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Home My WebLink AboutDRB110238 **********+***********************+***********++***+***+*******************************�**** TOWN OF VAIL, COLORADOCopy Reprinted on 09-17-2013 at 09:51:28 09/17/2013 Statement ****************�*************************************************************************** Statement Number: R110000716 Amount: $250.00 06/28/201104 :20 PM Payment Method: Check Init: DR Notation: CK# 26676 ALPINE ENGINEERING INC ----------------------------------------------------------------------------- Permit No: DRB110238 Type: DRB-Minor A1t,Comm/Multi Parcel No: 2103-122-0700-1 2103-122-0700-2 2103-122-0700-3 2103-122-0700-4 2103-122-0700-5 2103-122-0700-6 2103-122-0700-7 2103-122-0700-8 2103-122-0700-9 2103-122-0701-0 2103-122-0701-1 2103-122-0701-2 2103-122-0701-3 2103-122-0701-4 2103-122-0701-5 2103-122-0701-6 2103-122-0701-7 2103-122-0701-8 2103-122-0701-9 2103-122-0702-0 2103-122-0702-1 2103-122-0702-2 2103-122-0702-3 2103-122-0702-4 2103-122-0702-5 2103-122-0702-6 2103-122-0702-7 2103-122-0702-8 2103-122-0702-9 2103-122-0703-0 2103-122-0703-1 2103-122-0703-2 2103-122-0703-3 2103-122-0703-4 2103-122-0703-5 2103-122-0703-6 2103-122-0703-7 2103-122-0703-8 2103-122-0703-9 2103-122-0709-0 2103-122-0704-1 Site Address: 1881 LIONS RIDGE LP VAIL Location: COMMON ELEMENTS Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250. 00 Balance: $0. 00 ****************************************************************+*************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 250.00 --------------------------------------------------------------------------- ��i�r� I��i�� r��l ��TI��I F�F�1�1 � - � � � ��rtrr��r�t �f ��r�r��r�i�� I��r��r�� # �.� �� Fr�r�t�� F�� i I� ��I�r�� 1�.�� I: ��.��.�1�� f��; ��,��.��.�� 1�1.��1'-'i C�wEL��i_�- �� .��I��f�l Project Name: VAIL POINT TOWNHOMES DRB Number: DR6110238 Project Description: COMMON ELEMENT: DRIVEWAY REPLACEMENT, UNDERGROUND STORM SYSTEM, FENCING MODIFICATIONS, SINGLE TREE REMOVAL, PLANTER BOX MODIFICATIONS (x7), ENTRY STEPS MODIFICATIONS (x4). Participants: Project Address: 1881 LIONS RIDGE LP VAIL Location: COMMON ELEMENTS Legal Description: Lot: 1 Block: 3 Subdivision: VAIL POINT TOWNHOMES Pa rcel N u m ber: 2103-122-0700-1 2103-122-0700-2 2103-122-0700-3 2103-122-0700-4 2103-122-0700-5 2103-122-0700-6 2103-122-0700-7 2103-122-0700-8 2103-122-0700-9 2103-122-0701-0 2103-122-0701-1 2103-122-0701-2 2103-122-0701-3 2103-122-0701-4 2103-122-0701-5 2103-122-0701-6 2103-122-0701-7 2103-122-0701-8 2103-122-0701-9 2103-122-0702-0 2103-122-0702-1 2103-122-0702-2 2103-122-0702-3 2103-122-0702-4 2103-122-0702-5 2103-122-0702-6 2103-122-0702-7 2103-122-0702-8 2103-122-0702-9 2103-122-0703-0 2103-122-0703-1 2103-122-0703-2 2103-122-0703-3 2103-122-0703-4 2103-122-0703-5 2103-122-0703-6 2103-122-0703-7 2103-122-0703-8 2103-122-0703-9 2103-122-0704-0 2103-122-0704-1 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 11/04/2011 Conditions: 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 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): 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: $250.00 L� V� � � � � Department of Community Development 75 South Frontage Road TOWN OF VAIL ' JUN 2 7 2011 Te1V970-479-2128 www.vailgov.com Development Review Coordinator pp ica ion n Review Minor Exterior Alteration General InfoRnation: This application is required tor all proposals involving minor changes to buildings and site improve- ments,such as rooiing,painting,window additions, landscaping, fences, retaining walls,etc. Applicable Vail Town Code sections can be found at www.vailqov.com under Vail Intormation-Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required in(ormation is received by the Community Development Department,as outlined in the submittal requireme�ts. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. - _ __ _ _ _ ___ __. Fee: 5250 to�Multi-Family/Commercial s20 for Single Family/Duplex Single Family Duplex ✓ Multi-Family Commerclal ' DeSCfiptiOn Of the Request: Dnveway Replacement, Underground Storm System, Fencing Modifications, _.