-�0-14 � �-10-5 5-9-2 5-10-]4 R40fi0 12 3 �� -1 3 3-0-0� �TE CODE SPACING ae000 uec-es z4.00• o.c. A TrusPlus Design 3z� 038 4359A / TRUSFAB / Version 3.80 96d05 srocou • 6475 , , 8-4-8 . DATE if/23/93 � 8-fi-8 25-6-8 OVERALL SPAN /��\ T A`��.`MM` , -___'Y-Y.�-W TRUSWAI SVSfEMS CORPORATION 7-9-8 t/��\ \9. 3-4-2 IT 1! TNE HESVON91flKITY OF OTNEM TO A9CERT�IN TNAT TNE LOAD� U7RIZFD ON TH19 OE��AM MEET O/I [%CLED TM AC7U111 DEAD LOAD� IYPOSED BY rHE 9TIIUCTURE �HO THE LrvE lOAp3 IMPOSE� BY iHE IOCAI BUIl01N0 CODE OR N1�TORIGL CUMAIIC NECORD! NO NE9PONSIOK�iY 1S A93lMED fpq DIMEN91pNAL ACCUNAC'/ VERIFY �LL DIMEN910N! NIIOR TO fAM11CAT10N. COfINECTqI PUTE9 lMONM AqE iq{)$YU1� Ie, 1!. OR 70OAOE A! SPECIFlED. FABRICATION 9HALl C-0MiIY YY1TN TME'OUALIT' CONTROI MANUAL" OF TME TRU$! PLAiE IHDTI7UTC �TM) ANU t11E TRUDNMI TRUlCOM MAMIAL. A�� PANEl3 NOT 3PECtF1CALLY O[9ONAT[D ARE TO OE COUALLY D�VIDED. � OEN07E! 9PECIAL CUTTINO. ONL7 UTERAL SRACINO PEOUIREO O� IND1v1WAl TM133 MEYlERS 1! NOTlD ON T/H! OAMMINO. TMU OE910N AS�UME9 TME TOP CHORO 10 SE COMTINUOWIY BRACED BY SNEATNINO UNLESS OTMEIIWISE �TATED. WNE11! NO �IOtO CEIlINO IS APq.IED DIRECTLY TO TN[ SOTTOM CNOND. �t 9MAll BE M1ACE0 AT IN7ERVALS NOT EIfCEEDINO /0-0'. 0lP�ON� fRECTINp iRU33E! ARE CAUt10NED TO 9EEK PROFE3StONA� ADVICE AEOAROINA TEMFONMY EPECTION BRACINO WMICH IS ALVMY� REOUh1ED TO PREVENT TpPV�IN(i I1ND 'DOMINOINO' REFER TO "BRACIN(i w000 TRUSSES. COMMENTAP'I I1ND RECAMYFHOATIONS (TOI�. wNERE CONfUSION MAY EXIST CONCERNINQ PNOPEP FIELD EAECTION, CIEARLI' MAPR INTEPIOP SE�RINO LOCATIONl, CANTIIEVEPl. ANO THE CHONO� OF TME TNU93 t0 PREVEM i�1PROPER IWiA�UT�ON. TRUSSE� SNAI! NOT B! GUCEO IN ANY ENV�MONMENT TMAT MryLI CI1U9E iME M019TUNE CONTENT OF TME WO00 Tp E%CEEO 1M ANO/OR CAU6! CONNECTOR PUTE C011110�ION. CAM�EI�. N�MlN NECE33ARY. 13 !E!T DETERMIMED S`/ JUOICiW7 AVVIICATION Of EXYE111lNCE AND TNEREFOPE IS OUTl�D[ �ll[ 7CO�E Of AES/ON��l�LItV pF TRI73NML. OtY ° 4f / Truss name =/ 3/S6" = f �■ ., . � �� -'� � � .r� � J � /� � r-�. V �_.._ ` �, � �J , . �, __ 1 � � � <,-- �'— :rj t-'��, `. "PRATSE THE IARb" n ��cr�T� e�� 28$�03 U S Hwy 6 8e 24 Rifls, CU 8165� t303) s2s-� � 17 ,r S'-4�� ToA v�.ew �.,.�, . � ... � .� ,� � � .� .,. r.. �. � .,� r.. .� � "l �I i �i � � � � I2�',� 1) ��" � � . di.a. 't dia. � I i� l I i� I ( 1� � � � � � � r� �n+ � �+ �� i.� w �� . � i,� inle� �tiQ -,� � � � . . 4� �8" Q� �� f ��A .a. c.•�t.��. � � _ - I�.1 � ; ,- ; °�;��il �. ;��; . w"� �p _. �'� �'�L:.� ��/ •' .. '::�y: �3� j � . c ,,,i ixsa � �. r n m � " •. � : d.� .,, . rJ: 4�_ ..'_tr� b•Q• �� ., �d ,� 4�� . 4 .,.��"`� Side view j 4�� 1Q00 GALLON CR�ASE TRA1� OR SANA TRAP Compres�ive atrength 4000 P.S.I. voncrete. Bottom & side wa1Xs rei.nforced with 6�6 �0--10 mish pius$4��/�rebar in bottam. Top re3.nforced w�.th 6-6 g�6 mesh & 6 3� '� ! �, D�gg�ng Specst -� --- ---- s�-s� ��-6�� yvide x 9' 6" �ong• �'p� Qut�ide bottom ta cen-ter o�' i�n�at ho�e 4' 1" . �ide i.nlet & outle� 1�" from �nd. , . Drawi.ng page $6A � ... ...... _ _- ��M'�--� . _... �_1 ,��, -��;.�� , ��t�'°�,�.°-.,$r . ��h � C� -�. � t . � � �, � "PRATSE THE IARb" . ��t� a��r�� ZS$Q3 U.S. HWy. 6 de 24 Rifla, CO 8i854 i303) 625-1112 . a�_4�� ,: , . „ �i r T,4�1 ew � . � , .; . . � y � � i-� _ r�� w� �.�- �r w.�+ rr � w ww� � w� �+ �� 1� � � . . . � ": ' �. �.: • � � � :� .. ��. � 4�+ � � 2�" _ � ia. 11 dia. :: I : 1, i {� 1 I� I �� ) _ �_ .� �r �+ w� L� w w� ^. � � � i,� i f �b',.6" �� , �71�1`_ 5�-3�, 4, �� inla� �-.—� . Side view � . 4„ r 1000 GA�LON CRLASE TRAI� OR SANA _TRAP ' " Cow�ressive strength 4000 P.5.I. ooncrete. Bottom�& side wails reinforced with 6�6 7.0�-10 mish pius 4�3/8 rebar in bottom. Top rei.nforced wi.th 6-6 6-6 mesh & 6�3/8• ��bax�., � .� . , Digg3ng Specs: �'-6" wide x 9' 6" �on�.' �From putside bot�om ta �. center o� �.n].et hoXe 4 1. ,Side i.nlet � out2e� � 15" fram end. . ,, _ ' ; Drawi.ng page 86A :ti . : _ . �� . . ,. , . . . , �, . R O T H .. S H E P P A R D A R C H I T E C T S 1 h? i f3L�KE 5T. SU ITE 3 SO D f N V[ H. C O L O R A O O R 0 2 0 2 303.SS4.7007 303.534.7722(FAX) , ��/ ❑ Transmittal �acsimile � To:�� ,8ie,v�t1'j'Z J U� ��'�/� Pl�`��!� ��fa�f 'i% �s� �� U��D. �/L cl. Vl�,�' From: i 1 %� . � • .. : �� C Memorandum I_] Meeting note Da[e: . 7/� s P�o;e«: � /��j • �D. V ��i Project number. Subject: • �� , _`��V� `� f�— � Number of pages:� �T Copies co: / .tiG6Nl1'�'� � R PR-c3v'laUS ,U�/�-c�Ot�/'� P �2 . l�oGr� . - P �' ,. � �� . ��'!�-� v�. o Q /'�3�t� G�� : � ,p,o ,ur�!- �tiQ'v'r� .Yb f . Fa � 7.� �?s' 7��?^7� 7�� ?�'� 80 - 1° �R-w,�.�-� . u��t,t� �ov �v�e�uT � Z�° �°Ul �p;s �N� � /°.�. ? � 1'� � / c�Q�t/ �� . . � • ,� �y� lUV'T" ,�-��,o, -� ��u,o�v �R ��I U ll�'VU'-L� /NZa �-' G , d . : °� 0 2� 2� �� I �� 3,`�9' 4? � � �� 5� �I ��, , � 1� � � � � �S Sb� �'I, �, s� �o � ! _ �Q� , ,��i i .;� ' / ' � , � �. � / � . @ � Meetin� Minutes Projec�t: Vail Police Dept. Author. )effrey Sheppard Date: 30-Aug-94 Present: Craig Bruntz Frank Freyer )eff Layman �oseph Miller )eff Sheppard Leo Hilsendager Copies To: AI I Attendees � Project No.: 9240 purpose; Weekly Construction Meeting Location: Annex Building �. Viele Inc. Frank Freyer Vail P.D. Roth + Sheppard Architects Roth + Sheppard Architects ). �ele Inc. ........................................................ _............................................... _............................................... _........................................................... The following meeting minute notes were prepared by Jeff Sheppard of Roth + Sheppard Architects. These notes reflect the author's understanding of discussions at the meeting, and should any of those present have differerrt recollections, they should advise the writer of necessary revisions at the earliest opportunity. � n � � ❑ ITEMS DISCUSSED 1. Carpet at renovation to begin 8/31. 2. �LS and )M selected floor topping color at holding 3. TCO scheduled for 9/12. Jail opening is priority 4. Existing telephone room still needs reworking. Cables, panels, and wires may have to be re-routed. Craig to contact for 9/8 walk thru. �eff L. tohave his communications people review existing conditions first. 5. RSA awaiting revised report writing cabinets add cost proposal. 6. HVAC concerns: Sleep room thermostat may not be working. Lh to verify.locker rooms are too cold. 7. Craig has removed Hunt add relative to power and conduit to irrigation control. 8. 1S to call Phil Herrara again with regards to damper credit info that MKK has requested. Mkk has priced damper add and their price is substantially less than installed price. 9. �S to send )L letter regarding south elevation fire access window and lower level , south elevation , existing building, revisions to DRB approved window fenestration. 10. Mike McGee will want to do smoke testing at holding area. Leo will contact him for scheduling. 11. Leo will look in to setting up an elevator inspection on 8/31 12. )eff Layman must go before the DRB on all outstanding issues before we can recieve our TCO. 9/7 at 3:00. Jls to attend 13. Leo needs to inform us as to which balancing changes have been implemented. 14. Craig will put Sa Belles on written notice regarding the lack of effort on completing landscaping. 15. Jce will get Leo a clean set of construction prints. 16. Vail P.D. can paint the outside face of the hole low-wall red. 1 �• Layman wants assurance that 1V will leave Vail P.D. some extra touch- up paint. 8/30 /94 Minutes Page 2 ACTION DATE INFO NA INFO NA INFO NA C6, JL 09/07/94 INFO NA LH 09/07/94 CB NA JS 09/07/94 JS 09/02/94 LH 08/31/94 LH 08/31/94 JL & JS 09/07/94 LH 08/30/94 CB 08/31 /94 )M 08/30/94 Info 08/30/94 LH NA 9/6/�94 e � ITEMS DiSCUSSED 18. Two areas of standing water have been identified : 1. Bottom of wood stair on south frontage. Can this be regraded? 2. Man door from garage on east frontage. JS to provide CB with drawing indicating gutter, down spout, heat tape and tie in to perimeter dr 19. )LS to ask Craig Carrol to provide RSA with the steel info he sent directly to Leo so that JS can put it in a PR. 20. Phone line is required in elevator equip. room. 21. �S will talk to Ed Holmes about damper issue when he returns from vacation 8/24. 22. Roof top HVAC and other equip. needs to be painted.. 23. Leo will proved a fixed window for fire fighting access just east of the first floor elevator vestibule. The window shall be sized per the construction documents. Will require DRB approval 24. Next meeting is Friday, 9/9. Craig to verify time. 0 ACTION DATE JS 09/09/94 JS 08/31 /94 LH 1S 09/09/94 08/24/94 LH 09/14/94 LH, )S, JL 09/07/94 I N FO 09/06/94 8/30 /94 Minutes Page 3 9/6/54 c PREVIOUS UNRESOLVED MINUTE� DATE OF MINUTES ITEMS DISCUSSED 07/12/94 1. Steei bar joists and new steel beaam to be wrapped for fire protection. ).L.V. will prepare a change order. 07/12/94 2. A substitution will be required where clearance is to tight for sound boots. Leo will get boots from Lundsford. 07/12/94 3. Return grilles should be located per mechanical plans. Some may be moved to accomodate acoustical problems. 1.L.V, is checking. 07/12/94 4. Leo will investigate a credit from Hunt regarding the brass trimmed light fixtures. 07/12/94 5. Armory strikes need adjusting and deadbolt is incomplete. 07/28/94 6. TCO for entire building is scheduled for 9/12. Leo will try to improve on this. 07/28/94 7. Camera housings need to be installed 08/02/94 8. It was decided that the base below the base bd. heaters shal I be rubber. 08/02/94 9. )ce will ask Ed where he would like the additional supply diffuser placed at the radio equipment room. 08/02/94 10. Jeff Layman will talk to an acoustical panel rep. regarding acoustics at gable ceilings. 08/02/94 11. Outstanding mechanical balance issues: � *Sleep room is cold *Kitchen is stale and hot all the time. Unrnsolved Minutes Page 1 of 1 DATE TO BE ACTION COMPLETED LH 08/02/94 LH 08/02/94 LH 08/02/94 LH 08/02/94 LH 08/02/94 LH NA I N FO 08/09/94 LH 08/30/94 JM 08/24/94 J L 08/30/94 INFO NA 8/30/J4 � 0 � FIELD_ 1. Mens tlt. at renovation is missing egg crate valence. 2. Mechanical is at 85% completion. 3. The new T. Scribe window is in place. Not acceptable to RSA. 4. Millwork in reception being completed 5. Floor leveling at reception being completed. Control joints required 6. Elevator and equipment installation complete. 7. Existing walls at holding to be cleaned of construction related debris prior to painting. 8. Most' hidden conditions' in the remodeled portion have been uncovered and resolved 9. Womens toilet at renovation is missing mirror and valence eggcrate. 10. Landscaping along south frontage road is lagging. 8/30 /94 Observations 0 Page 2 ACTION INFO INFO INFO INFO INFO INFO INFO DATE NA NA NA NA NA NA NA INFO NA LH 09/13/94 LH 09/13/94 9/6/94 PROPOSAL r�EQUEST LOG - VAIL POLICE vEPARTMENT Proposal Request Log Page 1 of 3 9/6/'94 PROPOSAL rcEQUEST LOG — VAIL POLICE UEPARTMENT Proposal Request Log Pa�e 2 of 3 9/6/`94 PROPOSAL �EQUEST LOG - VAIL POLICE JEPARTMENT Proposa! Requesc Log Page 3 of 3 9/6/94 MAR �� '94 11�� R�TN SHEPP�RD AR�HITECTS ++� k f. )*T V I :: S I I f'r' i•� A 13 i) � !� ii l f 1 I I , !' r .� I i� � 1 It 1 1 k' i l t l 1.,1 1 I f t'�i Il �)� NV� Kr � (71I1;en1)I.i 7!��l!Il.�, IU f'i 1+1.70117 �U f.'� f9.%lI!�bAXI ' 'N'r;insmi;r.�l � c,in�ilr "1 i�: � �� `�1"�"'�� .--- ��. � . �� ,��ta�,r; �c� . ..�.. �"- ��' � j LZ,��-�, �� +' �� f ; Mcr,7nr,iiulur�'� � M�•i•r�n,� n:�t�,� C7<ue�: -� [� /"?e:L f � + ,� Eyrr�jtr,�; �.�,�,�.,.� ��„ r�,��;<; � �,;.�,,,,� �� ,.�,�, �� : �— —. — Nu„dic�r ut',?:i}cs: �, C;ta4,ir� r,:;: "\""rC...� °.1 ` ��—*''�`�- ��x:.� �`C C.�... �t t---�, (� "�'t—`F,�-C � � C�� `�`i'f ( �t-- �-�'C'�� '��..�.� �u �� -E- � �� P �� -�� }.'�`� �+�' ► � �c'�v t-�� .�.,��r' �� L.� �c..�.°� �'c��, ��G . � �� " ' f ��f� �) � yif �. ��-�� 1 c �..�� MRR 07 'G4 14��0 P,�TN �HEFPARP A�CHIiECTS - � I: (>' I 11 w� S H F!' Y A K i? , R c' i- I � h . ! ti t i�? , lt t nA1� S1 . r3111'Tf �'..iu I)iNvPh (C1lS1kA4)(7 :!Si?,UI �i� s. � ��t.?u!�% l��11.�� .1 s7 ��,r{f"1X1 Meetin$ �V1�nutes Pmjpr.t: Vail Pnlice Dept. Aunc��r. ,u�Nko Miil�r D�tte: 3-M2r-94 Ptesent: Crai� Bruntz i�ranic Freycr Jeff Layman Di�k Qur�n �G�ry M�rrain Leo Milgendager JoSe�h Miller c:op�es r o: AP I Ril��t(��@5 )eff Sheppard u Project Na.: 92�+0 Pur�use: Weekly Construction Meetir�g LOCBtIOA: ,�. VIG{$ �'�IC� J, Vi21� inC. Fr,�nk Fr�yCr Va�l P.G. V�i! Fir� t7��t.. V�ii Eiuiidin� Dept. �. Vi�ie inc. Rath + Sheppard Ar�chieec.t� Roth + Sheppard qr�hi�zc-ts The f�lldwing meetin� m�nute n�tes we�e prepared by 1os�ph Jvlill�r af Roth � Sk�eppard Architects. These nates rertect tF�e authc�r's u�derstandi�g of disct�ssi�an5 at the meeting, and shau9d any of tho;;� present have different re�c�lljYctrons, �hey shou!d advise the writer of nece$sary revisions at ihe earliest ppportunity. �,1 � MAR 0% '�4 14_cl k.OTN SHEPPAF.°D ARyHITECTS , ;�y�(�U� �}�y V M!N TES � , DAT�. OF MINUi'€S IiEMS DISCUS$E� 1 T/1 fi/93 1. 1eff L�yman and the T.O.V. tp cacardinate the inte�ior si�n�ge packag� by Mar�h 1, 1 �94. 01104/9� 2. �efF �ay�,��f i� �;�tu„g Jer�-y C�`erien some additivnai UPS info. ieff Layman said th�t tec� Vasguez will F,�ve �h3s info by Mnnday� March 7. Ol i18/94 01 /25/94 01125/94 p2/U1 /9�4 02/01 /94 02/15/94 02/23/94 P. � DATE Tt7 BE �lCTION COMPLETED }L 04/Oi/94 fL i_ )e�f Layman and C'r�ig Brunt� wi;l ccaaardin2�te the cabie Tv issues- ihis )UCB is a pric�rity iir��n. 4. L�a i� woricing o�.r; rh� mnstructinn phasing / mnve-in sc.hedule. He LH wil! ��c�r�inat� this with ihe Buildin� Dept. �. ,efr wilf invest�gat� ma�nezic. hardware at dc�r #2, 1� b. �eo will coorclinate prov+dirtg � tempor�ry clerks c�unter ar Confereri�e lH � :i1. 7, Leo �srill complete his dern�lition of ihe ex�sting east steps by 3/4194. LH �3. 1t has been determined that �val1 outlets can b� �k�c;ed behind the metal )h�4 base bcrard he�zer �over. Leo will punch the ht��es �nd �'ovide �ny blockin� required. Joe will prtYVide a pro�sal reyuesk. g.1oe wilf �ncc�rporate th� own�er r�quest�d cFsang�es at Storag� 179 arxi �M �adEa tqu�pm�nt �i tt� in to a N�c_ leff reys��st�d chat )oe +�vesci�ate rhe possibiiity of ��ppirog or rampir�� dowr, �nto Stc�rage � 79 in lieu of prpviding a rai5et! tloor. �lMre�olvPd Minutcs l�a,�c. 7 of l 0 C�3�07i9� 03It ()!9� r.l �Jo8194 t13/0$i94 ()R%Q1 /94 c�:3�os:�g4 03/G819� U�h��J94 3/7/S►� MRR 07 '94 14�2� R07H SHEPPARU ARCHTTECTi "� — 17�lNS DISCUSSED i. The group asked )ae to confirm that MUA 7 is now on the generator. 2. lt w�s determined at the comrnuni�aCions meetin� tha? al3 eomrrsunir.ations wir;n� sh�ll ha r�m hPlrnn� th� attic- in t'}� plenum. 3. C�dig B� u��tz asked if it was possible for the elevator w�rk to bcgin before Apri!':5, Jeff Laymar► will d�cide. 4. )c�e wil! �r�vide 8� ASi nn the gara�e aCC�ss pedeSt�l curb. S- Joe will sch�dul� Jerry U'Brie�n for a site vi3i; on nexi Tuesclay cx VVednesday tMarch 7 or 8). H� wi�) a±so meet with Leo V�squex and Clin; to discuss g�nerator and UPS issues. 6. Vai! P.D. must dcG+�c who will be providin� xheir tel��hon� sert�ice by no l�ter than March 1?. 7. )eff wili dec;de on the I+�cat��n for the mai! siots. �. )eff decide to add steps and handr�il� at Storage 179 in lieu of a raised floor. )c� wil l pn�vide a PR. �_ jc�e wi I{ decid� on � darke�r gr4ut .r.�lar. �(?. �e#f has decided tn �rovide a s�curity grill at the relief hoc�cs ak>ove E��dcnec 5tor�gc. Crai� BrunTZ is chec��n� to see if it is c:h�a�r to use rebar. 1�.,eff Laym�r� will t�ik to City Manager k�efore west enty waric begin5- 1 Z. Frank Frey�r vvil I�ail public servi�e �"�ut their $2800 feea 13. �od� C_�ja�PnhiPmwr wiil riar.i�l� whPther wQ should u�e a 1.5" �r 2" w�ter tap. Craig vvil! dicuss w�th zodd. ! 4. The north holding wall work will be dc+ne as p�r PR #27. )eff t�yman will td'k t�+ 11'i� luwn ai�ut pi4kin� up rhe ca�t �nf the cxi�ting buildings cleterooration. 15. Fire Chief Dick Duran will be� bac;k with )oe in regard ta the standpipe and lead-acid baterry issu�a. 16. Gary Murrain of the V�i! BuiEding de�t. stated t��at the existen�; west Pntry �tair� �n� ramp r.an ha hrr�ughr u� ta c.c}de by r�visin� the handrai Is. 17. Joe �nd I,eo �+�vil{ Pravide Gary Murrain with testing certific�tions regarding th� 1 huur ex�eriur wall3. 3/.3t�4 Minut+�5 Ya,�e 1 �.� ACTICIN 1►�t INFQ DA7� c}3/os/94 �vA JL U314)�i/94 �M oa/08i�4 INF(� U3/0$/94 JL 03l� 71��1 �L 0:3IOB/�4 )M 03/1 S/94 )M CB o3/U4/94 O�/t�8/94 J�. C�3/�)F3/yA FF 03/08/9� CB 0�/03 /94 JL a3l�J8l94 C�� (l3/0$/94 �M Oi/15/�4 )M,ILH 03/iJBf�� .3/r/v� hIAR �? '?4 1�1�c1 F?QTH SHEPi�ARI7 ARCHITE��TS � � � . .ry7 1TEA�1S DiSCUSSED AGTI�N QA7E 1 R. L� dsccus�ed the constructoon phasing of the ioilets and temporary iNFU NA exitin� from the bu�lding. Dick Duran and G�ry Murrain had no nhjPrtic�n tcy I..et�s �rr�pct�psals_ .s/:s/�4 Minutes Page 3 �/T/'94 FEE�-�5-1'?'�4 �»: t=tr� 1 �� 7 � �1nh1RnE 3: FdE�:�.IELL : L�EIl�.JER �Vlonro e � I�ewel � ��. � i6so i7� sc., sui�e zoo Dern�er� C303) b73�49 2 • �!� ��f � ` r� ✓ �� i THE FOLLOWIIVG WAS NbTEU ;l_1:� F�: '� �-�r�4_t'.' r' . t_l l /,I � . . � . 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SLi tc 35t1 Uenver, t:o3orndo i3U::U2 FAt �i�:)3 023-49'�% 3t3� 623-8804 =l_i' r�;_�^ t_�b�1�' F'.!_ll Date ��' +�%� ��' Project # Pages � � {including transrnittal) r�c�iMr�.� TRAN�n�f�rr.�c c�Tr�� ro __ '�-��v�,�It��- _ — ----- con,�P�r�Y ----.�� ___ _._-------------- — PHOr�c FAX ' � � ..,...�/ •�� SU�.��-r � - ��tC'�__-- -- MESSAGE . �- � ��-__.._. � - - -- —_ —�_��'�.�..�..�� '� ..�.,_.�`�-��'�-.______._— -- ___ �._..._._._..�: 4��'�-�'��- �...�___..__.._..__._..._._._. __�. ____ If t��rtsmittal is ;�ot as indi�at�� I��:�� t�iy se�der .:.��--,.,...s .:.;_..,., � _ � .. .:. .-..... ._- -. .. ._ __.. _..,. - '._ __.. _ . � . . . . ... . y FEE-1"-1994 15:�5 h10f IRGE z< P•IEI,JELL :' DEFII!�r � ( �l ��_�� t,��-' �,�,c�2 P . rr� Vf� ��-- �l._.., I� �.:,- . �'..-� G �- I� - �� % � �z% �� D� i' . �c��f�--� �-�� _ ----.�.-- ,, ��.,�_� � __� � 7NI!-1L1-1'?'�4 1':lc� ,'iIIROE _'. �lEI.,IELL :' L�EPJ�JGF' I�t�IlY�(� � �,�% 1 � �t_ � �ti' � �..�. ts��,�,�:a, l�c. 7u�)Q 17t.►! St .. S�i te 350 lle��:r, Colora�lo t3U202 ,103 ti'�'.:5-49:2'l FAX 3U3 (3'.'3-�802 i=t� r", r,r,it�' F'.':?1 Date _ ) 'l.��''�.�--- ---- Praject # Pages --�---�---- - {including frar�smittal) f=i1 ��- ` �(T iILE TRANSMIT7AL LETTEf� -ro �-� _ connpArvY �1� �',��,�/�__._ �.__. PHONE F� A X �� '" ,,�,�i C�-__!`/.� !� --.—,_._.._._.._ —_ _.______ -------- FROM ��q �_�� ' ._-.�.. _-- ----- SUB,IECT � �--,��'.�" �� , ...__.�. _-_____�___ MESSAGE I i "� '� � _„' �t....� � � � : ✓ .s .w. � __,� ��,._�;M<:_;;__s__ ,p... �.�..,--,,�.r,__,.,_.�.. If transmittal is nat as indicated plea�f. ►��,!iiy :,c�nder _------__ �,_.. . .__._.. -----__._...._.._�.t..�_..�...�.__ _._.....___—_ __��—._..�.___.. -----...�. ---- .__. .. ' _THPJ-�?-1'?g4 �?r=� ; :�c� ,�-�� IROE _, hlEl�.�ELL . I:�E► �i,�Ep �i i� �,� _ F,r,C'�� p . i_�-a ��i�— � M�nrae & Newell J°e_ ��r�..�_.., - EI1gIi1�T3� IIlC. SMEET NO. ._--L----�----""-'". UF — -- CALCVIATEOe`iJ --------- OATE ��— CHECV.EP R'i _ .�.- GAl E -_.- - SCALF - - , ... ... . . . . .. .. .. ..: . .. . .. ... . . . .. �� ;-�� =�" ��- �� ..7 ��C� � ...._ . .. � _ . . ....... _ _ ' _ _ . �:-1:3��-�:: � 4 � L�. . . . . �. - �� q-�- .� _ ...... . . . � ........ � ._.....��9�_ _. .__ ��1�� _ _ _ _ _ ��om _ � r��- _ :�.._. .:. �_� _ _ : : ;► ; . ._ _ _. ..... ,_. _ , _ __ ..... _ _.. _ . . : � . _ � , : : __ _ _ _ . 4�.... �,,o�' �'•�l` �� ,� � �"� ��i�� -� _... . '-G��. �~�- �P-� ' _. _ _. . , ._. ....; _., __. _ , . ._. .. ... . ___ _� � . .. : , , � � � � (o G�'-��' �T�D � : .: _ __ ___ _.. .....o . ...._,..... _. . . . ..._. . __ __ ._ _ .. , : _ _ . _ _ . . �� =� � ....., . . � ._ � �- : �!� w : _ � : __ . _ ___.._ .._ .. � � 1 � (�,� ,�.��--� . �:?�.. Z T�! Z(iZ� !' _ ; r ' ' _ _ _ __ _ w�l ��"�� ____. � �,�� _ , . _ _ ; _ _ . . ,,.; ; .. .. _...... . ., . , � _...._ _� -. �...__..._..�� __ _ _.._. _..�_...._. _.._ .._ ..,.,,.,. - _ � TAPJ-��-19'�-� �Zr�::3�=, �„_�I IF'i iE _. FlEL�:IELL . DEI�I�:!E�' ,i t� E,�� r,i=�ti-' F'. i t�' Monroe & Newe11 J°B—��1 /��,�,��.�+'�� - ��' - �n�neers� IIiC. SHEET NU ----LSC_j� �.'.-- OF , � CALCUTAiFDE'f---.------- ,...— OATE�'_"_LG`�V�� _ CHECM.EP 5v ��------- �a � � _ SCAIE ------�— � .._ _ ._ _.... .._.. . , .._.. . _ .. !� _ _ ,_. ..... . . '. . '..___ . �%� r�. 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' F • —�s ' ' 7 - 14� 7fl' • . �o� Ft �w�C�t�11 E�+e� ,. �L1-LO � �b� �tc - �, ssv�;S -y� Sf. br{ f� - •!� � � �V�Rig� C.o N.,rca..t,o � .�-�^��' �?R�Q�.� � �'Co STfc�t.� �iE+'pw. � � �� V � � _ �.�,, � ' �� ',p��/fl �1�'�{ ��► 5 5'ldEx. &�rw� Vau.-�CS � � .�.�` _ �.» � . 1.35U�3S � �--- � / h�4 ux� of , 4� j `' ,� � .��—,'� .e� S�r�A- e�"` LSSUt�S F...... .Ne` .F �� __ �__.�` ��=t�sll7il��,�' 1iL � �� `� W � f ��% �°1�� ,�.....- � �,,,..,,^"_ �� ..-.—f t ;" I y�• �� ..�. �^ �.1�h r 14'lbr1� � S � vi.. J � 9 , a � � � � i� � A 9 i :° e �. e ` o � J + � � -_� ��-"^ / B l C 6 B�x�''-" ► t ��F�� ! ��r�.. �� --.�....._,.�. � ��f�� + �.+s . N,,,,u�,,, SIM45AN �3�1b N�a��es� /�wl�iw�+C. wlSlo+Fo Sf�r -�f'YrutsL JAPJ-1[_1-1��4 1�� 1� �Q�IY'(� �'. t,� f�ii�h IRQE �. I�IEI; IELL :` L!EP I�, �ER �\�� t_`, �V��. 1�1�� i �v�R�rs, �nc. tucYO 17t.1e St.. S�ite 350 Uen��ar, Colora�lo (30202 .SQ3 i3ti:3-d927 FAX 3U3 f3'ti:1--8802 3i=��' t;� _ r,r,t�� F' . i i 1 Date 1 �� ^ ` _-- Project # Pages _.�� ___ (including transmittaf) f=',1��; `�ri� iltE TRANSM177"AL LETTER -ro �-� _ C�MPANY � �¢?f_`��.�?��-1_L��l ......___ �_ _ ---�- PNONE FAX ''_��i _ FROM �;�� _, SUBJECT ��'I� �G�G�. Ll�� __ T'� • MESSAGE � � % �� '��' � � ✓ °r r if tr�nsmittal is not as indic�ted ple�s� r��!iiy :�c;��d�r ROTH .. SHEPPARD � A R C H I T E C T 5 1 6 2 3 B L A K E S T. S U I T E 3 5 0 D E N V E R, C O L O R A D O 8 0 2 0 2 303.534.7007 303.534.7722(FAX) ❑ Facsimile To: ��,� �� Lf , \� ' ��i From: � � ./ rQ �� ,, ❑ � REC"D J AN 4 1994 ❑ Meeting note Date: � � I� � Projecr. �� Project number: �'�� Subject: �------ Number of pages: -�� Copies to: � � �� c�� -( l� �C-'� �'6cJ�'� �C'�N"� �{-{��(� '�I � ��- fi�t`�-� � ��l��T'c�. �— 'j"'�� A"T' ��c/`�h-��{ � . ��-.So ct�lC-C.�C.1'�I'� �'� -I-��"I" It��.-�'cd1� I't�.'(=D �� X-�� c�c.� 1��-�cf��-�� '�� - �c=�� $�i�c�.-�x�l �t�I� ,�� ( �-� , o� � � i 51 � GL�� II�T, II� F4' 7 ' t� __ r ! � _ �: �7 �� X� � �ow --t Q � �.�'��` �� ;; � �_� .1 IJII � �, 1 � lN � ') j'"'��"��_= �:'�v�T/Z. 0 X v Ip� _ � � 2 '. r �. � �� '' ii i ' I ' ' i I 1� I I 1! 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'r t it', -_ '' ' .!n3 °+ �;I�ATIOEd r .. - >�.: l cl ,.. i`G; , �TlON Oi� t'� S -l�.� I . . , r ,,i r , . ,�4 �'i: ._. °:� ; . A.riiv;: Y�•�tii'i,;l,,....._,.. .. Vil:�i:�. !l� e d t e.,.. �; .. ..- t i 1�. ...: s � , , • f; ^ -E _ I . � __� _ y _ .__ __ �'�` __. __. _ �...__.. � � �� - - �o - ;o � � �� } �?'L1 � �1�� i� � � c� �/'� ��, �''tfi'�. �TU G� �� 3�� t �1�.1� ��-�t,�-,�" p I !� _ �.1�� b�� ! � r�1%' \ , � !_�- b�� 2�� , �� i� � C� � ��C; `f� �� . � � i��i �'�� - : , ► ��ll � E 1l� � Z,, �'�u . , _. � �, .,..�.�a :� . _..��.0 i f.';:`:'....:f,i._ .�..a.,:t,':i7 j�.aj .,.,....... .. _�, i':.1:...... ,�� r � �'Y � , ,,. �. � .. _ . �� . ,. . , r t:iTt�� thE r.. �fGra � n � ` ; '.s�E "� ' i tIC- i r^Fs `; . i'� :, ,,S_ Ai'! ;�G''iION � ii�d , i _ . i � _ . . , t . rL(`��S `'%ECI- r �,. . . G ' �� f � � . �. � ! ;�:iE� �i ;�tiHl�H ' ... n . ,)3 �;i'_ C'�TIOPd t - � � ! .. . Ii�iN C� ' � . � .'�L �� .... � ,..� .� It t. �.-ACTG�sY Y v�i�ri; ?! , �.�. � ~ R�i �y .�� ';. ,' , {{{'. , , .. .�+, ��. � i ✓ �a �i .. � L.. iJ f ( I�A�'..__ � _ _ _ -.-.—,.. ,.... . $ 3� 127634 LUNSFORD BR 12�27�95 16�59 P.04 LUN��ORa �RQTHEF�S IUI��HANICAL I�VC. PLUMBINO, HEATINO end SNE�T METAL E481 COMMERCE BQULEVAFiD - aRAND JUNCTION, COLOFiADO 81b06 -{3o3y 24z-b780 Decemb�r �7, 1993 �raig Bru�tz Viele ��nnstructi�n l Oc:Ut� 5 Fr• c�nt �ge kd, �u i te 2C�2 Vaili CD 81b�7 Re» v�il .?ail G�h�r�tar er.haust C-raig: Fer y�ur request we t�t�k temperaturs� readings on the t�Kh�ust pi.{�e af the existing generat�r. The fallawinc� are aur findinga. �utside temperature--12 degrees T�mp�r��re at discharge befare the muf#ler was 3�c7 degr��s. At the secand fl��r lev�I the pipe was 18; degrees. A strap—�n t�rnp�r�ture prube was used tc, read ternperature. Attached f�:,r the engi�eer's use in determining �h� fa��,ibi.l ity af the pipe rauting thr-uugh th� fin a� propa�ed i� � spe�ifi�_ation sheet far "PAL��Q" in�ul�tian. Graig, I d�+n't thinlc �here is �ny pr�blem with caur propc�sed rQUting a�t the pipe. I tr�ist this informatian will b� helpful. Sirt�erE+IYr � �h i i Her r er a Vice F'resid�n� i. .',.�. �_ �..tl:J pH: C�.� 1 ,.... ,.... ....... ,J R�'.; � �nESU�3�lRti L.i : .� �� , -.--.. +�:� : ';:':C'- �'1'.7H TFIE GESl6N �.:' .�,�� , : . .. . � . „dCE t'JITh! THE 1'4FJRttir!�,'� ' ._ _ ,._ , :.. _... .iS. A"3Y ,`.CTl�N vH�i^.'P! I'� ; C„ ;:`. � _. .. � Tr= "rLkN$ ; �dw �PEI:i- Fi� _.�G � ,.,_'?v� 15 �. .. „.�;!.' -. Di�f�tPuSIU��:S NJHICN „ . �, t�, . ., , . . ��C �I�� „ICATIO�J �i .. ..C:U i .., __ � .., Fi; " �.. ,'D i G , ... ._..�.i i .. . . � � � t' , _:. .,i'PiTION OF I�i:J I� L ::1V, .... . .��LL �17'..�, �,. ...._J il�iYU It... Jf :f-i1�CTO'IY P�i;FO�i�r1,'{i:.,_ .,. ... ''i'`R�. fl�./ 1 Il LT� i -..:k.' -�. F"i ('Y �J S�'� �� C: V fi ��.i �+ �,�r, ..•- ciV . _.. a 30 27634 LUHSFORD BR 12i27�93 16�38 P.03 i PAB�� EAT IN��...�LATIC�N .MA�11�.�A�L Thermal Insulatio� M�nufacturere Aseoclelion Re�ommendad Ineuledon Thiclmessae far Calalum Silictilo insulat(on Nominal (incha9) 112 1 1 1!2 2 3" 6 8 tq 12 Thickness Heat Lass Surt, Temp: 7hlchnes� Heat Lp9s 5uri Temp. Tttickness Hoat Loss Surt. Tomp. ihicknqs� Heat Lasa �1'ticknc�ss ns Heat �oss Su►1 Tc�m� i7iickru�Bs Maat Loss Surf, TsmR 7hlcknae8 Heat L09g St�rf. Temp. Thir.knass Hest LosB Surf. T�mp. m►�� He�1t i.�ss Sur(, Tam�z Thickness Heat L.ass Surf_ Tern� 150° 1 13 76 1 16 7B 1 1/2 1J 73 1 1/2 19 21 73 2 25 7'0 2 33 2112 2 i�2 41 2 f�rocess Tamperature {°� l 1 1/2 24 78 2 2B 76 2 1/2 �9 �5 21l2 32 3 sr 75 3 a3 76 31/2 51 7a 31/2 8 � 86 75 4 75 !43 2 34 �0 2 i� 38 7fl 3 42 78 3 47 31/2 54 78 a 58 n 4 l6 79 4 ('9 4 10ti � 4 121 81 450° 660° B&Q° 760' A5fJ° 950° 1050° 21/2 3 3f/2 4 4 4 4 42 53 63 75 90 108 128 81 82 $a 84 87 91 �4 3 31/2 4 4 4 4 4 �!9 80 72 88 109 13Q 154 80 82 83 88 90 84 9B 3112 4 4 4 4 5 5 ti� 68 86 108 12� 1:39 184 80 81 85 88 92 �1 !34 311� d 41/2 5 51/2 8 s 8i 76 90 108 123 142 tg7 82 84 85 87 Bi3 S 1 a 41/2 5 5112 . 8. Q 6 71 87 106 1?.3 1q3 171 � 80 82 84 8� 87 �? 9� 4 411x � 5i12 � �1fd 7 82 101 � 121 1�12 164 18i 21� Ell $3 8,�i 87 89 80 Q2 A 41/2 f �1/2 B 7 8 105 128 1ti3 178 205 224 246 � 85 8t 89 9� 91 91 a1/2 5 5 6 � 7 8 8112 »> i4� ie� aoo x�a zaa a7r � 8� 8� 89 � �JU 92 4 5 51/'� 6 7112 81/2 9 148 168 200 233 2�{3 269 3oe H5 88 88 9Q 89 89 91 � s syn 7� s a�rz afr� I70 191 266 236 2Q2 300 330 � 88 89 B$ 88 9Q 91 ,� i ��iL � Tj-{1Ck PI��A UJI�c. BE �L4�0 ,QR,ovr� 3 �� !!O. �Jf�EEL �IAVST 1 pOt A� . IO'd �00'�N 6S�II £6�zZ �3Q TV96-8S8-�O�:QI 1Nki�d O�Oa-��Sdd ........................................................................................................... .. ..................... ... . ............................................................. �� $ 39- 27634 LUNSFORD BR hi.''' .3�' . !� ..fi-q."1�ii5:w�GSltti 2i<^7�?3 16:57 P.02 onso:� �- � �A��a ��.�r ��.A�rlo� .��.��.� E'roduct Inforrnati�n Pabcp Super Caltemp F'ipe And BiocK insulation $uper Ca�emp i8 a hydrou� culclum oilicato insul�uon campoundod p�i- marty Irqm tiic�torrwcoove oarth, Ilmc, 9odium flilict�to, it�1d roinforcing tlbe�a- Supor CQltomp C4nt�ina NU asboacoa+�nd rrwota domanding UyHA 3tandard$. C�lcium silit-ate du3t io cl�aif ind sas a"nuis�zr�ce dusl° by ACGIH. Super C,��ltemp �s °prPCislnn molded" t�y a p�wen Pabco patant�d proc=es.g t�aty�elds axact ckrctar►fer�n�.� And �solute dimenslans I� plp�.cn�r �c:tians, radius and flat hlcxk inaula- tions. Our urtique manuf�cturing prn- ccra� reper�ls �cr�ct dupli�ates time attc:r tlmo nnd aur pipe-covering design permits neating a( tx►m slzs rnn�r ar Utiside another ta provide wrall tt�iGvigsses to meAt alf practir.al requlrement� Tinm-Pi�c,r� �c:t{cm.5 are avaNal�19 in slzes to t9" tl'g. tA�ad ser,tinns (n thlcknesse� af t'r'�, and 3" crNer fhe �0•37" IF�S f8np0. Slzes t� 5�" dlameter are covered bY BI� l) ant! Mol�ed Radiva Bldt�, Cunred Radlus F91aCk to 7a", whil� larflar dlametern ere handled w(th scor�d tlAt black. Qreatsr IhiCk- nesA� are avallaple {n li3mfnated conatruc:tiqn. S�aper Caltemp block ktsulatlon is made by tho eamo procieion- malditlp procoas bs pipe cover in 3' la�g sCCtidne, 6,12, & 18" wid� artd 1-1I2, 2, 2-1/2, 8 3" I�ltC;i(, Av�ilabla in plain, tlat, or scored � bev�lad s6ctions. 1t iy usud tor h��t conservation, per- srmnol protoc[ion, and procoes con • tro! in mcjat hf{�h tomporaturo �a�plio�iions Dy tho procoss induQ• tric�, nnd cnn bo ucod indfvid�ially ar a� ar� utnrr or autor laycr ta lorm cornk�ina�ton insulntiona, P�#�co Supor Caltamp ia cc�llcd br extensivofy in pstr�hemica3 pinnts, refineries, fossil-fueled and nucla�r- pc�uu��ed 4�neradnp plants, pa� mlll� anc! nth�tr nmc:era�ln� f�ctcul�R. 1ndi�Rtrir�,s raqui�inc� pncAr.t cAntml �i temper,3rures from �mblent to 1200� specify f�bc� $uper �altemp � well. St�p�� C�ItAmp plpg 1n�ul.�tlon fs idesf far th� insulad�n ot �ugt�nitia stalnless �t�eL An lnhihlted pmduct, Super Ca�emp does not cont�ibute ta atr�sst cntm.9ion crac:klr�. Pab�.c� Super Caltamp has the �allchnr- ir►q phyaic,al prci�Artia.g:� [7enslty, paunds per cubiC iopt: 14 I-Iexur�18tf8n�tll, psl; fi5 Compresslvo strenqth, psi at 5� dabrmstion: 140 Qim�nsionai �t��ilily, porcant linoar shrinkqy� �t�ivr haat saaking at 1200`F tor 24 hours; 1 A Thermal C�,nductivlty: � 'C: Btv.INhr.lty.'R wJm.K na a�s n,as h.�a �ua �ay uAti otxtr �Ipp 2W O.LO Q072 taoi0�o a° a' o.a�o aa� �c�o :�� i;nr n.oan ' IIwuTKrt� u�W�u�urtyl��yUtW Y1K7um 1UjJttl� unt ty�i��uu�tqe ve��+�i d�tftiwd In �coAh qnntq w+tn ax�lpiod tprA a+qIMUO 6ubpct l0 nwmul nw��ulucturin� und o�cpatimuutal tnlnrnncm�. Pabco Super Calt�mp-15pQ sioc�c Super CaQemp- tfit)C) t�ftx:k is a hydmuB ca�C��m siiir,�ts In��lat'tcm m3do from time, �Ilfca, inAr{��nlr, iil!- �rs and relnlorGn� tiber�. N�ther Ihan ih0 u►�t,u�1 tobetrnofife torrn taund in rnoat cm�cWm atlfcate prod- uCiO, suporCaltamp�tS00lacom posad of high-tnrnpor�turo Xon�tlito cryst�►Is which leaci to auparior phya- faal s�nd tharmal �ropertle�. In con- trast tr3 the t�.��Af 12t�(7^F iimltafl�n, �l��Hf t:A�ip171�-1�Oi7 CAR hA 11f3ACI 85 4�lflh as ti5A0" wiu: ilttle cu no deterio- radan of physiGal and iharmai prop- etties. As wrth reflufar Super CaltAmp, Supar Caltemp-16a0 can- tainA n� ashestas and meets demanding OSHA standards. Su�er Catternp-1bd0 black is us�d axtanslvely in m�st lndusiria! �rx! c�mmerclai inaulaiinn applicatiana raqi�lrinp tem��rah�� cnntml up td 1500�-: Nerfa�mance In I�e usual Gal- oiuln B�IICate r8nqe t01?.OQ°� 18 hr11y outsWrldlnp laacauso at its Irnv ther• , mai conductl�ty and alma»t tat�� pbsanc:o c�f doto�iaration o� pltyaic�l f}rc�aorGOe dua to earvicA oxpoeure- tCs lau chlor(do �ntent alJawo it to bo usvd tor tha ineulatlon at �u9- tOnilic: 9t�int0i� otool wilhout fe�r Oi extemal stress corroslon cractcinp. Flat blockstandard slzoa 6" 1�," (8,• �cid 21' wicfe t�y 38" lpr� in 1,' i-tl�" 2" 2-i/2;� and 3" thiakn�s�. G�a�l�r thicknesses evallable in I�arnlntttcu! constructior�. l.srger sizes tct 4'x 8' sz��' _'=,.r,.�,:�;a�.�—�,�:�.�`.�iCbRw:�.;.:� 1�� '''�.i1°k . . -. _ � ...r.... ....n.': rtTr::: qr.:,.. - ..- � . � � P�1 � C C) H� AT X��..I �.AT i C� N�Vl AI� �.I.A �. maximum nvailable nn special order. Scored �nd bovolad t�fook standard sizes 12, �8. and 24" wlde by 36" Iong in 1.•112, 2, 2-f/2. $nd 3" mick- ness tor �ylindric�l RurfAC:$$ 23' damnter ar�d up. peve�ed edges tor porf�wt fit. l�rfler sizes �valtablcs on s�wcinl order. PQbCO SUPBr CAIt6n1p-1500 h�ts the k�llc�wing physlcal properties:' i�ensity, pcf: 11 Flexure! St�ngth, psi: tOQ Comprossive Sl►engih f� 596 deta�mation, psl: 150 d�rnenaional stabi}iry, parcent flna� shriitkaga atter 24 hr. hoat �c�tk at 1 �i70°F,�: 0.9 Thermaf Canductivity: 'F "C litu,ir�luft'.'F whn.K zoo a3 aaa o:o� �100 9Q4 0 47 0 Ct1tl 60U 3t6 O.fit 11 t7RN oao �z� osi o �� 1WU h;� 1.10 0.16A •Tn.m�o-PhyAic:N nroPe��y I�juiw �I+aw.� �t11� RMet ty�x11 tri�aq�. vtNuuu uunwd in rcCCrcl�nw:e w�m accoptoc! wst rn+ntxui� run�'+�c� to normp� rrau�utaccuNnQ �nd ncpe►4nRnteN tWOrancoa. Paboo 3uper C�Itemp Elbwv Insulatlon Tho ��w Pabco Super C�tternp elt�aw is � hydroua caloium �ilic:�te macla in preCis'►orrc8et �cti4ns with twn halvee �itt�nq snug{y tagether to produce $ tiqht, ga�-tree tit pver80" pipe tittin�s. They are tha only pre- formed calcium ai{icate eft�ows made in tho UnitocS Stntes t�day. Suitabie tor uea ta 12p0°F, sav�as time, �Ilminatfn� tirne-cnrfauming marn�al f�bric;aGon, whilg improving insu�atian efticiancy And a�psar- Ance on tho jab. A�ack•ribar-c,odad asbaatos-fnee, this ��rocluct is inhik�ited ta �S8ur8 that It will not contribute to external•at�oss- Av�il�le in prefaRned two•pieCe sacti�n�ls in stxndard thickne&ses up to 10N:3; above tU" ln mitred con- stn.