-----._ __ __---- Tree Removal(x1), Planter Box Modifications(x7), Entry Steps Modifications(x4) PhysiCa) Address: 1881 Lions Ridge Loop.Vail, CO 81657 � W PerCel NUmber: 2�0312207001 -041 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) PrOpel'ty Owner: Vail Point Townhomes Association/Mary Sue Katz(Board President) Meiling Address: McNeill Property Managernent Inc.,2077 North Frontage Road#300,Vail,CO 81657 —-- _ - - _._._ __ hone: �9�0)479-6047 ___ _. _ Owner's Signature. __ � �___ Primary ContacU Owner Rep se « ; Erik Peterson ---- Meiling AddresS: OAC Managemenl Incorporated, PO 8ox 2399, Edwards, CO 81632 Phone: �970)390-0164 E-Mail: erikpeterson@oacminc.com Fax: 970-926-0490 For Offioe Use Only: , Cash___ _ CC: Visa/MC Last 4 CC# __ Exp. Date: Auth# ' _......__---- Check# Fee Paid:_�.�s��• Q� ._____.-- ---- Received From: �LQ��IE. "gll��Q.!�_rq��hLC. Meeting Date: __.__.__.____------ - DRB No.: �R�u fl��_. Planner:��_ Project No:_ P1v.��^�o��L� �� Zoning: ' Land Use: Location of the Proposal: lot: � Block: 3 Subdivision: VA��,��w]T�D�JAt�1o��S __ l�io,�'s �Z�,n�E_F►�„�� 3 _____--____ C�c�� Management , � } I N C � R P � R A T E D ; OAC Management Incorporated P.O. Box 2399 Edwards, CO 81632 O: (970) 926-0290 F: (970)926-0490 LETTER OF TRANSMITTAL To: T�w.�/ o F l�.r-�/_ Date: Z / C/o �rrL !(��Nto�d Project: lli1� m vwN McS Cc: Information sent via �.� � � #of Copies Description 3 � � � Transmitted for: review approval as requested for your use review&comment for your record other Comments• I Copies to: II I Signed: .n ,/��( ; /1 ��r � (J� ` 5�,� �� I OaC Management N " E I N C O R P O R A T E D � PROJECT NARRATIVE Date: June 27, 2011 To: Town of Vail Design Review Board Re: Minor Exterior Alteration Application i Owner: Vail Point Townhomes Homeowner's Association 'I i Owner Representative: OAC Management Incorporated �, Civil Engineer: Alpine Engineering, Inc. Property Management: McNeill Property Management (Authorized Agent) Project: Vail Point Driveway Replacement� 1881 Lion's Ridge Loop � Vail, CO 81657 Scope: Driveway Replacement � Underground Storm System � Fencing Modifications � Tree Removal (x1) � Planter Box Modifications(x7) � Entry Steps Modifications(x4) Background: Over the past several years, the Vail Point Townhomes has experienced poor drainage within the limits of their driveway, thus contributing to abnormal amounts of ice build-up during the winter months. As a result, vehicular navigation and pedestrian access throughout the property has become problematic and at times unsafe for owners and guests. While the driveway is in need of replacement, the HOA is proposing to make additional improvements that include modifying existing planter boxes, entry stairs and replacing some of the existing fencing. Purpose: In an effort to mitigate ice build-up, improve driving conditions, and allow for safer pedestrian ingress and egress, Vail Point Homeowner's Association would like to propose replacing the entire driveway and install a subsurface drainage system that will allow roof gutters, melting snow, and rainwater to more effectively flow off of the drivable surface. The proposed improvements to the planter boxes, entry stairs, and the fencing will provide a more uniform appearance throughout that will enhance the overall cosmetic appearance of the property. Details: See Exhibit A—Current Site Conditions See Exhibit B—CuRent& Proposed Fencing See Exhibit C—Current& Proposed Planter Box Treatment See Exhibit D—Proposed Tree Removal Please reference the AEI Civil Plans and Details Sheets(C-19 through C-21). Vail Point Driveway—Minor Exterior Alteration Application 6/27/11 TOWN OF VAII ' JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint propehy owner approval for applications affecting shared ownership properties such as duplex. condominium, and multi-tenant buildings. This (orm, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or ihe authorized agent o(the home owner's association in the case of a con- dominium or multi-tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) Mary Sue Katz (Board President) ____________ _..___ , a joint owner, or authority of the association, of property located at �881 Lions Ridge Loop,Vail CO 81657 � _ ___ -_--_- ____._--, p ovide this letter as written approval of the plans dated 6�� which have been submitted to the Town of Vail Community Development Department(or the proposed improvements to be compteted at the address not- ed above. I understand that the proposed improvements include: Dnveway Replacement, Underground Storm System, Fencing Modifications, Tree Removal (x1), Planter Box Modifications (x7), Entry Steps Modifications (x4) --- ---__-- -- ------ ------- - ------------ Z�t nature) (Date) Additionally,please check the statement below which is most applicable to you: 1 understand that minor modilicalions may be made lo the plans over the course ol the review process to ensure compli- `�-_,�nq�, i Town's applicab/e c�des and regulations. � y (Initial here) l understand thal all moditications, minor or otherwise. which are made to the plans over the course ol the review pro- cess,be brought to my attention by fhe applicanf for additional approval before undergoing(urther review by the Town. (Initial here) TOWN OF VAiI ' JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval (or applications affecting shared ownership properties such as �p�ex, condominium, and multi-tenant buildings. This form, or similar writte� correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent ot the home owner's association in the case of a con- cbminium or multi-tena�t building. All completed forms must be submitted with the applica�ts completed application. I, (pnnt name) Mary Sue Katz (Board Presidentj , a joint owner, or autfiority of the association, -- -- - - --- of property located at 1881 Lion's Ridge Loop, Vail, CO 81657 , provide this letter as wntten approval of the plans dated 6/27/11 which have been submitted to the Town of Vail Community Development Department for the proposed imprvvements to be completed at the address not- ed above. I understand that the proposed improvements include: Tree Removal (x1) ------ -- - ---------- __--_. ._ _ _ ____- Driveway Replacement, Underground Storm System, Fencing Modifications, -- ---__.�______,__.__.__._._--- Tree Removal (xi), Planter Box Modifications(x7), Entry Steps Modifications (x4) � ---- — ------ ___. _- � � (Sig alure) (Oate) Additionally,please check the statement below which is most applicable to you: t understand that minor modilicalions may be made to the plans over the course ol the review process to ensure compli- ance wit fh Town's applicable codes and regulations. (lnNia/here) I understand fhat all modificalions, minor or olherwise, which are made to the plans over fhe course o/the review pro- cess, b�ought to my attention by the ap�licanl lor additiona/approva/before undergoing lurther revrew by the Town. V� (Initial here) PROPOSED MATE:RIALS Buildinq Materials Tvae of Material Color Rool Siding Other Wall Materials Fascia So(fits W indows Window Trim Doors Door Trim Nand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Planter Boxes 2x12 Facade Reference Exhibit C Item#13 Exterior Lighting �the� Railing Fencing Replacement Match Existing Railing at Balcony Notes: Piease specity the manufacturer's name,the color name and rwmber and attach a color chip. oAC co P�o�ide Pictures PROPOSED LANDSCAPING Botanical Name Common Name uanti Size PROPOSED TREES Sub Alpine Fir (x1) (x1) Location TBD AND SHRUBS EXISTING TREES TO BE REMOVED Sub Alpine Fir (x1) Minimum Requirements for Landscaping: Deciduous Trees-2"Caliper Coniterous Trees-6'in height Shrubs-5 Gal. Tvae Sauare Footaae GROUND COVER SOD SEED tRRIGATION TYPE OF EROSION CONTROL Please specify other landscape teatures(i.e, retaining walls, lences,swimming pools, etc.) Proposed Fencing Replacement to Match Existing Railing at Balconies Reference Exhibit B an Project Narrative OaC Management ,,. �� E I N C O R P O R A T E D � EXHIBIT A - Site Conditions Lower Main Entrance ' 1 �, r, . �, .. . : ,;�"s��-. y w �.. �l: ...*.�.'�� e �r �... . V �� .... . . . . '7 '�ia�l n/,�I%�• �) uf.' Direction West/�ower Site 2 � � � ��` t ;;-. : r� � �"� � _ � � � ;.� ..� �. � .; . � .��...- � •� �' �•o� - 0�4�46�L99 ��<_ �� '' C Management N, E I N C O R P O R A T E D � . .. . _. . ._,... .. 3 .� i i� I� P � Ii l ..i\ � ��'� _ '1( -• I ._, � � . 'r^ _ y 1.�, .� .'�� •- F'- - _.... �... . ,'�.��1�i,'y .'.!t.± i: - . � . �. �... �� A' µ ��_,�^ 0 o Q�o��:�l� ,M.�' �>. , � � . .� 4 ,+,,� <^� ..� � �\ .. ,,. ,.. � � , __ ., _.,_�_ '_ . .k � - -�� _ ,. .. I ='„�;,,, • - ■ - , '�" 6,�i. 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'�� . . , / 'c ��1.,� i • t �.� , �x+ �i,-.�e y i � ..� }f. ��: � ,. e . . ..A ��r�.. �;�: 1 , .� �� - � •.e. r��lY� S ti�r�;Ai��` �� . �b'. �� j t { .. 5'e ,d � �y. ' a �" _��'tl �f,� B• � ..iL y�'.y.�. ��. '�.rs R .;.�..�.X :.�. X \� i( � ��" 1"F •*1� � r � � � . . • ' ' • ' � � . . . • . . . . . . � ��' ; ' '€ �„. k � .�� f� .ti � r O6 L i , ;:k-, :`a.� �� r . M „e.�nlirr"` I�'I .� � � M =r�'�c"w�i�t� ��.,�M.. s�d rw .�So� ��- A �•�� *�_ S � �� ' } �,V\��` i� � ��_ ��R j� ��J fi33'� J� � .. y� y r �� ! ' M'1 a�: "'' � ��r' .� _� �= e��r��1�s`. � �� - � , '` ' -;� ��u� -�_w �'�.