+ction. G�ater thicknesses t�v�il- able in laminated conalructian. Pabco Pabcote Cement Pabcate G�ment Es �r1 �istwytos-tree, ons-co�t, hydraulic•sottirip cement. This minerai vuooi irtsulfllin� carnent !s axcallent Ov�� Ct�ICium BiliCafc�, fiberglass Rnd mine�al wool insul�t- tion product�. Pabcote otiords c�xc:dl- lent cav�jrafle, Smoath3 woll �nd is Q�e �nsw�er tn in�u�atin� smaii (itting� �nd irr��ular �,rtaces. M�et3 it�o reyulr�m�nts o1 ASiM C�149. Pabc� Y27 Fl�ishinQ C�ment 127 Finishin� Cemsnt is a tin�r ('ttb- cote aement tltal givo� a su�rivr smOpth tinish COat OV�T� f'abc:OtO cemant. Can also bo usod alone over Supe� Caltomp or othdr insuta- ticx�. M��ts the requiromonts af AS7M C449. Pabco Hlgh Temperature Cement High Tem�eratur9 Com�rtt is � k�Iend of mineral fibers, inartianic lillors, anci a heat resistar�� bindor, desi9ned tor Uso to i$00°F. It mixes lump troo and m�ty be �ppNed by hand pr trowoi aver oth�r In�t�lating matorials. Meets the requir�ments ot ASTM C1�ii. Pabco 8uper CalsUk High Tomp�r�ture Gfue lydbco SUpc:r CAlst(k Is a moditted, silio�lo-b��ci �dheslve r,cxttaininq inorganic filter�, glass flh�r reinforce• mont, dnd polyme�c modliiers. It sots quickiy co �mvlde a high-tem� per�turs bancl fnr parous insulating rnaterlals. A.sbestos iR not usad in the lotmul�tion. Ueaful for bonding svctions of 5upet Caltemp ta make mitrod ol�awy, thick secfiorrs or athar 6pOCia1 shapes. F�N�co SUt�aflt Metal Praduate Pftbco offsrs the onfy kine of inetal prcxiucts rnad� expr�ssly ior use as companion products with calC(Um silicate insulatior�. The resutt is � pre- cise tit that produc:es �uparior pro- t�c;ti�r� �nd nsat app�arance in overy �s�tpfication. Pabco� 5ure1il pro�ucl� includa:. Surefit aluminum o►t�ow�; SuroF�t �lu- minum jacketitlp in a r�r►ga of thick- nesses from .006 t� O.t�O" with vapor barriors and �o�tings i�r all critical applioatio�s in smoatfit, �orru- �latod, and sturc.a smtx�ss� tini�«�; Surefit gare elbaws In alumi- num and at�in{ess stsel; stalnles8 j�ck�+tiny; aluminum Cqrrugated shaats; �nd speci�lty f ittin�s suc� as tee covoro, fl�ng� co+rers, and end CapO. Mett�l produCts car► be tailor�d to yr�ur oxACt naeds and nll standard iten�s flrc� �tocked for immaciiate shipmant. Standard iterrts Can b9 shipped to your war�house or Job sita along with Super �altemp pipv cmrering or i�lock insttlaGon. Uvor- ni�h1 clelivery is aesurod for m�st qrders trom our itlodorn aurotit rnot�al plant in lexas. Pabco 3ystoms Pab�o $peedat�aps is a combinaGon r� a ss� �on�th o1 Pabca Supar Caltomp pipfl Covering bonded to a 38" lanpth of PAt�o Surefi! aluminum jackot. Tho rosuU is a prs-jacketed insulation eoction wiih a�uilt-in 2" toIQSCOping end joinl ihat can b� ' 1 � ` _ � _ 12-14-�J3 10:27A� FRO�d �KK EN�T�tEERING TO 17004�63423/48 P001/003 , . T ,I �1 Mc�ALL-KONItEi. & FQMSALL C�NSUL77NG ENGiNEERS, 1NC. 2160 South Clermont Street, Denver, CO 84222 (Phone� (303}753-1260 (Fax) (�03)753-1312 FACSnvm� �rrs�r�, co�R sxE�r DATE: FAX NUMBER: TO; COMPANY: �aM: RE: OUR. JOB NO.: �} 7 b � 4- Z � j'ULr M LL,� t�-rL -- iQ ��ria 3 t� � pP� d -- �� }�'L1 L M GS w�-«, pt�u� a�-�ar 2� ,4 NUMBER OF PAGES (INCLUDING COVER PAGE) REMARKS: ,To � � � Ro �-'► bv� r+�� 1�oLr c� u 2 p�E ra� 0a�- f 3, J°� �-3 r, �.� r�� TN c� �p x �Y Dcc c.r �o2lt�Ov2 r7D �s �a Q� sp+�r� �p' �+nr0 YL�c� uP 1r.r Jarsr SA�}GLr'• TK�s �u�r skvuc.o r3� SP�� 1�r� �e. • 2 � x. !,$ U c.� c. rs PL.C.aSk: GA4 �— I P Yvc.l l-rbv<< +IcN7 (,Zi.laGSTlc�+F6. Lfl 1-lOe_M�"'3 If you did not receiv� all p�ges, please notify Lani at 303/753-1260, e�. 287. ��> �. �.._ .._..>...3. ..� . . . �� - � . � . _ _ .._ . . �,.,,y_.�.; C�EC-14-1'±'�� 1�=t: ic P101IF'OE '_': PIEI:�IELL ,' UEti�.!EF' I�ox�.aro e 8c Ne��ve 11 F��gi�ers, Inc. To �.�-o ltSt3Q t7th St. ,��i ic 35l) lknver, Col�r,ulo NO2O2 303 (1:;:� - 4 D;.'7 FA.Y 303� 8�3-8t�02 �i=t� r, "^ r,r,� i�� F' . t� 1 �ate I�-_l4— �� _...� , Pro,ject # _ Pages __I_ (inciuding trar�smittal} FACSIMILE TRANSMl7TAl. t��'7TER C� M PA N Y._._.L��"�- s;;_�'C� PHONE FAX �� Z' ---- FROM -��%��7!�' _ ' — -,-�- SUBJEGT 1 M E S S A G E � `7 �, .��- _ . .--��.� ~�' �� D �-- �.....�.... �.��-=� --�f �c� -- - ------- – !f transmittal is not as indic�ted please no#ify sender _ _ _ . . . . __,._...-�. ,�.,��_ _. _,.._.� •- �_ ... . _._ _ . — ` I�E�_-14-1yg.� �?�=�:14 �Ionrn� �� • s� ��liif IF'CiE ,_:< FlEI,JEL� :` DEPI�:!ER � l �� v�ell ;.��f�,lf.!tCI'9, lnc. taBO i�:.a1 sc. , su� t� se�o Dersver, Cc�laredo 110?0� iO3 t323 �it�2'7 F�.X �:iUJ t323-e402 = t-�� ,�'' E�t��=r� F' . t=� 1 .� . Date _�j� Projeci # Pages �_ � _ � (including tratismittal) F'ACSlMlL� 7`RANSNIITT�IL L�TT�R CO M PA N V ��t ��- C=�.-.�"� --- --�-----�-- . PHONE �Ax I- ��t�� FROM —�.��..�.�....�.� _ � .�__...----- SUBJ�CT ,� �5�� . '��IC'�— r � ___ MESSAGE ii!i�,'�-y.��Ir�_... ��'�',�1_f�c�.. 1��"%�IG'�%1�:�� if tran5mittal is not as indicated please notify sender � �.._..�_...._- ,--•. _ _ _ . ._ _ _ _ � ._y___- ,.,.......,.�._ _ . _,�v.-.,_-�.._ - t .. -` � ,,.�w,,,.... . � L?Ei�-1�-1'�'�±^ �t�=;:1`_' f'1C�PIR��E ?< IIEI.,.IELL ,; r,EF.1�.:1ER ��=t, r_=�� 6E�1=t2 F'.i=r� � Monroe 8z Newex� ��,F—�� ..� _-�1.,._./�::;� "�--� r' Engfnee7 S. Inc. snE� r�o �---------- oF -- - � ., q i;ALCIfLATEO EY _�. _ DATE �.,.i � ~ � � � / � - t'NECKEO BY DqTE SCALE .. ' ' ; � .. i� � _�_ �� `3��.. �.��i� _ ��'�' r�� p"1 _ ._ _ _ _..,_ , _ .,,v��17c�7L; �� 1 �-� �.4 �x � � , � . _ _ __ � �, � '� , � .,. Q�f�� .. . . . , ' l`-/ .. ; , : . : _ .. . 1 �'��-Cl�`�7�- z� �Z��:�-- . W� �� I �", ��,... . , ,. . _...... .. , ; ; . .: ?r�� y � �► �. : T7 !. .. ��.��1'� _� f ! _ .. � �:.. . .. �.""�' ' ' _ _. ' �t1 � �f� �t/1�'� :. '�� L,,�.� �!� ' .... .... __ _. . ' : : C�) � l � �x . ;. . . .. .. . .. . : _ _ ,� -�-- : � ��.� ' ��). -. a � � ' � � . _ : .... �j ��.�� r �r � �-�� 9�� r� � 11 �= � �l� �, _ . ._�.... ..:.. _ _ . . _ ..._ . . . ... ... . . ._. . : . � _ �_ . . . _ �., � Princioals William R. Kimball John E. Parks Norman G. Almquist Robert E. Sidwell Stuart D. Monical John Jansons Neville F. Gaines Tim L. Moormeier Senior Consultants James H. Konkel James D. McFall Cyril DiMercurio Senior Associate Mark C. Scott . / , McFall - Konkel & Kimball Consulting Engineers, Inc. 2160 South Clermont St. Denver, Colorado 80222-5007 303-753-1260 FAX# 303-753-1312 December 10, 1993 Mr. Gary Murrain Chief Building Official Department of Community Development 75 South Frontage Road Vail, CO 81657 RE: Vail Police Departme t�`. i Our Job No.: 7274 � Dear Gary: � Associates Scott A. Lohr Jean M. Petkovsek Sharon A. Rodd Katlileen M. Stratton Douglas A. Wissner Wyoming Office 500 E. 18th Street Cheyenne, Wyoming 82001-4618 307-634-?647 FAX# 307-638-6094 We have been discussing the fire damper situation for the above referenced project and we are looking for help in determining where fire damper locations need to be with the buildings roof/ceiling/attic construction. We have enclosed the attached sketches for your review. The following discussion lists our concerns and thoughts on fire damper locations. We believe that the roof/attic/ceiling construction is similar to that of a corridor wall through which a fire damper is not required on duct constructed of a minimum of 26 gauge. The ductwork is designed with no openings into the wood constructed attic. In some cases, the supply ductwork is designed to penetrate straight through the roof/attic/ceiling assembly. In other cases, the supply ductwork is routed down through the roof and through the attic until a suitable location for penetrating through the rated ceiling is reached. The attached sketches show both of these conditions. Since the ductwork is a minimum of 26 gauge and there are no opennings to the attic, per the 1991 UBC Section 4306.J.5, fi re dampers are not requi red. - F��- 4�- -� • j �• s-'�� ; t;: < . , . � = -- ,� The other fire damper items needing interpretation are the relief hood and exhaust duct penetrations through the roof/attic/ceiling assembly. Adding fire dampers to exhaust and relief ductwork may limit the flow of smoke and heat out of the building. Limiting the heat and smoke flow from the building may keep smoke in the building and discourage fire fighting. ,�.��` � � Mr. Gary Murrain December 10, 1993 Vail Police Department Our Job No.: 7274 Page 2 r. ❑❑� McFall - Konkel & Kimball Consulting Engineers, Inc. Please respond to the above items to help us determine the proper locations for fire dampers. Your responses will help ensure that the Police Department Building is safe, serves their needs and is cost effective in fire protection. Please call if �ou have auestions. Uery truly yours, � Ed Holmes EFH/sjm cc: Joe Miller P IpIJ-2?-1 �93 1 ��' � �� f�tr_�r IF�nE � hlEl�.IELL ' L?E�•I!:!ER 8c �I�we�. �rcyeers, lr�. 16130 17 ttt S t: ., Sti i te 350 llesiver. Colorndo 1lli2t)� (.it);1 ci?:i 4t��7 FAX (:SU33 tl4 3-t3G02 .: . _ . _ .. __ _�._,.._..,,,�. =i t� r,� _ r,r�t=��' F'. E�1 DaEe � Z �° 5 Prpject # Pages ---� . — ----� (includiray transt�iittal) FACSIMILE TRANSMITTAL LETT'ER To ��- y91� G(�MPANY _�_�fJ "�`1L�'� ��'�• ___...�...� �HONE _ _------ . FAX �.�-7��--�---. _.... F RU M �- �--� c��-1 _� - - �- SU BJ ECT V _ �— �-1C=�-- � � ,��`'?�' • .L�%63{� ��'�—.� .�f" � � MESSAG� � _,��-- L�� Q� �� `r�,� _ ��. 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PHONE FAX � � �0�� .., FRQM -' - SUBJECT __��71�-�' �'�-�-'�. ��_� —_- MESSAGE ��`i�-ti/��^� .�' 1.�� 5�'�� — � ,�...,�.��- � ��..� .�h. - ..��:�:,�..,�._��,3y�,��:.>�,.�.. _.__ :.. lf tr�rismittal is not as indicated please noiify sender _..... _....- , .� � n �� ' ��M ., r; , _.s� _. . � � ,.�y.._.._._. > _--.___ .. _- � _ � �,�.r - --._ -- _ , -..,. ,..;��,�.... — -. _.. � � I•10�.�-19-199? 1': ��? f�tOPIF'i7E � PIEI.�IELL :` DE��I�.:!ER ^��' r��3 66�r? F.l�� .,�6 �_��1� .�� Monroe & Newell gMEFfAICi.__ _ ��F^ YS . E11�1116eiS. 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Pcr,.ica ��ra�r, � Past-ti~brand fax tr�rtamitcat mtmc �+6J't �otp,yss, TH� Ri G+u c��na►t r2,r c.�c-r Srrou�c �i t E-+C�. l3 t P J P� u P T�¢o u 4�+ %"�l t,�.�.'YL r.� ., �-..rC ,Eoo�- p/j r� avE 7Ei� mETF.,,�- ° �6 1JT'L ,+S�r� S�tc+rr�� • `tb t►� G P.��st" 7'�+� D��TI�+►t�.' . w. +�"'�''� 11 C�.� R�7L�t��N rt�E' ,�'4 �L� r�� 2�'L1a� A,..O T�� /r�7'��LC (,Ou�EIG x��+' Ca-3'�t3 'rHL Pws'T�."J2 GpuLO Q� r•.car�J�—:-• � DiiC► 3"lo II�?f l�/�9 _ �_._.._.. - ---- � - �-,.,�--.�,,..1.. ._ '�..._�'a_ - _ - - _ _ "_- a�.��.. .... �llt n��4u�411. I;1 :I;UII'I/II _ NIIII//^III'J r „S;ULt'M �"1tU�:1 :�1"�.:� �1Vlr1lV,:",i(1:Vtr 1',l L�OUIGU rUU�,!uUG � �j . � 0 7 ' 4„ ST UP. . U JOB NO.: 7274 DRAWN BY: ��I-/ SCAl..E: 1/0 "_ I'-o' DATE: �c�- I$_q3 �� Mc FALL—KONK E L FZL�/rSLp c�,, � & KlMBALL.__ r--,�:r��. ,_��a>,,,., r� � _, � TO: Lt. Jeff Layman, Vail Police Department FROM: Susan Scanlan, Environmental Health Offiic DATE: October 7, 1993 ' SUBJECT: Police Facility Parking Garage Drain � As per the discussion earlier this week, I have spoken with Fred Haslee of the Upper Eagle Valley Water & Sanitation District concerning the drain from the garage area of the new police facility. Fred told me that written permission must be obtained from the District to connect the garage drain to the sanitary sewer. The materials draining from the structure must pass through a grease/oil sand trap or separator, the design of which must be engineered based on peak flow and approved by the district as well. If you have any questions, please do not hesitate to call me at extension 2333. Written application for connection to the sanitary sewer needs to be made to: Mr. Fred Haslee Upper Eagle Valley Water & Sanitation District 846 Forest Road Vail, Colorado 81657 (303) 476-7480 � — = CERTIFIED INSULATORS, INC. 2855 W. OXFORD AVE. UNIT #1 ENGLEWOOD, CO 80110 (303) 783-0803 FAX (303) 783-0251 March 15, 1993 Uail Police Department P.O. Box 567 Vail, Colorado 81657 RE: Asbestos Abatement TO WHOM IT MAY CONCERN: REC'D t�,�.; � � �;��3 nri ALL GULF coMPnrar PROFESSIONAL ASBESTOS ABATEMENT NATIONWIDE This letter is to notify you of asbestos abatement to be performed in your area by Certified Insulators, Inc. Location: Sonnenalp Properties, Inc. The Bavaria House 20 Vail Road Vail, Colorado Work to Commence: Completion Date: Hours of Operation: Sincerely, CER IFIED INSULATORS, INC. Karen Biltof cc: File March 29, 1993 April 24, 1993 7:00 AM - 6:00 PM, Monday through Saturday � � �, �. �� TOWN OF VAIL �% 42 West Meadow Drive Vail Fire Department Vail, Colorado 81657 303-479-2250 February 24, 1993 Kevin Murray Frontier Fire Protection, Inc. 2617 West Holden Place Denver, Colorado 80204 Re: Plan Review of Vail Police Dept. Dear Kevin: We have reviewed the plans submitted for the Vail Police Department remodel. We have identified the following issues in need of revision. The plans are approved with the following conditions: l. Relocate the wet system test and drain assembly to the east wall at the 1/A.5 line so the water from the inspector�s test will flow into the garage. Provide detail and dimensions. 2. Locate the flashing light and horn for the flow indicator directly above the FDC. 3. Remove the 1" x 1/2" restricting union from the dry system test assembly and install an open sprinkler orifice in the end of the 45 degree elbow. 4. Specify by name and U.L. rating, the fire caulking to be used for penetrations. 5. The FHV in the stairway must be a 2 1/2 inch valve with an 1 1/2 inch reducer and cap, all NST. General note #1 indicates the valve is only a 1 1/2". 6. Please detail the trim package or submit a manufacturer's cut sheet for the dry valve trim package. 0 ,r( � . ► � Vail Police Department Page 2 � 7. All work is required to be in compliance with NFPA 13, 1991 edition. Please contact us if you need any additional information. Thank You. Sincerely, , �� ^ : .--. _. �__._� �� Michael McGee Fire Marshal cc: Chief Duran Jeff Atencio, Fire Inspector Gary Murrain, Chief Building Official 0 � . � A ARCHITECT'S '`` SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: \�� L �Q�.,, � (�L ��^ . (name, address) �� , , _ � � ?.�{�C�Q OWNER: ��(�, p� �� TO: �, �1�,� ��I�."t'Cc�, (Contractor) CONTRACT FOR: G��2{JGrlp(� CONTRACT DATED: ►.�: �i • � �u�sll'� Owner Architect Consultant Contractor �� Field (�� Other ARCHITECT"S SUPPLE E�AL INSTRUCTION NO: � � DATE OF ISSUANCE: � g ( � �� ' ARCHITECT: ��...,� � ��^ _= L r�� ARCHITECT'S PROJECT NO l�� -i�� ' . ■ : . . The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work In accordance with these instructions indicates your acknowledgement that there wip be no change in the Contract Sum or Contract Time. Description: ��i� �`t� ��- �lT - �� 'F'-�. �, �---, ,� A[G1ChIriCA[S: (Here lnsert l!s!!ng oj documerrts tbat support 4escriptlon.) ��. ��t--��t� ISSUED BY: � q� �� r �. �:' 1� �: 1710N: lffou should sign an orlginal AIA document which has thls cautlon printed in red. original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT GTIO • ARCHITEC7"S SUPPLEMENTAL INSCRUCTIONS • 1992 �DITION • AIA� • �01992 TfIE AMERICAN INS'CITUTE OF ARClIITECI'S, I735 NEW YORK AVENUE, N.W., WASHINGI'ON, D.C. 2000Cr5?09 WARNWG: UrlpanfOd phOLDCOpylnp V101et6i U.S. Copyrlght 18ws !nd YVIU wl�J9c,�t the VIolBtof to legel prosecuHon, G710-1992 � ► ■��i ■: ��;, �1 � � � �� , � � /./�� ` � =� ,. .� �IJ ��:� r■ �i�= �/1�■�I:, ._ ��J��1=� ►�� 1:�i Il►� �1:�, ---� �1: �li � 1� ��° �� : �� : ��= ��■: ��: 1: � � �� i�■ i�1��►�11�1�� ■ I�ril 1� � � �i�� -'��"::1� ��■■ . .�.�►.1:��l�i , . , i �� __.�.�ii�r �� /� ��■ �� ;. ��I��i 1�� I��o� ;1��■ r� ■�� , ; ��,.� i ! ARCHITECT'S � ��, SUPPLEMENTAL ; i � 1NSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: \��,� (� �O�-+�C� �—. (name, address) ,� � 7� �- OWNER: —�y�/�(�, PJ� �,� � TO: � , �G l �(� `_`O�`?E�1' L"�v�—� (Contractor) CONTRACT FOR: G C.T�� CONTRACT DATED: � � c��.� �S`14�a—� �a - f�'(u�.rr� Owner Archicect Consul�ant concraccor Fidd Othcr � � ❑ � � � ARCHITECT'S SUPPLE� �TAL��r � INSTRUCTION NO: j—�� r��--� DATE OF ISSUANCE: � ��C.j"1�J� t�✓��%�— ARCHITECT: � � � ,�. � �� ARCHITECT'S PROJECT NO: �� (�� , The Work shall b� carried out in accordancc with the following supplcmen[al instructions issucd in accordancc with the Contract Documencs without change in Contcact Sum or Con[ract Timc. Procecding with thc Work in accordancc wich these instructions indicatcs your acknowlcdgcmcnt thzt thuc wi(1 be no change in the Concract Sum or Contr.�ct 1'ime. D�scription: � � , �r ,� 1 � X_ r. � ��'�l� T� -� ��lS� �G� �s-t"1"��4 ��t" 10� �� "—�:��-�1`%��"C"5 _ �'�Y{ � �c�—t` ,�-j' '�11(� (t� �`-'�`�+`�^�� J �� 1 J��` 1� o � Actachments: (xere r.uen irsrrag oJaocu.xenu war supporr vucrrpuon.) C�.� ��f�"f"�'�-!l�`1��t�kt�_ � an orlglnal AIA document which has this cautlon printed In red. inges wlll not be obscured as may occur when documentu are reproduced. q(p ppCUMENT G710 • ARCHCfECI"5 SUPPLEMENTAI. 1NSf'RUCTIONS • 1992 fDITION • AIA� •�01992 TEiE AMERIGN INSTITUTE OP ARCHITECfS, 1735 NEW YORK AVENUE, N.W., WASNING7L�N, o.c z0006 s�o9 G710-1992 waRrtlNC: u�fox�sea pho�000pyt��g vlol.00. us. oopy�t�t �w..na w�a Kt�Jea a,e wdaca a bgd wou«iuon- .. a-�:.r.ar,,r•?*; �t.s .ry. �a..'+#.'� s . �a; _�r . -.a�" "`� �; . � . , � � � .. � � � . . `, K�,'',`i.'. � _r , �} r '. r :;�r.�.. - ::-�.��'".',:C . . ..:. ,.. . .r�., ��' I �' ` � k. i � i � �t � .�',��,..�.:� ; �_ ��, , _ �'" ! y� {.��. r -- � �� ,� , � � :.:� .� �, ,�-' _ . = y'.-: �. ,�� . fi �T, _ �� -�� _ ____ __ _ _ _ _ l�.la� : _ � _�_ _ _ ��fi ��- I��I�.�1.��, I N �' _ �� 1'ioN� I� �{ �� __ __ _ _ �1 �.,� _ _ _ . __...____ _ �,� 9, �,,0,, � �s ` \ �+.., ! ARCHITECT'S ' ''` SUPPLEMENTAL INSiRUCTIONS ; AIA DOCUMENT G710 (Instructions on reverse side) PROJEC'I': L �O�-•)�� -. name, address\�� ( ) 7� �, � � OWNER: "f �,�� ,q� �� To: �..� . �( � ��' L-Ctat-i. (Contractor) CONTRACT FOR: G��J�,r10(�, CONTRACT DATED: � J�.� .1�.� �c. �''�u�.lt-� Owner Architect Consuitant Contractor Field Other � � D � �. � ARCHITECT'S SUPPLE�NTAL INSTRUCTION NO: � DATE OF ISSUANCE: � t�j��f S� �>= �� - 1 ARCHITECT: �—�. � �� ARCHITECT'S PROJECT NO: �� 1 � + ( , The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract , Documents without change in Contract Sum or Contracc Timc. Proceeding with the Work In accordance with these instructions � indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. I ; D�scription: � � �� , � '�. ��.� l� �4 �� S'"�"i��i r�`fi � �rt��'��CS ,,,, r A[T3C17IriCRtS: (Here tnsert tlsting oJ documrnts tbat supporJ descrlpllon.) C�� fi � ��-S E��'S_ 0 �� CaZi1 s � i��z � n an orlginal AIA document which has this cautlon printed in red. nges wlll not be obscured as may occur when documents are reproduced. AIA DOCUTAENT G710 • ARCHCI'ECI"S SUPPLEMENTAI. INSCRUCI'lONS • 1992 �DITION • AIA� • 001992 THE AMERICAN INSTITU'CE OF ARCHITECI'S, 1735 NEW YORK AVENUE, N.W., WtiSHING'I�DN, D.G 2000Cr5209 wa4iNwc: unuoensed Ptw0000pyr� v�olaa. us. oopyrtyhc le�a .nd wu� .ut�Jea aa va�acor w laged wose«rt�o�• G710-1992 i � w ARCHITECT'S ''` SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) ��,{'� ,�..,��, i PROJEC'f: \��,� (� ��' �!� �-�^. I (name, address) � 7ri Gj. '� � I OWNER: 1'�t,/�j�, 6� �,� � i • i TO: � , � L � � �O�-� -rtdt-� � (Contracror) CONTRACT' FOR: G�'j�C�{'C�T-��cy CONTRACT DATED: � • r'(�,�.rr� Owner Archi[ect Consultant Contracror Field Other x � � a � Pi ARCHITECT'S SUPPLE�AL INSTRUCTION NO; DATE OF ISSUANCE: ��(� 1 � ,(��.. � ...^ ARCHITEC'T: ��1 �.}. � C'�_ ARCHITECT'S PROJECT NO: �2�' ) t �-- l�� The Work shall bc carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change ln Contr.�ct Sum or Contracc Time Procccding with the Work in accordance wich these inscructions indicaces your acknowledgemenc that there will be no change in the Contrac[ Sum or Contract Time. DFscrip4lo�: � �-c� � � � �-�r� �� I�� -r�-�--��r��s, C� ��c� s�-- ��- �t l � o. �� Q' ,s t �i -'� �/' �i � �► AltdCtlIT1GIIGS: (Here lnsert lkting oj documents tbat support descrlptlon.) (��i � 1 � 1� �1 `—^ l + ✓.. � � G1'�((� �,� �-. ��-.�. G�AUTION: lf�nu should sign an original AIA document whlch has thls cautlon printed In red. An original assures that changes wlli not be obscured as may occur when documents are reproduced. AIA pOCU1�ENT GTIO • ARCHITECT'S SUPPLEMENTAL INSCRUCfIONS • 1992 �'DITION • AIA� •�01992 1'EiE AhfERIGN INSTITUTE OF ARCHITECI'S, 1735 NEV7 YORK AVENUE, NW, Wi�SH1NG"IUN, D.G 200065?09 wnHwNG: u�0os�sea ptw0000py4�p vldato. us. copyrtiyr�t lews .nd ww .�sct a�e valafor w bgd wosecutlon. G710-1992 �l�t� �ia c,�,P�.r �p a� �xra. �IG ��.D �',�le.i. �-�-�I�. ,��, ,�_o,, �� " ��'V�G -- 12F�✓�i !a� �o►�! ci� �q . 1?�1UlYc� 1'o f�L1�tN. �/ �k-1D 6� � 1� �It�, .�� S1b! R o?� II�I� `hI�1��P. �ll..�..��- � _ .�__�� _ _�-� �'"a�1� -=—�: _._- � k I s _�� . __ .�__��1...,-' _ - , �� _MT1.�__ _. � :. __ ��.�l�a'` � - _ _�?1��YP. �P. _aN _ . . . _�U 1�..�1 _ ____. _._. _ � I -� i � — �— ��t • ��I b. �tt-�b�1 �- . �'(ot�-� I� �� -- _� �i l� �� _�? - --= -�� Y� �. D�1 t''i�-• i_�r�� C��._t�-c..� : �L:��o.��.� ."� _a� : �� - � _ _. i�'i r '� : i� � — % � �' ' • �� 1� �� = 1' Du AUG—fi1—i9Ga i��i riCatROE � t�E��ELL DEt!!.�ER �� 6�� EE�2 P.f�2 � � Monroe & I� �well �°�--- �'" -. �_ �--'1_C-��- _ �r.tETrap _ ---- uF Y, Enginr_ers. Inc. ca�cu�7eo er c,arE �_ 1 9� (:I�E('KEO (iY,.,..� DA�I t � SGai.E �_ 1��?� �� . . . : _ ��..�� . ,_.. __ , ...+s . _ ; . ; ,. � �- �� ;. ��p �°-►�'� : ....:... ..... : ............ ..... � : � _; .: , Z -� :�'� ��z � : : . �.�#�p �. � T .j.�........ .. _ ......._........_ . _ .. . .; . :. . . . � �� - � . . ,�-� . . .... ..... . .............1. ........: .. . : : ; . _:. .......... . .........:..... _ _ _ _ _ _ . : : . : � _. . __.. _ :. �i _ . � : ° , ,,: : : : . : : : , ° ��z ; Z'�:Z . . . a : � ' . . . ;Z <_ . ___....._ , ,_.......... _ � _ _ ,_ �z� ��il��- _ : �"`��.� � �� l4- C��1�� .�'�'�,��- �'�,.� r,,�'/7i��s . : � __ _� �! o . 1 � l.l�= c� �`,�4%rJ ;_ � � : �`- _ _ . :. � __ �� : ��i�r� �� 'x�i� �� G-/�� ?,r� _ ��i� �,�"� _ �1t� 11 `� _ - . 3 ARCHITECT'S '` SUPPLEMENTAL INSTRUCTION� AIA DOCUMENT G710 (Instructtons on reverse side) PROJECT: L �O��C�L ��"P�^. name address\�� ( , ) 7� � .E, � OWNER: '�jy�/�, �� ,� � TO: � . \G ( �� J" L'�T� (Contractor) CONTRACT FOR: G��F,?`��C.T-�� CONTRACT DATED: ..�► �t. h'(uw�.rr� Owner -r�_ , f Architect C� Ho�1z� Consultant Contractor Field �� Other ►. .� . . ►_ ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: ��--Q� � �, DATE OF ISSUANCE: � � � 2 `�� ,�' � > > ARCHITEC"T: �r-�. ,� C�..4� , ARCHITECT'S PROJECT NO: �� `�� The Work shall be carried out in accordance with the following supplemen[al instruc[ions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement chat there will be no change in the Concracc Sum or Concract Time. Descciption• : • �'� � -`�" �� . '1 j�c�.T� fi �� .z. �C� � Z 2 2j 1�--� � �- �T~C�'�C-�r�-t�"C'S . A[[3ChIIICQIS: (Hese lnsert list(ng oj documenu tbat support descrlptlon.) C / �� 1�� "` �; — ` ' � '� . ISSUED BY:. [ 1�-�.�.--�.-'� ,� .�„< «. - � CAUTION: 1Bou should sign an orlginal AIA document which has this cautlon printed In red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT QIO • ARCHI7'EGT'S SUPPLEMENTi�L INSfRUC['IONS • 1992 E�DITION • AIA� •�01992 THE AMERIGN INSTITUTE OF ARCHITECI'S, 1735 NEW YORK AVENUE, N W., VCASHINGTON, D.G 2000G5209 waRNwG: urJiosnsed pnoixopylnp v�olace. us. capyript�t lew, and ww a,bJecx u,. v�aator w tegal pose«Noa. G710-1992 - 4 , � � � � 'U�-� _ �_ _ __ _____ ___ _._ �/---� , , , ou ! �o �° 2n -� r , , a �j (v - "' ' -- --_ _ ___ f-..._ � ----------+h`_---- I O - � . �' .—� . . ' Oli - <.. -__� —_ — —__ . --- _ __ ---_ _ _ 10 ' '�" g 3°� �'� _ ,� o � �_r�� - _ - -- -- --- - -- ii� �, � � �� i 1� �" I �i ��p �i I �'�. � z.D; �Jat� I ' 7 - � 8 7�__ �� '7 -� __7-'i 7 - q r2 --a 2'O � �-- -- +-J�-- � .,�,�, � � ��,� I�i c� � � � 614E6 '�.y� t-f�l1'i i �� j ' I � .. � I . , �Jl�f{�..-nOr� ?n L4IIP _� i � �, �� _ � I��v� � J --- --- -- -- +�--- — t-----'�------- — -'- - — --- - ---- I i � 1 Y N i � - � � I ' � L � _� .___. - -__ _... .___. ,_ -' �0 � - — _� � - �' ' ', � ,I -• � _ _- --- --�-_�-- —� � II ---- - ----- ----- - - J -� i � s � bu�l xi�� ' �� _____ I� __ i-- I.� I TU�RB.' sa��io il I �� ,��-- �!� -- j - . la - � �� Fl � � I '"�" i, I �-• _ a_ O J O � ��,y �I I�+'o cU�r �, 4 � i o II '11 � q2. � v, iv�1 � A�- �� — i 2 0--�- a� -��' �- � � ---�--- - �� ' ' 9_ �� vv�� - -- - --�; �+-��'-� o � 2 °p � I I -o+-�� 3) � �-� �- g , � i b �r'� d` • �� i , , _ - ' � �i � t� ) , -------- -- -- �' `J � V�a'1� 2 �- I 4 ' -- - � -- _ _ _ - - ,i 'I � � � � ��zL � ��--r:-6� - '-+- �� is i�i ao � �. o °''� M�2! �� -1�±-�, _-_ _- __ — iA io� � 41 4� 0 u� �- � i r�v� rw �; yTe�� EvJ N� Te� v �I.� I � � � - a, g '� � �'�--. � _ � I 3� � � �A �A �A - '�� 2 ccF � � -�� - b'-v'� — _ ��'�� 4 13a � 2 �� r - � �� iAl�al � ��1 � , 2 �p -- ----r '� �� _ ; ' GO � L"2�t2- 2 I 56 � i I I i i'�, -��, 2 - — + - b � 0 ,. - � � � � �,\ o.ib alb � �� . I;( \ 2�-'1 °�' ' L '�-P.+'�� _� �� *�-�/r�� - 7=b" " � - L CDu�2C�IG� C.f�'�7i Al�o ' �' � pl.✓�VJ p�IJ �\/�� `- � � I �JZ � � �`r'. �'77 -- � , <+-✓-'" �b � 2 2 r+y � �i ,� _ � � ,;�+I �7 4� � 8 � � � � � G � q i�tuA 5 � ?9 6 - I 2I � I'�'i A=� f 3�j IA ' _ J�` ,� , o , � , F �---i ,r= --- ! ,r� ' i�i - � �J ,�': , i- � �j � �� °" � ia �� i � �T' �� i R�GF�,'. ! :r��'� Q i ' ,! .2� I �s. 5 C� 20 �A I I , ��3 I SI�'' � � il i 1 � fi---� _ - , � - �-- i � _ � � � ' � N . I I � �. . . —_ — .. I �' , �I I 1 � , . , i i_ i ' j �f i �. � I ��I�� ! �� I i ' '�. � j �� I , 2 i � i � � I ��.I i � A7 i � � � � � �. I � II i � I I I, � I i' , ' x.r F 3� 5nl I' ,-�I !�� , 3i-�� I �3�-,�n �i-��121��'Z�.�i�i �i-I� I �tl�� G"��" / 3'� / " , . - , - � 3 - , , l r3' . � k i _y ,---� � -�`-- i ;'--.- � Y / � i i � ii �_ Q� . �2 � � � I ' ' �.._� , �o-G � �-o' � �o' 8, �-io g d a r'�� i � f � 2t,- „ i� - �-hl �----7'�'----- - �_-� - � �?' �� - -- �(� �'` ��,� 2-G i4,'_o 2-� -- - - � � __ - - -- - - - (2'-0' ARCHITECT'S '` SUPPLEMENTAL INSTRUCTI4NS �.��.� � Owner Architect `g� �. �� Consultant `,p� Contractor � Field � AIA DOCUMENT G710 (Instructions on reverse side) J�� ,.�� Other `� PROJECT: \��,� �0�..)�� , ARCHITECI"S SUPPLEMENTAL ��j (name, address) �� L _ � � INSTRUCTION NO; �-J c.�� OWNER: 'r��, e� �,� � DATE OF ISSUANCE: � � � � .I��t/ `� � � TO: , ��G �( ARCHITECT: �� Contrac� � ��'�� ) CONTRACT FOR: ��-E'�jC�-{JC,T�10�1 CONTRACT DATED: ARCHITECT'S PROJECT NO: �� 1 �� The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change ln Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions Indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Dpscrlp�ion: ��„--" , �j1-r�� t C � "� �e��t�.�r�. s�ta�.�„�, �+ .� �t`� �c.� St �+��c.� t��(� "��" �� G��7 G c� �L.�'j GcS'C �O �� Tt-i� °,�c.��' Sl C.� o�" �e� �'� • U�T i(, L �(�c�T'�� t�� c� '�'�_ fia , A[TdChiriC[1[S: (Here lnsert ltsting oj documents tbat support Qescrlptlon.) l� D BY: 9l1UTION: Ybu should sign an orlginal AIA document which has this cautlon printed In red. An original assures that changes wlll not be obscured as may occur when documents are reproduced. AIA DOGIIAENT G710 • ARCHITECT'S SUPPLEMENTAI. INSTRUGTIONS • 1992 �DITION • AIA� • 001992 TFIE AMERICAN INSTITUTE OF ARCHITEC7'S, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5209 �u� � t��+c �� u& �r�+� � � � � +� �iaec« so � �ose�,u�,. G710-1992 ARCHITECT'S '` SUPPLEMENTAL INSTRUCTIONS � � AIA DOCUMENT G710 (Instructions on reverse side) �� ,.�� .r'(�..;+�.n-� Owner Architect Consultant Contractor Field Other � � ❑ � � PROJECT: \��,� L�O�.•j(� ��, ARCHITECT'S SUPPLEMEN AL (name, address) �� A - � � INSTRUCTION NO; � �� OWNER: "f'�,��, e� �,� � DATE OF ISSUANCE: � � �\ �I y �� ,. . TO: � , 1G l� �t U�,�,,,. „G�� ARCNITECT: ��. �.. �� (Contractor) � t� CONTRACT FOR: G��{J�,rl�(� ARCHITECT'S PROJECT NO: ��d�f� ( \_J CONTRACT DATED: The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change In Contract Sum or Contract Time. Proceeding with the Work In accordance with these instructions Indicates your acknowledgemeni that there will be no change in the Contract Sum or Contract Time. D�scription: - �- : �- 1°( ' C'-�-�• ��...�..� � �� T-� G-�u�� - �- C��.� f�� 7d �0 7 `-g" . �'.� �� -� � �rts � �fi-}-�� - �� n (�� g�'�--E--- i� �,-�- 7'- 7", A[CdChIriCRtS: (Here lnsert ltsting oJdocuments tbat support descrlptlon.) l Y� C�� ISSUED BY: �dUTION: 1Pou should sign an orlginal AIA document which has this cautlon printed in red. An o�iglnal assures that changes wlli not be obscured as may occur when documents are reproduced. AU DOCUMENT GT10 • ARCHlTECT'S SUPPLEMENTAL INSI'RUCfIONS • 1992 $DITION • AIA• • �01992 TFIB AMERICAN INSTITUTE OF ARCtiITECIS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2000Cr5209 waRNwc: unilosnsea phomcopykg vblaoas us. oopy�lyM lews and ww a,bJecx tne v�oletor a bgel wosecutlon• G710-1992 i . a ARCHITECT'S '� SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reyerse side) PROJECT: \��%j,l (� ' �'�+ � �� –. (name, address) 7� �- � � OWNER: 'rC�,/i� �� V,d..1 i—� TO: � , �G l'�� f L"f"(�1�1 (Contractor) CONTRACT FOR: G��pC�{�LT_�� CONTRACT DATED: �– I� .-. �R,.�R. c 'f'`�c.�RR��( Owner Architect �� Consul[ant Contraccor Field �� Other � � � � ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: ��/ f'""" DATE OF ISSUANCE: ��=�,��% �E–'� �,�� ARCHITEC'I': �.r—+,�. ,�. C'�� ARCHITECT'S PROJECT NO: ��' ) � v � The Work shall be carried out in accordance with the foliowing supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding wlth the Work in accordance with these instructions indicates youc acknowledgcment that there e�ill be no change in the Contract Sum or Contract Time. Dcscrip4iop: : �i� - �- � i� � �� t�o� ��T � � � , ---, A[CdChmerits: (Nere lnsert !lsttng oj documents tbat suppo: t descrrptlon.) �� --�""f;�c�'j�t�r�� 7', ISSUED �Y: r �ON: lfrnu should siga an orlginal AIA document which has thls cautlon printed in red. orlginal assures that changes wlll not be obscured as may occur when documents are reproduced. AIA DOCUAAENT G710 • ARCHITECT'S SUPPLEMENTAL INSTRUCI'IONS • 1992 �D1T10N • AIA� •�01992 TFi@ AMERICAN WSTITUTE OF ARCli17'ECCS, 1735 NEW YORK AVENUE, N.W., WASHING"P�N, D.C. 20006 S�i09 wARNUJG: unuosnsed ptaU000pykig vlolaces us. copy�lyM lew. ana wiu subJea aie vloletor w �egm prosewuon. G710-1992 _ y • � . . � - �� -J 1�--: - � ,. --• �- � ��: ��z: `� . � _� _ �o � CO ; �� 33 �- � 10�� °°�r'; , i�N� ,�: ; � e-- N �� i �-!� I' � 0 � i�---J, � CO _ ; ; ; �; x o �� , �i-i� � '! � � �c.ov�T�- Z��x � 2� 19 � ��' (-�Uv�� „� � O �-10"� � � 11 '� � �� .�'2�� ;; . � - . .�._��t,,�,- -�,_��__.�_.�� -- ------._._:_.:.a. -_ _ __.,-__� _...�, � •�--� .---,- ARCHITECT'S '� SUPPLEMENTAL INSTRUCTIONS A!A DOCUMENT G710 (Instructions on reverse side) PROJECT: � �O�-•J��L �--�. \\� (name, address) �� A� � i V�—os� OWNER: "�"�c.,/� B� �� To: � . ��,� �4�F'�F.cs�--ttd-� (Contractor) CONTRACT FOR: G��F�j�C�-�C,T�I�1 CONTRACT DATED: � Owner Architect �� Consulcant Contctcror �� Field �� Other � . . ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: � I � DATE OF ISSUANCE: ��Z� ��, (QQ � �—�`� I l ( ARCHITECT: �' "'' ,�.�.. � �_'�� ARCHITECT'S PROJEC"[' NO: �J'% � 1`�— `�� The Work shall bc carried ouc in accordancc with the fottowing supplemencal instructlons issued in accordancc with the Contract Documents without change ln Contract Sum or Contracc Timc. Procecding with the Work in accordance wi[h thcse instructions indicz[es your acknowledgement that there will be no change in the Contract Sum or Contract Time. Descdption: —�� : � " l ��-#-� . ��—�► �� —Z.. � { -�t—�,l t 1�. '�c u.-t-f . c� c �— �� 1 �1� ��l-� �r-� o � ,�-r��c� �,�� . �-r-r�c� ..-"` � � A[t1C�lITIGR[5: (Here lnsert llst(ng oj documenJS fbat tupport descrJptlon.) �� ,�.,-r-�,��,t;�-- � ISSUED SY: �z�'�"' l� ►� �I� �AUTION: ll�ou shoald sign an original AIA document which has thls caution printed In red. An orlglnai assures that changes wlii not be obscured as may occur when documenta are reproduced. AlA DOCUTAENT G7'{0 • ARCt11TEGT'S SUPPLEMENTAL INSCRUCTIONS • 1992 �QITION • AIA� •�OI492 TFfE AhfER1CAN INS'ill'UCE qF AHCIIITECTS, 1735 NEW YORK AYENUE, N.W., WtiS111NGTUN, D.C. 20006 S2(?9 ,�_,1,� „„„� _ �,K�,.:�,._s. _,,:�,�..s .� _.. _-«��_..._.�:._._ ._ _..._.,_ _ _ . - - - - - � .� � - JRN-12-94 WED 10:10 P.01 . �r : ��. � � REQIIEST FOR � D�DY-'VZELE CONSTRCTCTION, ZNC. ( I��A2'z4x 10 a 0 S. FRONTAGE RQA.D �rEST � VAIL, CO $165� (303) 176-3082� ,Tob No. ; 9366 Job Description: Vail Police De artment Ow�er: • Town of Vail • A.XchiteC�Z Rath/ShepQard fa,Yed I..,J RF'I No.: �4 Owners Rep: Frank Frever faxed � Date Reques�ed: � / /Z%9y 1N �l(e� D��.$rr,r9�2 �,UvS�oRo 1`iE�u, 1/F��u.ti ��d��5r"� tF SoMi� �F �i'�s c�s ��,P�uc� -to T�-!� Mua `S e.c�ti ►3� k�nv�o ovr oF �u� ATnc so�s � ��l,r�c,►�� o� -�'ws-�. ►�vK�S. �-ro t2at�vc.£ 'fX-S� � v}� lZabP PEN��x�,-,��$ � Fo�. C�...Ner�� sn�� C� �`�i.�J'S � � T�'�'� r��s� rt�s�d,�� y �'a,�� r �f/9 y =s Cost os Schedule EfteC�ed Zf yes, describe ""—" Date Answered: . �I . . _ � , s . - .._ _ - - - - - - - ' . -� :� � ' ARCHITECT'S ' '� SUPPLEMENTAL INSTRUCTIONS 1 i --� � AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: \��,� � �Q�., � �� (name, address) � 7� �• �, i�? OWNER: '�jyL�� 8� �� To: J. �l� ��-�� (Contractor) CONTRACT FOR: C C,rl �(� CONTRACT DATED: ►�JJ Owncr Architect �KK Consul[ant Contractor Ficld ��{'� �� Other � � � � ARCHITECT"S SUPPLEMENTO INSTRUCTION NO: �y � DATE OF ISSUANCE: �L_�`.r � �� I �� ARCHITECT: ��r�., � ��^ � ` r�.� ARCHITEC'I"S PROJECT NO: ��,f� - �U \ �� The Work shall be carried out in �ccordance with the following supplemencal Instcuctions issued in accordance with the Contract Documents without change In Contract S�m or Contract Timc. Procecding w)th che Work in accordance wi[h thesc instructions indicatcs your acknowledgement that there wiU be no change in the Contract Sum or Contract Time. Dpscrlptiop: � �- �T�� r� . � G°�-�- ��/ �cc�r�r- Atr�chmcnts: (Hmr Insert !!sting oj 6ocumanu tbot support dturlptton.) � �_�� I'�[�l '�� l � ISSUED BY; CAUTION: l�i�u should sign en orlginal AIA document �rhich has thla cautlon printed In red. An origlnal �ssures that changes wlfl not be obscured as m�y occur when documsnts ere reproduced. AIA DOCUTAENT G710 • ARC1i1TECI"S SUPPLEAtEYTAL INS['RUCTIONS • 1992 1?DiTION • AIA� • J1992 1'tiE AMERiGN WSI7TUTE OF ARCIi1TECTS, 1735 NEW YORK AVENUE, N.W., WASIIINGTON, D.C. 2(100G52(19 a.,;,.M.,_:_�:.,.�.. �._, t s� � �-_._ _ .— - -- �-- ,.. __ _ ....,.,.me.�:� � � r� � '1'-94 1[I;2�iAM FROM iv1K�; E1�1GITdEE1;�t�G i�f G„�j;�'� t'OUVQOI C�C1D McFALL-KONKEL & KiMBALL CONSULTING ENGINEERS, INC. 2� 60 Svuth Clermont �treet, Denver, CO 80222 (Phone} �303}153-1260 (Fax) (303)753-1312 FACSIMILE TRANSMTITAL COVER SHEET DATE: � 2� FAX NUMBER: .s�¢ -- `7 7 2 2 TO: �)D� �`%i/��. coMr�: �Po � s'� �,�:�Q.-� �d►-�.� �, FxoM: ��e,-,- D',� �-, �-h x�: Vq �� ouR zos rro.: � �2 � � � NUMBER OF PAGES (INCLUDING COVER PAGE) l l�EMARKS: 'So � , ��°�, U�' ��'� f.�{/ ,� if a��,,�fad/� .� Gj f� � V C Ua, d�c� i 7�' U �, �i� h S�a � 7`ia r G� 6�c '�i/ feYVr <. C. �� e irU Cd b%c /T� Q�st ti.cr1,�� h7 r/q � h..o�,,- .�,-h f,� r ti. �' a/�P fQ'�P�`y �ft� c . _----- 1 � r�- � �s ,/ ..._ _, = _ _ _ _ �___.._ _ -- -- - - - — - - - . ..._ _:._� _ .�... .. _ _.--�_ _---- . .. . _.. � . ._ .��. = r - - - i ! . - --, ARCHITECT'S '� SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instruclions on reUerse side) PROJECT: L ��, � �� (name, address) 7� �. �, i�-? OWNER: —��.