+�� - �:� .. " ��,. : . 06/23(2011 ,, Mk OaC Management N, �� E I N C O R P O R A T E D � EXHIBIT C — Current and Proposed Planter Box and Entrv Steps Treatments Planter Box#1 - Main Entry _`��: 7 '� ��i , ,.� r"�� r ' '�y,,- ,t �.-- � ,. ��. �r�.�r� i �. �.L "' `+ � .�, ' �'.:,;�:�`; 4 ..�. � 1 ;iF,� .1. R � :;:�. 4-. ' ��r *�I .� k�l4 � -.�- .. /� 8� i � _ *M . W/� - � - �� , � , Proposed Replacement with Item#13 Below Planter Box #1 - Main Entry y ' '�. 2 �� I - ;: >w+` I1' y;l, �� , �_ ��'�� _ _..�� — '�; n r ._ _ .._._._ ._ . .. --.-^-T--- �� •: ,S 19Y„�"'�lR �,_ _ T„".:,IF . 1� �i _ ��.__.._ - . .�s->L4F%'i?i}Il��.� �yy� . .t1� A' 9 �__¢,,._ "_ .. tiY, 9�' i" 0�6�3/2�11 I OaC Management ,,. � E I N C O R P O R A T E D � Proposed Replacement with Item#13 Below Planter Box#2- East of Unit#23 `,at�� 3 k`_ � _ �►''D,.4• �= v`' '"�' A•� _� k � � ' �'� : r. . �..a.. "'-�` r'�� . �_ :�:�,...,. �� . � ,�='�► __. _ �------ � .. : � ;:� "�'rF.`''` . .� ;�� ,� . A � ;,; ,.a�-_ ��,•� f, ,:: � , ��^ � � , . - � r' —��. �Y �,A ,� � � � f� �� . - �� .-i r:. ,r,y,� . � $ �, �-'.;sP"� I ,..d.,, �,.:. � � „ 'd�, �g,,,, : .. * ""�'.� � _ Oo��s=;� z� „r� �� ' a . ��t;, :� � Proposed Replacement with Item#13 Below Planter Box#3-Unit#22 4 �� „ ' :�:`; -� s ' �t�- ^?�+` . .ltt,.: "��ij I i �� - '��, . `�,,�+�,�"+zti.�. ea.+ � ��. � �0��9 Proposed Replacement with Item#13 Below O�C Management N, h E I N C O R P O R A T E D � Planter Box#4— Unit#21 � ' �- i 5 " � � � �F� ^ �� S �) � � JF,Y $ �3W �b`� �e..� tl a,.t_ � „.a E-°�� C ��, � .�. y,�,•s.. £ �p ' „� '" �, �i_.i� 1F� , �:` x }t" �'t?��. �*'� YTj . .. .. ...__ � 3 ;;"��,s �, ,�, I � � _ "' —„� ��;:. �4: �..,, rr- •�,s�, f .J.S_. . Proposed Replacement with Item#13 Below Planter Box #5—West of Unit#21 6 P.�� .�`•�. ' �,�! ,� w�-,�- .r:' � �''�+ •� k „x 4�� -� . ,,�,.- .�:''��: * ' � ,�� ?� ,,2 R , �e..:�yr•_,. 1� ',� P j�*� - �"°-�'�� .._ """ . _.. .. •• - �-�� .,- �-.Y'�'�„ 4 `�"`, -4---,�.�_�_°� �0�f ' .�':. Proposed Replacement with Item#13 Below OaC Management �,. �� E I N C O R P O R A T E D � Planter Box#6— Unit#4 I� ] .� � T..�� + �f � .�:.�..� 4�.,,f". . . � ��i-� �� .,i i�'.��Y"', r. . �r"'""'"�z. �,t`. *+;. v � �. �`'.. �#�i,�! . . ..... 1 ' `�, c `��• . i� � µ � '�� -��#� `� .} �, ; «. . .f�, ` `P � �y� . . . . . . .... • _,�4. �t �,�. . >� c -�' � �� . . .._ ..,. .. -.,..,.. � . ,�_..'.+R. p�r. �"-'i�,.�. ��f� � �`'� �,:, 's�'� �,��. ~�� /Y3l2011 _� .,., r. . �. . �._. � Proposed Replacement with Item#13 Below Ent Steps#1 — Unit#14 .r+ 8 ,. . ,,�:. �_.. ��::__ �. .�r �,'�1�� - ,.---.s�-:. .:-,---- . �. �R.' !�M: 5 J—.' . . ^'-'_...`_— .. - ' ,.:. ... '' !^�- �.�%S*@Y'.�, )�� .. ,�.r'I" `� '1 � ' � . '�� / � Proposed Replacement with Item#14 Below OaC Management N. � e I N C O R P O R A T E D � Ent Ste #2-Unit#35 9 w��.'�� !�, � .�V . ...�tf . �'. f ,I ,i ; � . _ -�+w.i. � . .��. . * �`' ,t .�i s �� `'L�`k-. :� � e { . `,•y�, r'` � � �. .M �� ^�--�-.._� .-�- ��.�, � _ `."�a° � - _ .°�: ——� .. _....x �,w�.�.++�, � o 0 0�3�J��99 Proposed Repiacement with Item#14 Below Entry Steps#3- Unit# 34 � 10 } ._ �� "»..�,. ,� _�^^«" � � _ 3 ` r "��:� � � ,._` ,._:: .fl,,:�: o�OZ�3��;��9 9 Proposed Replacement with Item#14 Below OaC Management N, � E I N C O R P O R A T E D � Entry Steps #4—Unit#30 11 � Y � � � ��t �� r � � � � � Y".S v,4�.� ��P�a ., ��' �.�i...� � . �'W�,�..s i'p�„*, 'f ro�t-`�. ai1F �n�� Proposed Replacement with Item#14 Below Pianter Box#7—East of Unit#27 T t ". � . � " 'w SF '*"i l +' o- 12 ,� ,'�� N.� � . � �_� �' ��, � �_, : .#" t .. �r '-�.,. .y .�'�i%,. � �. {_'Y r c I��, ��.. .. }�� '�—L .Y 1 � . r�. � y:..�, �� . y. �, � ,,+ ��. . � , � �" �� ,.K.. ��. �� . ��. �+.�� t �R � - �� .. " �i� a ,�.�.^, ��a.� i .. _ - - � �� `� ^ �+ t/:y � {` ..� h°r�' .. .�it��i. .. - � .#.. . . . ..i . :�, '�`'�s?� �� Proposed Replacement with Item#13 Below OaC Management N, �� e I N C O R P O R A T E D � Pro osed 2"x12"Treated Lumber Fa�ade at Existin Conditions - _ .. � {� -v_ 1� ,e ��t�+�' ,` .� , Y - . �. _ _ . , , _ .��_ � :. �� ` " t y�' � :. � .� ,� � � � � � � �: .� - y._........'.iT � ,",.. . K+ui: � �"ti ... ,._.. -'-I'Y""�,x - _ ��. ..e�-• . ......��-�!��i..�nl�e.� . . . �. .. . . Pro osed Ent Ste Detail 14 INS��.. �iLNELA(vFrA1H I,�Mr'�� E%ISM.�:FitW["c:l Po.�(P prv�l r�Et{,iF ,ANC�lGf51LP5 USE MASq�R! FlFti in i�[IIItIFC1 .}.IIEtM 10 CCi�C1i[IE WSTItI 1fiNFEH['..aP '.I()!F, gpfiW 9�C�P fLU9�M1n� �10P Of (Y}N:REtf ///---ENCIVISION J1MI7 �-CN�RFTF IANf11N�: i'Rn�r'SE� / /�"�S-COMC.1 R . �DRIVFN�'r / / 11"j t"RPIMS P��D/ENT r I �... 