� e� l / �. � v'�.1 i----- TO: ( �(� ��,�PLJ, L"t't (Contractor) c�t—�, CONTRAC(' FOR: C,�'�j[�'�J�,r'j�� CONTRACT DATED: � L Owner Architect �� Consuitant Contractor Field �� ..,c�� Other ►, ; � ARCHITECI"S SUPPLEMEN L INSTRUCTION NO: �%_� � DATE OF ISSUANCE:�� ( �% ��J� u �� ARCHITECI: ��, � �� T � li�-'�C� ARCHITECT'S PROJECT NO ( S 1� ' � � rne Work shaU be carried out in accordance with the following supplemental instructions Issued in accordance with the Contract Documents without ch�ngc In Contract Sum or Contract Time. Proceeding wlth the Work ln accordance with these inscructions indicatcs your acknowledgement tha[ [here witl be no change ln the Contract Sum or Contract Time. Desc;iptiop: �� `�s � -�o �� . � �,�. �:., � .� � At[1Chtrittl[S: (Here lnssrt !lsting oj documents tbat support descrtptlon.) � BY: �`�"'-1`�f ( I g, Z �,. z2.,�. 2 3 �CAUTION: liiou should sign an orlginal AIA document which has this cautlan printad In r�ed. An original assures that chenges wlll not be obscured as may occur when documents are reproduced. � DOCU:IENT GT10 • ARCIfITEC]"S SUPPLEMENT.�L INSfRUCf10NS • 19y2 �DITfON • AIA� • OOly92 TFlL' AMERJCAN INS7ITUTE OF �ur��rr.rrc ,��c .��.�, .,,. _ . _3 � _ _ �_.._.,....�, � -- � _ _ ._ . - ---_ -_ __- : --a....�._ `-12-94 WED 10:11 �, a � P. 03 REQVEST FOit � D�'DDX-VIELE CpNSTRIICTION, INC. INFORMATION �400 S. FRONTAGE ROAD REST V�ZZ� CO 81657 (3d3) 476-3082 Job No. ; 9366 Job Descriptioxit Vail Police De artmenc o��r� Town of Vail • A=Chi�eGt: � Roth/Sheppard fa:ced RFI NO. ;--- �� Owners Re r`jl P� Frank Freyer faxed �`� -�---�---�,._. Date 12equested: / 1L�9�C. �1��,`r A��1 SHo��s A 30�,�-2 "�-�N� /�20�� `l4so�n,y Srq� ►2 A2FA. rs -n��s � n��o �,�u� o,� �� fi ,� rz��s�� c�.� a� H�N��b� �� I'r1 k'{�E�T1�� ? �G7'!D� `t�i413 /Nt�t C�r�s-5 7+-� ��L00%: OF �� .' U�g�l LZ�F-� �� T � !1 17-�� C�/124� E[a�✓o-n�jJ �f `��/ � 5'f��l, 57�i�2t #-��aJ� B�F�JJ �/a3+Zicrr�� -T'o T'l�ts �,M�,Js,o� Q��o A� =.. o►J S rrC; , �Ji�os� G.A2tF`c., Ys Cost ar 8chedule E�fect�d � �f pes, c3escr�be -----�--- . Da�e A.aswered: _ � 1 '�",�� ' ,� �j�t� `�71-4�-�v�l� ,��'t� `�-4'� . _ . �"�i� (S ,� ��tT�� 4��--� ��-�-- 1---� �� , ��,��c—�c� �� - � � I�. �I� .�.. : , _ _. , .k.,,p.:,_..s..._.._,.....s ..._.:�-.�,,.._._.___..:�.� __,_�� • -� -- _,�_..,.- . N y.... - - �— - ' � r} --r�t� 14'',% 't r iiir �,n - - - - , '�: '�� 11'� ..._!1. ':llii.. �i�U�i'di,�_.. Il i!��i�� --- --• " yJAt�l 13 '94 10�17 ROTH SHEPPARD ARCHITECTS P.3 ;)'./]994 08:5a 36'34760aA� vIE�E �r�riS7F�JCTi(J��i Par,E 03 r, x�qvEB2 Paa . INFOk2[aT iC�i Job Na . � {� �o � ; Dvna�-v�a�z coM»TRQC�rz�x, YNC. 10 0 G 6. �RO2tTAGP� R�JI►D 1PE 8 T �'AIL� Cq 81657 (303} .�'6-3d8Z sab ba'criptions ovn�rl �li'vhiteptt �,( 2v � � &pI M4.s bata RwquQ3tod: � . �V6 %� Tj�E 5'�R�� S�.4C.lIJCy /!J T�� pf.Ww� �K.f:: 5�..4851 •' �.'M�rF� �'M � Wb�Gtc. 'T-a �S�M C�A�. p� T�t(5 OU�R�t�'raa � �L ��'7yo iQoU7'& (.�J4 $Tfi �r �6 O c1T t� � ?Xf�-'' UN � �'.ra � a Sd ��i t' . / �' GAS7" OF 77aE aVE�GIJ�� D�� 7E' �cJr �4�vlS�T" ��Oc�C,+��' ��'��'; .. 4G �` �.I,c,� 5�32,wM� '�1 SnArG-1 7o1(,8r �°o�. S�N�S 1�� 80y�p .. .�-a 3 . � ��f� fJ�1sw� ,(�{ 1%/�f/9 s�" %� �, 1��e 1�QCx ��nv�s Z� ca�t` ot Bc �dui: E��d'� ��ocr1� �.�NG S�.1rK� . � Yr y�a� � Q�aeribQ -"�l� 7�1�GA�tab , nate �s��r�ds !- l3-4t� _ —�'l� Ho�r-,�s , I"►. K. K • I�tS W� A►Sc;uSS�-7fl U�y (-+3-Y4 � TH�� (�„lq�Cn GC,vS�r f$ rU��„ p,nGQ y'u2.0uGN ruG F�oo2 w,�./ �.. 3" L��.1� 5��. `►`N� S//VKS A�'G _� � T'U Q� ��'"r� tv G�TU��, A..�O p�Pe�O l�tou4,ca ��: Fc.G�� w,T.� ,� . Z" c.,N� . ru�.r �" S��c :��D 3" ►�Ar�. r�as�-r k1A5Tv: Li�c�.5 A'�+ Tv i3� T:�D TD�L%�criL 1 NT�J A 4" I•.JA.SiL Lin[� LI �De�- 7'.!� /=Gdlht , DVC 3-14 ,. - � --:...._...s..+;,,....,._...,¢...._.._._. _�-.�_.._.__.._ .. , _.�.__ _ , . _. __ y�� ..._ __v_ _ __ ._ _ . : r... _. ., 1 ;,-- - -- - . _. i: I;J. '�Ii9t r��r�i'� !i'.:.L "''��,:..�:.i`..ld!1 ��-' --' —— - ..- ..- ' �Hn i:� 'y4 18�1"l ROTH SHEPPARD ARCHITECTS a!195a 96:5a ?63476G492 �ZF�.F f,�Q�•iSTRS.�'TIGbI • .REQIIE3'� �"aA �xrot�.xzort � p.2 PAGE 02 DIIDDX—V'SL"?.L� CONBTRII�TI7N � I2�IC . 1000 �. �'i242QTAa8 FtORD WES�c tfX�L, CO �16'S7 (343) 476-3�82 Job No. � �7ob De�cc�'1.ptiGt�: �,(�(� �...�4l.-if� ��W� ,dKnars )►�rr..bitact: p�,t-,�) �t.,�pAA�1-b RYZ �to . t � � _.......� Da�a RoqneOtad: �` --- '� V C... i2.f�t'LoMN �� S 1�I57'A (,4�� h�c,�t-r '�'�pa /.�t �� Q�DF �rCb�r�l s. �� '��' DU�1 N� Cet,r� w8�r-�',� r s I�1'�axS'/JBi.� �U� 't'� 'fT��' CaLI� U��'�'1L-trr'rS� /-�'�ICS . � �c,��lr��' ��s �-{ KJC. ?��J�G � =s Cost or Bchedul� Lt�sCtad • 2t yea, d�sCr�D� • A4�0 11a81I4=�Q: t- 13-i�i �1� I--tv�r-i,�:s� I-�'1r�.K, TJ-+� �2�UF �►2r;r,-c � usr��c.c. �rtn�� ,.� �� c�T f-,�E�r T�/��;" • �� l5 � 7"YP�G4�- I^IS7�c.[.R7"�pnt I=p�2 7urs A2e:!�, j�.t� Dv t� vr �r��` MEar r�P�� , s nr� ��ss�►� r, � b4C 3-10 ��2 I1/08 ea--ert..rn�. 1 ..e.a.�..YC__1�..._..�.�' -_..._. ..._�.�_..w. -.�.:�:_...�..`.......�� :........... ....�..� ................, .__ ..__ — _ "_ � " __. ""_"'_ .._. ___ _ ...._.. '� _ __ ' , ' �4 0� 29FM r.-.:::: };,i:�; EPdG1I�EE°IN,1 �� :��7?�� • �Kn 13 �5q ie�i7 ROTH SHEPPARD ARCHITECTS J 13/1994 f�8:54 �0347FA4g2 �1TE�E CnN•t':7kuCTION �QQLST FO& r��T2t?�t � }' [I I I �.- I�I I i:� Nd�E 61 Dt?DDY�72BLE C0�&�TRIICTI�N, z�(� . 1000 8. �7taNT]1aL RO!!D �aT V71IL, CO 8i6b7 {�Ogj �76-)b82 Job �ta. s ^,_.�'�(p� Job b�aaription: � ----.... ��Ar: �e�itect: R.p'� xo. : � . Dat� R�q�eatodt _�_ . K /s � .-..,� T� (� �j � t..� 1N � I l�S�13cx►ap-. r� l�Epu�lLl A�6 �jr c.�'i,l�pg�a - f-X,Ap -t-a . {�y� ; � "��Q� G,e�o i/.�MT` UN�,, . ' i?l.F..,qSG f��V6 P{�K ��S(�O�11 a� ,QS A�, �1.t%t,� A� r°��s"'oi�lc. C,,+i'r'W wnrtK o't1 A'T'�!"t t3�i.StS .... � . ?'"0 1'{�sT St.�3 Q� �,�� ►o1�rZ Scj.1�uL6�. _� Oo�t or Qohddvlo a�lset�d t!c'S �12oC�G'd1�/x�6 6�J '%��l�t, 2t yea, diacr�,b� Dats ��x�r�d: )��G�1 ��-.�:..�.L.--...........�. k•ri !—lUL P-�GS� r'�. K.K. TN�2c� �s .4 SAr+D APi� O�c. r�TErtG�/�TF.� Un� T�*�f /�FQJF�.� rN T'-'� G r�2NC� . : 1�-tc� a2� ,u�-- a�.;�2� r�r- a�y �t=1J��A�`o v�:.�T ",�� n�: �.��c� �� rs •, �. T!-r� PLUwQ��+y CvDc, I'—'�'/L '�"'Nr1 T��' � F,�:ru�,c: (��qs�' A�� v�sr' l� TK l.5 � S I N LU2�u"�T- • � �, _ . � (7 _ �'� ( �j�-�C_ , � . � � �� ; c..�,� "�'�� cU;�?.�,. �� . "-� � �� .�' �� nvc 3-zo - — -- � r _. ___:_. � . _._ . ___ _. � - = �- -. _. :__. . _ . �_ _ _,. __ _ . _ �._ . .,._._ - �_ � '. ARCHITECT'S � ' ''� SUPPLEMENTAL INSTRUCTIONS i I ; AIA DOCUMENT G710 (Inslruclions on reverse side) PROJECT: �j� L �0�. ) �� —� , (name, address) �� _ � � ?.F��--��GQ OWNER: —�,�� e� �� TO: � . �l( �1,� ��RL1� C."C(dr�. (Contractor) CONTRACT FOR: G��F,�`T�2.{�L�1�(�, CONTRACT DATED: �— Owner Architcct ��►� Consulcanc COt1tClCtOf �`t4�—L r�Cid �� Other : ►: :� b .. ARCHITEC'I"S SUPPLE EN� INSTRUCTION NO: DATE OF ISSUANCE: � �,%�_� I 7� � q�'�'" ARCHITECT: �_�,�. �, �� ARCHITECT'S PROJECT NO: �� . � The Work shall be carried out in accordance with the following supplementa! instr�ctions issued in accordance with the Contract Documents without chsnge in Concr�ct Sum or Contcact Timc. Proceeding with the Work In accordance with tl�ese ins[ructions indicatcs your zcknowledgemen[ that there will be no change in the Contract Sum or Contract Time. Dcscclption: �� S �� - fi'� - � �' ��,� i� c�C.. �.� ��"��S .�--lp �+� �l��"T'lO��j �.T `it-�- �'L��- S�`� �� s,"C��" ' i��- AICICt1tIlCCI(5: (Here Inser! !ls�ing o/ documenu tbaf supporf detcriptlon.) Gx-� ��"�-�{ ��1 • o ;�p� ISS BY: � '��,, �Ar h tect � 0 CAUTION: Ybu should sign an origlnai AIA document whlch has lhis cautlan printed In red. An origlna) essu�es that cnanges wlll not be obscured as may occur when documents aro r�produced. AlA DOCUMEN�T GT10 • ARCHITECT'S SL'PPLI:MENT'AL INSPRUC::JN;; • 1'��: FDITiON • AIA° • UI��)2 1'IiE AhfERIGN INS7ITUTE OL' nRCII1TC<1S. )735 NEW YORK AVENUE_ hW. WASUiNG'n�r� .^,r' �rwvY,.c�rK� .:�.w...�:��_._.....,..., ... _ ��_.�_._..____.�_,_:__---�-----__--._r." _ ,�_.�..__ ._..__ _...r.._._ --__.__ � �+ D ARCHITECT�.7 Owner Archicect ' '' SUPPLEMENTAL INSTRUCTIONS Consulcant Contractor : . ., F�eld AIA DOCUMENT G710 (lnstructions on reverse side) J�� .,�� Ocher � PROJECT: \�� L�O�-•�C�� —'�'�, ARCHITECT'S SUPPLEM NTAL (name, address) �� . �� INSTRUCTION NO: � OWNER: �"'�,��..� B� �,� � DATE OF ISSUAfVCE: � �Y �� ( � t�' TO: � , �� rG�� ARCHITECT: �,r,�. ,�. ��, (Contrzctor) CONTRACT FOR: C��F��LrlO�. CONTRACT DATED: �—��'�'��'�� ARCHITECT'S PROJECT NO: �� t ` '� . The Work shall be carried ou[ in accordance with the following supplemencal ins�ructions issued in accordance with the Coneracc Documents without change In Concract Sum or Contract Time. Proceeding wich the Work in accocdance wi[h chese inscruc�ions indicates your acknowledgemen[ that there will be no change In the Contrac[ Sum or Contcacc Time. Description: ��'� Grt'O��l�" k� �lN��l � t�'�.-I� ��I � �� -�u�-�� t�;�. �� r�iU�-t- �•�u� � -�-�� - �ot �" . -_.. �u� "t'�. �� -j"o c..�� s,'f `�. �/ � ��-�� -� ��-r-: AtI3Cfl(ritR[5: (Hera insert listtng oJ documents tbat support descript(on.) l�� —J � / ISSUED BY: �_� %lCChl CC �CAUTION: ldou should sign an origlnal A0A document whlch has this cautlon printed In red. An orlginal assures that changes wlli not be abscured as may occur when documents ere reproduced. AIA DOCl1MENT G710 • ARCIIITECI"S SUPPLFhtENTAL INS'iRUCTlONS • 19y2 �DITION • AUo •�O1y92 T}iE .�MERIGN INSCITUTE OF AkCl11TL•Cf'S, 1735 NEW YORK AVl:NUG, N.`7V., WASiIWGTON, QC. 2t)O(Xi5'_09 wAarrir�c: u��sed Pr,ow�oE�y+� �� us. �y�9ni ��,d wiu �,t�ka cno �iot�or w t� p�bc.:�uo�. G710-1992 .�....> _s. _ - - �.�.._>- _-��_=-s,--,.�...�ww.._ _,�.. _..,..;� - ... ...'--"' — - .. - - �- � � ARCHITECT��J Owner � l I Archicect � � ' '� SUPPLEMENTAL INSTRUCTIONS �d�'R�'Ed-N�G"�t`�i.C—Consultant � Contractor � j Ficld � i A!A DOCUMENT G710 (Instructions on reverse side) �� ,�,�� O[her � � �' � PROJECT: �j�,�L �O�-•�C� �„--'` ) • ARCHITECT'S SUPPLEMEN'C L i (name, address) INS"I'KUCTION NO: ��— ; 7� �_ -�� OWNER: "�"�,�� e� �,� � DATE OF ISSUANCE: � ��.,� ` � ��L�-` i • � TO: � , �G l� �11�r,Y,, „G� � l ARCHITECT: ��-,�, �... ��a ,� i-� (Contractor) �t",.� o�-�' I�y.� CONTRACT FOR: G�� J�`C�{1C.,rIO� CONTRACT DATED: �— ARCHITECT'S PROJECT NO: �� 1 ►� The Work shall be carried out in accordance wich [he following supplemencal instructions issued in accordance with the Contract Documents without ch�nge in Contrict Sum or Contract Time. Proceeding with the Work In accordance with these instructions Indicates your acknowledgement chac there will be no change in the Contract Sum or Con[racc Time. Desc;iption: �' � � � � . �.�s.� �. �.� �. ��c-t�c��-- c�x-�c-�.. . �t" T� ,�-� �,�� - , ��-t=�- �-t��.�► col�� 1-rt-�� e- � ��4i c� �� fl �� ce�-c�sz ot�t L�� o�- �� .�t ��. ACt1Chtl1Crit5: (Here lnsert I[sting o� documrnts tbaf tupport descrip(JOn.) �-,�.-� �'�-�-r. ISSUED BY, CAUTION: 1Rau should sign an orlglnal AIA document which has this caution printed In red. An origlnal assures that changes wlll not be obscured as may occur when documents �re reproduced. AU1 DOCUTAENT G710 • ARCHITECT'S SUPPLL'MENTAL INJTRU('fIONS • 19y2 FDITION • AIA' • rOly92 T}iE MfERIGN WSfITIJTE OF ARCIfITC•(.TS, 1735 NEW 1'OItK AVL'P�iJE, N.V('., W,�SIIINGi'ON, D.G 2(H)Oii-5?(� B • � c . . • C �' C� b � p 6 6 a. . . ' ' � . ,., ' � , � � ' �� 8 CO��'� �l1". �T��l I.� �� 7C! `l./"1� I I°.c/`�� Q.I� i �� o�� '-f� �� N � �� . . 3 A4 k . . . : ��:1- . •� - - ---- ,� � ,. . .w._...,,,__ .�� ..___�.�._. - - _.:.— --- ,,v . 4 �._....._,�.� _.. � ARCHITECT'S ' `` SUPPLEMENTAL INSTRUCTIONS A!A DOCUMENT G710 (lnslructions on reverse side) PROJECT: �%�,IL.� i "�' � C�L '' `_` � ' (name, address) �� OWNER: "�'�,/�...� 6� �,� � To: J . �l�,t.� �O�-c,-�t cd� (Contractor) CONTRACT FOR: G��-E,�T�14� CONTRACT DATED: ��'.�-�'�� Owner �Archicect � Consultant Contractor ��1 �.� �\-j�� Field Ocher . � . : � ARCHITECT'S SUPPLEMENTAL INSTKUCTlON NO: '�� DATE OF ISSUANCE: � � I I' _1��-- ARCiiITECT: ��,',�--,�. � <�.�� „� �.-� i �-'�i'y..� ARCHITEC"I"S PROJECT NO: �� 1 �� . The Work shal! be carried ouc in accordance with the following supplemental instructions issued in accorciance with thr Contract Documents without change ln Concrac� Sum or Contract Time. Proceeding wlth the Work in accordance with these instructions indicaces your acknowledgemen[ chac there will be no change ln [he Conecac[ Sum or Con�ract Timc. Descrlption: � ' �F�-'�� 1 c � C�t�� --�7 �l�l�—�c�'i�� -�--�C'.�s.�" fi � � �� `� �� j�'1-�O. �1 A[CaChmen[S: (Nere Jnsert f[sting of docun�ents �ba1 support descrtption.) ■L � i�L�-7 0 CAUTION: l�u should slgn an orlginal AIA document whlch has thls cautlon printed In red. An origlnal assures that changes wlll not be obscured as may occur when documents ara reproduced. AlA DOCUTAENT G710 • ARCHi1'ECI"S SUPPI.EMENTAL INSI'NUCTIONS • 19y2 tDIT10N • AIA� •�Oi992 THE AMERIGN INSTITU"CE OF ARCIIITECi'S, 1735 NEW YORK AVENUL•', N.`J(!, WAStllNGTt7N, D.C. 2000Ci52Q9 x� _ . .s.., ..... . _ srrrr�erri � . - - :.�,.� ,-.:�._,...,._._.....,.,. - -- —_- _—` •_ _ --•.-,.....-� _ .. .�_,.� �.,�- .� _ > r...r..,..� � � ARCHITECT'S ' '` SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reuerse side) PROJECT: L �O�)C_� ��. \\� (name, address) �� =�'� "`_°`(,� T�T w OWNER: "f"'dyr�/� 6� �,�� TO: � , � l'�� p��j C,"C(�t—� (Contr.tctor) CONTRACT FOR: G��?`�,JC,T��4�1 CONTRACT DATED: � Owner Architect �K� Consultant Contractor �� FieW Other ARCHITECI"S SUPPLE�ITAL INS'I'RUCTION NO: DATE OF ISSUANCE: e :� : . . ► ARCHITECT: ��-,�,�, � C�.�� ARCHITECI"S PROJEC'T NO: �� 1�� Thc Work shall be carried ou[ in accordance with the following supplemental instructions issued in accordance with the Contrzct Documents without change ln Con�c�cc Sum or Contrac[ Time. Procecding wlth che Work in accordancc wich chesc ins�ruc[ions lndicaccs your acknowledgemenc that there will be no change in the Contract Sum or Contract Time. Dcscrip[ion• �- . �'-�� c_� 1�1 �zE`��S-� "1"0 �� 4 �- � �z � �. �T'� c�p,� �� c�t, �—r- ,��(t� c�at�.�-� �-�-t-�� -.-c-��.s �.� ��c--r�.c.�-� t�C��tT� , � A[C1Ct1[11CIltS: (Hm instsl !!sting oj documents tbat support descriptlon.) �� --t�=t�t"�4-'�t,S _ � BY: �AUTION: 1Rou should sign an origlnal AIA document whfch has ihls cautlon printed In red. An original assures that changes will not be obscured as may occur when documents are reproduced. Alq p(KtJ1AEM Q10 • ARCHITECI"S SUPPI.EMF�ITAL INSI'kUCfIONS • 19y2 �DITION • AU� •�01992 TtIE AMERIGN INSfITUTE OF ARGlITL•C'IS, 1735 NGW YORK AVL'NU�, N.W, WnS11WGTC)N, D.G 2(N)OCi5209 wARNUrG: unuow,.ea uno��pt,Ins, ,Ao�acaa us. copyri�tu i�, .na wiu.�lect u,e vblm� a bad o�osecuuo�. 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' � � � �p` � I �O �z b? �� " � ': .:`i ' 2 � -� ;- , � � M �, 2 . 4-�0'� ,�I » � --- �� 3 � ; � �,,i+ , -�. , t. i �„� -,� ^ , , � i , w' � .. ,.� _ _ w: s � 'I ' , �� YV�� A15 �� _o�i �� ZJ � -- _---- �I � - I /�'� - --- - - . - - - -- �' 2�' � - - - - - ----.. __ _ _ ___ -- --- �---- ,-' _ _. 2� 5 ��. n �_ _.._,...__.� � � � � � � I � � i i j � i � � , � i , � � _ � _. __ i ' - -� - - - --- ---- _ _ - - � ' = i� � s P LvGI�#� ��' 5 �- � �ii � � �� '-=------ ----------- 22�- 4%�i lv i -� �� v- L � I------ _ � , I _� - I �I I � -- — �_ � - `�'�4 � �'i . �� r �i ► �%4 � � � ��..___ ' � � -� 1 �' - �� S�-o� 2' Ib� - ------ ---�-- ' . - ---- --�i,--- � � � I 'i _ - - --C� ; _ ; � � � I ; �, ! . - _ _. :� . i � � � � I I ' --- — — - �\9 ; I -- � � 1 ��'�-12�� 4zj� -�'; � , � � � -- '�'� N as o+s `��..._? -� �- , d ��-% v� , .. . _ .. _�.__._.. �...:.�.._._._._ ___..�..,:._.�- __�- -- �__...,�, _ __ ._ ... _y-- ___—,_, ...._..:.�,-..<�.__ _ .,._, .._ _ �...� ..,.:�_ - • �.» �, �� p � ARCHITECT�S Owner � Archicect � �'�� SUPPLEMENTAL INSTRUCTIONS �Io�,�se-�i��E� Consul[ant � • concraccoc � ' �' �� Field AIA DOCUMENT G710 (Instructions on reverse side) Ocher � .-, � .J PROJECT: ��(i �D��« �-� . (name, address) � L� _ �'��(� ,�� OWNER: �Q(��. � �� (_.,. TO: �^�� I �C.� . . (Contractor) CONTRACT FOR: �T"f-S �-" � CONTRACT DATED: Ci2 ARCHITECT'S SUPPLEM_ENTAL INSTRUCTION NO: �� DATE OF ISSUANCE: � �� l�� ARCHITECT: ��"T" � ARCHITECT'S PROJECT NO: l �%� The Work shall be carried out in accordance with the following supplemental-instruc[ions issued in accordance wi�h [he Concract Documents without change in Contracc Sum or Contrac[ Time. Proceeding wi�h che Work in accordance wi[h �hese instruc[ions indica[es your acknowledgement chat there will be no ch�nge in the Con[ract Sum or Contract Timc. Descripcion: �:. C�SC��-c��--_ ��a� ��c_�r �s�._ �c'�.-�— ,�.�-r ��.� � C.�� '�Z�t '�.�-- �. . AI[3ChI17Ct1tS: (Here insert listli�g oJ documrrus tbat support detcription.) � ir I .� ..� ISSUED BY: � � ra' ` - .. CAUTION: 'lfbu should sign an orlginal AIA document which has this ca�atlon printed In red. An orlglnat �ssures that changes will not be obscured as may occur when documenta ere reproduced. A!A DOCUMENT Cs710 • ARCH11'ECT'5 SUPPI.EDiENTAL INS'I'RU(�'IONS • l��)2 I?DITION • AIA� •�OI�)2 THE AMERIGN INST17"UTE OF AHCIIITGCIS, n35 NFw vo�tx .�vEr�uG, N.W., WtitIINGT(]N, DC. ?Q006�5209 YiWANING: UnUcerieed photocopying Ndates US. copyrtght lews and wlll aub�ct the vio4alor ►o �egal prose�uUon. G710-1992 �.. . �, , . � _ _ _ _ ' � 'Pt. _ - ._._...._...`_'_._"_. _...._,__.._.._.__�.,..... _:....._�...�_ ^ Monroe & Ne -e1X ,�B VIt1 �. �ot �c:� � �,. Eflgineer9, IriC. SH�ET rro, QF CALCUlATEO 8Y OATE I`� '��- 1� CHECK�O DY OATE �. .:...._.:.._..... , . ,. .... . . _ . � -� '_ .. "":'"' ' , �r'��'�. . ...,� . _... : ...... . ........., ......... ......__....... ...... . ... . . . . : _ : i :.. : �1��" ..�...�.�','or� ...:... ....:.. ; . �.. . . , �o�. 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' • ' ' ... . .. � . ... . . .. ... . . . . , . . . . ;.... ...:. I . . .... ; . . . , . ...... .. . � . ........__ . . ; : � ' . . . . � .. ..... ......... ................. ' � . . . ... :.. . . . .._.__ ' ' . ...... _ ...... . . . . . y�� . , ...: .... . . . . . ........ : . , ......._........ , . ,_..._ : , .... _.. . , ........ . � ..... . : : . . ; , _ : . . , , . ,. � , � ..�� . . ............ .. ;. ............ ... .............. , ; � : , ,...........,. � . : ....�._ :.....;.. : : ; ............ . ... . . .... ... . . . . ................ . . ............. , . . . . . , . . . . ; ............ ,_ . ; : : : ... ..... . . .. .. _...... . .. .. . . . : ..�. ... . _.... . . : ._,.. , . ...... ,.... . , ;.... . . .... .. : w. ......... �...... �A ' . .. �... . : : � -� . � i � . , ! .... .. . i.. . ...� � • i ...w.... : , , � . . ........., F � � . .... ._.. .� .... .. �� : � ' . : : � : . , .... ' "' ...�. ... � . .... ' ,.. • �1 � z�4�� 3��X ��,,. . .. � . 1� . _ .. . ;.. : . . ,. ... . . . . �� . .. �- . ., . . .. 1 . : �, : �: : .. ;. . . .. . , : ,_.. ��x�` IIx A . . . ; . .. . , .. . . . , �. *� I z .; , . :.. . �.......... ,..�.. ; . . _ . . �, . . . � . ... � ° jz�� . . . ..... . . ... � .....:.�. . : � o�l ��►�c _�'� , ..... .. . . . ...... , ` '. � ... , , . .. �.. :..... . . . . . . r . . . _ . : ....... . ... .. . ,.__.. : : ... ,... . .: . ._. :. .� .... . :� ... ... : . . _ . .._... . . .._ . . . . . 1'1�'� � . . � � __ _ . .... , . . . . . ... . . . . ..... : ; . � . .... . . : . , : . _ --.�...._ . . . . . . .. .� , . .. .. .. � �l � : . .. �� :: ; .. : ,. ; :....: . .. , . . : . . , ........ , . ... ,. . � ... : : . : : ... . . :� . ; :. ; ��'f� � .. ._, . , ,, � ; ;� : . ;.. , :� ...�_ .� �. , _� _ : .. : . . .. _: : : . . . � , _. ... : . : : . _. . .- , � ; >y,: . F,. . _ ,. _ . , . ... ..... . . ...... .. _ I ,�, � . �-- - --. ARCHITECT'S �'� SUPPLEMENTAL �. ,-� � INSTRUCTIONS A!A DOCUMENT G710 (Instructions on reverse side) PROJECT: �I (� �D�IG'� �� . (name, address) ^� Lj. �' � D�� l �� •� �z� �� OWNER: fiQ�,�,'�. � % (� TO: �..�� i-� , (Contractor) CONTRACT FOR: �S N� Owner �,,�{�,,,I Arctiitect I " N`�►"�� I�YiICLi-Consultant Contractor Field �--��''� ��N��+-t''�- Othcr ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: I � ►; ►: . � _� DATE OF ISSUANCE: ��/(¢j�Z.7 � }�� ARCHITECT: • � ARCHITECT'S PROJECT NO: � c� 1 � CONTRACT DATED: �2 �� The Work shall be carried out in accordance with [he following supplemencal instruc[ions issued in accordance with the Concract Documents wlthout change in Contract Sum or Contract Time. Proceeding wich the Work in accordance wich these inscruc�ions indicates your acknowledgement chac there will be no change In the Contract Sum or Contract Time. Dcscripcion: � � ��c_.JC�fie�� 1f��S. ��—�� `i'O C�-Jc�'��.'�--�� I � ��, A[t1C�l(T1Gt1f5: (Hen lnsert (istG�g oJ documenfs tbat support Aescrlptfon.) ISSUED ' �C �s.,-,�'rt'��-4- . CAUTION: 1bu ahould sign �n orlginal AIR �i�cumsnt whlch h�s thiQ ceution printed In nd, An orlglnel assures that changes wlll not be obscured as may occur when document$ are reproduced. AlA DOCUMENT GT10 • ARCi11TECT'S SUPPL1:h1GNTA1. 1NSIBU(:1�fONS • 1992 t�Uff10N • AIA� •�OI'�2 TIfE AM6RIGN INS'1'17'UTE OF AkC111TEC'IS, 1735 NCW 1'OHK AVGNUE, N.W., WASIIING'fON, UG 200o652p9 wARwNC: unuc«�sod prawcop�Miy v�olau. us. copyriflnc iawo a,d w+u sub}ea a,e vlolaar w bgel prosea,u«i. G710-1992 a.:.,.,., _._...s,._�._.._..._.1._.>......._�_.._ �._a. _.._-..�.... �._...._._d__..,..., _.._:. .._ _.. , ._ _ . .-� �--...____ __.. _..-'--- - � �---- - . _. ..�... . -- _ ._ _ .. . .�..,.� --..�...�. ._..-•-_ � . 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G�NO'f�S �7CIS'fNr G Z ROOF SH��'TFPJG 5/8' i40/ .. .r _... �..-.�s n w� C� c11� 1/'H.1 .. - _... _"_ -_ � - - � .._. __.. . . . . ......_.�.., _ _ - --- ..;��:�a:=�'-_�—�-� R ARCHITECT'S ;"1 SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: � ( (� �Q(��('�� (name, address) � !� _ �'" � �� ' OWNER: fi��'�. � % (� TO: 1--�� l f"�� , (Contractor) CONTRACT FOR: �S ' l� ""';,a d Owner / Archi[ec[ ��IE't�%'��(� (� Consulcant Contractor Field ��.� �i.�� Othcr ARCHITECT'S SUPPLEMENTAI. INSTRUC"I'ION NO: � t / DATE OF ISSUANCE: r��j�Z. �� Axct�rrECT: �-- ARCHITECT'S PROJECT NO: � c%'-1 � � : CONTRACT DATED: ��. �j�,� �%� , The Work shall be carried out in accordance wi[h the following supplemental instruccions issued in accordance with the Contract Documen[s without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with chese instructions indicates your acknowledgement that there will be no change In the Contract Sum or Concract Time. Dcscripcion: -�` \ �' �� '"5��-- �� .-� ��t�� o �"�-- 1�-�� —r-�'P�t—�c�{' �c�-�-�. . � AtldCfl(T1Gt1[S: (Here rnsert lisli�tg oj documents lbat suppor! description.) �E �`'�'�.d �'c]f ISSUED BY: ¢AUTIOtJ: Ybu should slgn an arigfnal AIA document whlch has thls caution printed In red. An origlnal assures that changes wlll not be obscured as may occur when documente are reproduced. AIA DOCUMENT G710 • AN<lII7�ECT'S SUPPLL'M[iN'fAl. IN51'HUCI'fONS • 1'�)2 l?UI'I'ION • AIA� • C�il�2 TiIE AMER1CnN INSI'il'Ul'E OF AKCifll'ECiS, 1735 NGW YOIiK AVLNUE, N.W'., �Y'ASIIINGfON, UC. 211IXH;5z�K) nwawNC: ur,iic�naoa pnawcopy�Infl vrolates us. c�yrtpnc tawa .na w�u a,t�}occ ab Wotato� a bgal p,oeecut�on. G710-i 992 �. -4 e1r ys-L• ..i.t.ee..�+ �- r t �i�-i�� i�:a� N�ox�.z�ae t�t01�r � PdEIJELL : DEh1�.1ER S� N-ewe�l �,��, �. i� i%i11 $L.� $U�[C �� j.)CAYCf. CO�Ol7 $Q�02 C3o3> 23�9� �%7i(�• �o� �111.�.� �� ' �z� � �17 zZ 'E FOLLOWING WAS NOTED: -t,, r��', 6E�E��' P . �=r�� OATE �00 NO 1- �-9� PROJ T/ �� %M'' � loG �7t �� -- -- co�+� hcr� �12�3� owrtcR wlAThtEtt TCMh. � � AL AM ° at PM DAGSEt+T �T Si7C �R 1 �rs r ��► ' , i�' r,rr i / ' � . �-� �rf.i �-' ` / _ � ' � �b J � ` %� r , / . � . � � � � / �� ' 1 L ��._ . � ��L �� r� � Q� �.� � �� . � #4- �o ___ �-� `� 7`�� f ��.�, _ w�I/ .��r� �� . _�.��- r� �. � �� ,�7� %�� n� � r �Gf .� , r , �/ + _..�✓•�f%' �� r . ______ . ._��_ ,,_ .� _ . ,,. ��.�.�.�.�,�� '.�..��. � � �µ�.t �� ► Y , ,� ,,.,./ ,_-! ) , i r, /1.7, � /1 A7 ir,.�15? �, s � �. � �, �� nS-r.,r�-,-., ._..__�s�ii.."ir '�r��T��--__ ._�,� ..,_:—=_;.o,.,._......-.....__�.__� . _ '. _ ' _ ' _ _�..__ " __ _ _" i w..,y....__:...,� � ARCHITECT'S ,"�� SUPPLEMENTAL INSTRUCTIONS .-� � A/A DOCUMENT G710 (Instructions on reverse srde) PROJECT: � I (i �D �I « �, (name, address) � Lj. �' ,j—� .p� t� , OWNER: ��. � %� (� To; � l f—�-C� , (Contractor) � CONTRACT FOR: �Qt—�-S f F`1[� � Owner Architect Consultant Contraccor Field � �`-(�t�i. Othcr � 'r: ■ : �:� ► ARCHITECT"S SUPPLEMENTAL INSTRUCTION NO: 1 � � DATE OF ISSUANCE: �`�"��y �� ARCHITECT: �— ARCHITECT'S PROJECT NO: � c:�'\ � CONTRACT DATED: 22 �j�� The Work shall be carried out in accordance with the following supplemen[at instruccions issued in accordance with the Concract Documents without change in Contract Sum or Contract Time. Proceeding wi[h ehe Work in accordance wi�h these ins[ructions indicztes your acknowledgemen� that there will be no change !n the Contract S�m or Contracc T'ime. Descripcion: ��-` ��--� � - � � ►_J� � �, .. — /i[CICt1Il1GI1tS: (Here Jnsert Jistlr+g ojQocuments tbat support descrlptlon.) ISSUED IIY: �e� �- � 07 �zz ,�,fifi,�#+��t-, C�� T�",�C.�'��"� I C.�(,�=�'� 'GAUTION: lbu should �Ign an original AIA documen9 which hea this cautlon printec� In red. An orlglnal essures that changes will not be obscured as may accur when documenta ara reproduced. AIA DOCUMENT G710 • ANCtl17'E(-1"5 SUPPLGMIiNTAL INS1RUCt�. ;;; • 1��I2 l?UI'1'ION • AIA� •�01��: Tl1E AMERIGN INSI'll'UTE OF ARCIIITGCIS, 1735 NI:W 1'OKK AVENU6, N.W, WnSII1NGl'(�N, D.C. 2(HwCi52q9 waaruNC: ur►Ilceti.ed a+wbcopyiny vlotaces us. oopyrignc tawa u,a wiu .ubjacc u,e v�olawr to bgal prosecutl«,. G710-1992 .�.,.�-,._ s. . •_..� .....__...._ .�._. _..... . _ - - -- - - - - - - - - - - - - - .. . . ._�:, _ _ . __ .. . . _ . �. . . ._.. _ --�-;, , -- .__.� __ _ . . _.. ..: . . r. . � � � � � 2�' dp 2dl'�II � ZI" �I � I^�1 �' - �� '�'i" I I -d i i ' 1 i q � q 7-C�' °� -o I�-o -° — — -- -�- 'j�� , � 2 0 ��-�u �'�'T�2'� ,� �� -�-: 'f"�> �L 1 0 / � L .- � > > �` G i i o ' II 1 loL.vl°�' ; I . L . L . . ;a-� . �� , %4'/�,�t� �� •� �� ' -° \� ) � � �. y �► ; _. _. _ l I�I��\\J//I�- \�/1' �♦ / � �. � � il� ` ' � � 1� I � ' �� , � % �� 1 �iti�r�lll� I� �- � , l, � �•��vi, � _.�i-�flilt�i7 , � i `� � _"_ � � ` �!� i , si r _ ., _ � � , i � % r i► •� .,. � y I ,r, � � , � ( � � �I � � ► �. � 1 \ �, �L. ..�- � � ✓� •.. � �i��..i��:s ta�� i �^�i �.:.� � �.� � � . ■� _ ; w,.��; � � !�j .. , 1 �' � '"�== '�iai �.•.�. �.,., � � i1�i .► � .. ..- _ �0 , � , , .I�.'`�`� �,I �: ��i ' - �� t� ._�-.- �,.� ,�. � fi s� � III j/' i -�• �c � i-�� j �' ; � � . � ' �� ✓ / ; . � ! : IU � �.. . � � _ _ .__ ,� _ , �, � j , , , � , �� .�3►, ; � �' ' �, �a L� � I►► � . � y � � � ; I� i�� -�- �� (. �i � Jr .� \v �f11 _ __�-�-_ _ :. �� , i!i - �.L � � . � �� , � .Fu� �. �.,r - �� .r ;� ��:., Q ,� ,.� � �_� �.� . � I , - .�� I �r� � �- , �ill� � � /�!1 �� ii�V/� , m \ � � 1 ��I � ( I 1 � � � � ��' � ✓• � � °,�j ' � �� r� � �-� ��• � � � I !i �' 1 �� — r 1� �.� , „_�_._._..,., ., ,, ,: i � � j, ;� �� ., � i � r � � �� . - i . , I` � m 1" , . , �,, , , . E�� , � � I� .�. ,► E•. ._ �i1 �ii�:.�..,� ��.�. :,..._w.._...s.,.:�.. . . . . , _ . _ �_._.��<._..�.._...._._:�..__...._----__..... _.�_._.�._._. _._,._...�., I ' ARCHITECT'S ; ;"�`� SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (I�tstrt�ctions on reverse side) �� oWRe� nrch;cecc ��nr— Contrac[or � ��r.'f'ield ��;Othcr 0 ❑ ❑ ❑ ! ❑ PROJECT: � �(i ��(G-�, ARCFiITECT'S SUPPLE�j ENTAL (name, address) � L�, �'R�� INSTRUCI'ION NO: I Q OWNER: �Q(��'�. � �%� (� DATE OF ISSUANCE: � � ` (� � 1 TO: �i�� (f�.G , ARCHITECT: �� — (Contractor) CONTRACT FOR: �S N� ARCHITECT'S PROJECT NO: -t cj"1 � CONTRACT DATED: 22 �j�„� � The Work shall be carried out in accordance witli the following supplemerttai instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance wi[h [hese ins[ruc[ions indicates your acknowledgement that there will be no change ln the Contract Sum or Contract Timr. Description: ��`t� �tsR.��ti-1 � -f'-t-� � c� ��. � �� '� $i--�-.�.—t ��Ic�t--- S�t"�F�C.— ,�s.�...�-t�� 4�! l �t�-�4-cc�. 't'`i-�E. � � �R-. 'R�'" ��t�-L�'G' GOr�C'.�s.,t�..�t�E�--�-fi" C��, NC�T �,v(� � ct� to�— �'tR� � �� t"t�- � Af[HChmCII[S: (Here insert (istrng oJdocuments 16at suppor! descr(ption.) �\�� ISSUEI) 13Y: G"AUiIQN; lrbu �hauld �I�n �n �rigina� A►IA da�c��m�nt whlch hn� thl� ��ti�n print��i In r�d. An original Assures that changes wlll not be obscured as may occur when documents ar� reproduced. AIA DOCUMENT GT10 • ARCllll'1{('1"S SUPPLLhll�:Nl'AL WSI'KUCi'IONS • 1�J1 l�l)1'i'ION • AIA� •�OI')92 � TIIE AMEKIUN INSI'1"1'U"fG C)F AHCIIITLC,"IZ, 1735 NGW Yc�1iK AV1:NUf, N.W., WASIIINGIY)N, U.C. 2(�0G�52o9 wnaNiNC: u�d Pr,o�� . us. �y��n� �+w �,d Wiu .�.t u�e �i�� cia�. G710-y992 _� �. - � ARCHITECT'S �� SUPPLEMENTAL INSTRUCTIONS � AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: � � (� � �(«� �.�' (name, address) � Lj - �'"R�� OWNER: ��, � 2�% (� / TO: � I -�.� , (Contractor) � CONTRACT FOR: �Ji -�-5 ' lC1t� Owner Archicect MK � �on5�,�an� concraccor tu / ` Field �,}�-' l.�►l`'u� Other . ■ ■ . ■ : ■ ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: (�� DATE OF ISSUANCE: 2 P� -� �� ARCHITECT: �-- '?� ARCHITECT'S PROJECT NO: -1 �%�� CONTRACT DATED: �2. �j��" � The Work shall be carried ou[ in accordance with che following supplemental ins[ruc[ions issued in accordance with the Contrac[ Documents wi[hout change in Contract Sum or Contract Time. Proceeding with [he Work in accordance wi�h these instruc[ions indicates your acknowledgement chat chere will be no change In the Contract Sum or Cuncracc Timc. Description: �'• '�c�c�� f t�l � — ( ��(� � �' 1� � t-1� `� vs/,�."'t,c,�Z � �-C't"�c�l-�4N� . A[4'iCt1(TiCI1CS: (Nrre insert lrsting oj documen[s �bat support descrrption.) �� -C-�',�{ ��,��— t ISSUF.F,� IIY: �.ct—� l.,�c�'.�"c c� �AUTION: Yiau should slgn an original AIA document whlch has thls caution printed tn red. An orlglnal asaures that chenges wlll not be obscured as mey occur when documents ar� reproduced. A!A DOCUMENT GT10 • AKClfITL<T'S SUNPLEbfENTAL INJTRULTIONS • I��)2 I'DIT'fON • AIA• •�OI<�2 7'I1E AAtER1GN INSTITUTE OF AHCIIIT'G(,'IS, ]735 NEW YORK AVENU[, N.W., WASIIINGTON, DC. 2001Xr52(X) waxr�iNC: unu�«►sed prwco�y�� . us. �yrt�r,t �s �,d wiu �s �r,e ��o�wr co � pros�uu«,. G710-1992 _ .�..,r.;_.;.� ..._. _�� ____-�____.__---� - __. : _ _ . ,.. . - - - _ _ __ _. _ _�.� _ ._��...�. __ � �.,...., ----�_� _�� . . � � i �I , �1 �+cF t:��-K��{ 0 2 � �� l t2��z,�� "ir.� ��' �-�c��- .. _..�_.:_ s.�_.;._,._..,..,, � i� _ . . ----------� ARCHITECT'S �� SUPPLEMENTAL INSTRUCTIONS � AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: �I(� \C��IC�, �' (name, address) � �- �� ' OWNER: ��'�, � �jS� � TO: � � f�i,C� , (Contractor) � CONTRACT FOR: ��f- � CONTRACT DATED: 22 �j� Owner Archicec[ �, ((� � Consultant Contrrctor r• Field �� LA��ther ❑ ❑ 0 ❑ ❑ � ARCHITECT'S SUPPLEMEN� INSTRUCTION NO: Q DATE OF ISSUANCE: 2 �-�� ARCHITECT: � � � ARCNITECT'S PROJECT NO: � c%� �� ✓ The Work shall be carried out in accordance with [he following supplemental instructions issued in accordance wi�h chc: Contract Documen[s without change in Contrac[ Sum or Contract Time. Proceeding wich the Work in accordance wi�h these inscruc�ions indicates your acknowledgement that there will be no change in the Contraet Sum oc Con[ract Time. Descrip[ion: ��, : Gi ( t'� �'C�t�i � �C" �� . -� �C`�'r-c�-1 dR- '�',��Q�. �.rt �'�T ��'p d'� Gj. �d�-�"�'�QE. �, g��`�.6.c._� �-� "�'t''C"r�c-�'l�i-�� ti[t2Ct1iT1C11CS: (Here insert (isting ojdocumen�s �bat support descriptron.) � � � � •= BY: �CAUTION: l�ou shoutd slgn an orlginal AIA documeni which has thls cautlon pr(nted In r�d. An origlnal assures that changes wlll not be obscured as may occur when documents are reproduced. AIA DOCUMENT G]10 • ARC1117'E(.'T'S SUPPI.LhSGN"f'AL INSTNUCI'IONS • IJ92 Elll"fION • AIA� •�OI��)2 TIfE AMERICAN INSTITUTE OF AkCliITECiS, 1735 NGW 1'OKK AVENUL•, N.W, WASIIINGTON, DC. 2W(Xr5209 WARNING: UnYcalsed P��PY��fl vldates US. copyrlflht lavw end wil! aubJact ihe violator tn boal otoceartlon_ �;�tn_t44� ; . �. - �,..�.�. _. _ _�. _ ,_ _ _. - - , . _ ---- -- - - __ _ ._ __._ y_ _.,.._...��, __ __. ��r._ _.f_ �....._.. - - �� . � i . t y _ - ^ �_��.�..�s r � ��0�-0i-i59J SG•G1 FROri ..� -- 317 � CbNC WAIK TO MATCN ��x ToP o� wA�K , •�,�,r�,_ r ~�' i. `�� a � ,_^` � N �`� ,��i ��`"�-----��' • � ""_�---,-.�� 4�30' /c'�� T � -. 1 r� �, ��' -� .� � � "' ` ►1" L� - 1 � � '-- ;.. �`'- _ '' r �-�,.,;,��`` y � � t . �--� �_.._� PROP ASPH �XTENSION -�, �' �`. , _ ; �� , ; /; ,, I � / � / � �•' / / � i � � � � � . / / � i� , � � i _�''l _ rE��:� y t .0" CLEAR _ I�_ �'� �� ,/ � =)3.25 'Y�^�.�� / /� � �n Q,`b Q. �U <U Q /N ^ - .� ` � � N ��,� -i-,. -_.'> foo .�Q�Q� �j � a- � � TO 5347722 P.02 P o�R c� a �P �C. ` S7AIR --RIS�R = 5 � /�� -RUN = � 4 �� -�, s yr �o �� 6� f ��_ 4, 4,3�' �� R � ..� 4 �ni6d �4''�..�_ L � .� ,-. _,;, � - �2.4z � ��' �F �-�-�H�� RB J ~_� `"� �, � g"X 6" REOUCER'� �` ~~`` '� .. _ y �_S��,� rrHLK `�`�; .�' --- -� li� ��' W � ~ ~ ~ ~fX. '� ` � �~~�~r~- ~ T I�: oI� _.,,� �D� �. q�,N _ � 7 0 ��-�� `n � � ,y: � �� ,� _ x�M � EX 5AN MH AQJUST--� ^'�• �,.. I �I � �� o �-�---� �81� TQ MATCN ^ - ,� EXTEN� 12" CMP �` �� FQR 1 Q' TO C�EAR HC RAMP � BEG1N EXT�NS{ON STA 16+64.3� '�-t_�`'_`` �`'_� ��...i � c,�,,� ° �I^ N�, � P R 0 P�� -�.�--�_ — . _ ��c�,�� N z �� ---�- �'� � �l� EX 12" Ct�P REMOVE EXIST P�UG � ��>99 pQ� -- � _ �"� t , ��,. 6-FQ� STA 15+48.27 41.15'F � �"-�-.-_._ l� O INV = 58_60 (-` �- - -�. - � � � � CROSSWA�� -S' IN LE►�GTFt -24° W107H -6' ON CENTER -48" CI.EAR g�Ty(EEN MaRKiNGS v N 7�'18'p� � W - O � � �n _ �r� --___ - =-�--• �-� �-• °----�-~---�--4� �--�, ` / i•-r�" � �� ----� �. � '' � ~ r1ii�-� '.1,�"'..-^`�� ._...__�� --,��_� iFg_ `�---�. y� '" �`^�... ~ � -.. / � ^ -- � • s 4 �.�_ "'-�-�� ti � ` -- �,��/' J �-._: �_ats,Z.-�, ~--��----- • +� .."----.� 1 � � •-� � � /� �' ` �_ _` 1 y �. .�..�_�1�..,1y� __ \ �i'.� j' F� � -„ �"'�-�'_- �.,;^+,.-:.., � �� / � - _ ,`�-- --- / _�" _.._""'.�_ �.� �_- . �/ � /' �-°.,�` / " / � i � � ININC WALL I ..s_.<......; . „ u.__- _ �r f_�as• a-�rii ..—. ...�v:�sw��sa - . . . . ��r - - -.= .-..-._ ..... +...-.�...�� ARCHITECT'S �� SUPPLEMENTAL INSTRUCTfONS � AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: �((i �D�I«� �� (name, address) -�Y Lj. �'"�� ".J OWNER: ��, � i:% (_, TO: ��, � � �'-�.C.� . (Concractor) l.J � '�( K � �li—I�''�V OWI1Cf Architect Consultant Contractor Field O[her ARCHITECT'S SUPPLEMENTAL ��INSTRUCTION NO: O � , DAT� OF ISSUANCE: (Q � � CONTRACT FOR: L....�3�-S N►� ARCHITECT: ��" � ARCHITECT'S PROJECT NO: -[ �%� ��i u � ❑ ❑ 0 ❑ � 0 CONTRACT DATED: �2 �� . The Work shall be earried ou� in accordanee wich �he following supplemen[al i�lstruc�ions issued in aceordance wi�h �he Cur.cracc Documencs wichouc change in Contract Sum or Cuntracc Time. Proceeding wi[h che Work in accordance wi[h these instrUCtions indicaces your acknowiedbemenc thac thrre wil! be no ch�nge in the Cun�ract Sum or Cuntract Timr. Description: �.� � � �, /� � � �� _ ! A[L1Cf1tT1CII[S: (Nare insest listi�ig oj documents lbut support �Jescrrption.) � �-�-�-�--�'r1�-��- ISSUED BY: CAUTION: YS�u should sign an originai AIA document whlch has this cautlon printec! In red. An origlnal assures that changes wlll not be obscured as may occur when docume�ts are reproduced. AIA DOGl1MENT (i710 • ARC.HITECC'S S(JPPLLhtENTe1L INSTRU(.TI�NS • 1992 l'.i)IT[nN • AlA'� +��I�i92 Tf1E AhtERIC_�N INSTITUTE OF ARCIIIT[C'f'S, 1735 NEW YONK AVENIIE, N.W., WAS[11NGTON, D.C. Z00(K >209 wARNiNG: Unucens�d ptawcopying vlolatee Us. copyrlght ►avw end wiU aubj�ct the vlolawr to legal �xoaecuuan. G710-1992 �; r,+...r—.ti. 2. .�..,.. ..C:1'f�:..—LR� . � �—se � C e-s . _.._.__ ._ _. ._.. _ ..,._..._. . _ _ _ � ..' ' .. ,. •� v � . . / 7 1r 4" ST UP. .,„ n JC�B NO.: 7Z�4 dRAWN BY: �r�-� SCALE: �/a "- 1'-0" DATE:;v- ��-43 �� Mc FALL—KONK E L �•L`V r5c,� c�,� s KIMBALL r-�le:r�2 �p�arionl �''� x —1 � __ ..r:,.�.K3. , w, . � .,.�.,,,s,�. _ . _ � .. __�._._. _...__--- ==i ___.._, � _ .� --�-i �- _- _--- ,. ,..-,. __.. �-. _ - . ..�• _ __ � . .- .. _._.�--,. .�' s c � , ARCHITECT'S �� Si�PPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: ��I(/ �O��C�� , (name, address) i7� !� _ �� D� � �� \ {� . OWNER: ��, � ?�% (� TO: -, �' l�f �� -C� . (Contractor) CONTRACT FOR: �� ' � �J�' (�� Owner Architecc Consultant Contractor � / Field �'�j�'f� r12�V6L,(_,Other ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: DATE OF ISSUANCE: l � �L� �� ARCHITECT: �" � ARCHITECT'S PROJECT NO: _i c%� �� 0 a ❑ ❑ � ❑ CONTRACT DATED: �� The Work shall be carried ouc in accordance wi[h �he following supplemenral ins[ruc�ions issued in accordance wi�h the Concract Documencs without change in Contrac� Sum or Concracc Time. Proceeding wi�h che Wixk in accordance �vich �hese inscruc�ions inciica�es your acknowledgcment �hat thcre will be no chanbe in thc Concract Sum or Cunuact "I'imc. Descrip�ion: "�t�- � �, -�"O�`f-{� ��;� ��, - T ~ �""�� ''�� A[L1C}1Rleri(S: (Here insert (isting oj documenrs t6at rupport descrrption.) �I� �T-r�-�f - �-' , i► .: ��. � :t�� 9'AUl"ION: 'Nou should sign an original AIA document which has this cautlpn p�int9d In red. An original assures that changes wlli not be obscu�ed as may occur when documenta are reproduced. AIA DOCUIdENT G710 � ARCHITEC7"S SUPPLLb1ENTAi. INSTRUC"1'lONS • l�)2 t'.DtTiON •.�1A'� •�1��2 T1iE Atv1ERIGN INSTITUTE OF AHCHl7'ECIS, 1735 NEW 1"ONK AVENUE, N.W, WASIIING'Ii�N, DC. 2QOtX� 52(K) WARNING: UnUcensad photocopying vlolate� US. copyright Ia�w and wiU sub�ac.t ihe violetu to �egsl prt�aecutlon. G710-y992 �.- _ � - - - -- - - - - — ....,_...:_��s._._.._:�.._�_..�,._��.__�.....�.�..._��_.___._.._,_.. .�.._:�_.�,.,... __ ,_., ,._,— - — .. ,� . _ _ . . _. �. _. . r , ..._•,, �.. tx 1MCWC.'11 .,00 VT�T I,L:..,. _ �:� --�'�J—�'-.�.. � "} _�� • 9hEETNO � � - --� UP � Cr��cU1.A7EQ 6Y _ oArc lv � �� .HECKtO BY_� DATE SCAIE ' • �,� ; .. , , , .. ., .. .. ; , .. �" 7'4�I�� l .. ''-�, ,�.�,,� ,� : , ; . ;. . , , . : . �r �1 �� .... , . ., � . > ,.... , . � ...... .. . . .. . .... : , c...�� ,�� _ �-�? , -- ----- �,�� ___ - ---,---� . �� —' _ . �� ,� �. �� : .: ,, , �� c?v � t��.. -� 4—: � 1� ��- -,---- �I� -�� 1 � � � �� / . � , � � . . . � ; �� . .. , : , : � �-��z'' . ....; � . . !�-,�-� ix �u11 r�x7� . , _ , � �1 .. t� aT. , .. ,. . .. , � . . : �t� ,....i.......... . . . . . .' . ... - , , � .... . . . ... _ � .�'. . . ; . i . . ...... .',}� . : . . : ' .. ... , � . f ��E�� ' r r _ , .� , _ ;....... , .... .. �� y�� ,. �i�--... .. . . , , __ : .. ��''°`�'� �1�� ' , , 1� , ��ov� �'. �, � #� � � /h? � �0�,�'1,�.� '� ,�;�`� ��J�, ; ,.. ... .. � C:��%t�`�- ; ��1�-°�'� � . J��'�j� ' �� G�--��+�� __ I ��: 3�0 ... ��%/.�,�;.��' a� �. �, : n....... . 6 -�� , , . . ; : � .,.... .,. ' .... .. . . ��- .�.. � � , __ _ . �, , ,�:. . . 11--0 .; , 3=� ... ,....... ... � .�__ � ,�r..�y_ _..._� ....��.�.�.. _...�.___.._._..�..:..�.��.__.._. __t_.�.__. � � ARCHITECT'S ; �` SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PROJECT: ��(� ��C� - ARCHITECT'S SUPPLEMENT L (name, address) 7� G'j ��rj�s�'� �_ INSTRUCTIOIV NO; � OWNER: ��+'yQ.0 �7F' �,a,jC„� To: �:=�C� c�c.. (Contracror) CONTRACT FOR: GC�� jT KLX.► 1�1 Owner Architect Consultant Contr3ctor Field O[her DATE OF ISSUANCE: �D `I�� ARCHITECT: ��"�T � ARCHITECT'S PROJECT NO: � t- - � `—� � � � � � ❑ CONTRACT DATED: �-�.. ��— I �',' The Work shall be carried out in accordance with [he following supplemental instructions issued in accordance wiih [he Con[ract Doeuments wi[hout ehange in Contracc Sum or Contract Time. Proceeding widi [he Work in accorclanee wi�h �hese i��struccions indica[es your acknowledgement �hac there wiU be no change in the Cantrac� Sum or Con�ract 1'ime. Description: � �.-�.R�� C�,� ic:4.15 1 /�.7 Z/�7-� 3/�7 �-�,�j '�� ; 7 � /�` � �C.�X.��"� -rb �..�.� � �� It-��..�C.�Ci� ��'�'( "r� G-�-�-� G-�-}�� c� 'C-��..i�. �1f[3C11R1CII[S: (flere lnrert Usring oj documents tbat support descrlption.) � BY: �A!lTIQN; �b� eh�uld algn an orlglnal AIA ��cum��t whlce� hee thls cautlon printed In red. An origlnal assures that changes wilt not be obscured as may occur when documants are reproduced. AIA DOCUAIENT G710 • ARCIi17'ECI"S SUPPLliM@NTAL 1NSTRUC'1'lONS • 1��2 �DITION • AIA'� •�01992 7'fiE AMER1G11V INS"1'ITUTE OF ARC1i1TECI'S, 1735 NEW YORK AVENUE, N.W., �X'AS}iING7�ON, D.C. L(X)OCr5209 WAANwe3: UtJio�d ptwmeopy�np v►olrt« us. copyrfytit I�wa and ww ��}ect ae� vlolator oo ieya� qosecuuon. G710-1992 .'�'- �..a...,.��-:z�.�,._.m�_Y_.�.._..c._._........_-_�.�.�_.:._J..�_._:._._.__.__.�,:.4�__...._...___....__..,.,� -...3..._.�=, _ ,.._..___ . . ---- - - - ARCHITECT'S ;'� SUPPLEMENTAL INSTRUCTIONS .�., .r-`. �- AIA DOCUMENT G710 (Instructions on reverse side) Owner Architect f.�,�. ��Fl�(..(� Consul[anc Contractor Field Other PROJECT: �,b�j(i'�1CiiC-�.r �� • ARCHITECT'S SUPPLEMENTAL (name, address) �j � ��--� � , INSTRUCTION NO: ��-- OWNER: ��,� Ci� `�/�(�.-- pATE OF ISSUANCE: (Q J),G�-�1J � � . ■ TO: ��G �"�..S,C1, ARCHITGCT: �-�- ,�-- �� (Concractor) CONTRACT FOR: IQ� ARCHITECT'S PROJECT NO: � f� �-1'� CONTRACT DATED: 2� �� The Work shall be carried out in accordance wi[h the following supplecnental instructions issued in accorclance with the Contract Documents without change in Con[racc Sum or Concrac[ Time. Proceeding with the Work in accordance with these inscruc��iuns indicaces your acknowledgement that chere will be no chanbe in the Contrac[ 5um or Con[ract Time. Description, c;�-�-� S-2 �--5,� : ��R� -c� D�F�(�t-�Sco�t �F�r'C �r�4�- `t�� o� � �.��,T�dE-1 �z�l�1�t- �s7" Co (_UM'�-j C.-( r� �' �"o �-t� �iov�� .,[� p'f� 'i"t�� 'F�c�U1�iT-3�id-t �`'1,�-1,�,— �. CO1--C)%`tE-i U t�t� ` �-�. �'�'''� �� "��1 � �' _� 11 � G�" =-t7-(� �-�t�S( O�-L "�T,�'E� t—1 C�X,U M�1 l--t c�L�S �� .�Cj ` �� -�_'��✓[ l�J ` V � —ro ( �j' �--r�. AltaChRletl[S: (Nere lnsert llsting of documents tbut support description.) �� ISSUED BY: CAUTION: bbu shouid sign an orlglnal AIA document whlch has th{s cautlon printed in red. An orlglnai assures that changes wlll not be obscured as may occur when documents are repro�uced. AlA DOCUMENT G7'10 • ARC}IITECT'S SUPPLEMENTAL INStRUCI'IONS • 19y2 �Dtl'ION • AIAm • c01��2 THE AMERICAN INSI'ITUIB OF ARCHITECI'S, 1735 NEW YOKK AVENUE, N.W., WASi1WG'tpN, D.C. 2WOCr5209 WAfiNiNii: Unllaxaed pta0ocopylr►y violate� US. copyAflM laws and wlll subJac.t tlte vlolator b{egul proaeaiUon. G710-1992 ) � L - .. #� _ ...."_ _ ._ _' � '._.._. ._.. _"" ' .�.-"_ .' '____�::-.!�:Kh:+1+� / .� ARCHITECT'S °w; �e�� a �"� SUPPLEMENTAL INSTRUCTIONS �/L�.t��(�l�w��►�s�,�„� ❑ ' Contraccor O � Field � AIA DOCUMENT G710 (Instructions on reverse side) �:��7fD �V Ocher ❑ PROJECT: y1'csJC� �1�� ' ARCHITECT'S SUPPI.EMENTAL (name, address) � Cj , '�t�-r�!'�•J� INSTRUCTION NO: �� r�� OWNER: ' DATE OF ISSUANCE: . fi�JN o� �� C� l �- ��'��'�j To: �� . � 1'� . (Contractor) CONTRACT FOR: ��CT�� ARCiiITECT: �,_L � �� `�� ARCHITECT'S PROJECT NO: � �� CONTRACT DATED: �� E�'� � � The Work shalt be carried ouc in accordance wi[h the following supplementai inscruc[ions issued in accordance wi�h the Contract Documents wi[hout change in Con[ract Sum or Contract Time. Proceeding with the Work in •rccord�nce wi[h [hese inscructions lndicates your acknowledgement that there will be no diange ln the Contract Sum or Cuncract 1'inic. Descriptlon: �i�-�-�!( t�- �`t'�%—t.— (��i `��'�- �� 1� �,� � AfGlChmell[S: (flere lnsert usttng oj doa�ments tbut suppor� drsa�lptlon.) �'. ,�-r- ��-�" � Architect �` P,�tUTiON: tibu should elgn en original AIA document whi�h hes th(s cautlon printed in red. An original assures that changes wlll not be obscured as may occur �++hen documents ara reproduced. AIA DOCU6IENT GT10 • ARCiill'NI.T'S SUPPLGMENTAL INST'RUCI'IONS • 1�)2 ED11'!ON • AIA� • �019�)1 � TFiE Ah1@R1GN INSTITUTE Of ANCIiII'ECI'S, 1735 NEW YORK AVENUG, N.W., 'X�AS1t1NG'IT)N, D.C. ZW(xi5209 WAANWCi: u�la�wd ptatocopykiy vlo�aee� us. eopyriynt la�a �nd wW at�eet tta violatot to Isgai {xaaecutloeti. G%10-1992 ... _ _ _ r .,,�,..,�_�_ :� ;_. _...�s - _ �., -- --._ . . _ ...._.._._.�_ .�-_..---- -. __--.� � y: ' �oa V ��l r � �`� �c ' �� Monroe & Newell SNEETNO. ` o� 3 oF Ert�l�eers, I�C. CALCULATED BY DATE ��—�'� CHECKED BY DATE /�j I SCALE �( f/ I,� � "�, �... _ _,. . _ , . __ ,. _. . . � ' .� _ . . i � � G z T — I-31:�M .. y� ...�.._�. ' -•- ., �- .. " ` . .. .,.� . . . I . . . � � � , . : ' � � � �' - . .. .. .. �..... . ..:.... : ... ..... . .... ..... . . .. .. . .. . . . ..�,..... , ..... _ ....... .. . . �� 3 . �v' z�G�lc�4► � � �� ' N�l�� ;� , �� 1 , �� 0 C �`'�y � � r��- �'' � . ( . � _ _ ___ . ., _ _ � ,, i . : _ ; _ . : . T� sr�� .b�-,a�! , �nz� id- I = ,, � 2 �'� � o m _ . , . , __ � ' a_. ___ . ( _ . 3 _ �a _ _ . _ � � v � -� ( I _, , � � , r � � � � f� v `�' ; � 4 � FV �, �, "'c� ._ \, . �� g��n8 , - ( _ 8�� I � T: o • ��. -ro� i' �� l�o � i�� llo: �� ( I � ( _ =M �� n 2 �� I��,l4 , ,, � — - ��' �TG � ' �� -�- .. . . ��T %�' � 'G. L- ��'�M „ p�ovi�L% �-�.�� V1%�-T�.� /n1 � �� T' G��S �� C �� ;�'1"S � I � V � �� l�'- C -t-- C I .. �� - . . ,..�,.,.,�-,�� ,, .. � . . . . . __.:,:...:.:__. _ .. _ -__ -. -----�._.,._�.___�.--- --._ ,._- -. . �_�.. • JOB V / 1 I � I�� ' ' �C.�,� � ��L"�1` SHEEF NO. � � � � OF Monroe & NeweU �3 ^.— En�lneers, IfIG. CALCULATED BV DATE � p�� CHECKED BY DATE SCALE _ � .... _ _ _:_ . _ � , ' �''��1C'= �-�"� : ``% , . .� _ . _: .t ��r�� ._ . _ _ ,� �4� 1� . �/ � , . _: _ . ..: � . . ; :_ .: __ . . . .. . _ . , , , � ; __. : _ __ . _ : _ . . : _ . . , ... ; . , : _ _ ..:. . _ : ._ _ _ _ . _: _ _ �� _ � , � /" _ . . _ . � _ . 'I ._.._._ __.. �? G. �..,- ��r� �� . .., , _ . , _ _3/q,�-,o . ��— �rn h ��q�' �� i i� � � �% �`'�� Y% Iv/ � �, �� i� �� i1/ � ,,..:._..,.,-�. :1�._._.,. _.}..._.r__�.,.... � � �.._�._a...._r._.:...��_..._.._�.�. _..�_ ..._...._.....,.-_ __. _.._�,...... _ _ - - . � .' � �oa ✓� I�_ __��--1� L i� u�--�. Monroe & Newell SHEETNO. -J °F �3 aF EnQlneers, 1l10. CALCULATEO BY DATE �� -� �� CHECKED 8Y DATE SC�LE _ _ ..�.. . :. . . � __ _ I . � :_ : . __;_ _ __ _ � , : � :_ _ �� . . �� _ ___ _ _ � ----- �� .�-�- �� 1 � _ _ _. 3l�'I I 4'' �'� D Y c-��14 A � r:.�,..s-._.a.,e:-R.�.,._.:.........i� � � .►..�..�r�:�...u...-...._,_:..,�_..�..«...-......-..-�-.....:.,. .�.—':.�..:.1_-...�-�............ ....._......_.:_ ` _ r �-----+ � , � �� . ARCHITECT'S �'t SUPPt-EMENTAL INSTRUCTIONS t�1� pOCUMENT G71� (l�islructio�is on reverse s1�le) v_.,.._..._....1....._.,.. _. <,_. - s.6 _ _. �.. _ ._._��.�s,: OWQCI ��'`� Architec� �'.il�. c_cx-1'7(.X.,'TQI.(i��:on;,ultant 1�.p��•.lE �rtt'� Contract<�r Fielcl O�I�rr ��Oj�CT: Y�i(� �LI�.'"� �'��. ARCEiITL'C'I"S SUYPI.�MBNTAt. (Rame, address) l,, C,.�E��--�'��j�. INS'CRUC:'('ION NO; Q' '' UWNER: 1�fi�-� C�I �i�-- PATE OF jSSl1ANCE: �- C��O��— �� T�, t�G ��- ` (Cantractoc) , CC)NTRACT FOR: .�� AI�CItI'C�:CI', ��'-}-�- �' �j�'�'�''�� A}2CIi1'fF.CI"S PI20JLC'1' NO: �2-�-� � � � ❑ CON'1'RACT DAT�D: �-� �� - ---- The Wock shall be earried out in acrordance with the following supplemental instructions issu��1 in accuntance wiUi tlu: Cc�niract I�oeuments wilitaut change !n Cc�rltract Sum cx Contracl '1'iu�e. 1'rucee.fin� witl� thc Wurk ln accunlancc with thcsc: ins[rurti��ns indicates you� acknowledgemenc �hat there will be no change in the Conirai�t S�im �r Cc>ntract "1'in�e. AFsc�iptloq, �� 1��Sic�.-!� 'f`"o -fi't�. �S�T��"Ct E�-1 �c�N�TS � .�t�4C� �'P� l� �� l� �S !-�� S�T� � �-.1 �7'+-l�� .�s.T�t' . �� A[taChmeRls: (Jlere (nsert Usitng uj docuuian�s rbut suppurt descrlptlun.) 1"'�-F' •' /�11 �� (' ,�� ss��n r�Y: ��i Ca►U710M; Ybu ahculd eign an oxl�inal AIA daaun}ant w.hich hae tttile aautlon p�lnted In red. An orlginel �esures lhat changes wlil not be obscured as may occwr when dacumenta arn reproducad. A►A pocUMENT ci7/0 � n[scnrr�cr•s sw�i�t.t�tdl:Nl'.11. 1NS'I'KUI:I'Ic)NS • u�t u�rcuxv • AIA�' • Gu�� TI18 Ah1ERiC'.AN INS"1'1TU'1'G nG ARCIII'1'L'C:I�, 17i5 NIiW Ycik6 AVIiNIIL', NW., \Y;�51iWt;lt)N, I)C 20ulxi�_'i�9 y�ARNlM�: UnUcensed ptatocopying NolAle�t US. copyright lauar srxl wlit qubJacl Uie vlolatu� to k�qul proa�scutlnn. C�710-1992 ;; _ , _ .._ ,�..._.��..._._...._._:_u_�...._...__...�.�. ��_�..__.. __..---- _..._�.._� ,�,.m-•..., x � :t � - • �i! k i �' �TT"�r-� r -- � { �� , � t'� � �I �� ;' r i' � �- : . . � -,,� ,,, ,� , _.__ _ __ ;:: � . ,� ;�; +,, � -. .. . ... . . 1 I ; �.. •�./�.�t ` �� f'� � i �'°' ' �r c�,? � 1�� ,, __.._..�. _ .,,.....�, _ _ � ! � �_ ; �� "t"��,�o I l� `��..�1....� ; �'C..��.� -�''� �,r�..�. ��E:�q�" � �' :�'� O �' � ► ��c�..�-,� a��.�. p ist'�� . '� ; ._ _ ; ��, _ , � "' .___.._ , . �� fi i ��-� � �- _ _ _ � � � - � _ _ ___ __ � ___ _ i ► � --._.,:� : „ �� ... �.a��:�-,� �.�.-r��.. -r-,� .�t— . . ; ; �CUR� ��-�;^�°� �r��,t� D �1�5�"�..-.�- �-,� ��t`��.. � � Sl � L�,At--1��f't�t-.t��. ,-�,~�..�,�.=�: .-� : ,, � �"'��,1 cR..��:f"r � 1i� J � � { k�� '�c.Jr'-{-�- �� 1��,. �' ��..oE�7��,,, ��D . i � �� c.� ri��r��.�t :�� ;{� ,� ,�� ?: � -�.�.. �-�c.�C� �L �'� ��'� i . � �-E,u�..� ; �= ��. ��fi � �.�r�s ; _ � ��.� w �t.i .�. '•.�'�'t�-�l� ��`D �' �.�t�.-`�J�,M,�"t lJ t� �,�"--' �� -t��=� r�-c�a �c...�-�:-r t��.�t-�.i �-s� �Y fi C��/, �-�c��"( t�i�.G� . �,fl �' ��, �_ .-� o . , . 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J , �� PROPOSAL REQUEST NO: �r% DATE: TO: (Contractor) ARCHITECT'S PRO)ECT NO: q�..�'Q �� . �r�c� C��'io�� ! I� �' 'F' ` � . �� CONTRACT FOR: �]��.(X��' I� �� 20� �-�- ��'t� �`��? ��? �-� l�k�� _J CONTRACT DATED: Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS 1S NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED W1TH THE WORK DESCRIBED HEREIN. DeSCfiPtiO(1: (written description of the Work) ! �l/ G�� /N5T1�c� D� P. l� • Nb�LU R�D� � � J / rI 1 � �r - . , . • �L . Attachments: a�5c attached documents that support description) � ' ��' � �OO . Z �p �� f�R' 'i1TECT: �� %� BY: ��/ �. v v i . -- - ONE PAGE AIA DOCUh1ENT G709 • PROPOSAL REQUEST • APRIL 1970 EOI.TION • AIA� • OO 1970 • THE nMERICnN INSTITUTE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 2000G � � . . , � i � , � �V, �n,.'rl.�� '� - .�''(�,�, ��''T�� '' �g' � ��, _ _ - I �� I� . � .� . I II I 2J . 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' ' ' , ' ��. � ��.' � � �� • • G .► � • • _ . i � .�� i � �•/ . , ,� ' � a ►. . � , � ii �� / -A i�� ►� � .M!'` � '' - � ' � � �h i . � � r . � i : - ' .if ' :�/ - - -�___ -_ - --t I � � � �i�, #-'(,i! � � -� �- -_� � � � � � � � �-- - - - -1 , = �•:� ,��,� : : � ,� ,� , ; r PROPOSAL REQUEST A!A DOCUMENT G709 PROJECT: �l�� (name, address) �� OWNER:�� OWNER ARCHITKT CONTRACTOR FIELD OTHER OLI�� — . �T�� -�- c� �.�.1 �.--- ►. � �/ . ►_ TO: (Co�tractor) ��1. �r�c� ►�� l� �. �A�t-CC�'�� . �� (y�t �-- ? GO �k�7 -J �' . �(� a.�, � J , ir.-.a,�� PROPOSAL REQUEST NO: �� DATE: �/�/�� ARCHITECT'S PRO)ECT NO: ��0 CONTRACT FOR: �i��' (� CONTRACT DATED: �,�., ��'(`�� (q�? Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS 1S NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DE'SCfiPilOfl: (Written description of the World ,� w �Qp��,� �/� //j/J�� T � � i�VW/ll�+l�� -�. � �r�0 �.,� Y '�'✓'D � l�R� Z� /°1�Vl0� u,�,�,�,�,, o rRmr��►✓ �" �� oo� . ` �i'�g�- �ourrv�v�' r,o po��u�?�- ,�i�iY �%57��. . — Rav� �x�r� �v� �� T f ��c,�� R-�'q ur�e.,� 1°�ae Pos�� tvd �Di4�-rN� l°�- c, D.' 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I �I I� _ -:.��I�.. �..�.►�.. � I�. � u�� III` , �.�. ..,� �, � �, I�.i � �,�.. . , „ -I I�� 111�� iir�ii��ii :�,► �� , , ., , _ , ,� � ��u ili�u � , ,G��►�, � r � ��i ��il � � �� _� � 0 �11 .�, ��• ,� � , ��-_, I � I� I ��..._; � ,� .., � �� , �� u 1 �II ► ... .- �I � II, , ' ,, ---■ . I , �I , ..�!� -- - - - - - - --- - - _____-.� ._ , ___ ,- - _. . ��r �� . � i.. � , � � i � �'' . � C.C�' -�' o, �r'� �. 12d'- I ��5 uJ T, a T�rr ��. (10 �' ' � �-- , , ; '` / � � � Z� o � - �/� � ii I I � NV/ � _ .._--- _ - \� c�'� �� 'd� 4 � ,� � � � SV � - � r- - - --� - i i - - -�_ _ �`�'T f�°F N•p � eL, I�j�_c�.q -Z . 3 � \�� G 0 n CV1�(.�f� � �' — — � I I � �. h�_� I ��.�- I � Z J--- — — — —+ � � `°T I�°°� _=__ _� �� ,, �� t � �� — � I i � � PROPOSAL REQUEST A!A DOCUMENT G709 OWNER ARCHITECT CONTRACTOR fIELD OTHER PROJECT: �/Qsy� �i(�� -. (name, address) �� ' OWNER:��( C''� �/,tL„�(�' ►: : � . �1�.� � . � • �--�., `t'r'1�� PROPOSAL REQUEST NO: �8 DATE: �/� TO: (Contractor) p��O ��. ��C� �r� ARCHITECT'S PROJECT NO: � Q'lo�� ' , 'F' � , ��- CONTRACT FOR: ��'�(�'�' (� �t� 70� � V �`�`( �.,, ? C� ��%7 � CONTRACT DATED: 2,�„ �"{�� (q� , Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: cw��n�� des«�PC;o� of the Work) l.- G�� ,�v � '; � / : . ., ,� r ♦ � i '/ .� ' Y�. :' ✓ �7,G�j/d-�� . No�-�r-�!° I'O�� j . G,�--�1'»r7" ��-t�l�-�N ho�/!t�'. � Atiachments: a�:c �rc��t,ed do�„m�nc� that suppon description) 1rR' 'iITECT: BY: AIA DOCU EM NT G709 • PROPOSRL�REQUEST • APRIL '197o- EDITION • AIA� • O �970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 sc � � �l� �., � PROPOSAL OWNER ARCHITECT REQUEST CONTRACTOR FIELD AIA DOCUMENT G709 OTHER J, ��.4t� PROJECT: �/psy� �O(�1�� '. PROPOSAL REQUEST NO: �7 (name, address) �� ^ _ _ �-7 ' � 1 �-6�, -f�� OWNER:�� Q� �,�� DATE: � � TO: (Contractor) �� . �r�c� �N�c9Q'►o�� Ic� C,. �' � . �'�T- ��-r� �o� ly.�(�--, GD ��7 � ARCHITECT'S PROJECT NO: ��-Q CONTRACT FOR: ��'��'�' �� CONTRACT DATED: �,�„ ��'�� (��% Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSCfipilOn: (4Vritten descriptio� of the Work) ��'-�r �� f�i,� �� 8/ �iv �� si°l�ivl�cr� �i,ov� f�lttdGhfl'Ief1C5: (List attached documents that suppor[ descriptioN P�R' 'i1TECT: BY: ��- i1/O�� C�� s,�Kr.v o.v G ,�, ' S. a v �- AIA DOCU NT G709 • PROPOSAL REQUEST • nPRtL "197a EDITION • AIA� • 01970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 PROPOSAL REQUEST AlA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER . = � = � . �l� �., � �• %-.�..4'M.4.� PRO)ECT: �/Qs,� �O(�� PROPOSAL RfQUEST NO: �� (name, address) �� ' � OWNER:�Va ��( � �,�� DATE: � �p�� / TO: (Contractor) p� ��,` ��L� (� , _ ' A�(�� ARCHITECT'S PROIECT NO: !�� I� �, �' � � ��jr CONTRACT fOR: C��'��'�"'� �� (�? C� ��(�%7 � CONTRACT DATED: �,�„ ��"'�i�� Iqq� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract �ocuments described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeS�ription: (wr�tren description of the Wor10 FX �'$� LO/V�yi�-t�G�tB� f G:6�1.� L'a �Z�'. �/� C�► •� � cos� �' �'r � svP�nr�,�� i�ttdC�lfTlefli5: (List atriched documents that support description) hR' 'iITECT: BY: I ► � �� a AIA DOCUMENT G709 • PROPOSAL REQUEST • APRIL '197U EDITION • AIAB • O �970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 PROPOSAL REQUEST A!A DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER ►: ► ! .: �' . �l�a�, Ms. J - �� PRO)ECT: � (� �(�1�� —�'�. PROPOSAL REQUEST NO: �� (�ame, address) �� y�-� ' -f� OWNER:�� \/,�-+I�" DATE: �L��Cr�''�" � ` �� i� � �+ � � TO: (Contractor) ��.` /�C� ��' A�f�� ARCHITECT'S PROJECT NO: ��.�-Q �� C�-.t I� Cj, � �,��;� CONTRACT FOR: ��'�'r��"r' �� c1`� 20�-- �,�(�..? �� %� � CONTRACT DATED: �� '�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�lpt10�: (Written description of the Work) � . � a `� �I I �� (� ��T�� $�� `��`�" �'t�.' �— � � �i(,� c� �o� `-� �-�� i�"�l�� (� ��.�� ,�T" -�-�°� �Nc� , ..S' -- '�� V�� '\ � � � � � AttdCIIITIef7t5: (List attached documenu that support description) � / `� `-_ ,��t��G��; irR 'iITECT: BY: c — � �� AIA D CU N G709 PROPOSAL REQUEST • APf{i �970 EDI.TION • AIA� • OO '1970 • THE ONE PAGE AMERI A INSTI UTE F ARCHITECTS, 'i735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 i,��:; �,•=�i ] ��1a l .-. -,1 �i��alF.�la,�.". , . _IELE -Ci��'=.TF�i_1�-TIOI� FAGE E�2 _ . i�i!��;, 7. 'i. C'.s�' :q:�.':,�� : • r�•..�: � � L :c � j- . , � TRU-GLAZE-WB'" Wa#erborne Epoxy Semi-Gioss Coating #128XX/12902 � t y� i� ��kyN�:�E��3i�`T��?i��' f�°; > F:t?iVIP{�'�ET��'3N j ... „.. .... . . , o_ . . , ri ..._ <�. . �: >.s . , . _ . . .. „ _ i � A high performanca, two package, chemicaJly cured I• Epoxy-Polyamide Resin � ' waterbome semi-gloss epoxy caating for use as a � Plgmerrtatlon vahes with color � � hard, durab�e high performance archtiectura! coating j. Meets Federal Regulations for lead and other � ,(HIPAC�. Use on iMerior prope�iy prepared poured � heavy metals and currertt a1r �ilutinn regulations. � ' concreie, conCreie bIOCk, dry�nrdll, met�! arxi wood. p � ' Ideal for hard usage areas of schools, hosQicals, � � ��,��_��' . `� ; restaurarns, public buitdfngs and facto�ies. �'eatures � Calor: Whtte, custom coi4rs ; easy application, a high flash poirst, lower odor than Finiah: Semi-Gloss (a5-60 units afier one week ! ; solveni based epoxies, and a hsni, tough, curing} j staln-resistarrt finish. Meets VOC regu�ations such as ��Qt Ufe: 6-8 hours @ fA°-80°� (16°-27°Cj i SCAOMO Auie 11 �3. Noi recommended for C1ean-up SolvaM: Use warm, saapy water. Afnse i immerslon servlce, exterior �sage, or areas subject to ': p�mps ancf hoses wlih T-fifi Thfnner ; canstarn contact with high levefs of moisture. ; 42300 after cleaning wtth soap and water ; ; i Oensity: 10.7 lbs.lgai. (t 28 kg/L) (mlxed) � � Authorized by USOA on suvctura! surfaces o� � Recommended �ilm Tt�(ckness: � + surfaces whe�s there Is a possibility of Incidentai food ' S.0 - 7.0 miis wet i corttaci ln federaily lnspected meat and pou�try � 2.0 - 3.0 mAs dry ; p(ants. Oevoe performance aliemate far Federal ; Service 7empersture LimEts: 250°F (121 °C) in air , � (may dlscolar ovaf �a0°� {60°C)) ; i j Sollds: volume - 449b (mlxed) !, � Weight - 57°6 (mixed) ,. � . t ��,. f � � ��? , : � Pr�ctical Caverage: ' `>�� %f. ::>��a�`�''� ApPIY st 235 • 32Q� sq. ft. (5.Q-7.0 mils) !• Cnemical & stain resistarn � i per gallon (6-8 m IL) on smooth, sealed �• Aestscs sp�ash 8� spitlags of a�xa�js, satcs, moisture, � s+��ces i F��sh Roirn: Ove� 2oa°F {93°C} ! olls, flreas�s, foodstuffs � detergents � pfy Tlme (� 77°F (2S°C) & Sa� RH: � • Abrasfon resistant ' � i ` 7o TOUCh - 2 hours ' ;• LOw Odpr � d high Aash poiM ' � To Recoat - Ovemi9M ;• Uss over aJkyd, latex or epoxy caatings I To Light Traffic on Concrete Floors - 4$ hours ' �• Long fasting tilia-�ike semi-gloss finish i Full Curs - One Week �. „� Easily wast�ad & cfeahed � Sheli Life: Over One Year �• Meeis current V4C Air Quality Regu�aijvns vOC: t.6d Ibs./gal. (mixed) !• Me�ts SCAQMO f�ule � 173 I (i91 grsms per �fter) Flame Spread Ratin�: Gass A(0-25) on npn- i ; cambustible surfacas !�� .. � ... . , ..�.. .�Y..:..-.Y ',`.. . . �� l ��Jl M� 11�V� M��. �:. <.,.. "•. - � � , � � i PROPEA7Y g�Qp g�SUL7� , Ws�hablltty 6142-Fed. Std. t41A, t0.000 ScruC L�rdea V�ry (3ood: No Weetr Throvgh ,►iardneaa A37M 03,363, Ponc;i V.ry (�oad: F ! Ae�tibillty ASTM 01737, 180° Bend, 1/a' t.tananl (;ood: Nc� Cracklnp or Fldkinp Dlr�ct Impact Rssistance AS7M D2T94, (3udn�r Impaa Tsatar {',ppQ: > 20 ;nCh.pOuncts � 1 At)r�ip� RegigtgnCe A$TM D4080, Tabor CS17 lppp flram l0aa Good: .083 qrams loss/1000 cyclsa � Ory Opactry ASTM 02805. 2.5 dry mils Excstlent: 0.98 Dtr�cUonal Aatlectanoe ASTM E87 Very Oood: 92 � Thermal $hoCk 10 Cold/H�at G�rcl�s•t Hr. �• 4°FJ1 Mr (g 1?2°F ExCelSent: No EH� ! Stin R�eietance /ISTM 013p8, att�r 2a hour conuct, stains were Excauent: No Eft� (Coffa�. Gra� ,}uia. waaned witn qeterflent ena wnter. ' Gayon, Soil AMdlum, tjptddc ', ; St�o� Po{leh, WSotof 011, &ood) I o p _ m �o �m o � �� p S � Z �o r G � �� _o � � � iT �� ;o Im i� i? il6'iii�i,']'��=i4 1��. �] ��=t347F,��t4'=±'�' rTELF -=,�=.TR�I�-�TIU�J ` ` ' ' GEAIEf��. SURFACE PREPARATi�fd P::��E ��" �II 5urtflcee must be aound, dry, dean and tree Of oil, gr�aaa. dirt, w�th waier o� prime with Oevoe fatex primer 51701. S7EEL • C;oan ana m�idew, torm re�esae aqnnts, cunnfl compounda, loose and fiaking pnmc w�th �evoe Waiernome epoxy pnmer t3935 epoxy pnm�r t2735. paint and otner for0iqn 4uD8t2rtC88 motl�tiad opoxy pnmer 13i01 0� iatex primAr 4t 702 Gi..AZEO BRICK. NEW INT�RiOR SURFAGES: CONGR�rE �CONCR�E LF�M�C T1LE AND FIBERGLASS - Claan, scuff sand a�d pnme w�tn rLCORS) AND MASONRY - Cure ac laasc 3Q days before painting. Devoe waierbomo epoxy pr�mer 13935 or apoxy pnmer �2735 pN must tio �0.0 or iower Pc�d etch o� abrasrve blast siick, qlazea GALVANIZEO ME'+�L • Remove d,rt and oiis Cy Soivent cieaning or x�th concre�e or concrete witn lartance. FoHow ac�d manufaCturor'g Ce��oe pEVPREP�d% 88 Cleaner fo�ioweQ Dy a tnorough water rins�n9 appiicauon antl 52fery �naTrualona Rinse 2horo�Qhly anc altow io Prime w�tn pevoe epoxy primer 12735 or m�tal prim�r 13201. ALUMINUM ory PNm� witf� tnin product thinn�d 8: t w�th wanr or prim� w�th PHme w�th O�vo� waterborn� epoxy prlm�r 13935, opozy ptimer .2�35 Oevoo wat�rboma epoxy pnmer 73935 or �po�cy pnmer i2735. Dry or motai pnmar 13201. ovem�gnt to reCOdt. Fili bloCk in dreab not subjeci to moiaturo with PREYIOUSLY PAINTED SURfACES: 7ne wateroome Devoe ietex t�iler 5290� or 55901. In mo�sture prone areas fiif witn componenta of th�a product ��n�ralty allows usQ ov�r mosi old coatings. �Javoe waterpropfin9 filier 71502, app�y an ,ntermediate rA�Or c0at of Qld caatinga ahould be t�st�d for Iffting, howav�r. If ;h�y Ifft, romova crna proauct ana fin�an with Devoe waterborne epoxy Clear 13000 tham. ScuH sand gloasy srQas and agad epoxy coatings. Romov� (Gloss). Fillors muYt dry ov�mipht b�to�r coatinfl. ORYWAI.L • cractced and peeling paint. Prlme Dare anaa with prim�r sp�c�ff�d under Prime wvith this produd or Oevoo iat�x primet 508b1 or 517Q1. NEW INTERlOR SURfACES. WO00 • Pnm� wcth mia product roducod on� hnN pirtt p!r flallon � ; �, ,<,, , " � ` < < r.;y' x-:�jt��G'T`tQNa`Ft�R �E ` T1N73NG: Tnt with WONQER TIt�tT� Colorants. For CO�OR KEY'" toward flniah caat calor. G��n ihad�s of y�llow, oran��, pink and red n�gh hid� and m�dium bas� ooiofa, add th� farmula amount shown. may requ�r� mulbpl� aoats. For deep and ulva d��p Dasa colora, adn doubla tha fOrtt�ula amovnt AAPLiCATION: &u:h (syth�tioj, roll (short napJ or spray. No snown. Pdd colorant to �� appropriah Part A Mix thotou�ftly tninrnng raqwr�d. r'or alrlesa apray, usa a 0.015' tlp. Ad)u;t pr�nsu�e as betore Part B i� aCded (t'A' Calorant ia requiretl irf tiniinQ, 78002 noedQd Spray �s pnt�md for apptartncs and build. For roll�r AXNB tJon-$(wding Y�Ilow Colorant must bo usaG to 9vo�C yellow applicauon, usa d�sn 114'•t/2" nap synthetic roller (new rollers m�et be coioram bl�eding), froe of looae fiberai. &ushinq ie best reaen�ed for smaN arsas ot •cuttinq MlX1NG: S�oWiy aaa PaR 8 to Qnrt a+n a�� ntilo. Sdr �nor�ughly in" For maximum gfosa development, twc coata ot tn;s proauct are snd scrape sides of can t0 enaure thOrough blending. e(�,�.4 rQCOmmendefl. �n som� casQS, on� caat may be suffici�nt d�pending on r a 7 f ttle appliCatiOn metnofl, color useC and smootftnrss dvsirfd. Do not �foro u4e t�QYe 70'F �low '� min�te� inauction Lm� wSvB apply wnen surface or a�r temperature ia below SO°F. r�ynr bofore use Mixaa mat�rlal �s usable for slx te �ight hours; �t it DRYING TIME: A�p��catlan t�mp*ratur� rang� is 60•F to 95°F At th�ckani, do not add thinnar, but discard and mix lresh matanal. If 7Tp $ Sp� q.y, dries ro touch in two hours; to recoat ovtmt9ht; fuU cur• :nitia! th�nn�ng is necassary, uss up ro orte half pi�t water psr flalion. ;� �,,�n days. Ory to Ifght toat trafflc on concrste floora ;a 48 noura. Co nat ttun with solv�nn or soiv�nt thlnnea coadngs. �� Low tempQraw��, h�gh humidiry or poor v�ntilation wfil �ncrfli� th�if coated wim th�g��Q�yct mav becom� sli�oerv when wec. For timea l..aCk Of vsnt�laGOR a�Q/Or tne us1 Of port8b�� tuel buminq haaters that produu exhauat 8asas, durinfl appfication ana �n�tia� acagea pt Qer qalioQ„g}��rac oumiae or otner textunna mater ai. cunng, may uus+ y�ilowing to oCCUr. SPREADING RATE• App�y at 23s-320 aq, tc. (S.a7.o m�le wet) CLEAN UR: Gaan tools and equipmpnt �mmsCi�tteiy after uae w;t� per palian on smoah, sev�d suAaca�. For best hidin9, tint primers warm, soapy wu�r. i3inse pumps dnd hose3 with a2300 T�66 Thinner atter cleav�inq w�th eoap and waur. �. (Y Y -.) '�� C1Gl )f: ��<�`� t.� y�� f'� �} ��Q; � •�, . .. f Y . ( � :< �`A, ��; �i"!�{�� 4'��`�� .i'- -. . . . . .,._ .� i _ . ... .. . .. i, , , _ . . . .. . .. ,_, .... .. . . . .. . , . . ,,,. . ..,... _. . .,. _. .... . � WARNINf3t HARMfUL IF INHAL�D. CAU8E$ NO$E AttO TNRQAT, EYE AND SKIN IRRITATI�N. MAY CAUSE ALL£RC31C SKIN REACTION. SEE tABEL OR MSOS FOR LIBi OF HAZARDOUS INCiREOtENT8. KEfiP OUT Of R£AGH Of Cii1LDREN. Use only witn advqu:t� wntiladon. Oq nct breaNe vapors, sp�ay m,su ar sandin9 dusia. tf indoors, op�n wirtdpw8 anG Goora to enaure ca�tinuous Now ot fr�ah eit durinq mixinq, applicadon, dryinq and unqirt9. When spraY aPpiyin� or if yoU Oxpe tience �y� watannQ, h�adaChs6 or q�zzinsas, mcnas� fr�sh air or ,we�r respiruory protsCtion (NIOSFUMSHA TC23C or equivalent), or Isave tna ar�a. Ad.qudtt venGf�tion r�quir�0 wh�n sanQln4 or abr8dinfl tne driad fllm. M adaqu8te ventilaeon csnnat b� providsd, we8r 8n approwd particulate rospiramr (TC21C or tqu�valent}. Fouow raspirator manufacturer"s diractions for rsapirator u8e. Do nat got in eyas, an akin or on Clothinq. Do not i=k� int�rnaJly Use s0lvent rewstant safaty syewear with splash flua�ds. Solwnt impermaaDie glovea, c�ot�ing and boots ar� rscpmmentletl to prevent skin corttact FiRST N0� n you exp�ri�nc� tlftflculty in breatnin , ieav� th� u�a ro obtt,n hqh �lr. In csa� of �y� oonnct, tiush with�arq� amounn o! warn for at leaat 13 minutn. C3�t m�cl}cal aa8iat8nce. In csu of skin conucl, was11 a�u ihoroughly with aoap and wat�r. R�movs soiied ctathing. Grt m�dica! aasi6tance ;f i�rit8tiort pe�s�ats. Waeh cloth�nq belore rausa M s,vallowed 00 NOT INDUCE VOMITING. Get meGicsl assistance immetliately Keep cCntainer ciosad when not in us�. Qo nat stor� abov� 1 t0°F K��p from fr�zinp. Do not vanst�r cont�nta to bottlea o� otnsr uniabeisd contain�rs. In us� ot spillsg�, ab3pr4 with ineR mdterlal. aiapoae o} contnminat�d absorb�nt, containsr and unu8ed ContAntb �� dCCOrc1A�Ce wfth local, stat� and f�d�ral t�gulIIt(Of�S. DO ROt i�C�nOfAtA C1o8�d canuin�rs. In cas� of fir� uaa CO2,pry Chem;cat, Fosm or othtr aRproved mrthod for tnatin9 a Gass B fin. 0o not �s4 wattr. Summon profcea;one� fire•fi,^,�ie�s. IMPORTAtdT: Tflia is a two oompan�nt prqduct. 8efore mlxinq, AEAO CAUTiON STATEMENTS ON BOTH COMPONENTS- My mixture w�ll nav� th� huuda ot 80TH components. OBSERVE ALL APPUCABLE ARECAUTI�NS. Som� bases may aiso conu�n CryaulHn� S�lica whicn can ca�a� iunq damag� and cancar See Macerisl Safety Oata Sh�ot for compl�t• Saf�ry and Precauuonary r�quiroms�ts. �� : f, t t SMlPPlN.G Fr�iq�ht Cl�ssllication: panc . , . , Shlpping WeigFrt: �2 DailOn kit • 23,o ibs. Pacicaging: z yauon kn to qauon kft �a 9a�lon k�t - t i3 �bt. 1 Qalton c8n 728XX Put A S qallon can 12A)OC P t flatlon can 12902 Put 8 S qallon can 129p2 P 128XX�6192 �+V`E �o :ne Das� p� J4r Rr.p..�a�a_ ��a ,nr�,mei�on .-cn[a�neo n�rR�n iS dr,t�'r,�19 Hpw9�9�. OB�'Od 8 fld7l�OlpB i^ �_._��. . —. Co uzum�c �p i.p�npy wnat90P�Pr �U� 4:e accuracy or compinlBnA59 0�'�d �nIJ'mdLJ� COMBintld �e�tl•n Fmei i OEVOE & R1IYNOLDS CO I �Prqrrvn�u�n pf �ng �,�,��Dd�1y J� anr i�ormauon ai malar�A�'O� t�A c6P OOMPmpIdtAO rnB ^+anner Of use anc P�J BOZ 7f�� I..��aino� :nc.� �: ��...d..n9Yr�t^t O� D�N^t0 e tne sc�e •e:AOn:iD�11:•j 0� Ini �iA� � LOUISVIiIC. AC�fUCkV 3(11�i i A.7dd�.�oa� �ntn�m3l.On ;nJ 0'�iP9 �++dr D2 UDt��e^_ :�:ouqn yr�r iGCBI APP�eSPr,gl��d GPVV! 9id��C� C� ! 1502) 897 986' O�Y�s�o� �1 vrow Grouo inc PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTH ER PROJECT: � (! �(�� ', (name, address) �� . OWNER: �r�,( C� Y,ZG„� �^ � = ► = TO: (Contractor) �� . �r�c�. ��C��lo�� ! (� c,. �' � . k�� (/-�, LY��--? �� KD'/7 � �'Q . �1��., �. J. �.--a.�r�'� PROPOSAL REQUEST NO: DATE: � � � q G�- t ARCHITECT'S PROJECT NO: ��-Q CONTRACT FOR: ��C)'r�'�'�' �� CONTRACT DATED: �,�, �'�"��'� (��' Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSCfiPtiOft: (Written description of the Work) � ' --��.� ��-t-�� I ��- • � � �� 7�0�� i�� c�T�t� ��c._— �—�i�l � t" `4��-- ,��C�I'�I-��'�, AttdCllfl'le(1t5: (List attached documents tha[ suppor[ descrip[ion) � P�R' 'iITECT: BY: �l AIA DO UM I AMERIC�N IF -��,`�/�'�"'t � J . • PROPOSAL REQUEST • APRIL'�' 970 EDI.TION • AIA� • OO '1970 • THE OF ARCHITECTS, �735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ONE PAGE _ _.-� , -�.�� ,-� w:.�' 'i. � � � i � 1 , 4 i : �� . � �� fib ��'fATC�# �� . — ,� �� .c, �T"i�5, �� l�-�i'o �Tic.�,� �� . ��i► _ �' �u x R � �, Suc,�T �r� _ x �.��' �.,� OWNER (�' PROPOSAL ARCHITECT � REQUEST CONTRACTOR �" FIELD AIA DOCUMENT G709 OTHER � J, ��'1s.t�( PROJECT: \� (�. �(�� '_ PROPOSAL REQUEST NO: � �� (name, address) 7� � �T� -�-�, OWNER:��( C''� 1/.K-+I�"' DATE: ��LY �\ l!� TO: (Contractor) 1 � ��` � ��, A�,(�� ARCHITECT'S PROJECT NO: ��-Q �/ wr i� � � � . ��T- ��-r� 20� l�/�c�-., GD �1C�7 � CONTRACT FOR: C��'r(��'�''� CONTRACT DATED: ��, ��"'�.�� l�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�tptlOfl: (1Nritten description of the Work) �.' � +-t� L �-� �o�l c�"Gc�c-t� �L,a c.l � � ��-t � �'6�-C-tot�1 S � � (�i��..,K- �-4.�t�(pc c�`�D 'F� � �� 1�L�� `C� � - �� .