1 /�NOS�NG. ��P SECP?/ . . .. : �� ti` _ 7� � _,�,��k:.��,:y.� ,v.-;�,�, ' N � � t �� ,�. . ��Li ��C. i� �� t �. � •�HSOI:�>( .�...._..,�.. L__'._._. _g CWPAC7EC CLA55 6 �srs�wa.. nr �i5 O 1Z'o.C. E+�p��AY. �e'�SE CIX�RSE aNST11u ANRF�� i LLUQF�at � AFVOAT pF'.ENFEH Reference Plans Sheet C-20/C,D OaC Management N, � E I N C O R P O R A T E D � EXHIBIT D - Proposed Tree Removal (x1) Unit#22-Proposed Tree Removal ' �.�� -�. h' �4 1 �rM , '�� } ,, Si�..7 s� ,.��; ..� x � �� : �f � �� v�i�,i,,, �Y;.�#��,�r;,A"r �:: � ,�t 4 �� ',�,'�'� �`�_,�� ;9-' �r'� � �� , �,,��r,.,. � F �''tir ,�� :��;� ; ,,�,�'�'�°� '.�+'-��,.. y,Yt� �+4C��i��".r �. . � r � `' .� t` � �4 ,\, .��'��`° *' '� - �- � t . :� � w� l= � ;s r 1• � !? 2 'ui� " � �"° 4± .: , �ri;_ F•� I�r� w - . :. ... . .� ,.,� � '.- ) , . •y } �� `� t . �~ � ` � �t�::� � .�.,. M ,�' � ,��,�`� �, � �� F ;� � I �. €�� , . , . � . -� . ;.,, - - ,- .. e �� , � , . . . �� ..,, � f _ f- � p. . �. ` 06/t3l2011 _.�:, . . t • � � �� 11�1 � l� � � . I, � �i�i1 . �il. l .<�UIU �. �:� � �� 1�r�1�/►� ��I�ii�v��,�_,,.I �� iEi,"�.� �I �r�,l,� �lr,�,�i� f'I��,,n,-: ��;,,,;E�; ;o�;;� NEFWnRTH-P�IWLAK GEOTECIaN(CAL � ,. �;;,�� , •_,�,: ,� i,;. _ ;,, ,.:,:�.i�, �u. May 31, 2011 Vail Point HOA c/o OAC Management, Inc. Attn: Shawn Aiken P. O. Box 2329 Edwards, Colorado 81632 Job No. 11 l 094A Subject: Subsoil Study, Proposed Driveway Reconstruction, Vail Point Townhomes, 1881 Lions Ridge Loop, Vail, Colorado Dear Shawn: As requested, Hepworth-Pawlak Geotechnical, Inc. perforined a subsoil study for site grading and paveinent section thickness design at the subject site. The study was conducted in accordance with our proposal for geotechnical engineering services to Vail Point HOA dated Apri(29, 201 l. The data obtained and our recommendations based on the proposed construction and subsoil conditions encountered are presented in this report. Proposed Construction: The existing asphalt paved access drive and parking areas at the site are planned to be reconstructed. Some regrading of the drive/parking areas will probably be needed for surface drainage improvements. Cut and fill depths are expected to range from about 1 to 2 feet. Traffic loadings for the pavement areas are assumed to consist of automobile and pick-up trucks with occasional heavier trucks including those for garbage pick-up. If proposed construction or traffic loadings are significantly different from those described above, we should be notified to re-evaluate the recoirunendations presented in this report. Site Conditions: The townhome complex is about 25 years old and consists of 40 residential units with asphalt paved access driveway and parking areas, see Figure 1. The terrain prior to construction was moderately steep, southerly facing hillside above Lions Ridge Loop. The development included fills for tlie driveway parking areas and building backfill. The existing asphalt pavement appears in generally fair condition. �, �14,�t'I �i��`�� I � �!.) • ( ��iil�,lt��i �.�il�lil�_�, / ��).i)ii.�7�(i.� o �, �t �'Ii��i,!-{1�. },,� .Ir,�, � .:�) -2 - Field ExpIoration: The field exploration for the project was conducted on May 25, 2011. Five exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsoil conditions. The borings were drilled where access and utilities allowed. Thc borings were advanced with 4 inch diameter continuous flight auger powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative ofHepworth-Pawlak Geotechnical, Tnc. The bore holes were backfilled and patched immediately after the drilling. Samples of the subsoils were taken with a 2 inch I.D, spoon sampler. The sampler was driven into the subsoils at vazious depths with blows from a 140 pound harniner fatling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values aze shown on the Logs of ExpIoratory Borings, Figure 2. The samples were returned to our Iabora�ory for revzew by the project engineer and testing. Subsurface Conditious: Graphic logs of the subsoil conditions encountered at the site are shown on Figure 2. The subsoils encountered, below e�cisting asphalt and base course pavement section, consisted of loose to medium dense, very etayey silty sand with scattered gravel fill. Thc fill extended down to the driIled depths of 5 feet in Borings 1, 2, 4 and 5, and to a depth of 4 feet in Boring 3 where medium dense, clayey silty sand was encountezed. The existing pavement section was variable ranging from about 1 to 5% inches of asphalt and 4 to 11%2 inches of base course. Laboratory testing performed on samples obtained from the borings included natural mozsture content and density, percent finer tHan sand size gradation analyses and Atterberg limits. The laboratory testing is summarized in Tab1e 1. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist. � Design Recommendations: Asphalt pavement is proposed for the drive/parking area reconstruction. We assume an 18k equivalent daily load application(EDLA) ofabout 20 for the site traffic. The subgrade soiIs consist of low plasticity, ve.ry clayey silty sand with an AASHTO classification of A-4 and Group Indices of 0 and 1 on the samples tested. These soils are considered fair support for pavement sections and moderateiy Job No. I 11 094A C`�t+2G'1"t - 3 - susceptible to frost heave. We estimate a Hveem stabilometer"R"value ofabout 12 for the subgrade soils. Using CDOT design methods, an 18 kip EDLA of 20, a subgrade"R" value of 12, a , Regional Factor of 2.25 and a serviceability index of 2.0, we recommend the minimum ' pavement section thickness consist of 4 inches of asphalt on 8 inches of base course,or 5 � inches of asphalt on 4 inches of base course. We can evaluate reusing the existing base course ancUor reclaimed asphalt pavement (RAP) as the base course material for the pavement section if desired. We expect the existing base course and the RAP wilI not meet the CDOT Class b base course specifications discussed below and increasing the base course thickness a few inches may be needed. The asphalt should be a batched hot mix, approved by the engineer and placed and compacted to the project specifications. The base course should meet CDOT Class 6 speciftcations. All base course and requiured subgrade fill should be compacted to at least 95%of the maximum standard Proctor density at a moisture content within about 2°/a of optimum. Required fiIl to establish design subgrade levcl can consist of the on-site soils, the existing base course or RAP,or suitable imported gz�anular soils approved by the geotechnical engineer. Prior to fill placement the subgrade should be compacted to at least 95%of standard Proctor density at a moisture content near optzmum. In soft or wet areas, the subgrade may require drying or stabilization priox to fill placement. A geogrid and/or subexcavation and replacement with aggregate base soils may be needed for the stabilization. The subgrade should be proofrolled before placing pavement materials. Areas that deflect excessively should be corrccted. The subgrade improvements and placement and compaction ofbase and asphalt materials should be monitored on a regular basis by a representative of the geotechnical engineer. Positive surface drainage should be provided across and adjacent to pavement sections so water does not pond on or near the pavement areas. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1 and to the depths shown on Figure 2,the proposed type of construction, and our experience in the area. Our fndings include interpolation and Job No. 111 094A C�tect'1 - 4- extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notifted at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others ofour information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant changes to the design or traffic loadings may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of subgrade condition and testing of stiuctural fill and pavement section materials by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH ;p.�WLAK�d�p��INICAL, INC. � 1 e� U�c�: �f"�' '�,_ � `�� wo' �e ew �ao �� ' �o ` : Y `° '..t�~' �. ;� � � : : ; : David A. Young, P�; 2_�� : ; � � �p.��.,6�l! ,.r�y�r�.,: '°i tC� '........••' '� � Rev. by: S LP ��,se�,ON o e�N�a�� DAY/ksw Attachments: Figure 1; Locations of Exploratoiy Borings Figure 2; Logs of Exploratory Borings Figure 3; Legend and Notes Tablel; SummaryofLaboratoryTest Results cc: Alpine Engineering— Tim Leininger(Ic:inii�er(��11k�ineci�Jil.com) Job No. 1 11 094A L�OtGCh �� _ - .._ ,.�.�, , �, ; � -_ =� �, � � , ` wa wn , � �� , �as ' ' ��' //�'�;i w.w.�.+., { — �-` , � Y — T f � J � _;_ \ • . ��ORING 5 � 1�• ^ __ � ._- -` �'� ' w, �^. ' ' I �• �.� I �� -_ ' �- i-; `,~ � I : �i i y,� r�u �^'e , i�//� / . * '�i" i � �j jere .r /' �e.� w w ' � � �� % � `�, r r �Y � �%`/� .. � � �I _ �� /�� ' � � 'iI' � i . i ' �w-r9 . � `( - .� ✓ ` � / .i � u�r 1 � 1 ws G — �.�i�� _f� ' . � ' // / �� / �� . �- .