� e � ��—r�4 c-��t— : AtidCflfTlEntS: (List attached documents that support description) P�R' 'iITECT: BY: �� ,�-�-�,�-�� AIA D�OC�M T G7 • PROPOSAL REQUEST • A�PRtt-3�0 EDI.TION • AIAB • �'1970 • THE ONE PAGE AMERIL�CN IN TI TE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 � a�� p �F �� g� �-��, � (TS � --�.. :c � - -, �- � �- � �, ,�- - �, �� `r J � ~�� ; ,� �� S � ��G. +, _ �� i '-� _ .� ... �—.?�, � `� � 7---� . � i�.�,,,, � � b��-� � � '�+1�fP, �g�� 4c�1r,l,�l ' +�- ` � '�' � _.. `�^� - . � _ _ ^ � P�OPOSAL REQUEST AIA DOCUMENT G709 PROJECT: �/�S�(� � (name, address) �� 1iD• ��r �� OWNER � ARCHITECT ':� CONTRACTOR `� FIELD �C OTHER � �� — . �T�� —�. O W N E R:�� Q� �,zL.,� �► TO: (Contractor) �� . �r�c� ��4��Q'lo�� ! Ic� �. �'�� . �� cr� 20� ly�c �— a GO ��C�7 � �'Q . �(�� cJ � �,.�+.�t�� PROPOSAL REQUEST NO: � Z � DATE: �U(_`T ) CJ � � 1 �� ARCHITECT'S PROJECT NO: �� CONTRACT FOR: C�''�'��'-(�' (� CONTRACT DATED: �,� ��`/�� lq� � Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTiON TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�iptlo(1: (Written description of the Work) ��-�c�- ��1�T� ��'"��"to�C�. Zet�i�. -�T ��-f S( � o� ��" C� o��-�- ��'--�T'�E��"C'� /�ttdChf1l2�1t5: (List attached documents that support description) �� j � )--�' _b � . � P�R' 'iITECT: . �� BY: � � �� AIA D�C ENT G709 � ROPOSA EL R QUES� • APRIL '197a EDITION • AIA� • O'1970 • THE ONE PAGE AMERICAN I ITUTE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 � t�VLll�t �cr i . � �-- . -�_` � . / -• � � _ \ `�\ \2� �` � / ^� � ��` �r \ \ �\�., ��' �\� � ' � � . � �� -.:� �'\. � ♦ . % � � F� �� , ��,, �.` � ``� CONC WALK TO MATCH �� . % � -'� � � • F�� ` \ �F�\�� r-----�``--�_�_��EX TOP QF WALK r� � .�j � STAIR „ '� 4� �. � KL, \• �-' ��2�� .23' -RISER = 5 1/2 �� '�s,o��` i � � � \ �,\ ��= ; :. � -RUN = 14 .,\ ! �v I �``� \ � � �_,�. ``� a�••-c�----__1 °j ` 69. �� `��F� \ � � � �� ' f � � � �. � S'UV �� ` � \ \ � �---.—� � i \ � ` ` `� 1 ' �� ` \ �� 1 T� � ( \ � � ,� �`�. ��`- � �� --- _ r N � �'�-. % N � /. :� ' �: 1 � � � � �'! � , °t �. � i � � �'� � `- ' - - _ _ � � � ` S � � �1 --�-.- ' PLAZA ARE� � , . , a� `� �b' — Q SEE LANOSC ETAJL) i \\� `� \ � `��` /�� \�\T � �� `r ,+% �_ ` �1 `r:� � � � , _, _\ '8� �,, �,',``� �� '� _�, % —_ �, -,= — R-4. 4.�s E�� 69.30 _� � �, � f �� _� �� '-- ,_ :_ � ` . . � — = = T r�..� % ,� _ � �� E_TV 6g �. \ \\ •� \ `_ �T�^ � � - / `\ �/J `` ` `��\ ` � � � � �� ` ` `_ (.i / � � � • � �`� �� -. � - � � � � �'� � -\ '�` -____ __ r�o /d; � � 8. �� .: ' � , ` � S ,, \ �,` � __`�_ �� _ ` — _ _ �.. �04 � 7�� Q(� I — _ P . \'� .� � S 69'4j 3 � ,�- _ `� � aiN Q �►� ��J'i�-�--_ _ �� -T - R�E N A VE'R yyq� - /l 0 F � - �_ ��, _ � �,_ � � ' ^� '� - _ '�ly- - ' _ - � , �'oN -�., —�� Q!� � .� fX m� �.-A -_ --� a ., � rq ,,_ ��+ � .� , �H.--_ ___ _T . �� y � R _\��'�Q ,/�� C/" �� /►� EX �2� CMP '-- _ � \\ � O/�D o ,�-_` �Q'� �� 4� �,� , ___ � �,.�• '� � ` `` v� ! ., EX SAN MH - , ------�� , \ f -3/ V/Q �� JUST RIM TO _ �. �� '' , \\\ .� �'�` =l� 2rQ t�AT ! DE � ` t \ , -� � ��, ,�``` i � ��__,```` �i i � R�j99 00�� i _ _ � 16 MASHALNN OF �. �`�_ EXISTING ISLAND �' ,, Q _ ��-�_ +�� _ �,,, J �- � 15+54.65 �M__ ` _ �� ' \ \ �___1___ ` �p/��,, y �' �� MVJJn/W�. �� N�_ '' _ ' -M '��, -g w �cn� � N 7g•lg��sti - � � ` ___�`��h� _�`` � _ -24' vn�ni 1 —6' ON C£NTER p �N M� \ � �� g _ ' , ''--- _ �� -,s• c�+R + � - _ 1 _ '�- � _ `,�' -~-�__ ��J BETWEEN MARKINGS � �� -�ld..l ��1� � n _ _ _ _ _ _ _ _ �-�'C.N'� t� _ -- _ _ _ E1 — _ �� _ -- — ___ EX __ �-6 a _ 'J -_ A - _ - H�---_. � ~ — ~___ , � � v � / / / I EXIST RETAINING WALL I 1 I 1 ► , � �f ---__• , ___ % - i, j - — --��.° �6s_` ^,`' _'---_____ //> > �i 6-�.�` _ �'------�_.,��. � / � � ` ` � �� I �� _ �� /, 1, _ ��1�✓ � ��. � .. � � �! �S VV � z� � � � � � �� 0� . � PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER x `,� � � � � � R •�, S��-T►� �.��'�,� J- (--�.`�'c�'(�l PROJECT: �/Rsy� �OC��C�� —, PROPOSAL REQUEST NO: �% (name, address) r 7� c? ��T� -�. OWNER:�C1�f� C� V.z�-�I�' DATE: �C,�—Y �\ 1 I ! I 1 TO: (Contractor) a��{ � ��. �� ' ^�f�� ARCHITECT'S PROJECT NO: � ��J CJ�--+ � �' , '�' �, �� CONTRACT FOR: �'��'�"�� ,�(�,2 �� g��7 � CONTRACT DATED: �,� �'�� `�q� Please submit an itemized quota:ion for cFanges in the Centract Sum ard/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSCriptlOtl: (Written description of the WoriJ ��-' �,--�'� I �-� �'�.�x.lc�C�t�c-� ��..� c,l �' L �L�� '�6�"�{p(�(S C1� �1��`�k��_�,� tt�p(�1�'�� i�'I� �-'�� V�/ALi� �`C � - �� e � �'t'1"".°�� c�l��'"• AtidCFifT12ni5: (List atiached documents that support description) P�R� 'iITECT: BY: AIA C M AMERI N I � c-� ,��`r"� t�"�TS � 0 � • PROPOSAL REQUE57 • A�Rt�39J0 EDI.TION • AIAB • OO '1970 • THE OF ARCHITECTS, '1735 NEW YORK AVE., N.W.� WASHING�ON, D.C. 20006 ONE PAGE � �� g�'��g� r �,� � I� r�l} rTS � ��'i Of�, � �`�'� , 1 :c ' ,� ,,,r "' ''`�T' J'11 y T _ � T V � � ^� � �� J � �� '�'� �. / � �~^� � ` �= .{ �� `�� -�G �^� -�_� �=�'� � ' � �---� �.�,� � .� � '� T'�.� ��Q'� � �llD� M'P, 1n�,ly �- � � � ` `� ' ^'�---~� = — — =� PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROIECT: �f�(r �(�� . (name, address) �� ' OWNER: ��(� C.� V,�,+I �' = �� G ►�_ TO: (Contrattor) �� . Yt�� IO�� (� �,, �"��r � � . ��' �� L�/.�c �--, GD �1C�7 � �. �(�� . � • �--..a.`�'c�C�s.�l PROPOSAL REQUEST NO: � � DATE: � (J(�� l , ARCHITECT'S PRO)ECT NO l ` 1� °I ��-O CONTRACT FOR: ��'r�(�'�' �� CONTRACT DATED: �,�, �� lqq � Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. D25CflPil0t1: (Written description of the Work) �', �c�. �� — �� -�� `/�rJ k'�— �� C¢v�� -.L- ��.�, � � ' -� �7� - � �-� ,� �� 'S"o ��t=c---R- �� qv�� , '��lc S� �, ��-�4 v �-�P� �" � > �jQ �"' C��Gc�i��C��o �� . AtidChfT72f1t5: (List attached documents that support description) � � A�R' '�ITECT: BY: � i AIA CU AMERI I • PROPOSAL REQUE� • APRIL 1970 EDI.TION • AIA� • OO 1970 • THE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ONE PAGE PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROJECT: �/�s�� O(�(�� , (name, address) �� ' OWNER: �� (.�'� Y,K,�I �—"' � rR • �1��, �. �. TO: (Contractor) �� . V t� f � ��C�14�. � 1 i� �. �"�ti� � . �;� ��-r~� 2.0� L�/�t �--, GD �1C�7 -� � - �� PROPOSAL REQUEST NO: ''��/� �`i DATE: (�t�L� � ', I� 1 � ARCHITECT'S PROIECT NO: ��Q CONTRACT fOR: C�C�'r(Z,�(�"�"" (� CONTRACT DATED: �,�„ �� `�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�iptiOfl: (Written description of the Work) �)�-' �� l �-�- �'��r� ,� �o`' � ��" �► �c� �fi C-�� o� . ��►+�,�-t- i��--t-c� ��q _ Attachments: cusc attached documents that support description) � "_.,,�� P+R' 'iITECT: BY: 0 _,. �,�u� �� . ��-�� . �"'a AIA OCU NT G7 • PROPOSAL REQUEST • APRIL '1970 EDI.TION • AIA� • OO �970 • THE ONE PAGE AMER CA I STI TE Of ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROJECT: �/�(� �(�� r. (name, address) �� ^' 1�--:.�.> OWNER:�r�� C� V,K,.�(�—_' _, .� : i - TO: (Contractor) �� . �r�c,,� t�� (� �. �' � . �� -�r� 20� l�/�c F-, C� �LCo�7 � �-' • � `�.,l�l,� �R. �(��., � � � (--.a,�t�("�( PROPOSAL REQUEST NO: � DATE: , f�Y'� t \ � �" U � ARCHITECT'S PROIECT NO: ��-Q CONTRACT FOR: C�j'��'�' (� CONTRACT DATED: �,�, ��C�� lq�? Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�IPtIOft: (Written description of the Work) " �o�� -�. �._-� �- � �� ,�-�- C��rz. �, �� S �� ac�� c�i� /,ttdCflRleflLS: (List attached documents that support descrip[ion) � P�R' 'iITECT: BY: � 1 \ � � �� AIA DOCtjh�N�09 • PROPOSAL REQUES�PRIL �970 EDI.TION • AIA� • OO �970 • THE ONE PAGE AMERICAN�INS IT TE Of ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ` 1 . ` ��'�■ a� 1� �=�=. : �: ��s �, �� .cmr�A�r.at�.w�!m�... . �P,.��w4�*+ay.,.�v-_�-� �� PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROJECT: �/?�'�I� �(�� .�_'. (name, address) �� . OW N E R: �d��( C� Y,K.+I �—' : - � - �Q . �(�� . J � �� PROPOSAL REQUEST NO: DATE: U�Y �, 1 1�� 1� TO: (Contractor) ��.,r-� ��., /��' C��' A�t�� ARCHITECT'S PROIECT NO: rTU �� U�rt � C), 'F' �,��;r�— CONTRACT FOR: C�>'�„(�� E,,,�? �-� v�`�7 J CONTRACT DATED: �� C�� lq�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�iPtlOf1: (Written description of the Work) ��'_O�� C,p �� ,�,�.1't'dh�'�'c c.� � ��"'�j"�CS ot—�- '�� f�t S I� �� l��-� lr� �<0 7�- ��, `` ��"GOa l" ��_ ��. �-i � � �42�--�— Attachments: c��5c attached documents that support description) ` "�-�V� hR' 'iITECT: BY: � ONE PAGE AIA DOQUh1E G7 • PROPOSAL R UEST • APRIL '197o- E TION • AIA� • �'1970 • THE AMERICA S T E OF ARCHITECTS, �735 NEW YORK A., N.W., WASHING�ON, D.C. 20006 PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR fIELD OTHER �� - � � . � . �I�R.A., �. J- �--A-`t'�''��1 PRO)ECT: �/�� (��.�� -, PROPOSAL REQUEST NO: �� (name, address) 7� c? �'��T�� -�. � OWNER:�� Q� �,tL.,��► DATE: �U� � � � �� l TO: (Contractor) p�� . �� ' ATt�� ARCHITECT'S PROJECT NO: � CJ�-_t i� G�' . "�' � , �� CONTRACT FOR: �'��'�' (� �� 2�� (�.,� �� CONTRACT DATED: ��, �'��'�� lq�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A �IRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�lP1iOt1: (Written description of the Work) �: ��--�,�� . �� -r ��r u�;� �- T �� lZ� x�1D C o�.R� � ��(r� i�Z �-('�--tit=''C�� , Attachments: a�sc attached documents that support descriptioN t�R' '11TECT: f:]� �. �-��.-�-�-��f� . � �� - AIA D�CUM T G7 9• PROPOSAL REQUEST • APRIL �970 EDI.TION • AIAB • 01970 • THE ONE PAGE nMERIC N I I TE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 t- �r�v�. -��•- C2� 5'x 3iz�x�'' �5 �o�v brM�o�c�, (1�-�-'u(2" � � :, . � � �� -�...--. +-�,.�- ��_ d�. ; --� . �� .= p �-'l., c-�� :k� f°1�t� c�o �I�l-� ��1�� 2 E I�c ,u� � I I� �� I �� ..��11�111��11 ��i. �1�� _�� ' �_:,.._, � , � �, ,� �� ri . : , .. 1�1� ,� i�i �i��i �� e�� C��i--- I�t�� ■��■■■U��■�� ■ ��i � -- . . _ � i � ��_. ��r-� - -_ 13�cJ �i��- � T,ol ti.I�,E � � 191�c�`ara-� �� — — —�-- = ------------ — �s:t� I�� _ _ � / T� � _---- �� - ! �J � ' 0 PROPOSAL REQUEST A!A DOCUMENT G709 � � � PROJECT: �/�s.��(� (name, address) �� OWNER ARCHITECT CONTRACTOR FIELD OTHER �� ^ . �T�� -�. OWNER:�d�l�(� C� Y,�K.��• : ►: ► � .z• TO: (Contractor) �� . �r�t� C��'to�� . �' � • �� ly�c �— � GD ��7 � cJ • �'�:��. �Q . �{� � �. � - �-.a..�c�(',�! PROPOSAL REQUEST NO: DATE: � �� 1 �� J � ARCHITECT'S PRO)ECT NO: �� CONTRACT FOR: C�'7'r�� (� CONTRACT DATED: �,� �� `q� � Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�tPtiOft: (Written dacription of the Wo� �• �� i�p {��'�p '`l�I�CP�T° L2�Z. �`4' � --C'-�-�-'f't� l CGJ �'Re Oca�—�� F��ST �oulC� ��! � 't�f"t�tc.9't'�. �-bC�C.Ex.�� 'h'�'� � '��%� �S� �c��-(7� �l�� . �o�lf�� -�-�� E�R- � �tt�ic31� '� (1`4C.C11�1`1� G��Et� �/ l��'� .�c.Jt'Ot�'C��G �D ��-�(. I''�l F�( �? ��s� . G�i.l't-��. �� fi'o r'•�-�=�' � S<<-�— • /�ttdCh(T1e�C5: (List attached documents that support description) � � . �R' '11TECT: BY: AIA � • PROPOSAL REQUEST • APRIL �976 EDlT10N • AIA� • OO 1970 • THE __ ...,-..,t�,-t� ..r,� .��., ...,o� s�� ti w WACtaIN(:S(1N n r_ 20006 ONE PAGE \� � r �� • � � ' � lr ' _ � '�. ��! ��! l\' � � � ■� �.-- � ,r, � � g �� _ . �_,_ `�_ ��' y� o �, _ .,, � ,� � � ` `Y ' .�a ';' . , l _ ',�� . � , ' 11 - � �: , _; ��v�. •. -....-�—_.. ,� .; ..,. � I �'1 �' � `.c�� ri�� -��.= 1``� „ � i ie�� I I � � 1\'� � � � � � n '' r�J � � � � i � � �.:� . ,,.�� . 1 -- _ � �f � ��° ;� y� � � ` .. ` i '[v� p „ . . . � 1 '1 ..._�iWL � � , �� w �'� � =- � i � -� � � , ■ � : � �f/��+G1\�Sl��A�� \r ��/1. � 4�• � � � � � �� , �i _ � ,� � 8 ��. .� % '� � ; � ` . 7 � . � .�� ,�..�� _ _ , � ,� m � � � ,, _ �!, m � � , , , � , - 4�� ,:i �;m� � ' ,,,.�._ iNta r...r�ir�a� � ! � � �: (i i n�ir�.:�Iav�� u> _ � / r �, � �� i� ••�� --�•� �` ,� A -- - - _ - ��t ' ��►:1� il:�� ,� --..,�_ �....��.�., ,� .��,��, .�� a ' '� r►� l�J •• �� . � > ; � — — � � -- ( � � .:��r � � � � �� ' �/ 1 :�a., �,:. .a , ,, ', - Y� � p . — ', ' ,_ --� �-�. .�:�.�.�w�— ---..` _��_. � � � � ��r � Q �-- , ) ''I �,�� c ,, � , i;�l �'� � � I/ �. _ o�..netiev .�s�uii-u �i ��i1 S �� w�� . '__ — �� /, I 1 � 1 ,j � - . � � I 'r ��1 s= � � � -.t.:.r.�� -- -•�1.--s�m�� Q �- �� .� �:��✓'✓'�.:� "1�\�T/Z/_�1 � I � •/ � ' + � � � � 1 � � 11 � � �� , � � - � � ' ' ' - � � �If' � � � �. / � � .� II 1 \ ti /'�F-'• `J I + � � �„ .� a. ��n � a�� 'O. �'a�l.li _ �"�4-�'F. �� ' �r�� Ya-(�"� �' Mn.��1ti2Y NF� LI � o� COU h(TE.�2 �YDN�D ►.ct� � ct�.T��R�T►� �TtT1o1�t ��1D a n �. � � lo �g�l � � �. 8� GM t1 FY$" �Y�� D �{ �cJ�Rf�4-I�q -�#F-�.'� ��X.(�� M�� ) �� _��-�x� z� C� M�� . . � - ,, s- - �,. , r'ti�-• ��'.�►�1� � •�.� - � T.�,. s�� .x.�� iJ�l �� C-r`�. �r'�. �20 �t �� ) - �%l,l Q l,.t(�� Zo MINi � �fi• ca�l�. �c. �" �(u :.- _ ;.. � •, , � " �' ' � U ►o�' � ��4-- fi�'t��l �--- �� = � �"�u PROPOSAL REQUEST AIA DOCUMEN7 G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROIEC'f: �/�(� �� —. (name, address) �� x'� � 1 t�a'� . OWNER:�j�:�(�( C� Y,K.�(�' . � � � �.. TO: (Contractor) ��. Yl��-� �� ,• �'��c'r�� . �r�r' I�/�c�-- �D d(C�7 .� ! �'Q. �l� � �. � � �� PROPOSAL REQUEST NO: L�� DATE: �t)�� ) 1�.� �t' ARCHITECT'S PROJECT NO: �� CONTRACT FOR: C��'�(x,'�jT �� CONTRACT DATED: 2,� �� (qq� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: (Written desttiption of the WorW ��.°. ��,�..�.� ,�, � � %�� GL.o��' �v�� 'i' t-�� oVUN�z.S .�'S'T'�1M��Tr'�, /�ttdChf11ef1C5: (List atpched documenK that support description) P�R' 'itTECf: BY: r'GL"y � ` ' 1l�.J 11 � 7'�� • PROPOSAL REQUEST • APRIL �97U EDLTION • AIA� • m 1970 • THE ONE PAGE _ _ __ _-_ ..`_' _"�_.. ...� .� ��i •��t��ll`T!1\I fl /'° 'llYY1G . . - � � � � �_ f � __ - _ r� C��-� � }� L-�� --�� C.' �R' Dc� _J t'��,5 . _ _ _ ��u��T r _ ___ _ ___ _ � � ,�:�,� _ ��.� b�.l� �'�� ' ��t-�� S� _ �� _ __ __ _ _ �,��. � <-�-�'t _ - - _ __ -- ___ _-- - -___ _ . _ _ a l ,i _ G - �rt _ � -D �_ - � �_�_L� -- - - - ------ E-�� t,� _ �� c.� - - l-�� _-- ��P � ��( �t��,��'' —�� , _ - -- - _ __ - --- --------.. ° T?-a�� . �?� _ _ �'u Lc,� -- _�'r�l._�i�2'� - �l_ �£'—u�l�--- �� _ _ _ _ _ _- — - -- ----- -��'-��-.�,/-�-_._ �� r� _C_��'—��- I��' _(�"�l�r�_��,_- _ -- ----------- - -_ _____ __ _ _ _ _ - -_ __ _ --- ------ -- - -___ _ _ _ __ -- °_ �`��! �. __2.0- `�'c"�� , —�� -� � --��?r.�`'f� � __--- -�-�� t2� �-C' _ � �? ---- _ _ _--- -- -- ---- . . --- - _ _ ---- _-- ------------ - _ _ - --- _ -- __ � � �� _ a c...�'c�?�.--_,.03�_ _ _ _ _ �-_ �-`� �_ Y-� -- _ - -��.-p cc�c.�?� - �-�$ �- ��-� . _ _ _ _-- _- _ __ _ �\ O� M � 015 I _� ! �1"�'i J+ � �� - � =�: �� G��"i' �� — f+� E,.. ...,: :: �.. � u R.... �.+: �. : . . � Itl� �L.l�f,- rs ,, �r'� � � �� , s �t,b° _ ` i �/ J_ �� M� /I ' i � , � � �/i �� --,''1� T�-��, � O� 1 _ � ' ii � ��,�� -�� i� � 1 . .�� ., . � „�-„��.__:� - M �' _ � i� — 7 �� } Hlrv� - — Pv�D, ca r��N. �- — � �LF3�/ � �/ I x� L C�.i �� O�I � � 00(o C� � � �- ��- I � �i �� %� . . . . :, 4 . . , , � . I � / �--------- L�-__- �.� _I— . — __'-�:-�...._- - --_— 4� G � � ..�'f' I � �� • s i 2 .l- - - �- -- - - -� i--- �-��I _ ► �3 J , �� o I I i� , , _� i � �� : 1 ��1�- .. �- ', � �+.�,r�T'�?Ez � ; ; ... �: I � F�f� ��..�./ �� -� o0 2 I! � I� � � i ,, � �� f� ! ; ---- -� : I � £3 7- 8 3 �' . . . . � � � , _.- -- _ ._._ _ . .. � I i , �� , ,� � � � ^ _ _ ._ _ ..� �4-7 'Lo - 8 �-4 °u�- � -�,- - - - - - - - � ..- ------ J ..___..._ . . . -----_ _...__ � �� fi� � �i' �c�1� � " ° - _ __ _—__._ �o � _ 4 � �--- �� CJ l I - --- ----- � _._- -�--- — c-�`� -- ' ._..--- _._..... PROPOSAL REQUEST AIA DOCUMENT G709 � � � PROJECT: V�s,1�. (name, address) �� OWNER:��( OWNER ARCHITECT CONTRACTOR FIELD OTHER �� -T I � � ��`4T�{� -�. � �� _, J � � ,_, TO: (Contractor) �� . �r�c.� l�� (� �,. �'�ti�c� �. �r�t.' (y�cE-- 2GO �f�o��7 —� cQ . �� ,, �. � � �� PROPOSAL REQUEST NO: �� DATE: � � ��'`"'( \ l �� ARCHITECT'S PROIECT NO: ��0 CONTRACT FOR: �J��'�2.(�� CONTRACT DATED: �,� �� (qq� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. �eSCflPtlOf1: (VVritten description of the WorW �� V — � ��:� ',"_ . � ��,�� ,`�.� t�iN��-- o( L �- ��ls�'.,D ot C� ��-� �.�- -r,�.�. ��,� c� � a�c� �. �'� TO��! �� . c� 7� � �� P �� Q�,� l�ttdChltletlt5: (List amched documents that support description) � �� A�R' 'i1TECT: BY: !� /_ ^1 . �IT� � • PROPOSAL REQUE57 AP L �97a EOLTION • AIA� • �'1970 • THE OF ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ONE PAGE �+.., — . PROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER PROIECT: �fQs,�� (.�G�� '�� • (name, address) �� t� �� 1 t`�'Y OWNER: �� C� \/,K.� �-- ►� � /� ►_ TO: (Contractor) �� . �l�t.� ��C�Ci'(D�� I� c,, '�'�tit-� � . �;�" �� 20� Ly�t�—, GD ��7 -� CQ . ��'' � �. J� PROPOSAL REQUEST NO DATE: � �.'Y ARCHITECT'S PROIECT NO: �� i • � - �a CONTRACT FOR: C�j'�x,� ( � CONTRACT DATED: �,� �'� { I 1 �% Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. �eSC�IPtIOn: (Written description of the WorW �-' Y-"'y'�j�� 1"".t�"-TI' ` ��CJI�. �Q. ��(� Q' t11�� . J �?��r�� ,�� ts-r�ric� � ( l � Slbi�� .r..�c� ,?�,v ��rt-�c-�1�— �'�� t�'� . I��..�s-� �� 1�I�.� S�" �� o�cP ��C��- �t L'�rt�l� .�t D�Tc G,a. L. V�. fi�..�r�i "I'o 1�f'�'C�-� �Ir�z�r �.-��NSc o(� . �r�t� �.k�ad��. �c.-�-�'� • ��t'H��cq .�s 'Pa�s.�i�� "�- 1��.� Sc T�II�l�q ��c.sl'�t� . ,�t.,t� �� °�(�N�t �1�1p T'Rr'l'� ��l.L i� �i+� (=�--� �� ,J��o� - �t�t�-��'H�� #� 1'�j x x,� �� '��Z � N�'t'cJ�� C.-�=��'� ' �1--�- ��tit`� ��p ��.�.� ��.�.. '�- ��c1�Cc'� �� '� c�Y�i R c. 6,�� #�� t�R' '�ITECI BY: AIA OC AMER N I �,• • PROPOSAL REQUEST • APRIL '197U EDITION • AIA� •� �970 • THE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ONE PAGE �. PROPOSAL REQUEST AIA DOCUMENT G709 PRO)ECT: �i�(� � (name, address) �� OWNER:��( OWNER ARCHITECT CONTRACTOR FIELD OTHER �(.�� ^ . ��`4�� -�. c� �.�..1 �.-- .- : � = TO: (Contractor) �� . �r�� I��' �• �'�t-t-�� . ��' (�/�c�-., GO �kd�7 —1 �Q.�(�^ ��. � � �� PROPOSAL REQUEST NO: �� DATE: �" �� ARCHITECT'S PROIECT NO: �2.� CONTRACT FOR: C�j'�.(x�� I � CONTRACT DATED: �,�, ��' { 1 I � Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. �eSC�IPtIO�: (Written description of the WorW —' : �� ,�c - �- � �,�-r-�t�Z �..1-��-t'� o�l� �J� -�-�� c��.� : �—�— ��' �� (� � ��I�"5 ��--1�-�— 1�- �► NT'�� .�,(t�'CF�' �.. ��'oR� �'..1Q� �N1J i� TO �( �"�Nr 'C"�1-fG �(�� xS I Lt�lt�l�'P • F'�� csC'��- �C'��I7 �oo�p �F�� C� 'fY�.�—C'�D �v� '` ��6�- �1—�.-- ��'i�� 5X%� �'"� � `GC..�� y��i'c.1��.—. ��- � � . /�ttdChfTleflt5: (Ust attached documents that support description) � �`-^ 'lJ HR' '�ITECT: � BY: / L-, � �w� AIA D CU E G709 • PROPOSAL REQUEST-��RIL 197o- EDI.TION • AIA� • � �970 • THE AMERI A TITUTE Of ARCHITECTS, '1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20W6 ONE PAGE . p P•ROPOSAL REQUEST AIA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD OTHER ,_, ,, � : PRO) ECT: .�•� li � �lC� �-��. (name, add ress) � � _ �'�.��j'/� � , ��. �'`� � �, ��t PROPOSAL REQUEST NO: � � OWNER: �Q��/(� � X.�(L DATE: ��-�?.(i�� I-�f---. �. �� I� TO: (Contractor) �� /11'1 � ARCHITECT'S PROJECT NO: •-j U �c..S. v�� -�cSTP�J�� o(-��t"'�c.�'�(ot� CONTRACT FOR: � � � CONTRACT DATED: ��- ��C��3 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here►n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. D25CflPttOf1: (Written description of the Work) -�� ` ��--'�'� � � � � ��r,� � � � ,�tit.v - T ��.�.� �..1'� ��t P'�. �-vT'�.. f� �'�l�. 1�� T�� f�ttdChlTl@ni5: (List attached documenu that support descrip[ion) � ,�T-�. -t- � 1�R BY: AIA O NT 709 • PROPOSAL REQUES7 • APRIL �970 EDI.TION • AIA� • OO �970 • THE AMERICAN I UTE OF ARCHITECTS, �735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20006 ONE PAGE � � i " FEB-1(-Iy`�� 14��? 0 riOraROE � tJEWELL � DEhJ�JER � 1 3E13 623 EE02 P . �2 �� - �� G 1� - ��--� ._. _ ... .._ _._ . __.. � �2 �% �� '� •_0 .,�(,- \7 � r� � .� �Z �� : �+�.-��: � ��/ �7f " 1��:� /� .��'�-�-- t�-4�o� ,. �� o �- � PROPOSAL REQUEST AIA DOCUMENT G709 OWNr ER ARCHITECT CONTRACTOR FIELD OTHER � r� ►� = PROJ ECT: `�� V ` � ��' +� `^ ' ' (name, address) � �. ��(�'�.C� �, OWNER: �Q�1�/(�( � �.�i L TO: (Contractor) ��. �� ST�of-�.-1 � � �R. 1�`(�r.�� . L.�.%�� PROPOSAL REQUEST NO: �..� DATE: ��,.L� � � I f 1'r` ARCHITECT'S PROJECT NO: �� CONTRACT FOR: �C�fi�� 1 �d L � CONTRACT DATED: �.� G�'��'� 13 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSC�IPtiOn: (Written description of the WorIJ �� --� �� - -ru ��-�� rt �� I l �7 �- 1��-rc�-+ (8�- . �-�. a.,�c�-c�-�-- �r �� I Co '7. /�ttdChR12f1�.S: (list anached documents that supporc description) � �'T''t"�'�S �"�� f�R' '11TECT: BY: AIA OC ENT G7 • PROPOSAL REQUEST • A�L �97a EDLTION • AIAO • OO '1970 • THE ONE PAGE AMERICAN INSTI TE Of ARCHITECTS, �735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 �r��--�"..i.� /I' ., .:. �� j � � s z' � r. �.� _ �� ...� � ;i �� ,� .... _ w.� ....3...«..._.�,a....-s..a:......._:' •� a___-..�....�ti..-w—�_-._�. . ..,.. ' . .. ..... ."'_._._ . .. ..__. __-_ ,. . ..,�_..._.;. ___..._ . '� . , A 5, . j c..+�...`.�3�_.......�_.`1._a�....+.�' �.�....._:.`.�....�.......�_.�.......«......._......-._. .. �_"'.".. �....�. .... .. .. .__.._�.___._...,�.._� _.." " _.. �..... _. ..�., .�.. �"na 6�._.. PROPOSAL REQUEST AIA DOCUMENT G709 OWNER � ARCHIT[CT CONTRACTOR FIEID OTHER � �'. f��r,�c. PROJECT: � V ��C� • PROPOSAL R[QUEST NO: �� (name, address) � �. ��-(�j� � OWNER: �Q4�/(�(, Q'� X.�-( L DA?E: :�jl��-� C? �� I� I� TO: (Contractor) (—�, � � ARCHITECT'S PROJECT NO: �� - ��T�;�. '^ CONTRACT FOR: �OF-t��CX-��IO� L _J CONTRACT DATED: ��-- �,�'�(�Z�3 Please submit an itemized quotation for changes in the Contract Sum andlor Time inciciental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH Tf-IE WORK DESCRIBED FiEREIN. Description: pn+��n�� d�:«�PUO� of the Work1 �� L�T�� ' �� %--r -/--- Attaehments: (list attached documents ihat support description) `�� hR' '�IITEC?: BY: l ��-~� .w�..+d�s..n�'i.. + � ' _ _ - ��__'° • ' PROPOSAL REQUEST AfA DOCUMENT G709 OWNER ARCHITECT CONTRACTOR FIELD � OTHER �' PROIECT: `l.a.►V ��--lC�' �✓ `-^ ' . (name, address) � Qj _ ��(�'/.� �� , OWNER: �Q4��(�( � �,�( f,,,�, , �� PROPOSAL REQUEST NO: �� t--� �.j' .��_�-1 ig, ��- DATE: � TO: (Contractor) �j'� /� � � ARCHITEC"T'S PRO)ECT NO: - � �.-�-LJ ��. �/�� C�c�-r�a;�.�. L . CONTRACT FOR: �� `� � � CONTRACT DATED: �.�- ��C'�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCE�D WITH THE WORK DESCRIBED HEREIN. Description: cw��n�� d�«�Pc�on of the WorIJ �-= ��,�-�� - � �- � 2 � �i � ��r«� ��.�� .� �� .��-�.� 't�fi�f ' — �.1� F�.��C� �- �-�''�--� 2 c.�,,�-.T ��T�� r�� -r ��- -��-� rt.k� v�.�� - ST�� )2�-- �—�� "'fi,�� r��tr-� , /itidChRleflt5: (List attached docvments that support description) �� .�T'� ��S • �R' '�ITECT: BY: � `� � �� ' �' � r � � /elA DOCUMENT G709 • PROPOSAL REQUEST APRIL 1970 EDI.TION • AIA� • � 1970 • THE ONE PAGE j2i �i _o � � - -- _- - -- -----;--- - -� i , i �; �1`— � -}-�o �' I N�i �Jg�411 2Co'- �{-�� {zc'-Ne�� Q . v�c�.1�o�.J d— 1�1��c�._ w� �� _ I� �� • , �."".�IIII I�a��4iE►°.I�a��i � ']i►`1;Gis��l 4 I�� O � � � j�� = r � �� . � � � � 2�` — � Ia � ��1 ! �-j-t� _. _ . . --- �� _ � � ; ,+�-r� �►.�1 T o � tio2 t ►� ; �� _ �- �� -�, i �' '�� i �o�q, � ; N� � . •� ; : ; � � ��. ,.� _ _.; � , � ., : : + ��' ' � : �...�.....�� , • � 1 \ '�i a � , , ~ ' � � , ,�.,...� ; �� ( , � I _ � ; • .o....��..�.. �....,�� ; � � 1 � ! �� 'I :j _ I� 0 ;I -r I � 0 �>> � �� . . _� 1 2 • t 4 -- -- - --- — =F ( ( � a� ��- �� . � � M �f � - �• E �°�8�-0� --- ------------- � ------�_----------- _ � , � .�. . � � � - �------------ ! � �� ; �� w �'o r � k - ' 1 ;�-i��J� � �. 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N�. �-n.�r�� fi �'Rv� �c��; b,�M ��i N� � �� „ ._ . � � � . ..,�� ri • 3� � • � � sr' - .! � � �^,��.1.� c��-� ,�,' _ '-�►� Y L �. - - " _ _ ' PROPOSAL REQUEST AIA DOCUMENT G709 OWNER � ARCHITECT CONTRACTOR � FIELD OTHER x �� PRO)ECT: .� V�� • PROPOSAL REQUEST NO: �.._.�' (name, address) � �_ �.��i�[-/d� � . TL �__ OWNER: �Q4��(�( �" �,?5.( L DATE: P� `�\ �� f TO: (Contractor) �� ARCHITECT'S PRO)ECT NO: ��. �/�. C��TU�Qi� o(� t� CONTRACT FOR: � "�C��C9 � _J CONTRACT DATED: �2- ��'�('��3 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed rnodifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROC,�ED WITH 7HF WORK DESCRIBED IiEREIN. DeSC�IPtiOf1: (vVritten descriptian of the Work) (�-� ` ��' � ��I� �1� �- �i T� �� [��t-' c'�-�'-� �'I_ � �_ ,�.,�'"��rf�.-�f- i�ttdChf11011t5: (List atnched documenu that support descriptioa) hR' 'iITECT: BY: AIA UOCU ♦r,�cair�N � - � _ . .rt►� i L RCQUES7 • APRIL 197D�-EDLTION • AIA(� • 01970 • THE ('TC TTiS lJFW YC1RK A�/F N W WASHWGION. d.C. 2OOOE ONE PAGE _ �� I i i V� �yyI�j�,� ! �� I� AI�V ' �F 1 �.��'�{z1.�,1,��I:t`. ;�R..1�L.� I�uT� t?�.:f�'��. _� � �� 1 �- �'�-t- i �fi�.► l�. 1''- �'�ou � �. � � F � `� � _ �� _.-1'' =1 � -o � _ , _ � i((( '. *`+ / z k ! :; l�' [ � U.�L • �4.J '�'2 �� ,pi•`t'1� Of�l �,�"c�'y �o� :�. �-,-�,, �,� � wl � �. u��c�G��p c�r ��' �c��'� � � W R� �'�. �'1.��'�-1 0��? fioP o�' _Gd�ti', 2 �- , . _ . : _ ��=,..=�u,.., ... • . . .s..._�- . _ . ,_�. , -_. _ . _ _ , _ - - - m � PROPOSAL REQUEST AIA DOCUMENT G709 PROJECT: �!� V ' �- (name, address) � �. OWNER: ��,t�/(�( TO: (Contractor) OWNER ARCHITECT CONTRACTOR FIELD OTHER � C.r.��r�l. u�� . PROPOSAL REQUEST NO: 2, � ��.�� ._.� � X.�( � DATE: � l �� ARCHITECT'S PROIECT NO: ��L� �. �/�-� C��-r��ti� l 1 , CONTRACT FOR: ��.i��0`� � � CONTRACT DATED: �2- ��('��3 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROGEED WITH THE WORK DESCRIBED HEREIN. Description: �w��n�� de:�.�PC�a� of the WorW �� : �'� �� -��- � _r ' �s � I � �. ' �i� � � � � .� I �,zy: • �� .. , ':if /�ttdChfT1Q(1CS: (List attached documents that support description) i�R' '�IT�CT: BY:/ .� � � y � �.�� Ai,s• DO � MEN/7 G709 • PROPOSAL REQUE57 • APRIL '1970 EDITiON • AIAB • � 1970 • THE ONE PAGE ..I,�.....�...F��..��. ..� ...,-�..T�.-�.� .�� .�r.....l...�. .v� .�..� u��fulAl!'Tllw1 r�!' �lVVI� �\ i � ; � � '' ` � � .; ; � ,� I� - �i! �.� . � ' • � �-�' � L__.___1 � I f I I � � �� .� = � tt''�''i� G - — 'ye�-�= ,� ; i o � o ,o - . � � ' : y � ,, ..-: : � , . � . , ___ - -- - ��`�"'1 R.� I - �— _� � -- _�- . _ 1---_ - _ - �, : . -----_ ____ .;��j;_; -�. ° � / ' �tv ' �� . , J (� L� ' V Q � � �r ---�� / ; , v� � / h� __._-� � � +'-^-� ' � � � � � � � . i ��I�I _ • �! � L� ,,.� t-{.. ►--, , ,, �, �� ` � � � 1 � .- r - � . � 1 � - - • _. . _- --t- i . t t ` � f- � i '' � . ._ � . �: �. �- . �� ; � . ; � � _ �____� �► t G QE,► �� c , T �� i .—:, F. . i _ . _i - I . . , ! . � •�: ; ' ��'_"' �� '�rot? ,�►�-:_ _ _ . : ' _ i � �,___�_ �, � � -- -� , ' �� °�� I � , I �� ,� �° �I � , :, , � 7 + • � l, ' ,i -t- � � I � / -_ ' � � • 11��• •�• • � � �� II < <� � � u -" t v,_ , .., ,� �� : ,� :� �� ,� r '' � o . �- 1 � _i � . : � r� 1 � ! i � � � .L�n�� ' � » L1I22I2l2tI itl�22itt12ttt� C� , �1 -� l� � C.� I � ' i ' •� „� .1J �..�'�`T�� r� � : . ' i , ' ' � � � ^-�-+ `�---J � � r -- ; ,/� � � , � � � � � 1� � � II�ZI � __; .-_ _ __ . � _—� �� i J . �� / � ; I � ____�_, � ., ��• �i i- * � � i � � � C—r� c�c.r� _ �c: 7�--�- _�— - �„'=�-*-- i k " ' i. _ i i _ ; � , . _ , � . �.-.. - � ' �1� � �I � i � �l �� L�1 ;: c- c� .? ` ' � � . . iitucic:z ; � � - '-�v,_' .C; "`� � . � � , , � , � �._ � � —��_ �.✓ � 1 . 'YC. ;�_ \ . 1 � ; �� ,.� ;jJ { ,,c,.'+•'t;'� �"lj '� J � ' ' � , 1 • � t 1 , � . � I ^ � i � � � � i ' / � � < : � � ,. , -, .` � , � ' � r �: � Y�-. =- � � , '� ^ , ........ .1 � � � . . � �� < �. �✓ � / i � , � - �T �� _� � � - _..�_ - -.. _. � / �- �� ._. __ � : �+ .�� c. � � � ; ! i _, ; � i i / , � ' � � � � i � , � , , i ' � ' I � � � ; , , , ; ; � .- � _, ; ; � �� :_ ' ! I � I � --f � / i t i ; , , i / 1 . , �, , � �. _� - � hf I t' � ;� .: ?� 1 � � �� ;� � a � �y � i �� ! �+ '€ t .�w,.��...�� ___, - --- �� ------4,��. PROPOSAL A� CHITECT REQUEST CONTRAC70R FIELD AIA DOCUMENT G709 �.��{�l.� OTHER X PRO)ECT: � V ��'«� • PROPOSAL REQUEST NO: I� (name, address) � �_ ��j� � OWNER: �Q4�./(�( c� u,?s.( L DATE: TO: (Contractor) �� ARCHITECT'S PROIECT NO: , ��. �/� ��-r�r�..�. wIf�, CONTRACT FOR: �C�'�fi�C�L�� CONTRACT DATED: �..2- ��('�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifita- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEEfl WITH THE WORK DESCRIBED HEREIN. DeSC�lptiOn: (Written description of the WorW ��..° ��,.� �,-i d-- �; � �.c� -r�� .� ��. • i�.y � � � ..; .. • s'I ��.� � ♦ .r - . . . .�. ,. ,� —;�.� - t /��ChIT1@(1t5: (Ust attached documents that supporc description) �� ,�-t-�4-r'��`a. �R' '°IfT�C'1': BY: AIA CU �T �Cs769 • PROPOSAL REQUEST • APRII �97Q EDI.TION • AIA� • � 1970 • THE ONE PAGE •AA[DI 1 TVf11TF (1F AQ('FaI7F!'TG '17'�S NFW YCiRK avF . N.W._ 1NASHING�ON. D.0 20006 �. 1 .. -�'�.a��.�.u.�.ti ..._,f .�..��..y..._`�. ..:..__�_i--�-��.i_�...,�. ...�.,.__.._.,_.___._.._._u �._�._...�._.�.__��.r..�..�.�._._ �......w..rr�+�rR�Y�� PROPOSAL REQUEST AIA DOCUMENT G709 � PROJECT: �� V TC (name, address) � �j, OWNER: ��4�✓(� TO: (Contractor) �� . ! ` OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD � � �r' ,r_' ' OT H E R 'Cl+��•t—i �--1�� t'. ��-t'�-� � . � X.�( L DATE: 1h�,�ck� �� –1 l� � /7 � ARCI-iITECT'S PROJECT NO: �� r Y �'�"'�"� ��{ �VI ,6�} ��`-� � � CONTRACT FOR: � � _J CONTRACT DATED: ��- �j'�r��3 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. PROPOSAL REQUEST NO: ��i THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSCflptlOft: (Written description of the War1c1 �•. �� ,�-� � � � �� ,�.-�- ��-r ( '% I �-. ,� . �1it3ChR1eni5: (List attached documenu that support description) !�R' '�17ECT: � BY: AlA DO U T G - - -� �� !�T`�%`�-� t � ``��T'- �� • PROPOSAL REQUES7 • APRIL "1970 EDI.TION • AIA� • OO 1970 • THE _ _ _ _ _..____—_ ____ ..�... ..,._., ...� ..... .... �....�1-.-�.� .� r �rvinc ONE PAGE 2 � � _ �� , �� o -� _ _— -- — — �- � : ► , L � , / �� _ ' ` :� I � _ ' 1 g �� I�Z' k r ( � : :.:. _ -- --�--,�. �` �� `� � d- �4'�' �''t� '�' � � � � -' � � _,_L = Q -� - � -- t ti -� -J � � �: , i� �� QUiI? i q ; � �� 3-0 � � I ��! � � I i _ 1 - -� '. � - �vTo 1�+�,r'a� � ,�d1�.�° f�°�''°� _ - -- - � `� � � � , - _ — � �i"DI �-►' � � � � Co� �1.�� _ °� I _ � I?3 , I I �; . �' _ . � — , p {�. �� °I'-8'� - - - - - - - � �� b o�� i� �g T -�"o� �"' I�.�I-1 , � } � � °f � a �'-�d.�e" 7�-�%'� ��-�'� i _ - - ; 2 0 188 2. �-` � � I ��i' _ -N � ± , i I � N t � � i 2-��! � � �� P_ _ _� = Q ; � ,; , ; q � , �p. 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H ALUM. 6 12/ A10 12/ A10 9/ Al2 SIM 2 3 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 7 1 1 20 min 3 '" '" " AK A K.D. 7 1 1 4 3� O �� 7 _O" � i �'/E}-'� .�,.�' �' 5 �� G H.M. 2 21 16 � �' -ExiSt 6 EXISTING TO REMAIN 7 EXISTING TO REMAIN 8 EXISTING TO REMAiN 9 EXISTING TO REMAIN , 10 3'-0" X 7'-�D" X 1 3/4" H.M. C H.M. 2 20 12 20 min 5 11 3'-0" X 7'�" X 1 3/4" H.M. E H.M. 4 20 12 13 20 min D1 A 7 2 3'-0" X 7'-i}" X 1 3/4" H.M. G H.M. 4 20 12 15 D2 13 3'-0" X 7'-i�" X 1 3/4" H.M. C H.M. 2 12 12 13 20 min 10 14 3'-0" X 7'-t9" X 1 3/4" H.M. � H.M. 4 20 12 15 D2 15 3'-0" X 7'-t�" X 1 3/4" OAK A K.D. 7 22 8 11 16 3'-0" X 7'-(x' X 1 3/4" H.M. G H.M. 4 20 12 15 sim. D2 17 3'-0" X 7'-0` X 1 3/4" H.M. D H.M. 2 12 12 15 7A a " � �. k ,_ � :;i �-� 4-��'��Vta �`�, L��R �� t�`�-,�iN� �1r��. (o(o� 3' -di' x 7�-O�� X ( �-�� ,P 7 ' � }� �AN(n,l � '�2�c('S�� Si1b�. ��. O R D FRAME SCHED DOOR DOO�€� DOOR FRAME U.L. HDWR NO. OPEt�211�G SIZE MATERIAL TYPE MATERIAL ELEVATIO HEAD AMB SILL LABEL GROUI 52 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 7 1 1 2 20min 3 53 3'-0" X i°-0" X 1 3/4" OAK A K.D. 7 22 8 20min 3 54 3'-�J" X 3'-C" X 1 3/4" OAh A K.D. 7 1 1 3 20min 3 55 VOIQ s'6 3'-0" X 7`-0" X 1 3/4" OAK A K.D. 7 1 1 5 57 3'-0" X 7°-0" X 1 3/4" OAK A K.D. 7 1 1 58 3'-0" X�"-0" X 1 3/4" OAK A K.D. 7 1 1 5 59 3'-0" X 7�-0" X 1 3/4" OAK A K.D. 7 1 1 4 , 60 3'-0" X i'-0" X 1 3/4" OAK A K.D. 7 1 1 4 61 VOfD 62 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 7 1 1 2 sim 63 3'-0" X�'-0" X 1 3/4" OAK A K.D. 7 1 1 5 64 3'-0" X�'-0" X 1 3/4" OAK A K.D. 7 1 1 11 65 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 7 1 1 66 3'-0" X�'-0" X 1 3/4" OAK B K.D. 7 1 1 8 sim 67 3'-0" X 7'-0" X 1 3/4" OAK B K.D. 7 1 1 5 68 3'-0" X 7'-0" X 1 3/4" OAK B K.D. 7 1 • 1 5 1 �s,� '-. .,�,. y • ' . . � �>� '� i�� -�•' �' . .1�' .�k..�'��;�� 20min 6A 8 4 4 4 R EMAR KS 20min 6 6A �j'�uJ, �� S't�1�� '�, 2 in 5 20min 8 20min 16 20min 16 20min 16 =�; `;'=� .,_....,._...,,.4� ..�� .., { <. i,:.�`S .�4 ,..c: ''� 1 � ' ��r�� "c^e>^��i� i . � . ,k �� , . . .... _ , � .. .� � _. _ _ _ _ _ _ __. . _ .. ._ .�> : .._.. . } . - — -�—_ ,-�' ' �tfC►� �_ ��a��- u � �� .: .. � PROPOSAL A� CHITECT REQUEST CONTRACTOR FIELD . A!A DOCUMENT G709 �j� �,,�,Yµ6��OTHER �( PROJECT: �( C� 1•�� PROPOSAL REQUEST NO: �� (name, address) � �� , � OWNER: fiOl�fy� D'F �� — DATE: ��'P�� ' ` 1� TO: (Contractor) �(� .. Y I C�-�� C�,-tQ2vGrt"td-� (� • � ARCHITECT'S �PROJECT NO: �2�-Q CONTRACT FOR: Ca�-�� .�1 �C�.,� � CONTRACT DATED: 2,2 ��"��(�'�,�� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: �v��tten description of the Work) �-� • ��-,�� J`.''c_ I � _ � g' � " I � r I - ?-�� 1 J - �' 1 � � � �-- � �- � -C� . � i -, �.�«� -}-4�� . �-'�-r-5- �� -� �T� �—�(S (c�lS l�l �� '�'--x� •�R�,� s� � �� 7 7'�{S � 3�o�s l N c�,u t�� ist�..S rt'a C��.c� l�.d�.l(� i-��•R€� l� ' Tt-I�C—. ��-C�l� .�� 5 � �fii �� , Attachments: tusc �rr��ne ocume at support description) -�a�t S� ��t�n�cc'q �e,�- '�-"Z.�12 '�'�.� t��,T�p !1 �23 �q�, ��/ls�v i-�bt s�i� ,�s.� C(,� . Pt-�,t-1 %_�"� �� /za, 1`t � �� .�7 f✓j'�-e.�-� � ��.. ��lS � - � ? � - �j 1 � � �.c.� � - � �� .��«�ts �,-�v � � �rQ l � �) . l�R' '�ITEC:""1': BY • PROPOSAL REQUES7 • APRII '1970 EDI.TION • AIA� • OO 19'0 • THE �F ARCHITECTS "1735 NEW YnRK AVF_ N.W. W.4SHINGTON_ I�.C. 200f16 ONE PAGE .�,�.. � _.�'''`_._.. ._.� ._ .._� :_.._.........._._ ._,�� - - - - - - - - . �„_ � .�.._.. . y _.:_._. _ _ _. 1 _ ._ .._ . .. . . . . _ . . .. :.-.�-�.v�!.ti4 � .. . . . . - -' „°�" ` _�_:5�4$... _ . ... . `�, r j: � 1 � �c �� t�T�rr�� . �� .�,.,�:.�,, <s-�;. � �� , �lt��d �� G�, �P P� G!� . �� S�-, �;EGc� Gl,-Cct • x ___- �_._.__...w._ u.. - --- ..__ _ ._.�,,,..� � �� . � � �'�t�-.�-c�r� �=�--�, ��..�1. -�-�o�r� ,��-� . � �� . _._ __ _ .. _,�... a..�;;.�-,,.-_ ,`i--^ . -- - --- ; z. !, e Princioals William R. Kimball ]ohn E. Pazks Norman G. Almquist Robert E. Sidwell Stuart D. Monical John Jansons Neville F. Gaines Tim L. Moormeier Senia Consultants James H. Konkel James D. McFall Cyril DiMercucio Senior Associate Mazk C. Scott �.� . , , McFall — Konkel & Kimball Consuldng Engineers, Inc. 2160 South Clermont St. Denver, Colorado 80222-5007 303-753-1260 FAX# 303-753-1312 November 19, 1993 Mr. Joe Miller Roth Sheppard 1623 Blake Street Suite 350 Denver, CO 80202 RE: Vail Police Department Additional Services Our Job No.: 7274 Dear Joe, � Associates Scott A. Lohr lean M. Petkovsek Sharon A. Rocld Kathleen M. Strattnn Dcwglas A. Wissner Wyominb Office 500 E. 1RU� Street Cheyenne, Wyoming 82001-4618 307-634-7647 FAX# 307-638-6094 Please issue the revised mechanical drawings M-1, M-3, M-4 and M-9 and the attached change items. These items are in response to the first floor remodeled area changes and to the fire departments requirement for pressurization control in the first floor remodeled area. If you have any questions, please call. Very truly yours, � � Ed Holmes EFH/lma ��-,,.>,;.��.. . . _ .' � �Y . ,� . �,+�, j � ��. � ❑�❑ McFall - Konkel & Kimball Consuiting Engineers, [nc. Joe Miller November 19, 1993 Vail Police Department Additional Services Our Job No.: 7274 Page 2 Mechanical Items 1. Change EF-1 exhaust fan to exhaust 970 cfm with 1/2 hp motor, and 96 sones at 1250 rpm Penn Centrex 1056A. 2. Specification section 15900, 3.12 sequence of control. Change MUA-7 and EF-1 control sequence to be-as follows. Sequence of Control Under Fire Conditions. MUA-7 Make-Up Air Unit If a fire is detected in portions of the building other than the first floor remodeled area/holding areas, then MUA-7 shall go to 100% O.A. with the return damper closed. Fire/smoke dampers shall be provided for the return ducts from this area up to the second floor. These dampers shall close under a fire condition. EF-1 exhaust fan shall be shut-off. Upon detection of a fire in the holding area, EF-1 exhaust fan shall remain on and MUA-7 shall go to 100% O.A. with the return damper• closed. Fire/smoke dampers shall be closed. ,�,< SL L " _'_i_..._,_... ._. .._ .. ... .... .. ..._.._.�. ._.. . . . _..' _ '.. . ._ L �._ _, .r,,��i�- X PROPOSAL OWNER � ARCHITECT REQUEST CONTRACTOR FIELD . AIA DOCUMENT G709 c�F�F �,p�,`�NSbNOTHER PROJECT: �( C� 1•�� PROPOSAL REQUEST NO: I� (name, address) � � �' . OWNER: �Dl�l�,.� D'� �i��---- DATE: �1�lG"1� �� ( 1 I� TO: (Contractor) �� u�� Co�-c�c.-t-�ac-� ��. � ARCNITECT'S 'PROJECT NO: q2� CONTRACT fOR: CQ(��(�C.�t� (C� ,� CONTRACT DATED: 2,2 ��zl�s�'� {� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. D@SC�IPGO�: (Written description of the Worl� }� -��-c�o � .�� ' f � c-r�� ( �� : -f ��o�� -�. �G � i c�p-�. �- C�-�4t�c� i -r- .� �('t1"�-- G �� = �- l t—1 L— I�'c.J �� r� �"t� i+� S��Ti �( I�v I Q� , `��r� '��lt� �,�("� �c ��-!� c�-x-� tt--L 1-(F�S �' c��u t-r d- v�r c�- ��-�-c� l� �c-rt' � ot�. I�7� (, �� -�--�-',�-t-��.� _ /�1ttdCh(T1ent5: (Llst attached docvments that support descriptlon) `. � _ ��G�� ` !! �_��'��j�= - hR" 'i1TECT: BY • PROPOSAL REQUES7 •�PRIL �97U EDITION • AIAB • � 1970 • THE ONE PAGE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 u��r,y.r.3 _..,.._..a...y.l'.�....r...-w�_.._ . ....�. __--._:.Y�.a.`..._._:e... .. .. ._ � ..>� .�._.... _ _ _ _ ' __ ' . ' � .� . . .. ,.. . . . � . .....� . .. . . � .. . .... . . .�...�i��.z i � , ,' d'� .z � - :::a� FP,Cir�9 MKK E1'�1�INEE1'. , "i�� .;:� i i�� , .,_ Denver, Colorada 80222 2160 South Clermont Street 303-753-1260 [i�'ifl(I� ❑�❑ McFall - Konkel & Kimball Consulting Engineers. Inc. SNOP DRAWINGS SUBMITTAL R�VIEW COMMENTS Page __.1___ of �� PROJECT: VQ/� IJ�/iCc .J'��v� �o�<l��ii•. MiCK JOB NO.: � ,E7a�� SUSMITTED BY: �", �/�� /G CBr,rfruc f"i oti Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Name �ics-ard Cfi• p''L?,.��, Date /��/�.� ACTI�N CODE KEY: 1. No Exceptfons Taken 4. Make Changes Noted 2. Not Acceptable 5. Revise and Resubm�t 3. As Noted 6. Submit Specified Item .___._.�.�s._...�.: _ . :- - - - -. _.. _—.- �. . _ __ _, - ._ .__. ... .�.�._..- �1'��`—� � PROP4SAL A� CHITECT p � REQUEST iONDTRACTOR � . AIA DOCUMENT G709 �� .p,Yf�S6NOTHER PROJECT: � I C� 1•�� PROPOSAL REQUEST NO: ' (name, address) � � �' . OWNER: �O�l�„j O�F �.�I�-- DATE:�D��C�'�-�� I�i �� TO: (Contractor) � (�� /,,�.` � � ARCHITECT'S �PROIECT NO: �2�-Q � Y I G� C��Q2.vG�l� �� • CONTRACT FOR: CQF��Ci�Ir�L.�t� IC'� � _J CONTRACT DATED: 2, 2 � �� (�J['`«z� { � Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PRQCEED WITH THE WORK DESCRIBED tiEREIN. DeSCfiPt1011: (Written description of the Work) -11—! �3•��°� N— �"� V r �► 1 V'•—� �� I �� ' i \) 1�—d `J 1 . ` ��it� �/�- �� c�-l�cfi' t�-� /�� , � . /�idChfTle(ti5: (List attached documents that support description) �� MR' 'iITE�.i': BY: l . ��.51�1�.. ��C.S o�" AMFR�OANIINNT�TOF nFP'RO�OT��REQ7�SSNFWAvnuK,A7a EDN.T�ION�A� IA87�D�9n�•?(T�HME ONE PAGE �r .t ► - - - _n,..-��e.-,.d- - - '.--. ,.,r.,....�..- _�.,:.�.+..,..�- . T . , •4� �-f�t �yE �� ' "�—' A OWNER?�� • PROPOSAL ARCHITECT ❑ REQUEST CONTRACTOR ❑_ FIELD �ZC . A!A DOCUMFNT G709 �� .�,`�t�{OTHER l "� PROIECT: � � C1 1 • �c (name, address) � �' �, OWNER: �D�„j p'� Vi��- TO: (Contractor) �J � U�� Coc�-c��c,-t-�� +-4� . � PROPOSAL REQUEST NO: ` 1 DATE: '��f�� g� �� ARCHITECT'S PRO)[CT NO: �2� � CONTRACT FOR: CQ(��%�C.��S (C� � CONTRACT DATED: 2,2 � �,.� (E_k►�(� {� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIBECTION TO PRQCEED WITH THE WORK DESCRIBED HEREIN. DeSCfIPtlOf1: (Written description of the Work) �� G— � �- G— � ,, l_: � �—�.� L— — '7 � —�+� �c �u�� —r�� r� ��.s�c�� --x� c c� � '�4� ��#--E- �� r� �- -t--+-� ��--t--,�� , � � , /�ftdChf71Qt1t5: (List �ttached documents that support description) ��r� BY ��c�—� G�� — -��/cs�� .-�. -r-�� .,�. �-- AIA D CU NT 709 • PROPOSAL REQUEST •.3f`RIL 1970 EDITION • AIAO • OO 1970 • TtiE ONE PAGE AMERI UTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING�ON, D.C. 20Q06 . \ ,� `�, - P�L10E ��PT. ---�--.-�---- . � � i .. . _ - -._.__. --s,7.e_..._--�1 \\\ '1 `�• �, � i� � � � � / . �� f . � �\ � � : . �� i `' � � CONC WALK TO MATCH '� ; �-� � � � � � ; �� - �� `� __ __ �'--�-._ �X TOP OF WALK '�� TE��Ao C`7' ��` �,....--� �=`r j�..` ,� �\+� /� r� i � ` � �► �_ �; 1.0'�CIEAR + U - ---� \ � �\\`• ```�c- _-___ r�J�, � / S7AIR -- :, .\\ `, ;-�`� �..� _ .� h /` ��; � -RiSER = 5� 1 �2„ y , • � � '----.__=' -R�N - 14' \ ! l •�� -�� -.. --�-�_ i '. 1�' y--� - _� � � 1, -----�__ t 4.30' }Q-'r - `'�" ,_"'�. \ �\ �` �- �. __ r��E�FH _-_._,_ y �` �� ` � ' --- � t r� � , , r .: � � � r 4- ��`r � _Ex - 1. � �--�.� �' � , -v S ,, `` ,F , ,� �, , , �.,- �� ,� _ � �� t � _� _ a� � 3p � � �. � � �_ ��r• .1�` _ � J - �� - 4 e $, �` . � `� � � • _ _ � '--� ` ,�F t' , `ti.,. ,.ti ` � � Z -- - - - _ '_' -� �- .+. i � _ � --� t � i -_ _ -- -- - _ ' 1- ` '(", b••�.�� - 4-� -� i' '-''� �-'``'- � � _ �.-j - _ "'�.� g'X 6" REDUCER� -� _` ` --.�.�,��1= `- � ` -+-- _ _ - _ ��' �... _ ' ' '� ` = �_ - _��; 63�4�;� ^1 ` _ -- � 0.�`° �r� _r �_ 6 �'A� �0„ �_ PROP ASPH,4t'F� _1_ o�� Q� -- E-sarr wa�K �� - _ � EXTENSION �•�� ,� a ^ry' Xf _~,_ _ � "' — _ /a - „ �`�. 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WALL 6',9 43.34 LF,� J ` ,i• � �'. � �3�.. _ �1T� % � _ a'��l��v f�•�ta•� �'� -� --- 25 � � - --- , _ � _ T_ � --- _._ LF pROP 6, CO�C _ - - -��_ _ ___ _ -1 __ _----- --- �-�t._---�,_ _ _ _� v�R WaLK - - ; w — _ _ _-�. - �� a�ig CROSSING�$lGN �`�' __ - __ _ � --- _ --_-----� -- u;�_ W11 A- 2 - - % ,xi�o ST1� �'f �f-5��_ __R€I�iO�/€�EX ' - , � _ ` 6�.. �N�� 2 +� 4" C�EANOU�_- -.__._ 16 CMP j � INS�+LL �' �E 13 iNLET � STA 14+23.34 ' 6" N£ADER CURB OvER EXISTIN�`24'�C.�AP_ 55.04' RT R='o' f CL STA 14�9�.31 40.04'RT - --� -_. _ kNV = 61.34 � = �o.3s' , , Tc� _ ��.o� ?� FoQ _.___ �--_ __ __ _ . QcR ? INV IE� = 61 _�.5 �-- -_� STA 13+76.95 37' ' !NV OUT = 6'..01 � �--�- ___ FL R=7.00' _�QNT�ACT4�? TO VERiFY OEPTH _`---- __. STA 13+76.95 44 R7 a;.- AhD LO�a��t--IIF_EX 24" P�P� �- -� 1 �� --- ____�__ � 4+�p_� - _ �1+ �� r �� I•'�� •, ��► � � -_.._� • �• ��: . � � . �f � ,' � i�� •. �• � •�j��.� -,��.-��i � • ��3•�� ;�� _ _t.�J C \ �1^ i :- = - �� ` �f �i � �- �'c U�c� U:�r � U i' � ,� -------- -- ---- �-----�`-_ '' � � `�- � �'� � PCR � �1� � 2 �'- o � - -- �ZA_ ? : r� __ _ _ _ �� ` �i�f �`'_-- Z'°� c�;� � _ . � - _ __ - � � 1! 7',q �� --_.. ___ ��:� � �, `-- -__ _'�-``` _, `\ ��A� J t.c �''�� SAWCUT EK A OWPAN '-.-,_ __ -� � ��__ v v. � � Q � cr TO 1NS7A�� _. ` � -' ,\ - - _ � . --�;� o �- � � � � '- - o?� ° - _-' - _ - _��J �\ \ --- - : ,==� _..- - ....--:_�_ Ex�Sr v`�,�� , _ � N G SI GN -` _ � �� `_`. _.�\ ��`,. -- 1�� -_....._._... & ' _ _ � � � -� - -- _ � `� � ��•, � �� -- .�-- _ �'C_ G - _ _ --- __-- . � � i ,� I, i � `' . S��1��r�� STaIR N TS SECTiQN L � �'-�- 4,--i•. � .� � F w a 2 � 0 � _ < ,,,,� �CK 41— R '`� PRJPOSAL A� CHIT[CT � REQUEST CONTRACTOR � FIELD AIA DOCUMENT G709 �F� �,YMd�{OTHER PRO)ECf: �( C� I• 1/� PROPOSAL REQUEST NO: ' O (name, address) � �, �� ' OWNER: �Dl�,�j p'�' V.�`1�j-- DATE: � «—� 1� TO: (Contractor) �� coE�,-c�G�t"�� (�--� . � d � ARCHITECT'S �PRO)ECT NO: q2� CONTRACT FOR: C�� tC� � CONTRACT DATED: �2 ��:.1''��—�, I� Please submit an itemized quotation for changes in the Concract Sum and/or Time incidental to proposed rnodifica- tions to the Contrad Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED fiEREIN. DeSCfiPtiOn: (Wrinen description of the Work) � : �� 1 � ��«-� ��5 �.-r �'� � � �o �/a-� I �-� �C:� {�c�� {--�c�c..��-- �� c-��"z��---� �,�� , T`�'t� �� T-� �TT�.f-f r��`- C7f-�J�., ��,�i �� '��-S T� 8 � j��i o �L� l t—�. �="c�t�c�2� �j'' , Attachments: �u:c attached documents that support descriptloN hR� 'iITE�T: BY: ��- ��rr�--�t-I��tT; �� AIA OCU E G 09 • PROPOS�L REQUEST • nPRIL �970 EDI.TIOn • AIA� • m'I970 • THE ONE PAGE AME K IN I TE OF nRCHiTFCTS, 1735 NEW YORK AVE, N.W., WnSHING70N, D.C. 2000G �;:.,r,:4„�,K� _ :_.. , ,. _ .. . � ..._:.;�._._,__...._._.;,��u.�.�rx �; _.�_..,, �:�.,; ;,� - - - • ,.�.. � ��'� , �,: ,� v , � m z �1" - �� -#�i�-... . ._-_ _._ _ _..___ . _ : _ . :.; _ : �.._ _. _.._--- .._ .�.___�_.��r._ _.. _ . . —��.�:�,� ��, ��- N� - _�_ _ i � � -�� d�.l�_. � �.�' i�?��-T4t� �"D �� k�E ,� � __ ,�� ..., . _____ � ! I� �, � i� _ � _ _. ,_ — , � � �,�f C� °�i� �dJ #' ��'�4� �-YP �c.�.t� _(s�� .-C1'�sCl�EM�T� ' � _'= i �� _ _ �i/" �o- 11�4 5 0 � � ?`� 1 �f �. ( � 0 _ � 4 �i` � Z a — 3-D�� ; �}�- o !` I '�G� � � � - s .�- •� • �� -�// .► - ►� . ---_i�C�C%�� . . �_ � �,�� . . _ _ _ . . C�� ,�aT-��s,G�� i�- � I `F-'1 `�' � : °�1,�=�� 't"I L�i 'j'D `�` ,.►�.i1-� Ct'�--�'(� �'�3,�1� ��' � �i ��; ��, f �=.�}-}c� � � ��' = , �t.l i`u� � Q 1�1i�1��- � c.�-�4T�,nc�- '� �r�1 � �� ` _ �--- �f=_� - �_.�_.I�1�..L �'Gub � ---_-��r� o� . . --- -------_ - ti ---_- -�.-G��i�:_��'ot�,l4.� -�t�.-� I�i� - n _ _ � ; _ ,. _� , ._ _ _ --------.-.•--. _.�___.. __� � '0 . . O,'G. . " • . . . , , •�o . ; , • �o - � --=- ��-� �p��. _ t�.�(��.1� ._. _ _ --- __.�._ �:I�,¢,� ; _ �. �' 1 �"',�S1,of� _ _ _ - _-- �--��'--.. __ �:�_... _.._.: -_:-.__ _ _._ .__.-,� ; : _.._ ;p�� '�:-. - - _ _ . . . . _ 1 .___,.._._ .._____.._ � ,,�,:p„ i .d, � , � �,. '.�I� V 1 �f.�-I ' �' T�/ ��' �/�-1.� Cf�S i ; ; ; r=-�`f'U��.�t��'`�.��'�� ..0 p. r .--�' �.�-�I I�ID �'i � . .,. ��.�. _. .. .. ; _ _. . t._ ._� .�`-�� '..:�T_-!�.�� .�._. � ' �. : 't ,1� j [ �t -. .. � _ .- - ._ _ _._. _ . �. ._ �.-- ': .� PROPOSAL A� CHITECT � REQUEST CONTRACTOR '� FIELD ❑ . AIA DOCUMENT G709 �C�'F CAI�OTHER PROJECT: ��(� �� PROPOSAL REQUEST NO: Q� . � (name, address) ^7� � . �� / OWNER: �'�j� c� Y�1(�. DATE: l �� {� TO: (Contractor) qr�� ,�-� / ARCHITECT'S PRO)ECT NO: � �1/� � 5��. � (�, CONTRAR FOR: �5�� _J CONTRACT DATED: �,� ��`.�� / Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described here+n. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PR06EED WITH THE WORK DESCRIBED HER[IN. Description: (Written description of the Work) ��' �-� � � ► ►�'s:" i�� - � - � -- .� � � �. s i i�lttdChtl'1@11t5: (List attached documents that support description) s � r •s+ hR' 'iITEC;1': C..�.... ` �. � �� `1 t,.fl:�;:,at"�^.--> _.-�...__.. BY: AIA OC E T G7 • PROPOSAL REQUEST • APRIL 197a EDI.TION • AIA� • OO 1970 • THE ONE PAGE AMERI INS ITl E OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 _�..,_s . �-�--�- :--� ..� _ _ � ... .__ -- - __. _.. . . . _ _ ..y._ �. , . , ,. , . � : •. , ,.. „�. i . ..y, = K. . '.�V . ;_� . ��`,. . • � . . '7k:i '. Y . .. fi� _ ��i L4 r .. . . ��{�': � ' . . � . . . . " . t P � , �+ . . . . E . � . . ] . . � . . Y i. . . . . } � �� . � . . . j � � ��.�Y: i t � ,. � . . -;•� . �,5;'. � .�� 1 • . �i� � = i�i,e"CC � , —' $� � � •+►.�.it� vr'�a"' j'.�,� -k � _� ^ t.N,A., � �E . � ' ,. t�:. •�[� 1 l�3 ;: ��: � _�:: . �: ;: ..1... .t - - _ -. . . ._ _ ,. .�.�.�.:..�.-�:-�--..-�' • • �� '�—^' OWNER ❑ PROPOSAL CONTRACTOR a REQUEST fIELD � �� n nnr'1 IAAFNT (:7n9. �%��l.tr.� I OTHER PROIECT: �lJ�( (� �c �r (name, address) �� ^ ' � , �� OWNER: �p�,��. Q�' u,Ly,�(� TO: (Contractor) � ��C�.., rt�c� � PROPOSAL REQUEST NO: � � DATE: I �" �� --� ARCHITECT'S PROIECT NO: �(y� v CONTRACT fOR: ��/� � CONTRACT DATED: 22 `�.�� U- �� l �% Piease submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PRO�EED WITH THE WORK DESCRIBED HEREIN. D25CflPtlOf1: (Written description of the Work) ��-'. ��.�. �- � '��(cs� �;�4�5 � �`�'�" t"�'IaE'-4`� � �•��''C-i�' , . AttdChfl'IQf1�5: (List athched documents that support description) �� 1a�G�R T \ � . hR' '�IiECI°: BY: . . �� _ � _ �� .._It� � - - ONE PAGE AIA D CU G7 • PROPOSAL REQUEST • APftIL 1970 EDI.710N • AIA� • 01970 • TH __. ... ..,. .r� r �� evr-u�TFr'TS '1735 NEW YORK AVE.� N.W.� WASHING70N� D.C. 2000 - . �_ - -_ • ' - .. �:;� �-��,.._ . . . . , �� .�: . , -. . � . ' �'�;,, : . `� .�. . � . . - -.� ' . . _ _ k . _ .. _ }F , ,_� � � �� 1700'� + t��t w�v.c. , � � ST ) i � � dA 11 1 C�' ��..E-re •�.�-c. —�� -i � - " . .. �,M.•'.v.. ' . . �. . . . . � ."�. . . . . _ .. .. ... , .. . . _ . � . . . ��.J�;.0 .++..4 ., . . .'•::�'� >.J�.�.:.C: x-s..e�. .� .., . 'a'/.. .VI �t*` � . .. .. .. . . • _ . �.. • .'.1... .. . . • � . �iCi:. J . . . ' . � � '� �' .,.V'; ' . . , 1.. � . � . . . .; ♦ �' �y�/ 1 � '„'�'^� , 'j'#z,.�.S�-} � �--� � F . ^�• S �j i l . � � � . ,^.'{�� ? '� � ^� ` . #... - .. - - - ' • ... .._. , . ,.,�Y'_..>x - .. _ i=.�.1:�` � ,�ps.Fu''. ��`-� . . . . . . • " .. . f^': , ' �. . is'f Y..• W , :. . �'!'t"� . - I ,� ,.' �g,a � � � � r,s �•� y 3 �"�'�,. � c.��-!w . . . .�'. _, .. u . . . �,� �. �1 -�s• - �e �~�a►��a�� ti. �� -�-��--^a...- , Z� .. y`� . ..�t:.��r.,w�,► �"�.`�--v'�: i i . ' �� _ -' . . s:a�s,fi. � �rh.,� ,�u ,�. a,y�n.' :�:s.a..:.tu"c ...i :.v.::rc�.�sr�e�-+�� .�:..;..�..; i � . :. .�x�:�� ..�......n.:rr�,�� DOOR Ar'�tD FRAME SCHEDULE . _ �. DOOR DOQ� DOOR FRAME U.L HDWR NO. OPEh1)NG SIZE MATERIAL TYPE MATERIAL ELEVATIO HEAD )AMB SILL LABEL GROU REMARKS 1 3'-0" X T'0" S.S. S.S. 10/ A14 7/ A14 10/ A14 20 min 1 BY ELEV. MANUF. 2 PR 3`-fl" X 7'-10" AL. + GL H ALUM. 6 12/ A10 12/ A10 9/ Al2 SIM 2 3 3'-0" X�'-0" X 1 314" OAK A K.D. 7 1 1 20 min 3 4 3'-0" X T'-0" X 1 3/4" OAK A K.D. 7 1 1 5 4 S RELC)�.�TE EXIST. DOOR H.M. 2 21 16 Exist. New Frame Far (E) Door 6 EXlST3t�� TO REMAIN 7 EXIS��NG TO REMAlN 8 EXIS'i 3N� TO REMAIN 9 EXISTING TO REMAIN � . 10 3'-0" X 7'-0" X 1 3/4° H.M. C H.M. 2 20 12 20 min 5 11 3'-0" X 7`-0" X 1 3/4° H.M. E H.M. 4 20 12 13 20 min D1 A 12 3'-0" X 7'-0" X 1 3/4" H.M. G H.M. 4 20 12 15 D2 I 'y'�, �{ZO�I i� �j�� 13 3'-0° X i`-0" X 1 3/4" H.M. C H.M. 2 12 12 13 n 10 14 3'-0" X 3'-0" X 1 3/4" H.M. G H.M. 4 20 12, 15 D2 15 3'-0" X 7"-0" X 1 3/4" OAK A K.D. 7 22 8 11 16 3'-0" X 7`-0" X 1 3/4" H.M. G H.M. 4 20 12 15 sim. �Z 17 3'-0" X 7`-0" X 1 3/4" H.M. D H.M. 2 12 12 15 �A ; { . �, � k � • :;F DOOR At�D FRAME SCHEDULE DOOR DODR DOOR NO. OPENlhfG SIZE MATERIAL TYPE MATERIAL ELEVAT 18 3'-Q" X 7'-0" X 1 3/4" H.M. D H.M. 2 19 3'-0" X 7'-0" X 1 3/4" H.M. G H.M. � 20 3'-0" X 7'-0" X 1 3/4" H.M. E H.M. 4 21 3'-Q° X 7'-0" X 1 3/4" H.M. D H.M. 2 22 3'-0" X i'-0" X 1 3/4" H.M. D H.M. 2 23 3'-Q" X 7'-0" X 1 3/4�� H.M. C H.M. 2 24 3'-Q" X?'-0" X 1 3/4" H.M. E H.M. 3 25 3'-0" X 7'-0" X 1 3/4" H.M. C K.D. 7 26 3'-0° X 7'-0" X 1 3/4" H.M. C H.M. 2 27 3'-0" X i'-0" X 1 3/4" H.M. C H.M. 1 28 3'-0" X 7'-0" X 1 3/4" H.M. C H.M. 2 29 VOID 30 PR 4'-(�" X 9'-3" IRE MES K STL. FRAME HEAD 20 20 22 SIM 20 20 2� 9/ Al2 1 20 1A 20 )AMB 12 15 12 8 SIM 12 12 15 ,z 9/ Al2 1 15,17 SIM 1 A,14Asim 11,17 � „: •• ■■� ■■� .■� .■� .■� � .. :a _,. � � ,� -• � • • e. .� �' � �� . � � �� r. ' • -� J � �� 31 3'-0" X?'-0" X 1 3/4" H.M. C H.M. 2 21 i6 3 3`-C�" X 7'-0" X � 3/4" H.M. C 2 21 14, 16 PR 3'-t� X 7'-0" X 1 3/4" H.M. C •' � � A � A .� '-0" X 7"-0" X 1 3/4" H.M. C 7 1 A 1 A 2A � � � � � � � � �_._� � __ � - �� r �� ' � ` . • a� ' . � � r'-. • �' ', Y • ' _ ♦ . ��a..� . � �� -�s -�� - � .:�: � ; . i; � � .� ;'� � ! � � � �' �� •� � ��T� L_1 .-�. I` .;�� . _ � �. t ♦"'__� l'� : �. .`�. ' . Y . . . . � . .,.� . DOOR Ai�iD FRAME SCHEDULE DOOR DOQR DOOR NO. OPENIR:G SfZE MATERIAL TYPE MATERIAL 35 PR 4'-0" X 8'-10" X 1 3/4° H.M. C H. •t"C . 36 3'-0" X 7'-0" X 1 3/4" H.M. C 37 3'-0" X 7`-10° X 1 3/4" H.M. C H.M. 38 9'-0" x 24'-0" STL. STL. 39 3'-0" X T-0" S.S. S.S. 40 3'-0" X�`-0" X 1 3/4" OAK A K.D. 41 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 42 3'-0" X�`-0" X 1 3/4" OAK A K.D. 43 3'-0" X 75-0" X 1 3/4" OAK A K.D. 44 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 45 EXISTiNGTO REMAIN 46 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 47 3'-0" Y. 7`-0" X 1 3/4" OAK A K.D. ' 48 3'-0" X 7'-0" X 1 3/4" OAK A K.D. 49 VOID 50 3'-4" X 1�'-6° STEEL STEEL 51 3'-0° X 7'-0" X 1 3/4" OAK A K.D. FRAME U.L. HDWR ATIO HEAD JAMB SILL LABEL GROU REMARKS 1 10/ Al2 8/ A10 19/ Al2 12 WOOD CLAD ? lA lASA ��R• 13 �� 1 18 18 19/ Al2 14 W/ GLASS TRANSOM 3/ A8 4/ A10 19/ Al2 1 Wood Clad Overhead Door 10/ A14 7/ A14 10/ A14 20min BY ELEV. MANUF. 7 1 1 5 20min 3 7 1 1 20min 3 ' 7 1 25 4 7 1 1 4 � 4 7 1 4,5 _ 4 7 7 7 IJ 0 � � 1, 2 1, 2 1 12/A17 14/A17 1 1, S 20min 15 20min 15 4 20min 4 s OVERHEAD COILING . . ,, i� � �, �'t I� �, 5 �' I ( �''a i � . ;f i � I; i �. : � ...._ .<s. _.� .....,..� . . . - IifiialilYf�lY ` � ' �la� �IJew�c.t._. �T . � � _- _ PROPOSAL oWNER ❑ � ARCHITECT ❑ REQUEST CONTRACTOR FIELD � . AIA DOCUMENT G709 cjE.F�'F �.�,`rt�SbNOTHER PROJECT: �((.... �� PROPOSAL REQUEST NO: Q� (name, address) � �' �� p,r.�^ �� OWNER: �Ol�l�J Q''F Vi�'sI j-- DATE: � I 1`Y��!'c-,T l� 1� TO: (Contractor) �J � U�� Co�-�-c� c.-r�«-� �+-� . L� ARCHITECT'S �PROJECT NO: �2� CONTRACT FOR: �Q�� C� � ,J CONTRACT DATED: 2,2 ��E�"��.� {� Please submit an itemized quotation for changes in the Contract Sum, and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PRQCEED WITH THE WORK DESCRIBED HEREIN. DeSC�IPtiOn: (Written description of the Work) �� 1 C.�� --�-- �'`�f�, �jC� �P-�zT't T t�s R�+-� Tt�c f.� kttscq �'�'.rs-� �.�T c�F' GoLc�Mt�-G !-� �� t F'R�''I �.X �p �No. S�I'u vS �� o C.>. To ��" M�T�-. STUL�, A'i l�`� a.C�. 1��t t�cG .� �i�(..�. �x�� -j` C�'CC._.1 �-� �^C �.c.L. �PE '3C� 'P�c"rt�r-�(r'� ��T-E-F�r�t 'C't-1 � \��c� zs.� . 'F�� --��cQ �� 'r''t'�,c�-� t`��T`, A1idCf1R1@(1f5: (List attached documents that support description) hR' 'iITECi`c BY: �� _ � �� AIA DOCUMENT G709 • PROPOSAL REQUE57 • APRIL 1970 EDI.TIQN • AIA� • �01970 • THE ONE PAG' AMERICAN INSTITUTE OF �RCHITECTS, 1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 wu:..M.�.v.r.:1�, f��.�..._1.-Y�. " . .t .�_-..:u.�._.�..__......�_ ..�. .. �. , ...... ............._.. . .. _ _ _ _ __ _ _ _ , _ _ _ __ .... �.......: ... .. .. . .... . . ... .... .. .. .. , .�.,�..�...... . , � . .: ....a.. �.r.. . . � ��..' . . * � ' } ' . .... , . . � . l. 1 7 i ��- � � � '�.. �, � ; ��'` M�.Ta+c- S�t��S.�.T t �d' o. �. ��'g'` c�r'P. P.b'r� 5�t�, I� �� 1 � � !/ G�' ��M1r-1 t�'�'� ((. � C v -.d.� c. . S c,�, f3 1 � , �. ,� . � , �, . . . �� { �� _ ,, # .�- ��. c��.� �� ,�r �-" o. �, ;� �I � ___ P'K�POSAL A� CHITECT ❑ REQUEST CONTRACTOR � AlA DOCUMENT G709 l FIELD � (,b,'�{� OTHER PROIECT: - �,� ( (� � �� (name, address) �� ' � OWNER: ��,�,� �e— �� PROPOSAL REQUEST NO: Q� � DATE: �.q �'"�'�'�� I � TO: (Contractor) �/(�� I— �� r�� ARCHITECT'S PRO)ECT NO: �G�` � I � � � CONTRACT FOR: ��J L _J CONTRACT DATED: 22 � ,>C� �� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DeSCfiPtlOf1: (Written description of the Work) T"_v• ��4� �-- 7� �CC� �� - �� '-�l�-- � ,�^t'r" -r- AttdChR12f1t5: (Ust attached documents that support description) �� T � P+R' '�iITECT: BY: l (.-E�"...�,. u / �i .► ''i '� AIA ¢OSCU ENT 09 • PROPOSAL REQUES7 • APRIL 197U EDI.TION • AIA� • m 1970 • THE �NE PAGE AMEi%12�i�N I T TE OE ARCHITECTS, �735 NEW YORK AVE., N.W., WASHINGI'ON, D.C. 20D06 ,,,._.�.;,f,..�,._wr;:�� . � __-.�,.�._..._._._._._....._.:._�.�.�._�.. _._�___..�._. --- - - - - - - - ; ----- ------- _ � :, .�w f �'� . � 'i� �._.. ._. - • f � ��--_ _� a -- . , . , . ,<, � � : � . � � � � I a 6 �C�T� � _ G . �- v � �'..�,k�rt �f�p co+Jc. . . � _ �. � �4-t� �l,T O �� - 4 a . � �.� d � , r� _ 4 6 ' � N � , d . .. f�' i 6 0� �o �f J� _ b'"�j�s-lL I /z'' = _ ,I �-o'' � � i w i,�. �1�i�(i�iiiiw iiii�ii ��n .� �.�..� - � .�,.i � i . . ��,., . % .�j' .� � � 1 . �� . �;�`j -.:.` �. ., i . . . Y' •+n�.�aritr{,+'��+�I � �. � .. - � ?'•. 1L31r �y � :+1. . e „�,. . . _....- - � - - - - - �� PROPOSAL A� CHITECT o � REQUEST CONTRACTOR ❑ ' /� FIELD . AIA DOCUMENT G709 �I,AYbW.(OTHER � PROJECT: ��(i (name, address) �� OWNER: �� — -- ---- � �. � . T'��i�'�� t-� � �.�� TO: (Contractor) � �� I`t� �, � PROPOSAL REQUEST NO: Q I DATE: �� ARCHITECT'S PROJECT NO: �2.� CONTRACT FOR: �j�ls1�� J� � CONTRACT DATED: � � ��f�� 3 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions io the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. DESCfIpt1011: (1Nritten description of the Work) ' ,� i '� .j � � � �r� �� ' %. AttdChfTleflt5: Qist attached documents that support description) � a � hR' 'iITECT: BY: AMER�CAU INS�i GTE OF ARCHOITECT5E4 35 NEW YORKIAVEEDN.TNON�A H' N�G�ON,�D.C.•20006 ONE PAGE G�� . 4" ST. � UP. � � � �� ■�� _ � . � �� ■ .�� . �1 1) l�� ) t 6 L..v. 6" 4" -- �T--- ❑ 1 6�� .�2�� 3�� 4 �" 12 3�� 23 4�� •2�,� --'1 ..--- ��.� ..... � � .E. = 94'--4`�. _ �9. CONNECT NEw 2-1�2�� COLD waTER TO Ex�ST�NG Co�D waTER t�A�N. FIE�D VERlfY FXA .T i OC:AT1nN _ .� G-- � ,u�te_ �_0. 4" 3" 7 � _ � . w ., . , :;; ,- : r 5" Gf � � � ;�E ., � - ��k �;� � }, L01lUER LEVEL PLl ` � SCA�E 1 /8" = 1 ' - 0" x-- � G�N ERAL N� � 1. THESE NOTES APPLY TO � � crr �c9ru�7�l�T� t[?e� I1RA � � ,_ _. . . . r ,y > � <,,;r y,,;� sry,; ,. ; � , .r k� , Y �.Y. . ` r JAy�:S �i.� .. � . ' � . .r, � ��/�' ��' - -� INSPECTION REQUEST PERMIT NUMBER OF PROJECT � TOWN OF VAIL � � ` � �' � DATE � ' .� ' JOB NAME '�t `� �� ` �---� CALLER �..� �� ,_ ,..� — , READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: F� �;�.. , r` BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL [3 APPROVED CORRECTIONS: DATE �. � y PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ D GAS PIPING ❑ POOL / H. TUB — ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING � ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR ❑ REINSPECTION REQUIRED PRINTSHOP M , . : . , ..� , � .-, it+_r � ,�d tr:�,e. �"aace , c,.,, _ � . . ;��.. � � �1 INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE ' JOB NAME << _ CALLER , READY FOR INSPECTION: MON TUES WED THUR LOCATION: `� BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL _ ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: DATE R PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ 0 ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED _ . ___ . � . , ,:r� INSPECTOR AM PM ❑ REINSPECTION REQUIRED PIi1NTSHOP 'a ��'t�e'�'��RaR"�'i`�� r"�;. , �'�$!?�"�[°��;'�,°,y,,�.ry',`r°�', ,,;�": ' �` '�� '�. � f INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE ' JOB NAME � 1 i ��-- , CALLER ', ; ' i. ._{ . READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: ';,._ ' 1 , BUILDING: PLUMBING: O FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING O INSULATION ❑ POOL / H. TUB ❑ SHEETROCK NAIL ❑ ❑ . � . -J_- ..,4.�.«.:;w�-�^" � _ O FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ 0 ❑ FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIONS: � . ...Y r DATE � '�f � - INSPECTOR ��1 RtINTSHOP ��6i' . .� . _ , ;, ..�,-�z ",a'*a'1' "". �,'.�'' � . ;'k°`�"`. . . -' 4 �. �: �'• *f:. = a�,p� � w .- , }�''� f � � ' ' � .�� , � ' �� `' INSPECTION REQUEST ' PERMIT NUMBER OF PROJECT _ TOWN OF VAIL i DATE � JOB NAME ;�,' � . �`� ,"; ,� �, � CALLER � ' �° � ' .r �° _ ..; READY FOR INSPECTION: MON TUES WED , fiHUR FRI AM PM i LOCATION: [ '� `` k � / BUILDING: �, PLUMBING: _.. j ❑ FOOTINGS / STEEL ` ❑ UNDERGROUND ❑ FOUNDATION / STEEL �'`��'� `�"��--�`' ❑ ROUGH / D.W.V. t� ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB ❑ SHEETROCK NAIL � ❑ � - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ � ❑ FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIONS: , _; _, � �iy� - �• � � �� ^�� ' - DATE INSPECTOR RtINfSHOP . - . . _ , < ,�-i�:.;±�z�a�!+��l.�'�;; m �', \__-' INSPECTION REQUEST TOWN OF VAIL �_� ��,. n ' �� ,: CALLER �'� �'`� � '' TUES WED THUR FRI , � �� i � �.��:; ��", PERMIT NUMBER OF PROJECT DATE `� ' ' ,� JOB NAME READY FOR INSPECTION: MON LOCATION: BUILDING: PLUMBING: �] FOOTINGS / STEEL_. - ��" � +%- r �a'.- —'° ❑ UNDERGROUND _ � ❑ FOUNDATION / STEEL , '�, '� � � �Z'� t " A ❑ ROUGH / D.W.V. — ❑ FRAMING ❑ ROUGH / WATER _ ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING O INSULATION ❑ POOL / H. TUB — ❑ SHEETROCK NAIL � ❑ � - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ,❑ ❑ ❑ FINAL ❑ FINAL ❑ APPROVED � DISAPPROVED C RRECTIONS� : "r T � 1 � � _ AM PM ❑ REINSPECTION REQUIRED . �� , ��p�� ' g— _- , / �J7j� �/ / , ,. �J //�"' Y ��.T '- =k � ;_.'' ;J�'' �.,� , .. ,,y...,� � �'—� `�_�—�n..��'f� c -- i aS f ' ^/�i � - -r / � _ •,,e �, J .., .,; , � :- f' ,-y . .�,.: � {'�; DATE -' INSPECTOR �� RtIMSHOP � ; ,. � : ., .�. , � � "�,. . , " INSPECTION REQUEST PERMIT NUM�ER OF PROJECT TOWN �F VAIL � � _. `�. �`�� i f DATE JOB NAME -� � ! - ' �"'- � CALLER }�:",�� - L.. �!� f ;' t,; f G;�' ` i,;� u. �"f' t r READY FOR INSPECTION: '�.MON- TUES WED TH�JR ; FRI AM PM r...-� � j ` : ✓ . LOCATION: ` �Y,�� BUILDING: ❑ FOOTINGS / STEEL , ,. ❑. FOUNDATION / STEEL - ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING ❑ INSULATION ❑ SHEETROCK NAIL ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED � CORRECTIONS: '� � DATE � PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS 0 SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED --- ./' - , . . , - r z. .�..� i �- `_. INSPECTOR ❑ REINSPECTION REQUIRED PItINTSHOP —�,�:.. . � � . �- r,s�`'+�'�F • . . , - . . . .. . , . . . . . .. � �,.i:•'s 1;, . .K ., '��^� . . �.,. f�� . . . . , � .r r � � � � `��`� �\ <-�� `�' �-� �='<� INSPECTION REQUEST PERMIT NUMB�R OF PROJEC,T TOWN OF VAIL � t , � d � "' ' �`` �` q ) �, �% , . - , 1 . � � . . , DATE �� ` JOB NAME � � -� ,, l. l , . ��"�'',�' � , l '"� �,: READY FOR INSPECTION: ` . � ._ , LOCATION: �---`�-� CALLER fy TUES WED a , �' _:a � � , � _ THUR r_'�F�%� � '�, BUILDIN�: �' PLUMBING: r � . y::.... . �I FOOTINGS / STEEL �� r� �� `' -' '" 0 UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. — ❑ FRAMING ❑ ROUGH / WATER _ ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB — ❑ SHEETROCK NAIL � ❑ � - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS .� ❑ CONDUIT ❑ SUPPLY AIR ❑ � I ❑ FINAL ❑ FINAL ❑;;.AP�ROVED O DISAPPROVED , % CORRECTIONS: �/ , �.�, „�—./'_ f-�----I� '�''�` ,�.' � .�� iz{, , ) � `� .�'`;, _ � , , .c?_ C°� __ ,_ , � � I 1;� �6 /.�� i' .M . . ,; = r. ..� ._,. DATE L— INSPECTOR _ AM ;'�� PM � ❑ REINSPECTION REQU�RED .: . ,.__.;. _.�_ - . . . �' :.i ,•`��-C�;_.i:.� PRIMSHOP � . . ,. . . , , , ,��: , ,� , �. � . • <, ,h �,; • � , n ;., - �- � , � ." � �`_ -..I ^ � . - • r , K � � �irif�r�r• 4;r �,ZC�t�'!•T�„; 5�'x-•�e:w.jq s .;,>.: , . . . _ . . . . �! .... �� L ' - INSPECTION REQUEST PERMIT NUMBER OF PROJECT , TOWN OF VAIL DATE � � � i � JOB NAME � , � ` s� ��, + __ — — ,, � READY FOR INSPECTION LOCATION: BUILDING: p FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMtNG ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL _ O O FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT , ❑ � FINAL ❑ APPROVED CORRECTIONS: i,� DATE _ , f � r CALLER ' ` `'`�� r ! MON TUES WED THUR FRI ;. , ! , i ❑ DISAPPROVED ,°�. INSPECTOR PLUMBING: ❑ UNDERGROUND . ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER . ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL . .�,. - �_. ; AM PM ❑ REINSPECTION REQUIRED �,.� ��„� � - �"ii;ti ""' !: � `� . ,� }r . ��. r- , .,,. ,/� ` ,,+++�A� . r � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE � JOB NAME READY FOR INSPECTION LOCATION: CALLER MON TUES WED : ; � : � . � (""^ ;� � , ��, F THUR FRI BUILDING: PLUMBING: ❑ FOOTINGS / STEEL �,; - ❑ UNDERGROUND . O FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ ❑ FRAMING ❑ ROUGH / WATER . ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL ❑ ❑ ❑ — ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPP�Y AIR ❑ ❑ ❑ FINAL ❑ FINAL z. ?",��P�� OVED ❑ DISAPPROVED l ;ORRECTIONS: ; �, . �, , , t � ,- � a / DATE ` �1� INSPECTOR : �:� : _:�" AM PM ❑ REINSPECTION REQUIRED , c_ '�, � , _ � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL � . DATE � JOB NAME � CALLER READY FOR INSPECTION: MON TUES WED ZH,IJf� FRI LOCA�TION: BUILDING: � FOOTINGS / STEEL ❑ FOUNDATION / STEEL — ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING ❑ INSULATION O SHEETROCK NAIL ❑ , ❑ FINAL ��— ELECTR I CAL: �I ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL � APPROVED CORRECTIONS: : ".....-- DATE ;_` ` _ " r, � PLUMBING: � �—� `�� - � ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. — O ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR AM PM ❑ REINSPECTION REQUIRED PftINTSHOP . . . , .. /� �.. �� "��<<-�% 1NSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE 1 � ,�`` � JOB NAME ' ��:� ,-, : {. � , + i:: ;a�, , ; : t� CALLER C.:�-1�: ' . � f.:� _ � y .--: , �-.,-.. READY FOR INSPECTION: MON TUES.: WED THUR FRI �AM�; PM LOCATION: i'' _- %` ,'.;. , :: -. .. -BUILDING:�:�; ❑ FOOTINGS / STEEL — Q FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAi� _ ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT _ ❑ ❑ f�it�NAL . ��PPROVED CORRECTIONS: �, �,�,�� o � v _r.� ❑ DISAPPROVED v �. �.- '�� r� �r�s� �c��i�%� i/— Z ��'3 . :;�, _: � DATE PLUMBING: ❑ UN ❑ ROi ❑ ROI ❑ G A; ❑ PO( ❑ — ❑ _ ❑ FIN, MECH ❑ H EP ❑ EXFi ❑ SUF ❑ ❑ FINI ' . . � -- � fj� _.' � --...-�. � { � �,� I N S P E C l-O R __ / t +` r; <. {,� _ it- t� <.f � �_-------..'..--_. � . ,. � -- 9 � , . . .� . . � , . „e ; Y• . . ;;� � +�; * , , . _ y , . 'Y � � \ ``�"�' INSPECTION REQUEST ,�. PERMIT NUMBER OF PROJECT TOWN OF VAIL '; ' DATE - JOB NAME . ' .'� CALLER ?� .-' READY FOR 1NSPECTION: MON TUES WED LOCATION: r'� � THUR FRI � BUILDING: � � PLUMBING: ❑ FOOTINGS / STEEL '� �`�y '� ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL • ❑ ❑ ❑ _ ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED CORRECTIONS: _ Jf `;, `� AM PM ❑ REINSPECTION REQUIRED DATE INSPECTOR rc - � i.. ,. RtINTSHOP � � . . . . �. , .. s sas � .. ren n. . , � F 'r:..,X. � ... . � : ^;'..w�4�a w M1 � . . �. � �, . � � � . . _ . . . .. .., ;:,4� •^c . � �: -. �y� � . A , � /� 1 INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE JOB NAME i CALLER MON TUES WED THUR FRI READY FOR iNSPECTION LOCATION: BUILDING: � ❑ FOOTINGS / STEEL _ I ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL _ 'i ❑ ' ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING � POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL � DISAPPROVED DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED Re�iarsxor . . ,�;� _ , � �� INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL � DATE JOB NAME � � � � �C � � C ��_ , � CALLER ��t= `; ;: READY FOR INSPECTION: MON TUES WED THUR FRI =��`A�`.M"��. PM _.._.._,_..-- , LOCATION: �'r�;f BUILDING: ❑ FOOTINGS / STEEL - ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL _ �f, � } ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL .�fl APPROVED CORRECTIONS: r.. DATE y t - ;` , ,�_ PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑- ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED ❑ REINSPECTION REQUIRED 1...,?� ='::�.0 � INSPECTOR ' PftINTSHOP ' ' 'm � x: _' . q� # : P b''+, � e vt - ' . . P ` , -` E . r �. . . , ,. . £a!`-,��... �C ... � ��i.� t'� . .. � ''`f `�Y�� '. r� , . ""�.m: S`� r. r � . • , .�� >> a . . � i.... , . , . �� . .-,i ; .. ' , : i .'.:. ^, -. . '. ' :. � '. �. : � . . 1 a'P � . . ,_ � �� • , INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE JOB NAME ' ` _ READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH a ❑ CONDUPT ❑ ❑ FINAL 0 APPROVED CORRECTIONS: DATE ! CALLER � MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - � ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR � AM PM ❑ REINSPECTION REQUIRED �,:��.,,.� ., _� . _ --.—� <. � r,� _ ,.� (y: ; PERMIT NUMBER OF PROJECT DATE JOB NAME _ _ r..� , s,. � �,. � „ .,, � �. �': INSPECTION REQUEST TOWN OF .VAIL CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. — ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB — ❑ SHEETROCK NAIL ❑ ❑ � %' � - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ � ❑ FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED CORRECTIONS: DATE � � �� ` =�{ INSPECTOR ❑ REINSPECTION REQUIRED � A2INTSHOP q� . :s' ,. � ' .r: : �s�^��<,. . . *"r,�N- .,.KC.-�s�; , . �'�" �'3 " . t . - , .. . . _ . _ � . . �. __. . . ._ . �, �; i_C �' �"'�`w` '+�"�`' � � h�:� ' '��- INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL L �.�` � � : -.�, DATE � , ._ JOB NAME :��:�--- �...�.{�;.. ��%:' ; CALLER READY FOR INSPECT►ON: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: ❑ FOOTINGS / STEEL - O FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: DATE PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ O _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR ❑ REINSPECTION REQUIRED PItINTSHOP ' ? . . , . , . � F ' . , �'. 1� � � �� PERMIT NUMBER OF PR JECT . , DATE 'f JOB NAME � ' - ,, �-� CALLER 7 r7 READY FOR INSPECTION: MON_ TUES ) WED THUR FRI __.�` <..,�- . ,)� f' �..Ci{ %' LOCATION: ,�' PLUMBING: �� ❑ UNDERGROUND _ � �� ROUGH / D.W.V. - •'�°�'''� r' -�.��` t�- ? CI ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED � INSPECTION REQUEST r TOWN OF VAIL BUILDING: ❑ FOOTINGS / STEEL _ � FOUNDATION / STEEL ❑ FRAMING �� K'�t ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION i ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT a ❑ FINAL ❑ APPROVED CORRECTIONS: DATE �-; ��. INSPECTOR AM PM ❑ REINSPECTION REQUIRED f�RINTSHOP , � . . � � . . . �r. . . . .i'.t,•.d .+jy.r its'y., .. � .. . A�� t. . r , . � �. �`� , : . .