� � �o�-_ � —_— — _ . '\ �BORING�#� _��!/ T S�/ . .. �n ` _ ? 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H 111 094A ��t�C�1 LOGS OF EXPLORATORY BORINGS FIGURE 2 ��v:�oarH�nw��c �Cat.chr;i�n� LEGEND: � ASPHALT PAVEMENT; the number in parentheses next to the symbol indicates the measured thickness in inches. °' BASE COURSE; silry sand and gravel, loose to medium dense, moist, brown. The number in parentheses next �; to the symbol indicates the measured thickness in inches. � FILL; man-placed, very clayey silty sand,typically gravelly, loose to medium dense, moist to very moist, brown to reddish brown, low plasticity. � SAND (SC); clayey, silty, scattered gravel, medium dense, slightly moist to moist, brown, low plasticiry. � Relatively undisturbed drive sample; 2-inch I.D. California liner sample. 9�12 Drive sample blow count; indicates that 9 blows of 140 pound hammer falling 30 inches were required to drive the California samplerl2 inches. NOTES: 1. Exploratory borings were drilled on May 25, 2011 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from teatures shown on the site plan provided. 3. Elevations of exploratory borings were not measured and the logs of exploratory borings are drawn to depth. 4. The exploratory boring locations sho�ld be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Borings were backfilled and patched after drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content(%) DD = Dry Density(pcf) -200 = Percent passing No. 200 sieve LL = Liquid Limit(%) PI = Plasticiry Index (%) H 111 094A ��teC�"1 LEGEND AND NOTES FIGURE 3 ii�.1VpG'u-�AWLA'�( G�Oi�CNN�CA�_ HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 7 Job No. 111 094A SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATI�N NATURAL NATURAL G�DATION ATTERBERG LIMITS MOISTURE DRY GRAVEL SAND PERCENT ASSHTO BORiNG DEPTH CONTENT DBNSITY PASSING LIQUID PLASTIC CLASSIFICATIQN SOIL OR (°/a} (�/,) N0.200 LIMiT INDEX BEDROCK TYPE (ft) (%� ( �� SIEVE i°�? (%) � 4 g�2 Z18 23 Clayey Silty Sand (Fill) 2 1 14.3 113 50 22 7 A-4 (1) ery Clayey Si�ty Sand with Gravel (Fill) 3 1/z 11.7 124 48 23 7 A-4 (1) Vezy C ayey Silty and with Gravel (Fill) 3 13.3 116 Very Clayey S�lty and with Gravel (Fi11) `� 1 15.1 112 38 Clayey Szlty Sand with Gravel (Fill) 4 15.3 I15 Clayey Silty Sand with Gravel (Fill) 5 1 14.0 116 36 21 5 A-4 (0} layey Silty Sand with Gravel (Fill) TOWN OF VAIL 75 South Frontage Road West Community Development Department Vail, Colorado 81657 970.479.2138 vailgov.com 970.479.2452 fax August 11, 2011 Vail Point Townhomes Association c/o OAC Management Inc. PO Box 2399 Edwards, CO 81632 Dear Mr. Peterson, This permit application and check#2143 is being returned to you as the tree removal was included in the minor exterior alteration DRB110238. If you have any questions do not hesitate to contact our office at 970-479-2139. Sincerely, ��vL� �� Lynne Campbell Office Manager � ly � � V � DDepartment of C�mmu�ity Dwelopmeni 75 South Fronta�Road TOWN OF VAII• JUN 27 2011 vae,cost� Tsl:970-4T9-2128 www.vMlgov.com TOWN OF VAiL °��►��a Appiication for Design Review Tree Removai General Information: This application is to rec�uest tree�emoval in the Tovm of Va�. As part of this application,the prop- eAy owner may be required to replace trees that are removed. if required to replace,appNcaMs must re�tant trees by November 1st of the tolbwing year from the date of a�proval. Please be prepared to provide a tree replac�ement p{an. Please see tips tor tree planting and species selecGon on next page. Design review approval expires one year from date o!�xoval. -.---------------___----._...._._._________..__._______...------ —.�_..._____.____.�— __ Fee: s20 for liv+e tree(s) �0 for dead tree(a) Single Family Duplex ✓ Multi-Family Commercial Desc�iption ot the Request: Tree Removal {x1) Tree Species(removai)•Sub Alpine Fir- Conifer Number of trees• � Tree Species(removai): Number of trees: ��ts: Lateral Canopy Expansion for Roots has Outgrown Growth Space Tree Species(replacement): Number of trees: � ��: 1881 Lion's Ridge Loop, Vail, CO 81657 ��N��. 