� r.., � ! �'` � � '' ` � � . PERMIT NUMBER OF PROJECT DATE JOB NAME READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMiNG ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ' ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: DATE , .t... . '. ,,, . _ . , � INSPECTION REQUEST TOWN OF VAIL CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND - ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER - �f� GAS PIPING ❑ POOL / H. TUB ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR � AM PM ❑ REINSPECTION REQUIRED Pair.rrSuno r � , . „ _ ,., „ �, , .,. s� . F �', w , , . ., . . . . ., ^ � �a�. , . . . �. , :� , ......,�. . . ":; ��. , � : _ . � , . , .. } �;, - . . , , ... , . . ,. . . . . . . , .. . . � � '' : ^`j i i PERMIT NU BER OF PROJECT INSPECTVIOONF REQUEST M i f `� ', DATE . 1 % r--' JOB NAME _ READY FOR INSPECTION LOCATION: BUILD�NG: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT 0 ❑ FINAL � APPROVED CORRECTIONS: CALLER ' {;�'u MON TUES WED THUR. FRI �� PLUMBING: - ❑ UNDERGROUND _ - ❑ ROUGH / D.W.V. - - ❑ ROUGH / WATER _ - ❑ GAS PIPING - ❑ POOL / H. TUB. _ - ❑ - � - - ❑ FINAL MECHANICAL: - ❑ HEATING - ❑ EXHAUST HOODS - ❑ S�JPPLY AIR _��,�� - ❑ FINAL ❑ DISAPPROVED �' AM PM ❑ REINSPECTION REQUIRED �. , DATE °"�. - <=�? � INSPECTOR � �' . .�, ;+'�`"`,. PERMIT NUMBER OF PROJECT DATE JOB NAME READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTiNGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL C:i' APPROVED CORRECTIONS: DATE . �; s . �,,.. ,... .�, „ 5� � � � - _ , � , INSPECTION REQUEST TOWN OF VAIL CALLER MON TUES WED THUR FRI .y,. PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. — ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR AM PM ❑ REINSPECTION REQUIRED PIUNTSHOP . u .,.,. . : �`, � � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB - ❑ SHEETROCK NAIL ❑ ❑ ❑ - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED CORRECTIONS: DATE INSPECTOR ' ' AM PM ❑ REINSPECTION REQUIRED �� .,- :' . �.i.. {" ` . �. '. � ..� -�. � . r.. . . . � . . , 'h .� . . ',-Fq�4��S--� �--� — �. r�'ia'h' .k';�1�e,- ,• .. - � k- - � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE - JOB NAME ��' ' � /�1� CALLER READY FOR INSPECTION: MON TUES WED TFiUR FRI AM PM LOCATION: � r BUILDING: � FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: DATE PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ O GAS PIPING � POOL / H. TUB - ❑ . ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR ❑ REINSPECTION REQUIRED PfiINTSHOP : , .,. .. , . , , � ,mE:«us�s.�x;r ,. , _ , . i . �. . a�r'/ 'Ya r . ; }� •' �„ ,r y� `�� .`. � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT � TOWN OF VAIL DATE F .—' JOB NAME 1 �� ° READY FOR INSPECT�ON: LOCATION: BUILDING: � FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH O CONDUIT � O FINAL ❑ APPROVED CORRECTIONS: DATE MON CALLER TUES WED PPROVED % ,. THUR FRI PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING ❑ POOL / H. TUB ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS — ❑ SUPPLY AIR ❑ � FINAL INSPECTOR AM PM D REINSPECTION REQUIRED l., PRINTSNOP ,, .,t < ; .� , , ,; . : . ,• : , . ' ;�.�v> , � , �, � r y� .. . . ,,< . . � „ � . . ,��;.; _ , � ��_ ; . ,. n � � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE � � �� f ' � ' JOB NAME '-�t � � � f� } CALLER i - - � READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: � � ` BUI�DING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL � APPROVED CORRECTIONS: DATE PLUMBING: � UNDERGROUND - ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER - ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR ,;; ; �°..I. _ ❑ REINSPECTION REQUIRED PItINTSHOP -x- ..'� :t� , :y .+ `n+�s.,�rrr�,' �{- ��-F �� ..��,e - ., -_. — _. , . � - � , a .. %�'�F. .�: _ . — _ _—. . . �m..-. — �— _ _ ; _ , . : ...,.� , . - ' .. ; . . , �.. ' � -r»..�� . , . ,,. - ._ � � � �. � -. - --1 ` INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 DATE �� ( � '� JOB NAME � � � � READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION � SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: CALLER � ; � , 1 ' . MON TUES WED THUR FRI AM PM PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. �-� -�� - -- -- - .w��. ` d r'.. r. . fi .,, ❑ ROUGH / WATER �'; ! � ryr ❑ GAS PIPING � POOL / H. TUB ❑ ❑ � FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED ❑ REINSPECTION REQUIRED ; ;,` DATE " t�r� ��' INSPECTOR i.. . .. .. , � - . . � �_ , 'l� � � � '� � .;. PERMIT NUMBER OF PROJECT ; s F - :r f � DATE ��''`.-} �`� '`;� JOB NAME ; I READY FOR INSPECTION; MON LOCATION: .-.��p , . ` INSPECTION REQUEST TOWN OF VAIL 479-2138 1 �r� •.� �} �r; ''' � i + �, f CALLER TUES WED THUR FRI �.f � ,.� BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. - � FRAMING '�� l� ❑ ROUGH / WATER _ ROOF & SHEER �,�.`�;� „�('��U.f4r��k ❑ GAS PIPING � PLYWOOD NAILING ""'��`� -�- ❑ INSULATION � POOL / H. TUB - � SHEETROCK NAIL � ❑ ❑ ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING p FiOUGH ❑ EXHAUST HOODS ❑ CONDUIT O SUPPLY AIR � ❑ � FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED d � � CORRECTIONS: � . .... .. . r . .!,. _�.. �„ f i DATE � `r� INSPECTOR � �� : ., AM PM ❑ REINSPECTION REQUIRED , .., , . }w ,'��! INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 � ._. `� ,, � j DATE � d —�—�` i I �'�` JOB NAME � �..—� /�— �--,t�� CALLER ` READY FOR INSPECTION: MON TUES WED ' THUR FRI LOCATION: ' ' BUILDING: O FOOTINGS / STEEL — ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ O FINAL ELECTRICAL: ❑ TEMP. POWER p ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APP�30VED CORRECTIONS: DATE ""� � � PLUMBING: � UNDERGROUND — ❑ ROUGH / D.W.V. — O ROUGH / WATER _ ❑ GAS PIPING � � ` '"�' ❑ POOL / H. TUB —. O ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR (� 4, i ic �t l � t � AM PM ❑ REINSPECTION REQUIRED __ _ - --- _ _ __. __ _ ..._:,w.:....,�:. , _� ___ ,� _ ____. _ _ _ _ _ _ _ __ _ -- .. 3 �. ;' � INSPECTION REQUEST . TOWN OF VAIL PERMIT NUMBER OF PROiJECT 479-2138 , ��, 1 f � � � ' ��-}�� '� f� � �'� ' ` JOB NAME �`- � ' � DATE � ��' � / - � � .� i _ ,. CALLER ' ` READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ � FINAL ELECTRICAL: ❑ TEMP. POWER fJ FiOUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: DATE _ AM PM PLUMBING: ❑ UNDERGROUND p ROUGH / D.W.V.�` - L] ROUGH / WATER f � � �'`� ❑ GAS PIPING ❑ POOL / H. TUB •`�.' r..a f� t.; .,5_ r�%r, ' i"' �'-{ O ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED ❑ REINSPECTION REQUIRED INSPECTOR � PERMIT NUMBER OF PROJECT DATE � JOB NAME _ READY FOR INSPECTION LOCATION: . �4 ----�-�--�--. _ ,�, _. INSPECTION REQUEST TOWN OF VAIL 479-2138 � ,1 ; /; ' ; CALLER � °�� ` MON TUES WED THUR FRI y. ,t r`:�� BUILDING: PLUMBING: O FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION � POOL / H. TUB _ ❑ SHEETROCK NAIL ❑ ❑ ❑ ❑ FINAL ❑ FINAL r ELECTRICAL. ` � � MECHANICAL: ❑ TEMP. POWER ' � � � �� `�', t � ' , � �- ❑ HEATING ❑ ROUGH �.�-� I`� �� 1=�%, , ❑ EXHAUST HOODS ❑ CONDUIT �� '� �-%, /.� v �, �-� I , / E � ❑ SUPPLY AIR p ,)�.:� ` � �; 1 ,;� � � - �,�-�F� ��1 � , ❑ FINAL ❑ FINA� C9� APPROVED ❑ DISAPPROVED CORRECTIONS: �� ?' �_ � ` � AJ „ . , �' _ DATE INSPECTOR ;.� � '�' � AM PM ❑ REINSPECTION REQUIRED _:; . , , ,. � . ..... ,, , .` >. ,,.: `:' �'Y, ""v.ir �. � ::: . . ... . . . _ . F . .._,-, .._ _ . . ... ... ..... _ �, ' PERMIT NUMBER OF PROJECT �, DATE ' i` JOB NAME •�:: i� d READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ O FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH � CONDUIT a O FINAL O APPROVED CORRECTIONS: �`� INSPECTION REQUEST TOWN OF VAIL 479-2138 CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED _ �,..;�, , � � , , .__ ? � ,, , ,; , � , � PERMIT NUMBER OF PROJECT �y ._._ ; ; �,f r f,i 0 DATE � '� � � JOB NAME �� Ll�C� READY FOR INSPECTION `'.i/r:"" t:. LOCATION: .�--�___ ` CALLER �' �,.,,�__, ('�/ly O _N:-' TUES WEC ''w`�, _ _ INSPECTION REQUEST TOWN OF VAIL 479-2138 �� /�/'�iV'1e� �� ',r�1`Jj %r�N' r'"' f r' r`� /'"`''%� ° i l`� �'�. I�G I_., Z°�. �.._ !`�ii _-- i',/� r' +-- f/.(! . THUR FRI r� PM � `;� .j( . � . i�� BUILDING: PLUMBING: � FOOTINGS / STEEL � ❑ UNDERGROUND �� ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. FRAMING '`�`�- `�� ❑ ROUGH / WATER � ROOF & SHEER PLYWOOD NAILING ❑ GAS PIPING O INSULATION ❑ POOL / H. TUB ❑ SHEETROCK NAIL � � ❑ ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: � TEMP. POWER O HEATING ❑ ROUGH � ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ � O FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIONS: i`-�-� �-- J i -� DATE �,, - .�'i INSPECTOR �'•f:� . ,--" �. ',�-�. ,.. . .. .. .... ..., x: . . , . r_ . . t.. . ' ... .;r ..� �. . yt.., � � ! � INSPECTION REQUEST PERMIT Nl1MBER OF PROJECT TOWN OF VAIL DATE JOB NAME .�:%' � `° CALLER ��' .�' READY FOR INSPECTION: MON% TUES WED THUR FRI AM PM LOCATION: � ` `r '�,r ' � ' � � ,, BUILDING: ' � FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILiNG - � INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ' ❑ FINAL ❑ APPROVED CORRECTIONS: DATE PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ � ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR ❑ REINSPECTION REQUIRED PRINTSHOP . .. rkf e.r. � . »,C a.'�� . , , �1YY7'.'�:4�,. x" �>ya�� - �.�.,: . . j � ;'� ~� / ... -.._ � /i -��;.` PERMIT NUMBER OF PROJECT DATE � �' � �� JOB NAME ! �� READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ O FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING "" ❑ INSULATION O SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. PO�/VER ❑ ROUGH ❑ CONDUIT ❑ t ❑ FINAL Q�APPROVED CORRECTIONS: DATE "" aP . , � . ; p , �},... � t �,+'�7,'+. , ,r�.�}��"� ��'�4}� ��' INSPECTION REQUEST TOWN OF VAIL CALLER MON TUES WED THUR FRI � � PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR AM PM ❑ REINSPECTION REQUIRED � PRINfSHOP � � ,. . . .a ..;y�ti'r 'k . x� _ . � . �, .. � �'d "s,*�,r'�'t�ri+z; �, �.� `�"'�� ...'F �+k'�'q�'� - � . � �— . � - �-. . . _ . : . � . . . � � f ��' � �� .. . - / � i ' / PERMIT NUMBER OF PROJECT DATE ' 1r �'- j�- JOB NAME READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL - ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL _ ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ O FINAL ❑ APPF3OVED CORRECTIONS: i i DATE INSPECTION REQUEST TOWN OF VAIL CALLER MON TUES ; WED THUR 9 ❑ DISAPPROVED FRI �. �.� PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - 0 ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL INSPECTOR � AM PM ❑ REINSPECTION REQUIRED .. . ;'�". , ' "�.� ��'. � �, r F� ' ^r_ � PERMIT NUMBER OF PROJECT DATE JOB NAME READY FOR INSPECTION ;: : ��; LOCATION: �I BUILDING: � FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH � CONDUIT ❑ ❑ FINAL � , ❑ APPROVED CORRECTIONS: DATE �,,4 INSPECTION REQUEST TOWN OF VAIL ; � CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND _ � j ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ _ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR 1` AM PM ❑ REINSPECTION REQUIRED pRIMfSHOP � , . .. Y.. . � �:'«, . �: �. � _-.,+�. _ _� - - . - . .. � � .�.•� •�� . ��..., .. , � �. .,. r.. - .. �,. . �: .. . . , - .. i � ;�. PERMIT NUMBER OF PROJECT DATE � JOB NAME READY FOR INSPECTION: MON LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - a ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: CALLER TUES . _..__ . .• :.�„ ,�...'sw":,:.. . � . . -� � - - �'4. IN$PECTION REQUEST .� T�WN OF VAIL 479-2138 r i WED THUR FRI ❑ [�ISAPPROVED PLUMBING: ❑ UNDERGROUND _ O ROUGH / D.W.V. - O ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: � HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL �(,�"'J � �� '.� �--- � ., DATE INSPECTOR ��- �- 'p �- AM PM ❑ REINSPECTION REQUIRED ;.:.�{ . �� ri�.. . . ... ... ..� . . ..... .. . ... ... .yx•. ;:. .�,� ,` . .r t�:. ' .., . :- � " � ,. � . r.,,. '., "°1i'i�i f" , . . . �. � .. .� . 1 � � E . . ^� � �t . � ��'_,. . /.. (! � �-..i � , � .._. , F INSPECTION REQUEST PERMIT NUMBER OF PROJECT f; TOWN OF VAIL ! :' DATE � JOB NAME f �r ' � ;' �� _ �� CALLER READY FOR INSPECTION: MON TUES WED THUR- FRI LOCATION: - �� BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER � ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: �' DATE ,,� -� PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ P,OOL / H. TUB - �' r - ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ' ❑ FINAL ❑ DISAPPROVED INSPECTOR � t::. AM ' PM ❑ REINSPECTION REQUIRED Pa��ursxor . .,.:: �.�... �,.. _. . . _ �. � w ,� , =� � ,� ,. PERMIT NUMBER OF PROJECT INSPECTION REQUEST TOWN OF VAIL 479-2138 ; _ � ?�� -; , � ._ . DATE JOB NAME ' r �` r r' -;� , READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL ❑ FOUNDATION / STEEL - ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING ❑ INSULATION ❑ SHEETROCK NAIL ❑ ❑ FINAL ELECTRFCAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT � <,{ ,. ' `, ❑ FINAL . �3�APPROVED CORRECTIONS: CALLER ' MON � TUES ' WED THUR FRI f,< PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED �. � _ __ _ _ �� _ _ — _ ,, _e � . _ .. .: .:. . . . i . � 1, � � � INSPECTION REQUEST TOWN OF VAIL IT NUMBER OF PROJECT 479-2138 PERM DATE T� JOB NAME �� ~� �� ' CALLER ; , j; - READY FOR INSPECTION: MON TUES WED THUR FR� LOCATION: � 3, � "�^ * BUILDING: ❑ FOOTINGS / STEEL — ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION O SHEETROCK NAIL — � ❑ FINAL ELECTRICAL: � TEMP. POWER O ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. — ❑ ROUGH / WATER _ O GAS PIPING ❑ POOL / H. TUB _ ❑ � , ❑ FINAL MECHANICAL: ❑ HEATING � EXHAUST HOODS ❑ SUPPLY AIR O ❑ FINAL ❑ DISAPPROVED DATE � INSPECTOR ` t _ AM PM �,'�. ❑ REINSPECTION REQUIRED ;� f.7�� INSPECTION REQUEST TOWN OF VAIL IT NUMBER OF PROJECT � ` 479-2138 PERM � � r� d ..% � �� JOB NAME � � ;i � --'�� DATE CALL.ER �/r .� , .�, ° READY FOR INSPECTION,: MON �I,/ TUES WED THUR "� FRI �,'�l �i �`, ; ~t � LOCATION: ��; , ' �"'�� —{ L'� �i t—� �—= ! ; , BUILDING: O FOOTINGS / STEEL _ O FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT O ❑ FINAL ��APPROVED v CORRECTIONS: PLUMBING: O UNDERGROUND _ ,,�ROUGH / D.W.V. - O ROUGH / WATER _ O GAS PIPING ❑ POOL / H. TUB — ❑ O ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED DATE INSPECTOR 4 './ ,{�t K :�y'�f _ r-� �. . ,—�. , �'` A M +� P M i,', . `:`C ❑ REINSPECTION REQUIRED r.�.4w w . ; . _ __ _ _ �. ,. .. .,,, . .. . .: . ,�.� ------_ _ � . : 7.. : , � � � - INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 . �. DATE JOB NAME � � �, READY FOR IPISPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION D SHEETROCK NAIL - ❑ O FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL O APPROVED CORRECTIONS: � � DATE CALLER MON TUES WED THUR FRI � PLUMBING: � UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB � �' � ❑ FINAL 11AECHANICAL: ❑ HEATING O EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED INSPECTOR AM PM . , ❑ REINSPECTION REQUIRED ., �"'.� ' ��:, „___.�,,,�.�„�.�.�.-,_.�,?LL . .___ .._. .-.� .��.�.v,�. ...,,- .:b. . � ' . . � . , . . . . _ ..�, . � ' .. ,�' �4 . � INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 DATE JOB NAME READY FOR INSPECTION: LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL � FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT O ❑ FINAL O APPROVED CORRECTIONS: CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING O POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: � HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED PERMIT NUMBER OF PROJECT � � � JOB NAME DATE i-` ' ;- � CALLER MON TUES WED THUR FRI #- •-�� READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL O FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION O SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ FtOUGH ❑ CONDUIT p ; .�. -� ; : 0 FtNAL ❑ APPROVED CORRECTIONS: INSPECTION REQUEST TOWN OF VAIL 479-2138 PLUMBING: � UNDERGROUND _ O ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ O FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED ,�- , .�'.. i� N. . � :i'A:'a..� � � (f � �t '� � � � - �` PERMIT NUMBER OF PROJECT {J�_} INSPECTION REQUEST TOWN OF VAIL 479-2138 ';--� � � � L- � � ',� �` ,�' D^TE JOB NAME � CALLER `7 �C' �'f "��.�'�i�� '"��!`. ' __ _ . READY FOR INSPECTION: AAk�N TUES ' WED TF,�1R FRI AM PM , , , �. � . , _ ,._.. , t,m �/� ^,.._.:._ LOCATION: ' � �--. .,}d��13F-� C BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING — � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL ❑ ❑ -� ''�I;/�' ❑ ❑ FINAL ` ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ FiOUGH ❑ CONDUIT — ❑ ❑ FINAL �J,.lk��PROVED CORRECTIONS: O DISAPPROVED MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL DATE � �.'`�" ` INSPECTOR ❑ REINSPECTION REQUIRED f ., , PERMIT NUMBER OF PROJECT DATE �� JOB NAME READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL _ ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL O APPROVED CORRECTIONS: CALLER MON TUES WED ❑ DISAPPROVED ��:.. . �,i.;;.. :. , .. ,�.. �i.y. ..�. �r,' . . •t: � ;..,: �� e . , . . . .., . � . . . . . / t� INSPECTION REQUEST TOWN OF VAIL 479-2138 THUR FRI PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER � GAS PIPING ❑ POOL / H. TUB ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS O SUPPLY AIR �7 , ❑ FINAL DATE INSPECTOR :u 'u ❑ REINSPECTION REQUIRED FI" 16"y,:e:� = s ' . �. ...� ��. .; , , . . .� Y ... � . .i � . . . {... � ... . - - . . .. . , .. .. ,. . �. o .,�. .. . .. a . , . . 1_,..f -- � , � ..: . _ :�� ... ., i. � �A.'<.� �'��tiu F, , .�..� .. . .�a--�� J \ C . � ..�xu.x.ert .. ' r .. �. .. ' � � � --?_ i.:--, INSPECTION REQUEST ' TOWN OF VAIL PERMIT NUMBER OF PROJECT .; 479-2138 � � �/ ;+ � ��`� � .� � � t � �,.. DATE � � � JOB NAME ,_ '�y' ` r /� ` ' CALLER ' READY FOR INSPECT�ON: MON TUES WED THUR �RI � � LOCATION: — BUILDING: PLUMBING: ❑ FOOTINGS / STEEL � UNDERGROUND O FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ' ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING — � PLYWOOD NAItING t?�.�INSULATION t`-''��—�'� ��a ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL ❑ ❑ . ❑ O FINAL ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT — � ❑ FINAL ❑ APPROVED CORRECTIONS: ❑ DISAPPROVED MECHANICAL: O HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL DATE INSPECTOR AM PM ❑ REINSPECTION REQUIRED w� � , � PERMIT NUMBER OF PROJECT DATE � `� JOB NAME � i � READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - O INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH O CONDUIT ❑ ❑ FINAL ❑ APPRUVED CORRECTIONS: �'' . . . __ . k . .. _ _. _ . __ __ _ _ _ _ _ _ _ _ , � ' Ay"`:.t�, INSPECTION REQUEST TOWN OF VAIL 479-2138 CALLER MON TUES WED THUR FRI - PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: O HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED DATE A� `" ( , � � INSPECTOR AM PM ❑ REINSPECTION REQUIRED w ,s:� � � ., � t 4' �i:".:. , ��. t�:�,. : . ,�,a� . ;!.;� -__ -._� .,*�'�' _ _ . ...... .. .. . . . . , � d . .� �i: . r � r .. , , � � • • . :-....': x��.� M . �� _u, � - . � � r�/. ��' �T ,� �,} ,, �._._..-� INSPECTION REQUEST ; t - - , , ; � TOWN OF VAIL PERMIT NUMBER OF PROJECT �, 479-2138 �� - �, ' ' �`= l �/";,�> �, �j'� , Y'' �";,�r e� ' v�N � DATE JOB NAME {- Q�� L'� � / '� CALLER � �� - '�',�r�=.-• i..._+�r'/1-_� f �d��/ U �✓ .. � � READY FOR INSPECTION: M TUES WED THUR FRI AM PM � � � LOCATION: 'i � i ..P�,� BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING – ❑ INSULATION � SHEETROCK NAIL — ,, � r <:°_��- `., , p 1 O FINAL } ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT — ❑ ❑ FINAL 1PPROVED RRECTIONS: �� . �,: �-� Rr� ;; O DISAPPROVED " . /�� PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING — O POOL / H. TUB _ ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING � EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL D REINSPECTION REQUIRED . f `' r= ,•'r �-=�r� J , .r-� .-� � -..,-_.. n..... _. _ , . 1 I./ ._:, � .z._-C� ,,,, ; .� __._w ,� t � . �� '�" ��--� ;� , DATE ��• �f� INSPECTOR r -• . . _ _. , fi , , .�> ..� . , �. ��Y . , ,� � / `� � � PERMIT NUMBER OF P�tOJECT `� JOB NAME DATE � CALLER TU�S °.� _ � READY FOR INSPECTIONr., �-'�`�N ��., ;v�� LOCATION: � � � -'� d INSPECTION REQUEST TOWN OF VAIL , 479-2138 . ; , ,, �, � J� � ' . _r._ € , ; . . . ;_.. �E7�� , 3 ° t' � (� . %� ��..��" WED .�, _ THUR �} FRI � r� � � - ' BUILDING: PLUMBING: : - �_.; -.-� : . . _. � .� � Q FOOTINGS / STEEL �'f��' � ` ` f �` ❑ UNDERGROUND !� ��U�!T�F��X1T��t� G� ❑ ROUGH / D.W.V. ❑ FOUNDATION / STEEL�� j,!*,. �� G� ❑ FRAMING ''�'` "� ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING — � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL � ❑ ❑ ❑ FINAL ❑ FINAL ELECTRICAL: ❑ TEMP. POWER O ROUGH ❑ CONDUIT — O ❑ �JNAL O APPROVED CORRECTIONS: ❑ DISAPPROVED MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL � `- '� ' � INSPECTOR DATE �"�'� �/-� ...-----, /-T< �"� AM;' PM ❑ REINSPECTION REQUIRED v:��+� 1 _ . � , . , � _ . , , , +:_ , PERMIT NUMBER OF PROJECT ' ! � DATE —� � � �'��i"'�� JOB NAME � r� READY FOR INSPECTION: LOCATION: CALLER ? MON TUES WED v i `�. .� INSPECTION REQUEST TOWN OF VAIL 479-2138 , >�_! 1`1 � i �_ {?` : i' T. THUR ��FRI � .— BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL O ROUGH / D.W.V. — ❑ FRAMING ❑ ROUGH / WATER _ ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB — ❑ SHEETROCK NAIL � _ ❑ � � i ❑ FINAL ❑ FINAL ELECTRICAL. f MECHANICAL: 'F'�,�dP. POWER ��;:�C, �-'"i°�C'-a....,._ ❑ HEATING � ' ; :.: , . %j�� .� ❑ EXHAUST HOODS fl FiOUGH ❑ CONDUIT ❑ SUPPLY AIR O ❑ ❑ FINAL ❑ FINAL �APPROVED O ,DISAPPROVED , � CORRECTIONS: DATE INSPECTOR i fk �� ;�' � � AM PM ❑ REINSPECTION REQUIRED _ . �, . � . . .: , . , , . . ,, ., . ,, , . . . �` � F, ,�'�'-, - � ; � i � INSPECTION REQUEST _., � TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 _ ; DATE , �1 _r JOB NAME ' � : "! CALLER - � ��. ( r''' ��___ READY FOR INSPECTION: MON TUES WED, THUR FRI AM PM LOCATION: BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - O INSULATION � SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ FtOUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: m DATE � PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ O ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: 0 HEATING ❑ EXHAUST HOODS O SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED INSPECTOR ❑ REINSPECTION REQUIRED -- T-- --_ --- ___ � . . � ^ PERMIT NUMBER OF PROJECT DATE �� ' JOB NAME READY FOR INSPECTION: MON LOCATION: � � � ~ ; BUILDING: ❑ FOOTINGS / STEEL - ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - � ❑ i I ❑ FINAL i � ELECTRICAL: O TEMP. POWER � ❑ ROUGH i ` ❑ CONDUIT O I ❑ FINAL � ❑ APPROVED CORRECTIONS: _ ''� - _ _ _ , INSPECTION REQUEST TOWN OF VAIL 479-2138 /�' �:" �: _, i- l ti:Z.�'�` �� - . ' �t CALLER ; �� ' ` �� =� � TUES WED THUR FRI AM PM � �� PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - 0 � �� ` ��,, ❑ FINAL MECHANICAL: ❑ HEATING O EXHAUST HOODS � SUPPLY AIR ❑ O FINAL ❑ DISAPPROVED � DATE �� INSPECTOR � \ 'I . f . i i �.. .y,_ �� .,. ❑ REINSPECTION REQUIRED . .� _ - ,,,� ,�- _ _ ... ��T., �.- _ �. - _ �_,. �__. _- . _ � � REQUEST ,� �, 1 INSPECTION 1 TOWN �F VAIL ; PERMIT NUMBER OF PROJECT 479-2138 ' ,i DATE JOB NAME 1%f ' ' CALLER READY FOR INSPECTION: MON TUES WED THUR FRI . ; ,�.... �.. LOCATION: �"r { �I ` BUILDING: ❑ FOOT'INGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - O INSULATION O SHEETROCK NAIL - ❑ O FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ O FINAL O APPROVED CORRECTIONS: PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - O ROUGH / WATER _ O GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED DATE INSPECTOR ��; � ;,� � �� AM PM ❑ REINSPECTION REQUIRED - •�_ r ,� ___ __ _ _ __ __ . ___ _. • --- ___ � , ;, �.- -- - - _ �: r: _ � . �_ � . � � ' . ,� ;�,,s ,, :, INSPECTION REQUEST ;r�,; �, TOWN OF VAIL PERMIT NUMBER OF PROJECT >,i / 479-2138 -7 J � e . j � J i ` . . � j ,� i � �� .. , � ,// ,/ . / /y�� Y . . ... -.�' f, �ir'- L'1/ j � � P �/� ��'/� �� '��r'��.. '"'r' � `� . , �' �,'. :c..�.,--. DATE f JOB NAME 1 '� �'��,,�'� /l' c�° G''/I.5','`�r' ' CALLER " READY FOR INSPECTION / LOCATION: ;f-� '>��.,�.^�s BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL O FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION O SHEETROCK NAIL _ ❑ O FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT — ❑ ❑ FINAL ❑ APPR01��b CORRECTIONS: MON TUES WED THUR r'� FRI `�• ._.. ❑ DISAPPROVED PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING — ❑ POOL / H. TUB _ 0 ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR 0 'r---r-�=°—� :'- �—�'a.' � -� . ❑ FINAL DATE INSPECTOR I��ANT PM e ❑ REINSPECTION REQUIRED �..k-.. . al,. . , . .. . . ..� � . � �' � - f . PERMIT NUMBER OF PROJECT � �` DATE �' - JOB NAME READY FOR INSPECTION: LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL EL�CTRICAL: ❑ TEMP. POWER O ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: INSPECTION REQUEST TOWN OF VAIL 479-2138 CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND O ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING ❑ POOL / H. TUB ,+:ii� ��...i - ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS - ❑ SUPPLY AIR � ,- �..: ❑ FINAL _ AM PM ❑ DISAPPROVED ❑ REINSPECTION REQUIRED DATE INSPECTOR .: ,:. ; ; . p .:� ,. , __... .,.. ,..�.;,..y , ..r .. . .. n. � � �. ,. . . , _ � � . �� e �f . � � F � � INSPECTION REQUEST -� TOWN OF VAIL 479-2138 PERMIT NUMBER OF PROJECT } � r ; � :rt. JOB NAME ,� i � DATE CALLER READY FOR INSPECTION: MON TUES WED THUR FRI � - , � LOCATION: � BUILDING: ❑ FOOTINGS / STEEL - ❑ FOUNDATION / STEEL � FRAMING ROOF & SHEER � PLYWOOD NAILING - � INSULATION � SHEETROCK NAIL - O �,! r, �❑ FINAL �<�� ELECTRICAL: O TEMP. POWER ❑ FtOUGH O CONDUIT ❑ ❑ FINAL �APPROVED ,T,- CORRECTIONS: PLUMBING: ❑ UNDERGROUND _ � ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ,.. ❑ O FINAL MECHANICAL: ❑ HEATING O EXHAUST HOODS ❑ SUPPLY AIR O ❑ FINAL � DISAPPROVED r�. DATE `'�'`+�''�r'' / INSPECTOR �{ - �. 4 ` ' � AM PM ❑ REINSPECTION REQUIRED y'""}Tt..�,Y - - _ . . . '� �� — __ —`+C,x.',R.A�.. '�. l�.,f M�Saw �� ' '� —_— ., / ,' r�,f , . , . �ai ' ` �: , ,.�. , INSPECTION REQUEST °�,� 1 TOWN OF VA PERMIT NUMBER OF PROJECT 479-2138 DATE `� ' �° JOB NAME c READY FOR INSPECTION: MON, � � ,. , LOCATION: ,' '� � " _ , .�`; f : � .� � 1,� , CALLER � �� TUES WED THUR FRI ' AM} PM _ -�� BUILDING: PLUMBING: ❑ FOOTINGS / STEEL � UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING — � PLYWOOD NAILING � INSULATION ❑ POOL / H. TUB _ SHEETROCK NAIL ��~�'-� y��- � �1 t � l p ;4 �' � ` , :. , -r��, . ,.. ❑ FINAL ❑ FINAL _ ELECTRICAL: �I ❑ TEMP. POWER O fiOUGH ❑ CONDUIT — ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: ❑ DISAPPROVED MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR O ❑ FINAL DATE ''�� INSPECTOR ❑ REINSPECTION REQUIRED ._ _ __ . , ... _ ,,.Nr�rr'�'n".� . �rY '� p . . � „a ._ . ...,a4;i.d"A"� t ... ., , i'. � 1 .-, , INSPECTION REQUEST . TOWN OF VAI � PERMIT NUMBER OF PROJECT 479-2138 f �' , 1 DATE — JOB NAME — READY FOR INSPECTION: LOCATION: BUILDING: O FOOTINGS / STEEL ❑ FOUNDATION / STEEL — ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING ❑ INSULATION � SHEETROCK NAIL ('��' �,� - — ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED ,CORRECTIONS: CALLER MON TUES WED THUR FAI , .. r, . �'. �� . PLUMBING: O UNDERGROUND _ � ROUGH / D.W.V. — O ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ CJ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR O ❑ FINAL ❑ DISAPPROVED F , DATE ' ' INSPECTOR ' 't �^ � ��"'°�` � AM PM ❑ REINSPECTION REQUIRED � , .,. —�n .��„�� :;,�,. , �_ , . �, � � � � �� ' _ , � � ECTION REQUEST , �. , ,. - : �--, I N TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 , G" JOB NAME � � � �` ' DATE , READY FOR INSPECTION � �,.�.. _ LOCATION: BUILDING: � FOOTINGS / STEEL ❑ FOUNDATION / STEEL — p FRAMING ROOF & SHEER � PLYWOOD NAILING O INSULATION ❑ SHEETAOCK NAIL � ;, ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL �{l �rqPPROVED �ORRECTIONS: CALLER MON TUES WED THUR FRI PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. — ` ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ - p ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS O SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED DATE � �� ` ��' ��f� INSPECTOR — � AM PM ❑ REINSPECTION REQUIRED ;��, . '� � � ; ---� �_� PERMIT NUMBER OF PROJECT INSPECTION REQUEST TOWN OF VAIL 479-2138 DATE t JOB NAME ;_,,6 L..L, .. , rw�. . CALLER � ` '' u' �' ' � �' READY FOR INSPECTION: MON TUES WED THUR FRI AM PM > �� , LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL O FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - O _ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ O FINAL ❑ APPROVED CORRECTIONS: ❑ DISAPPROVED PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: O HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL DATE ' INSPECTOR ❑ REINSPECTION REQUIRED _ _ ��-- -� � � � , � ,.r . . . �� ""��' . �. r¢.,�k .Fl --:'�* - •� ,� � _ ,'�a � . � y' :.t� ,-t �° ,,�. f��a � ' � ..:,, . � `�, . . .,.,r . ,�.. ..,',.� , t . � � � « � . � . . _. .....*. ...; � :,.. . . � � . .. _ . . - � �.. . ` J �� fY� � , �' .'"7 r . �i .. PERMIT NUMBER OF PROJECT DATE `��° ' JOB NAME INSPECTION REQUEST TOWN OF VAIL CALLER `; i� ` `� READY FOR INSPECTION: MON TUES WED THUR FRI - 4 LOCATION: 'F i BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — � ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT — ❑ ❑ FINAL PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING — ❑ POOL / H. TUB _ LJ ■ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR 0 ❑ FINAL � � - AM PM � APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED < < . ,,,. . . ,. 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POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: CALLER j � ' MON TUES WED THUR FRI r,_ PLUMBING: � ❑ UNDERGROUND _ O ROUGH / D.W.V. - ❑ ROUGH / WATER _ _ �� GAS PIPING ❑ POOL / H. TUB - ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR O ❑ FINAL ❑ DISAPPROVED DATE INSPECTOR _ AM PM ❑ REINSPECTION REQUIRED i �, ,. ;.. . , ,�, . �..�. ..` � ; '�.,:., . . , . . . . . � � �. ; i „ . . . . �Y , . eet , . , � . ! � . , � - � ,}. '`� � ' . v , . . . � . ,�,� y ..� :.w� � , �-; ; !_. - INSPECTION REQUEST � TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 DATE 1''''f - JOB NAME ' L � � i:'� r. ) , CALLER ` '` � � READY FOR INSPECTION: _ MON. .. TUES WED THU�i FRI � AM PM � ., �., ,° �,��`, _ . ., %" „ h`... LOCATION: BUILDING: � FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL O FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ O FINAL E`LECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: ; PLUMBING: i .�C'� _�t71V�'EA'G�N D � ROUGH / D.W.V. ❑ ROUGH / WATER ��GAS PIPING �_;;, , ;'",r��, , ✓ } _�- �❑ POOL / H. TUB �: �' �*'��` - 0 ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS O SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED �{ F�t�I�ECTION REQUIRED DATE INSPECTOR �- .- _ _ �; _ _ __ l % �,� � _� INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 � _ I DATE r ! � i '7 JOB NAME � � �l k�. {� � ' .,_ � �' CALLER ;�r�� READY FOR INSPECTION: MON TUES WED THUR FRI ' AM PM LOCATION: � '� �� ' ' BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. � FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB O SHEETROCK NAIL � ❑ ❑ O FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS � CONDUIT _;' �- ❑ SUPPLY AIR o � ❑ FINAL ❑ FINAL p APPROVED .� ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIONS: DATE INSPECTOR ;..�,. .a....;. .. .• -,�^^v"-'�-'.t.. _ .__�. _� .'., _._. ... . ....,5 � . .::. .,... �,.:,. o... . ,.. . ..--.., Y;4;�a,irp*;f"°- 1 v� �:� .. . .:., , ... . .. ..;z" :.: . . . . .. � .�. INSPECTION REQUEST � � ;y ��'� TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 c� , . ,� •' / ;� " � � _ �% .N �{ iaJ `i J .0 ' n J 1 DATE ,_. ;f r JOB NAME � 'ft r / ��'/�...� .�,� � READY FOR INSPECTION LOCATION: �x; CALLER ; � ' `" � r� F ��. MON �' TUE WED ` THUR f � �a�' � -- � rd r; ' #`e ��? %. FRI AM �M�! : t..-pl-'` J /r„o,. • ,' ;' 'a' tF BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ O FOUNDATION / STEEL ❑ ROUGH / D.W.V. — ❑ FRAMING ❑ ROUGH / WATER _ ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING O INSULATION ❑ POOL / H. TUB — O SHEETROCK NAIL � p ' ❑ O FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR :�, �(•� ' �,`� ❑ ❑ FINAI,r'�� ❑ FINAL O APPROVED ❑ DISAPPROVED CORRECTIONS: DATE INSPECTOR ❑ REINSPECTION REQUIRED �� i` ��.�`,. � =�- j � �o ,�,��___ PERMIT NUMBEfR OF ROJ CT ��," �� JOB NAME DATE ` �� '' IP�,S�cCt� N REQUEST � �fl�.l I,�OF VAIL j .,� 479-2138 �- �°"` �-�-' - . � CALLER a READY FOR INSPECTION: MO� TUES \� V,l� Y.� AT �,...r� f �..� ., ' .. ,/'�j/. �.�'.7 ` p` . , ' � }:�l �l%k l./"�f LOCATION: � —� ` °' " ' ` BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ _ - I N A L --a—= ELECTRICAL: � TEMP. POWER ❑ ROUGH ❑ CONDUIT — ❑ ❑ FINAL �;� �! �.. � `E's�--��r `,'`_�� __ _ A � �M _",�y � �' —�'''.�__.; PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. O ROUGH / WATER ❑ GAS PIPING — ❑ POOL / H. TUB _ 0 _...__ ,..._._._—.�:�., _. _. �fl. ^�- n ,;� . � t�1"1 a'��l f�/��1 L��7�� FI�NAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR � ❑ ' ❑ FINAL �� ;'C3' APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED ,CORRECTIONS: � . � — ` 1 y ;'") , ``Z� E � r ,, � J�C,3 f� � . , � � � v yiFi - � � • . 1 �.,,_,_,_,� , r � ' "' ( � �-' f r ,� � IQ � �iul.` � � � � � (' C'i �i- ��(e' '� ' i.1 f „'� / . 1 �nff � t�l � i a�� < f 5 �� d� � t �✓ �( � tA l�P Lx � � ,:_>` . r �� . r."= p 4_{ � �- �� t� ''� � t� � i r' � 1 uL� � n� � - .t� rt v t C=i ��` C) 'T�-�u_-i�l G i- i j'r'� ��- �'`'i�r � L. ��'' t�- • L� � G � . ' �o � ," �.- I �! � _. �" .. , � �Q � L � ,I E7 �' � r � �� 't'} F? � �2 � , � , ._ : , � � � � � u r=- (� A- �. t�o -7- �. tn �- �.n r. U k1 U t i ' i',� , � � C7O�.�'�) � nt {> �-� t�� V�1 Ul,'�t L. !�°`� `� �c��i�// �'�'',L-a`t' r �7 � '';r �f, a ' ' DATE r"r % ; ; INSPECTOR � w, ;T, ... .. , : � ' °;°,°'.��; _r. . . �:._ �� , ��-� INS�F-cCTiON REQUEST , PERMIT NUMBER OF PROJECT DATE ��'� �-��'�-� {- � �� JOB NAME READY FOR INSPECTION: MON , t j ' LOCATION; t TOWN OF VAIL 479-2138 k� � � �'��.., ` s ; , i _ �', " � ; G �, , ' �� ;. ;.� ��*,�'�, �� CALLER � � c�� r i ��'� �, � 1 �� TUES WED THUR' FRI AM PM i � � BUILDING: PLUMBING: � FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. � ❑ FRAMING � ROUGH / WATER ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING O INSULATION �`�� P�OL�( H. TUB .�. ❑ SHEETROCK NAIL ��r ,,-,} , � , D ., _. _.�.,.,.._...... ,�,. , _ p FINAL � � � �� ='� ❑ FINAL�-' ELECTRICAL: MECHANICAL: O TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS O CONDUIT ❑ SUPPLY AIR 0 � ❑ FINAL — ❑ FINAL ❑ DISAPPROVED f�1; 11GSPECTION REQUIRED ❑ APPROVED , ,r CORRECTIONS: r:: F , j" .�r` G, r r i r a. ,1, � , .. : . � � � ? _�. �; > ,, � . i' �a �� ' . .,t � � .�.�s,. • , � � �. .� - ,,.., � � �' � � � � i � =' ' � � _ .. � n � �. ,'? .n. . `. �., .. „ti�� j z ��'t,_7 ��.'. � ( s r r'_ � ! r � � � � � , , ., �-f' a°"+ � ,��_ .. �: DATE � �'� � _ >, r. ��=r. it` ` 1� � r�' i �CCl�il�`�/✓` �/ �^ . .� +� ��• 1�'y�{f's �^ C l? � /�-�'-u �.. � . � ,x �< ' '' ,, %~C� %c'4.�-r ;r`��%l�'`��"-�`,;��' �, �1",,�«`^,- 'c,r.a�� ^ _ . �__ r �.. . -.e+': � , J"!".7 (f ,_�``� f/' G__ t,�`::; l`_ d� INSPECTOR � �''"�`�' - - �r-��yK.._ ,� �. tawi 42 W. Meadow Dr. Vail, Colorado 81657 Date served: Building name: Vail Fire Department CORRECTION NOTICE Date of original inspection: Building address: Building owner: Time served: THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING: � UNIFORM FIRE CODE (U.F.C.) VIOLATIONS ❑ SAFETY VIOLATIONS � NATIONAL ELECTRIC CODE (N.E.C.) VIOLATIONS O UNSAFE PRACTICES ❑ NATIONAL FIRE CODES (NFPA) VIOLATIONS � OTHER DESCRIPTION OF VIOLATION: 476-2200 CITED CORRECTIONS SHALL BE COMPLETED BY: A.M.�% P.M. Date: IN ACCORDANCE WITH TOWN OF VAIL MUNICIPAL CODE 15.12 IF YOU FAIL TO COMPLY WITH THIS CORRECTION NOTICE ON OR BEFORE THE ABOVE STATED COMPLETION DATE YOUR FAILURE WILL RESULT IN FURTHER ACTION BEING TAKEN UNDER TNE PROVISIONS OF THE U.F.C. EDITION, WHICH MAY INCLUDE YOUR BEING ISSUED A SUMMONS TO APPEAR IN MUNICIPAL OR COUNTY COURT FOR THE VIOLATION8 ABOVE SPECIFIED. UPON A FINDING OF GUIITY OF SAID VIOLATION31fOU WILL BE SUB- JECT TO THE PENALTIES PROVIDED BY LAW. BUILDING OWNER/MANAGER: (Signeture) FIRE DEPARTMENT OFFICER: (Signatura) (7itle) � .� �y r _L� r PERMIT NUMBER F PROJECT �' DATE ��' ' '�-' � r �� JOB NAME READY FOR INSPECTION: MON LOCATION: � � , ar'' . _` BUILDING: ❑ FOOTINGS / STEEL - ❑ FOUNDATION / STEEL ❑ FRAMING ' ROOF & SHEER � PLYWOOD NAILING - O INSULATION � O SHEETROCK NAIL — � , ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ � �....�-�.-'y. !,� �'� FINAL � ° �` � � `�p�APPROVED � CORRECTIONS: �'",- � �' �: % CALLER —� TUES WED ��"}' �`'�'��'c INSI-_CTION REQUEST TOWN OF VAIL � 479-2138 � ' �` n-, �" -, (,(� 3' -�' , �� THUR PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. — ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED � - ' ` /r�,. _:.., -.. , . � ; _ �j.� y, � -� , ; . , ,� ? /`� -r �t E: .e�"c: >- , ; �, e�,�-'� -r..-- � / •.� '`f � ,� �.�r :,. ` : , /<' � AM PM ❑ REINSPECTION REQUIRED � -" INSPECTOR _ y . , : , , DATE � � TOtiVN OF UAIL �% � � 42 West Meadow llrive Vail Fire Department Vail, Colorado 81657 303-479-2250 � June 27, 1994 � Joe Miller Roth, Sheppard Architects , 2185 Broadway Denver, Colorado 80205 Re: Fire Alarm Plans / Letter form MKK 05/06/94 Dear Mr. Miller: In response to the letter I received from MKK (copy attached) , it appears the Fire Department will not be able to approve the fire alarm system until this issue is resolved. The Uniform Fire Code, the Town of Vail Municipal Code, and State statutes, all require plans be "stamped" unless specifically exempt. The fire alarm plans for the Police Department addition are not exempt. We have inspected a portion of the fire alarm system for the TCO. We noted on the inspection form that the remainder of tr.e system would be inspected upon completion. The plans need to be stamped prior to us conducting a final test and inspection. It also appears from the context of MKK's letter, they have withdrawia their approval of the portion of the system already inspected. If you desire more information or wish to discuss these items, please contact us. Sincerely, � f�1-�-'`___ Michael McGee Fire Marshal cc: Ken Hughey, Vail Police Dept. Jeff Layman, Vail Police Dept. Dick Duran, Fire Dept. Tom Moorhead, Town Attorney Bob McLaurin, Town Manager Gary Murrain, Chief Building Official Leo Hilsendager, Viele Const. Malcom Hunt, Hunt Elec. Bill Miller, Protex John Janson, MKK . * � Priucit�ais Willimn li. Kimball John E. Parks Nonnan G. Almquist Robert E. SiJwell Stuart U. Monicai John Jausons Neville F. (BuJ) Gaines Tim L. Moormeier Mark C. Scott Scnior Cousullants James H. Konkel James D. McFall Cyril DiMercurio � � , � 1VIcI� all — K�iikel � Kiiiiball Consuiting Engineers, Ine. 21G0 South Clennonl St. Denver, Colorado 80222-5007 303-753-1260 I�AX# 303-753-1312 � May �6, 1994 Mr. Mike McGee Plan Review Department 42 West Meadow Drive Vail, Colorado 81657 RE: Vail Police Station Our Job No.: E7274 Dear Mike: .�� Associalcs Kelvin K. Doss Scott A. Lohr lean M. Petkovsek Sharon A. Rodd Kathleen M. Stratton Douglas Wissner Wyoming Office 500 E. l8th Street Cheyenne, Wyoming 82001-4618 307-634-7647 FAX# 307-638-G094 This is to acknowlecJye i:liat to the best oF our knowledge the fire alarm system sl�op drawings submitted by the Electrical Contractor, for the building to be constructed at: Vail Police Station meets the design intent of the constructinn drawings and specifications as prepared by the design engineer. Our Professional Liability Insurance policy and Insurer indicate that certification tvitti reyard to code compliance, etc., could be interpreted as express warranty. Cxpress warranties and guarantees are exclusions in most Professional Liability Insurance Coverage. Not wishing to jeopardize or invalidate sucf� insurance coverage for our client, the Owner, and our firm, we are not placiny our E�rofessional engineer stamp and signature to the fire alarm equipment specification st�eets and associated drawings. Very Truly Yours, � ti✓1- hn Jans s, PE JJ/jel �;�F�QO flECrsy.�,�� a�:•�� JANSD o :' p '1-� � :> N� 1779E3 : �?,� n _ .',1i •�z�,;;;�z::=�'' �f-YY McFALL-1�(�±Ji(FI & KI�I�AL�. Cap�SULT ING ENGIiVEERS, INC. , �.. . � l � ,_„,ry � � f € a �. PERMIT NUMBER OF PROJECT DATE , �� JOB NAME READY FOR INSPECTION: MON ,,- ._� .�_ � LO CAT I O N: `� °"`�" ' BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAtL — ❑ ❑ FINAL , �._;. INSl�-�cCTION REQUEST TOWN OF VAIL ' , 479-2138 � � �i�:-, ,��, �� /'.%� /�' ,��i� � CALLER ' -'�--r � CUES WE�p THUR f -, j�.l . _ s / F Fi PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING — ❑ POOL / H. TUB _ ❑ ❑ ❑ FINAL ELECTRICAL. MECHANICAL: __ __.._ ,,...._' 'Q""f�MP. POWER ❑ HEATING "�, �� ROUGH � �..,. � '�- � � � �' � � '- � ❑ EXHAUST HOODS ❑ CONDUIT � � � �'�---`� �%�� ❑ SUPPLY AIR /� P ❑ _ � / L. �/ � "i� l ;' � � ❑ ❑ FINAL ' � 6 '%��' ❑ FINAL _ � APPROVED CORRECTIONS: ❑ DISAPPROVED ��1 � DATE � � �� INSPECTOR -�...��,� r � , �r�/•� . - ❑ REINSPECTION REQUIRED 'i� ---c.�-�,,•^. " _ ,, '�. , ,-_ _. . _-__ , "'""'�`� � ,.. , , ,., ,,, •,...# ., ; , .�;a� �?.» ' ;?-- � �� INS1-cCTION REQUEST i �� ' PERMIT � MBER OF PROJECT DATE READY FOR INSPECTION LOCATION: JOB NAME �1V � CALLER �.� . � �� MMON �� ,��TUES , WED �J,�'''��%^' 1 f ,i-... T�. j �Y\,'.._ �f i j TOWN OF VAIL �- 479-2138 , i ,� , V' �. � ' ' -• _. ..�.. i .� i Q 1.`�.. ` M� l) P M THUR � F�RI _ .� ��,i �„ -_-- BUILDING: PLUMBING: � FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. . p"�RAMING ` �F` �� j� �'�` - ❑ ROUGH / WATER ROOF & SHE�R � GAS PIPING - � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ O SHEETROCK NAIL � ❑ � ❑ FINAL � FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT - ❑ ❑ FINAL MECHANICAL: ❑ HEATING O EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTiONS: , , ��t�` ' �' ;� - �•�,�,, /'' ° .� -=� �- �" . , DATE �' � �'� INSPECTOR ' ' . ' _ �.;� _. .x ':a 'ya_� ��,.'t. �._. . . �N . , Y�. . �- � , �.�, �� INS1- cCTION REQUEST � VAIL ; �' � � PERMIT NUMBER OF PROJECT DATE � �.�� JOB NAME READY FOR INSPE`�CT ON: ��., MO LOCATION: ' '~- �'� � � TOWN OF � � 4�79,=2138 � � . ., � , i,� � ;,�.� � � f. ;� ��',1 ,� � , '�. �'' ES �,} WED THt,J,R FRI �'�� -�, �. • }i,. '-,l � a,. � ; _� , -'`. �UILDING: �` PLUMBING: J Q`�FpUTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING — � PLYWOOD NAILING ❑ INSULATION r ❑ POOL / H. TUB _ ;. �] SHEETROCK NAIL ��''''"' t�`' �' � �0 ❑ O FINAL ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT — ❑ ', L �F¢q`ROV„�.43'` i� � R ECTIONS: 11AECHANICAL: ❑ HEATING 0 EXHAUST HOODS ❑ SUPPLY AIR 0 ❑ FINAL ❑ DISAPPROVED DATE � ' �� INSPECTOR AM � PM _.__- -' ❑ REINSPECTION REQUIRED � . �� ,'� �� r � PERMIT NUM ` DATE -� READY FOR LOCATION: ;��:.< INS�I-�CTION REQUEST TOWN OF VAIL BUILDIN PLUMBING: __._.��-°' '., p_F,�O'6TINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER ❑ GAS PIPING - � PLYWOOD NAILING ❑ INSULATION _.�Q�OOL / H. TUB _ �r :;%.� G . �.:! ,.`-�� p` , � ❑ SHEETROCK NAIL � ❑ ❑ FINAL ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT - ❑ NAL VED ECTIONS: MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED DATE � � , �� INSPECTOR ❑ REINSPECTION REQUIRED ,. , , Wx, , . . �:.;� - .., � ..,. . -..,r'��.., i.�.1��'.,,�.•:�:.� .,.y,.��''� �!�,:�-.. �,.. ,. . , -}. -.:: , . . �� INS�cCTION REQUEST ° ,r—;�� TOWN OF VAIL .� , 479-2138 PERMIT NUM R F PROJECT �, { <.,� �'_ i�' 1 � `� _ / 1 - DATE _ -> JOB NAME READY FOR INSPECTION _.,_.� ,,,__ LOCATION: , BUILDING: ❑ FOOTINGS / STEEL — ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — O iNSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER O ROUGH ❑ CONDUIT — ❑ L C�RRECTIONS: CALLER ,,-�'�'� ON "j TUES r WED THUR FRI !� n AM PM �"'r #'� ' _ �� _ . PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER � GAS PIPING — ❑ POOL / H. TUB _ ❑ ❑ O FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS O SUP��Y AIR ' � �, ..E' /' � � � _ �._.. � , `..� _ ,.�t� � . . = � f a ❑ FINAL `� ❑ DISAPPROVED ` "'� ` ` INSPECTOR DATE "� ❑ REINSPECTION REQUIRED ,.. ...: , , :: �, . ; . . w �. ;.��.; .,�x . wr�-.. , .. � _ . __, ;. ., ,:� �_ , �. -. ., ,�Y . .. �;.��. Yf : .. .. . . � �. . . � , � � INS�-cCTION REQUEST ;: PERMIT NUMBER OF PROJECT DATE �� '« �1��`�� JOB NAME READY FOR INSPECTION: MON LOCATION: `` f � �� BUILDING: O FOOTINGS / STEEL - ❑ FOUNDATION / STEEL _ ❑ FRAMING R00F & SF-FEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL ❑ 0 FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ INAL ;� ►.�.;�1� CALLER � ` ` � TUES WED THUR �" : ; _ � � � , ,_. ., � FRI TOWN OF VAIL 479-2138 PLUMBING: ❑ UNDERGROUND _ O ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ O FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL � f 1 ' AM PM ��P..ROVED O DISAPPROVED ❑ REINSPECTION REQUIRED RRECTIONS: i f { � � � .. r.� °.��„� . , : �:y,::'i�'a�'' n;�; ±, :.:.t� , � ,.�d� !�d.*�.u:i-�.;��, .. `*'i�i'' .� � .. . ,! . � � . INSPECTION REQUEST BER OF PROJECT TOWN OF VAIL PERMIT NUM DATE � JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. - ❑ FRAMING ❑ ROUGH / WATER _ ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB - ❑ SHEETROCK NAIL � O � - ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ � � FINAL ❑ FINAL ❑ APPROVED ❑ DISAPPROVED CORRECTIONS: � DATE Y: INSPECTOR AM PM 0 REINSPECTION REQUIRED PftINTSHOP ��'� INSl�cCTION REQUEST f.. TOWN OF VAIL ; PERMIT NUMBER OF PROJECT 479-2138 DATE ��,, , � _„ � � " ' JOB NAME '.�� i_i I "��.__` i._� �..��.-�_� ��,..--'�t... ' � � CALLER READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: � ` � � � � t� - �� BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND _ ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB — O SHEETROCK NAIL ❑ ❑ � O FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ ,n�, ❑ FINAL ❑ FINAL � i� .� -�`..�._C`�.� 1 � _,... , � : :r., �-»,�.�_�,�.,.. , . � , AM PM � �1,�3`% �VED O DISAPPROVED ❑ REINSPECTION REQUIRED �ORRECTIONS: � ;, {'! ,. .° ,__ _ � � --s� o.� �-° � � - �� - --' � �l � . � / %f'e�.,.j� DATE ; ' � INSPECTOR � l r ; �- �`�. �, � �j :!' ..,:' �� ' , PERMIT NUMBER F PROJ�T f . 5 / l l' DATE JOB NAME CALLER ON TUES .�.P � READY FOR INSPECTION LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL � FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ROUGH O CONDUIT O ❑ FINAL p APPROVED , y CORRECTIONS: � : �. � > , __._ INS� cCTION REQUEST TOWN OF VAIL 479-2138 � � ' � '', ;= f � ..y r �.�--� �:�x' . .;. . �� j � , �,� ,� � .m-- , , � ° � � n ' �=t „ r ,�.,,-, � �,l. . � �;� �, -�- ; — � :D THUR CF..�3�:,,�' ��AM�'�; PM ,; � ,��, � .,� __� ,;,{��,�1 . .. _ro.._ y�. _�� PLUMBING: � UNDERGROUND _ ❑ ROUGH / D.W.V. — ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB — ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED DATE � INSPECTOR � ❑ REINSPECTION REQUIRED '�,�''!4': . .' >, 'w: � . �. ..�:: , , � .:, � . . .. . * .:. . , , ��k� . .... , , ... _ ... . . . , .. . . �' INS� cCTION REQUEST �y ��. 1 �- . PERMIT NUMBER OF PROJECT DATE � � ' � �� JOB NAME READY FOR INSPECTION LOCATION: t `�- CALLER � MON , TUES ,1 WED �_ �r ;:-�_. w f , � _.�; 1 :1 � ��_ �: . �� , . � TOWN OF VAIL 479-2138 I y� ftt 1 i�f .�� _,�� '' r'-5.. � � � ', � . ' .. , _ . ..^ ,� � � � � a � J� �. 4 �t �� `�i_�� =� " . r'°`..--,.,..�-� THUR FRI r AM R PM � �., —w. _.._..� BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL � ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPING - PLYWOOD NAILING ❑ INSULATION �-°"C7 POOL / H. TUB _ � SHEETROCK NAIL�� '� �� 0 f�. ❑ ❑ ❑ FINAL ❑ FINAL ELECTRICAL: ❑ TEMP. POWER O ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ ,�(PPROVED CORRECTIONS: ❑ DISAPPROVED MECHANICAL: ❑ HEATING O EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ REINSPECTION REQUIRED � ,.,� ;� __a � '� , : % r'� , ..� ' _� _�.. ....._. DATE � g � ` INSPECTOR '�. - � �` � _- -,. � �yy' . � n. . ' . �i ', �. .�„ . . �., . . . " � ,A . '. �n ai , , �. ' � � .. ,. , . . .:. ,.,., ;.. _. . .... .... , . .. .,.n .n.yw^ � , . . . . � ... . �'�, � "�.,, ,� ,�� INS� cCTION REQUEST ��' J( ,l�. TOWN OF VAIL _1,.- ,. �� PERMIT UMBEFj OF PR�J�ECT ;: 479-2138 � �., � '', u�..� r r� P .7 f, ,i �; % � , J � DATE ., _�� JOB NAME - � .. CALLER •��X?� .2.-.__...� -~ " ��`t'" �' �� . �ti �� READY FOR INSPECTION: MON TUES . WED,�-' THJUR: ' FRI AM ; PM Y� � r - r .- , ,,,a .� , , . . LOCATION: ` _ _....., .__. ._........._._.__ _� i �.f ,' �� I .�, �. � k - �_�"'"."_ , ,� � � - .�� __._ _ BUILDING: _. .PLi�MBiNf�: _.� _...:�_.. �....._._...., ❑ FOOTINGS / STEEL O UNDERGROUND � FOUNDATION / STEEL �ROUGH / D.W.V. `' ��'''` .�� '<'� � O FRAMING �7ROUGH / WATER �� , ''��`� '� ` ` �"` �� ' � ROOF & SHEER p GAS PIPING PLYWOOD NAILING O INSULATION ❑ POOL / H. TUB ❑ SHEETROCK NAIL ❑ � � ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: 0 TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR p O F � ❑'��FINAL � � ❑ FINAL #t' "�'PROVED 0 DISAPPROVED ❑ REINSPECTION REQUIRED ,. , J RRECTIONS: DATE � � ��, INSPECTOR �:�., ' r `:.,. . . .�:.,.....,: _, . �;... � ... ,.y..,.. .. ,.��e:r ...... . , �.� .. . , �. . . ,. �.. . ... _. . .. . . ,.:�a.= '' . � ,� -� � �x INS!-cCTION RE UEST Q � ;-� �r� ;.�, , � PERMIT Nl7MBER C�F PROJECT DATE JOB NAME READY FOR INSPECTION LOCATION: : TOWN OF VAIL MON,,,, TUES WED T Rij FRI '� . � ; '�P.�� .� r�� ;��', �� `�__--�--�`' BUILDING: j PLUMBING: ..:�..:� .:: `.... . _._..__. . .' ❑ FOOTINGS / STEEL� ❑ UNDERGROUND ❑ FOUNDATION / �S�EL O ROUGH / D.W.V. -�' ,a ,e° , i'� ,�'.' r :,' ' �FRAMING � r, ±, �—. " !.� '}tc � , �—� � f.:;.:' .` � ROUGH / WATER R00F & SHEER �-�-�-' :�`;. � PLYWOOD NAILING ❑ GAS PIPING _ ❑ INSULATION O POOL / H. TUB _ 0 SHEETROCK NAIL ,�«�� ❑ . f'°'�' f' "ncg,_! r V�^" — �J c�' {. t'.,i�- .> iL � M F�,,�`�-�'�0 �.� ❑ FINAL • ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT — O ❑ FINAL Cl�`ffP�Q�/ E D �- C RRECTIONS: ❑ DISAPPROVED MECHANICAL: ❑ HEATING � EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL .. � ' DATE �� ;'t , INSPECTOR � �, ,�� AM PM ❑ REINSPECTION REQUIRED . ., � . , : .. . . . w . �r,. ,,.. . � �.�. . ; -::~� � �'" �` f '"'--� �,` INS1-�cCTION REQUEST � �� , � PERMIT NUMBER OF PROJECT DATE �"�1"" �—�� +��'�� JOB NAME READY FOR INSPECTION LOCATION: BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL — ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT _ a ❑ FINAL '�" Q��(,E�PROVED � �f '� ,6' a CORRECTIONS: TOWN OF VAIL 479-2138 � � k.,�....= 1 �,. �..( �.....�} ��ft,.�.,� 1,�..�, i_ � CALLER MON TUES § � �,, �"., .: 3� � � ,f � WED THUR ;�' FRI y�! � ;��'�`�.�- � F �� l�''�__�'�� i � .� . AM � PM PLUMBING: ❑ UNDERGROUND " -- � ROUGH / D.W.V. �.2`�-��n,� ��PT / A R,� ❑ GAS PIPING ❑ POOL / H. TUB ❑ ❑ ❑ FINAL MECHANICAL: O HEATING ❑ EXHAUST HOODS � SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED ❑ REINSPECTION REQUIRED ,r'',..G''t*''�� L'"z."� �GG' �r.�,.a+' i ..�r � ..d.•%c__ 0 ��:<-��....i�,�+ :`..��. .. � ; ,. ..� � r ;!. ,l�4J�,' � �. DATE j INSPECTOR � � � -... : «i . . . , .�..� � ,TM,;:.� , � .-w� • .,.; -. .-•� � .<. , . : � . , � �R -t r PERMIT NUMBER OF PROJECT INS1-�-cCTION REQUEST TOWN OF VAIL 479-2138 a DATE r i� ��': �� f` �' a. JOB NAME i-. r°.. h, J' t ?`_ yJ� .: : CALLER � � , �v� i 1 ( 1 j � � �i ,` �� J READY FOR INSPECTION: MON TUES WED THUR FRI AM PM f LOCATION: � � � ; ��.,, ;f' � � _ -�,� BUILDING: PLUMBING: ❑ FOOTINGS / STEEL O UNDERGROUND _ O FOUNDATION / STEEL ❑ ROUGH / D.W.V. _ O FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB _ 4.� SHEETROCK NAIL ��:°�� "�.�`� ��;.% ❑ ❑ ❑ ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH O EXHAUST HOODS ❑ CONDUIT O SUPPLY AIR 0 � � FINAL ❑ FINAL ❑ APPROVE,p ❑ DISAPPROVED ..--.' C(��RRECTIONS: ❑ REINSPECTION REQUIRED , # < � ` ,' DATE ty.� .� � � r � INSPECTOR '�' /��-' '' ` �, . MM. : �.,h,. .F�. . �f � � �ii. .., , : ! .. � "l :'�4 ` i'. . ' . �. , .x.. ._�� ;, . . ,Y .k . -��.,a<.... i '" . . ' . 5 . . . � 'di.' •C- ., . �..".Ifv �.. �..yi �", a.....'� . ��.. � ,: ' / � f .--- ��`" INS�-cCTION REQUEST � f � ,.�. PERMIT NUM�ER OF P� OJF�CT /- ' �` , ;r ; /`,-' DATE �` '-� � `'' JOB NAME READY FOR INSPECTION: i_ ,.- �. LOCATION: BUILDING: ❑ FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — ❑ INSULATION ❑ SHEETROCK NAIL _ C]� � � � � ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ FiOUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: MON <- ��t �--i. ( {.. CALLER ;- "� �� ~ __ ; , _ , �.�r T�U,ES WED � y� . , � . . � .�G.' L'�� ❑ DISAPPROVED i � ._�,, ,. � �� DATE �` e<�- INSPECTOR TOWN OF VAIL �;� ,., 479-2138 t �' � , , ., ,.-- THUR FRI PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ O ❑ O FINAL 11AECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPP�Y AIR ❑ ❑ FINAL �i �s �-__ AM �'� PM ❑ REINSPECTION REQUIRED _ . — , , .. .: ,, _..,. .n..;, �u . � �. - _ , . ,. . . , �• . �. , ..�. . ,w... , . „ .. .; � ,. .: ... , . F � r �` �°� INS�-�tCTION REQUEST � ,� :��. .. �i` t� PERMIT NU,MBER O PROJECT �,,. .._ti ,. DATE � � � � JOB NAME , READY FOR INSPECTION: MON �� ,---' LOCATION: ' " TOWN OF VAIL 479-2138 i ' .� `\ . , `. CALLER ' - � �' ��- � � r� ; TUES WED THUR FR AM PM � �� _ . °� ..k" Y '"'. ,i r BUILDING: PLUMBING: O FOOTINGS / STEEL ❑ UNDERGROUND O FOUNDATION / STEEL � e.�iOUGH / D.W.V. ,-- � , � ; , - � �,, r � , �� -__ _ p �FRAMING t��°€ .".. ti'_ � �� _` �t%%``�— �OUGH / WATER 0 ROOF & SHEER �?�' ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB � SHEETROCK NAIL ❑ ❑ ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH O CONDUIT — ❑ FINAL (�j��PAOVED CORRECTIONS: ❑ DISAPPROVED ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ¢ INSPECTOR 1 '� DATE � � � `'�� '� ❑ REINSPECTION REQUIRED ,i��, �� , - _ �-;1 _ PERMIT NUMBER OF PROJECT i, . . _. . . ,,v.�;' '�{' .. � � . , E� .� . /� INSPECTION REQUEST TOWN OF VAIL 479-2138 DATE � JOB NAME � � � � CALLER � �� - � READY FOR INSPECTION: MON TUES WED THUR FRI � LOCATION: � f�� ' `� � `C . BUILDING: ❑ FOOTINGS / STEEL _ O FOUNDATION / STEEL 0 FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION ❑ SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: :u •u PLUMBING: ❑ UNDERGROUND ❑ ROUGH / D.W.V. ❑ ROUGH / WATER ❑ GAS PIPING ❑ POOL / H. TUB ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ,�16SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED ❑ REINSPECTION REQUIRED . � � � . . . r� .Q. /. p <r .. , . �. .. DATE � �� INSPECTOR ' 'z, �, � � � � � �� ;; _.�' PERMIT NUMBER OF,;PROJECT �,��,° �.- r DATE —�� ` JOB NAME READY FOR INSPEC�ION: LOCATION: �� ' --'` CALLER MON TUES WED _ "� _ ``�'.; -� ,-, � , ' "�_� �:_: ; - �.,. . � . „ .., ,_ . .. ., . . : .: ,. . ,, _ : INS1-tCTION REQUEST TOWN OF VAIL f 479-21 �8 ; � f � � ' �.. - �"`1 G,.� �'' �% ,�[/�`�l �/� THI�'�t �` FRI �� AM PM � , "' 4' �` _.,'�•. ,� . _._.. _ . BUILDING: ) PLUMBING: __ _._ ❑ FOOTINGS / STEEL ❑ UNDERGROUND O FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPING — PLYWOOD NAILING O INSULATION ❑ POOL / H. TUB _ ❑ SHEETROCK NAIL � �j ��, i" � ;'.v" 'i� ;' ��,�.''�:. '�� ;'� �C��'».❑ =�� ❑ FINAL �' � '��j� " � ❑ FINAL ELECTRICAL: O TEMP. POWER ❑ ROUGH ❑ CONDUIT — O ❑ FIJ�IAL � APPROVED CQRRECTIONS: E � _' DATE MECHANICAL: O HEATING ❑ EXHAUST HOODS O SUPPLY AIR ❑ ❑ FINAL O DISAPPROVED f „ .,. _ i INSPECTOR .s,,,��,%�i -f'�- � �_� O REINSPECTION REQUIRED _'__�_..�._.__ ,_.'_______- '_;r__._.__T._.___'.. ' . . . . . . . . ._ �' . . . . S . - i , . . � � INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL 9' . /�- i�/ �/��L� �.�<<� r� � � ��. _%��= : =�'✓ DATE JOB NAME " / ��v � ` CALLER READY FOR INSPECTION: MON LOCATION: / C � l'"'J�� BUILDING: � FOOTINGS / STEEL � FOUNDATION / STEEL TUES WED THUR FRI PLUMBING: O UNDERGROUND ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER ROOF & SHEER O GAS PIPING — � PLYWOOD NAILING O INSULATION O POOL / H. TUB _ O SHEETROCK NAIL � � �iit.2_ j,: �'�'— �� 7 ❑ / � ❑ FINAL ELECTRICAL: � TEMP. POWER � ROUGH ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS � � �-- � �� "� `� ' AM PM ❑ CONDUIT ❑ SUPPLY AIR , � ❑ �� ,y.�G.�;�y z- > �i,� �r� �7; t �,.c[�� f r � ❑ FINAL O FINAL APPROVED � DISAPPROVED EINSPECTION REQUIRED CORRECTIONS: j' ��/�� .�.., '/ /, Sc=%i � /'� G c_ ,��.�, � -'�/, .r- ,�r_:c /.�/,: - , �` < � � i' :; , -i; � L� ��)'- C� ,i� �;" �.�/- � �� . _ : ` - � � � -' � , i!% i.,- / '_ �� " � _ : G-k_ ��'� �✓% � ./..2 i /-i�_ //� L �.. � � . � 1 �.� , _�'�. 7 C�� ; � � � �; , ' �' , � � `� /� ✓� � � � ' , . f� j �.:- ✓ %i � . - � � ��i�;c. ,�, -1'� � /% � �C---'.-=- L f>i'/� . -✓ � ;" � < J 3 ) �� , . � �� -'��z.� � ' , .. _. � i� i" C�..�: �-� �ri . _ GI � G �Y V ' �..� ^ L s_/�! %'i�v %: •��//c�Q � :�K-Y l, � �/ ��L.L. �-�i.-i!"(�I:�'� �� '-` l/��i`-� � / i/ ; � , � .. �-"" �/I %y. �/ ��- G.� �`'��.�� i _y.. .' 5 > /C�j7� .. t�_ `j , SSi/✓'� �; �. .�'G.� � L.P:=C/�=s2 �J.!�L ';✓/� :`/' �%i'�", �' � C �; .:;° . , l ,�,.: .-- t.� o :� /�- ✓z..��.ti/ C :_�.�.'�-�1 �� -'✓..T.- /2� c-. - ` . � / �--� cf�+>;, ,�,.- ... c�/%%' C/� � '� j c �c �" „/ / ; �� //,"''^� � .� -,✓ �'` � / t' !_�%� �G<.s'? . � � _� _ -- _ ,� 1 -.'��} �i � , .��, _7�i' <'�L '.'� S�" f � �l�/ .' L^C / �,i V'��-{_�' /�`��'.<:'t/ %� Lc..Sf�_•�V., %'%j . �*-'CL � / -�^�_ �..! ' � �. � _ �� f;;.'�_..='"`�_ �-L-. DATE �' � � ~ =%%" INSPECTOR % �`�=._c�:-t--- , �, . _ � "l • i T::_ . � 7� "�l i�; �� . . ... INSPECTION REQUEST TOWN OF VAIL PERMIT NUMBER OF PROJECT ` 479-2138 i .- DATE �� f�� F JOB NAME � � � � READY FOR INSPECTION LOCATION: � BUILDING: O FOOTINGS / STEEL _ ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING — O INSULATION ❑ SHEETROCK NAIL — ❑ � FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT a ❑ FINAL ❑ APPROVED CORRECTIONS: �. CALLER ' � f � MON ��TUES WED THUR �,;' FRI 7 � "�� . � � � �� ,�!� 7 PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. _ ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB _ ❑ ❑ ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL ❑ DISAPPROVED AM PM � ❑ REINSPECTION REQUIRED �; , °'�.,,� �� -,';yrt-'� �r.. /.a/1'�':v _ . -ri,. . �� ' � _ �� +�r�, r�.�`� lt.; . DATE INSPECTOR ,�;. ,,a, �,. .. ,. y ,.;�. ,., . - . ; . r. . . . . .„, , ; ^«;�Y u.. ��, :.,^ i � �,.':' '. � , . � ' �, -� � -'`� PERMIT NUMBER OF PROJECT " DATE ,`f �,::; t: JOB NAME t ' CALLER ' ,`.�'' READY FOR INSPECTION: MON TUES WED T LOCATION: �-� � ^� _. # '� ' � � ��, �� "� _,, .,,�.,,,.-- --«:.. INSPECTION REQUEST TOWN OF VAIL 479-2138 � r -�° r • --�" � �,4� ,1 � R. �� F R I .�.u_�-. .J ., , . �' C • AM PM BUILDING: PLUMBING: � FOOTINGS / STEEL ❑ UNDERGROUND O FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING � ROUGH / WATER ROOF & SHEER ❑ GAS PIPING � PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB ❑ SHEETROCK NAIL — � ❑ � ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING � ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR O � `�] FINAL ❑ FINAL �Gl'APPROVED ❑ DISAPPROVED ❑ REINSPECTIONJ REQUIRED _ .%�- • ' �Cli c� > ,�� <, � f . , `• , , . > .. -- � � �.X�r� CORRECTION$�jl� , < , .,. � _._ _ // , -- �. • � � G"1 � ,� ��p � [r ( 1�r i i r )� t f 7 t' (' .F �� — �• (/j� x—! t 'l� 3-P ^ � � ` i ',/,R �� a�� r�� ,��<,�,��,�� C .. f � � , � '� f.e � . L��3i �' .�f .�� .._ ,JK��(E{ ;;t.pr'��r DATE INSPECTOR � � x�� INSPECTION REQUEST PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE JOB NAME -- _ CALLER READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: BUILDING: � FOOTINGS / STEEL - ❑ FOUNDATION / STEEL ❑ FRAMING ROOF & SHEER � PLYWOOD NAILING - ❑ INSULATION � SHEETROCK NAIL - ❑ ❑ FINAL ELECTRICAL: ❑ TEMP. POWER ❑ ROUGH ❑ CONDUIT ❑ ❑ FINAL ❑ APPROVED CORRECTIONS: PLUMBING: ❑ UNDERGROUND _ ❑ ROUGH / D.W.V. - ❑ ROUGH / WATER _ ❑ GAS PIPING ❑ POOL / H. TUB - ❑ ❑ - ❑ FINAL MECHANICAL: ❑ HEATING ❑ EXHAUST HOODS ❑ SUPPLY AIR ❑ ❑ FINAL AM PM ❑ DISAPPROVED ❑ REINSPECTION REQUIRED �� w�, t<-.. ' _ DATE ' INSPECTOR "` � PRINTSHOP Pri!�ted by Mike Mollica 2/OS/96 10:52am Fe=om: Mike Mollica To: Jeff Layman Subjact: Police Addition _ ==NOTE_______________ = sent a memorandum to Dan Sta1995and Gary Murra?_n, dated March 27. outlining the "punch-list" items which needed to be completed, before tha planning Department could approve the Fir�a1 C_O. for the project. = believe you have a copy (if not, let me ]cnow) - At your request I Yiave racently reviewed this list, and at this time, it appears that the only outstanding item is No� 4, tYie west entry vesti.bule- Let me 7�now if = can ba of further assi_stance. Page: 1 n � � _ � TO: BOB MCCLAURIN FROM: DAN STANEK DATE: 3-28-95 RE: POLICE ADDITION � MEMORANDUM On a recent check of building permit # 6367, Vail Police Add remodel, we found that a final Certifcate of Occupan�y has never been issued. The Town of Vail Building Department has not received a request for a final inspection and cannot approve a final inspection until the following items are completed: 1. Exterior lights are required above all exterior doors. 2. Carbon Monoxide Sensors and Balancing reports of mechacnical system are required. 3. A Memorandum dated 3-27-95 from Mike Mollica with add- itional conditions is attached to this memo If you have any questions concerning this matter please feel free to contact me at 479-2138. cc Ken Hughey H s'�" •• � MEMORANDUM u TO: Dan Stanek and Gary Murrain FROM: Mike Mollica, Acting Director of Community Development�� "' _ DATE: March 27, 1995 RE: Police Addition Before we can issue a final C.O. on the Police Addition, the following conditions of the building permit approval must be completed: 1. A screening plan for the rooftop mechanical systems must be submitted and approved by the DRB. This was agreed to at the September 7, 1994 DRB meeting. In addition to the screening plan, all roof top mechanical systems must be painted to match the building. 2. The steel column and handrails on the south elevation (which are currently painted a fucia color), be repainted to match the color of the facia on the building, which is the dark brown. The exterior lighting on the elevator tower must be modified so that it meets the Town of Vail's lighting ordinance. This has been discussed with Andy Anderson and I believe that he has agreed to make the necessary modifications. 4. According to the May 19, 1993 DRB final approval for the Police Addition, a new entry vestibule was approved to be located on the west elevation of the Municipal Building. This new entry vestibule shall have a pitched roof, which ties back into the existing roof of the Municipal Building. If it is determined by the Town's Building Department, according to the Uniform Building Code, that major modifications to the existing building roof will be necessary to accomplish this, then a short flat roof section may be added to the vestibule, as indicated on the approved elevation drawings. 5. It was agreed that the approved sidewalk, along the south side of the South Frontage Road, should be delayed and incorporated into the final design of the Main Vail Roundabout. My understanding is that the money which was allocated for the sidewalk has been placed into the appropriate account so this can be accomplished. 6. Final approval of the landscape installation shall need to be approved by Todd Oppenheimer, the Town's Landscape Architect. , CONSTRUCTION PERMIT � NOTE — COPY OF PERMIT TO BE KEPT ON JOBSITE DATEJULY_ 1�1994 6812 PERMIT NO. ` ;� 1. TYPE OF CONSTRUCTION tow� � r�i 2. OCCUPANCY GROUP I 11 111 I v v q B E H I R M department of community development DIVISION 1 2 2a 3 4 TO BE FI LLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ ELECTRICAL ❑ FOUNDATION � MECHANICAL � OTHER LEGAL DESC. JOB NAME LOT""'—�— FILING TOV VAIL PD ELEVATOR OWNER TOWN OF VAIL ADDR 75 S FRONTAGE RD ciTV VAIL 81657 PH� ARCHI7ECT FIRM R CITY PH� FIRM GENERAL CONTRACTOR TOWN OF VAIL REG. NO. ELECTRICAL TOWN OF VAIL REG. NO. CONTRACTOR FI PLUMBING TOWN OF VAIL REG. NO. CONTRACTOR _ FI M MECHANICAI T WN OF VAIL REG. NO. CONTRACTOR _ OTHER rnNTRACTO GENERAL DESCRIPTION OF WORK : NEW ELEVATOR FOR POLICE ADDITION. FIRM DOVER ELEVATOR TOWN OF VAIL REG. NO. 179-5 TELE. ;n�=�Clf1_RShh — TYPE GROUP G.R.F.A. VAL EW � ) ALTERATION ( ) ADDITIONAL (X� REPAIR ( ) DWELLING UNITS ACCOMMODATION UNITS HEIGHT IN FT. NO. FIREPLACES TYPE THICKNESS INSULATION: FLOOR EXT. WA�LS ROOF ELEC. GAS TYPE OF gpLAR WOOD HEAT � ADDITIONAL PERMITS NEEDED:Y N ST. CUT BLASTING PARKING R-VA z 0 a � J Q 7 BUILOING ELECTRICAL PLUMBING MECHANICAL 2% O PERMIT FEES BUILDING PERMIT PLAN CHECK ELECTRICAL PLUMBtNG MECHANICAL RECREATION FEE DESIGN REVIEW BOARD CIEAN-UP DEPOSIT USE TAX TOTAL PERMIT FEES ILL HULSE/CR FELDMANN _7-12-94._ _ _ _ _ � — — — ' — DATE BUILDING OFFICIAL INITIAL � ._ — — — — — — pATE ,..��.�.. nn��n��STRATOR ING 8 BUILDING NOTES: DEMO lication, filled out � o uaed as requ aed s correct�l I hereby acknowledge that I have read this app With all Town ordinances and state completed an ac With thelonPoamat on and plot planh toncomplyon p agree to co p Y to the Town's zoning and subdivisio ab ea hereto.'gn laws, and to build this structure according review approved, Uniform Building Code and other � di ces of the Tow ap T ` TOR FOR HIMSELF I SIGNATURE OF OWNER OR CONT AND THE OWNER. 1 TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM DATE: PERMIT �� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ****************************** PERMIT INFORMATION ***************************** Mechanical �'`� Other ��',i!��- [ ]-Building [ ]-Plumbing [ ]-Electrical [ ]- [ ]' ,n� `/ l Job Name: ��2,i ��/r �---� ��'�-'/ rrC� Job Address: �%�� J Z��G'y`-�r�(4'�� ". Legal Description: Lot Block Filing SUBDIVISION: Owners Name : % ��v� �;�1 � Address : �� .-5 r G.�'ll' � c`-�%l� Ph . � l � �� ..�" Architect: Address: Ph• General Description: Alteration Additional [ ]�Repair [ ]-other Work Class: [ ]-New [ ]- F� [� Number of Dwelling Units• �, Number of Accommodatian�tJnits: N mber and Type of Fireplaces: Gas Appliances -- Gas Logs Wood/Pellet ********************************* VALUATIONS ************************�r******** BUILDING • � ELECTRICAL: � �' OTHER: � �� ,/'�� PLUMBING: � MECHANICAL:� TOTAL:$ *************************** CONTRACT � INFORMATION *************************** eneral Contractor: r Town of Vail Reg. NO. ��- ddress• � v�// Phone Number: ;�j'� 7�fO fi's6� � � `o�/ Electrical Contractor: Town of Vail Reg. NO. Address: Phone Number: Plumbing Contractor: Address: Mechanical Contractor: Address: *******************�************ FOR BUILDING PERMIT FEE: PLUM$ING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE: DRB FEE: Town of Vail Reg. NO. Phone Number: Town of Vail Reg. NO. Phone Number: OFFICE USE **************�**********�t***** BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES;r _ TYPE GROUP SQ. FT. VALUATION BUILDING: ` ..C�C�G�� ' '�'��' SIGNATURE: ZONING: SIGNATURE: Comments• CLEAN IIP DEP.OSIT REF[TND T0: � PARCE�" ��; ;Z1O�- Ol"1�- - 3�p _G10c�WN OF VAZL CONSTRUCTrON P�FL�trT fl -- —� PERMxT AP CATION FORM "��- ' DATE: � -�G � +'►rs"1�141�►'1,'�VN MUST �E FILiaED OUT COMPLE'1'ELY OR z�i' MAY NOT DE ACCEpT�I,} *�*��*�,�*****�***�*�r***�****�t* �ERMIT TPiFORMATZQ�N ��f*��*�.►��,�*,��**��,��r�***** [ ]-$uildi g [ )~Plumbi�g L ]-Electxical ��MQChanical L ]~athex Job �Tame: Q . Ii � Jdb llddi@S •.' �_ tf r � LegaZ pescriptio} I,o� $Zo�k, Fi] in � - � • � 3 DIV SY y; Owne�s Name: � _ Adr3zess: %�D9 �- d�L'�c4 ,!. Q.ty Y2�h, Archi�eat: 9-`�/5� _, Addre��:��oq .�� ..a. Ph:�7U' `� ��/I�� G�n�ra�. Descx�iption: �� .. rz ,�- Wo�k Cl�ss: j j-N�w [ �-A '�e�dt�.on j]-A,dd�tional L � [ ]-Repair [ j-pther - Number r�� I�we].iinq Units: ,,...��_� _., _ _ mb�x� and mype of Fi�eplac�s: Gas � p�ia�c�� a� Lo s ---'--- ~_ 9� -U/�3 � � Woad/Pe�.le� *�,k**�t******�**�*��r��t**�r*,�**�k*�r** VALUATZO2�'� �***�**x�*w�r****�rt****�*�c******�# AU��,DxNG: � ELECTRxCAT,; $ LCIMB�NC;: � MECHi�►NTC}�aC,: ; ,� � QTFiER: � eo ',�'QTAL: � � � � ac **�e�e+r*�*�**�t**�****+k��***�� CON`�R.ACT4kt INFORMAT�ON *+k��***�t**�*�r��**�**�** Qner�l contixac�or: �t�own of Va�1 R�g. �Tp. Addzess: Pk�one Number: �� .ec�r,�ca�, Cont�ac�or. Address: Town Qf Va�l Req. No. " Phor�� Number: "`__� Plumb.�ng Con��actdr: � Town af Va,�l Reg. N0. Ac�dreSS : Phone Number: `�"'�� Mer.hanic�„ Cot�r ctor: ,,/ Address: r �� r�'� �'" • Town o� Vai.1. R� _� rST1'c�. ; ---- .s- rra. � 3_ Ph�ne Number; _ *��r**�****,�*** ****�*��+,��*��* FOR Ok`b'ICE USE *��,�*,t�*�*,k�***�r***�**�*�**�*�t* BUYLDTNG PER,MZT FEE: BUILDING PLAN CHECK F7EE: PLUMBxNG P�RM7:T FEE: PI�JMBxNG g� CHECK FE�• M�CHAN�CAL P�RM�T FE$: M�GH.ANXCAL PLAN CHECK FE�: �L,�CTRTCAi. �'EE : RECREATION FEE : 0�'KER TYP� �� F��: DR� F�F. CT.�EAN-UP DEPO�xT: 'I'O�'AL P�RMx� F��S S 'I'YPF, GROUp �Q.��. VALUATZQN $UILDING; . " �°-- -----.-_ S Y GNATURE : r-..-,._. ��.. , �_ 2oNZxc: co�„��,��: �-- -�----_ _____— ^ SIGNATUR�: _ �cLr•.�r op �Eeos��r ��n �� , �, r,�T1 C� ^t rt�rA �G_f1 _�nkr