210312207001 - 041 (Contact Eagle Co.Assessor at 970-328-8640 for parcel no.y P�y��r. Vail Point Townhomes Association/Mary Sue Katz (Board President) ��i��. McNeill Prope�ty Management Inc., 2077 No�th Frantage Road#300,Vail, CO 81657 . (970)479-6047 Owner's Signeture: Primary CoMacV Owner Repre ive: Erik Peterson ��d�: OAC Management rporated, PO Box 2399, Edwards, CO 81632 p��: (970) 390-0164 E-Mail� erikpeterson@oacminc.com Fax• 970-926-0490 ' For Otfice Use Only: Cash_ CC; Visa/AAC Last 4 CC M Exp. Date: Auih� Check� Fee Paid: Received From: Meeting Date: DHB No.: planner: __ Prqect No: Zoning: l.and lJse• t,ocation of tf�e Proposal: Lot: Blodc: Subdivision: ' ; � � '� � ` ` ;� �� ' ': �� ; ; 4� �� ,�~ � �� ,:: ' � �,, � Department,of Communify De�elopi��enfi"�' Y � � �"r�-�-� r ',�°�;�� _ �� ` '�._ : �75 South Frontage F2o��d� *�� • r � ..� � r -.;% ti- �'-� q �{,"y � ^ � '' �` � � �i r,' - z �i� � ' VaII� G�OI,OI"aC�Oti.��rJJ�i i _ f r� � c;. ` r� � -� _ ��,., m;., ;f � •h� F ��Cet�K 97p 479 �'f'2.�� " + .�i �� ;,. ,��t# �. � "� �.3 k� f�,.ird- ,p �� ; ,_�� , `F�3��97f�-�k�;9�4� .�: � ,r _ Y ` r ��4� A . � �,. :. . ��/e� 1NV�lkV�0i1�011�C'�� s r ' n r ' � , �i,��t'-�?L�r� i�� ,� "� ' � De�elopmen�.R�viev�'��or��t�� S�7t,f ;j,�.,,��}��l3f_t'.�.,.__.�_,_. ., .�_ ..� � �i�.s.�/.��,a�'+�3'a�`°�c.+�%'+Y'�>;i�-`n..scw"�t�y"" L ,a�',+�'."Y'.. r -.� ��z� ,�' � A �"' t.�'.', �`�'�ci�,�'i.L: ...:.3�us��3�",'ar��`,: . . .....d�_.sr_..�_ ��•3h.�3.;r.l��si TRANSMITTqL FORM Revision Submittals: 1_ "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved 8�the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. fPermit#(s)information applies to: ~Attention:�� ( ) Revisions � I' �'�� / � ( ) Response to Correction Letter ' 1 �� ,(��1.-�- �i.6s'c�� attached copy of correction letter � � ( ) Deferred Submittal 4 � ( ) Other � � 3 , -.,�..-.�...�.�...�....�.�_.�.....�.�,.��a...�,,., ��....�.._.�.�..�..,. .�. _�.... i Project Street Address: � � ��M� /��/ ��,,��,2�� L�� Description/List of Changes: � � (Number) (Street) (Suite#) �;r�,�� `�� 'j�� ,,�� /` --� � j Building/Complex Name: I/�iC j�.✓,— �� << C'r'rh,�s:_ •—c ,u � i..�-- �.-Ul 3 � �� ..�..�...... �-. ~ - (Contact Information: �� - /�`� ��` •'�—�-' ��Z � ICompany: � � 3 Company Address: z�,� i? p ? ��/-,/ � v'C/l, ,4rk (�i?/4�fT � L�' � City:__�� ,s��os� State: C� Zip:_g/� � z �Contact Name: _ �2/,� (,J �� f;r� � � Contact Phone: �_� � � � � � � E-Mail �i2lk�'i£.QSE��✓� �/�C'.;�i.�� -,ir � 1 ,.__..._...�,..�..�....K..,,�.e....�...,��. �.�. i �Valuations (Labor 8�Material)) � � iBuilding: � � � � i Plumbing: $ �(use additional sheet if necessary) � � ____ _..___ _ ..._____ .__._.._.__ _ --__. __._.._ _..____� ----__ Electrical: $ �Date Received: Mechanical: $ , � � �� ii� � �� 'Total: � � — � �� ;I � . , � � , �--- � -------------_________ _---- --------- " � 2011 ' _ _ _____------..___ _-------------- � ; SEp 16 I urL�, ,; rowN o� vAi� 1-Sep-09 ALPINE ENGINEERING, INC. September 14, 2011 Mr. Bill Gibson,AICP Town Planner Community Development Town of Vail 75 South Frontage Road Vail,CO 81657 RE: Vail Point Driveway TOV Public Works Comments Dear Bill: Below are our responses to the TOV Public Works comments on the Vail Point Driveway project: 1. New storm sewer will need to be piped to the existing inlet in Lionsridge Loop. Discharge over the curb and gutter will not be allowed: The plans have been revised to show the proposed storm sewer to be piped to the existing inlet in Lionsridge Loop. 2. Verify capacity of existing storm sewer crossing of Lionsridge Loop and downstream ditch with the added flows. Time of concentration will be different with the proposal(sheet flows vs piped flows). Drainage study from the Town's Buffehr Creek Road project is available from PW. The Vail Point storm sewer has been analyzed at two study points for both the existing configuration that does not have a closed pipe system and for the configuration that includes the proposed pipe system. It was found that there was an increase from 7.69 cfs for the current configuration to 7.72 cfs for the proposed pipe system at one study point and from 5.01 cfs to 5.02 cfs at the second study point. This is a negligible increase. The calculations for the flows and updated hydraulic gradient elevations are included in the newly submitted Final Drainage Report for Vail Point Driveway Improvements dated September 2011. The time of concentration changed from 10.44 minutes to 10.20 minutes at Study Point#1 and from 9.84 minutes to 9.72 minutes at Study Point#2. The downstream ditch was not evaluated,as flows and times of concentration for the proposed improvements have changed imperceptibly from the existing conditions. Please do not hesitate to contact our office if you have any questions or comments. Sinc � � ,��I�v�� Tim Leininger s�� j=� ��' `= �� ,� ��, Project Manager ? � ,n�i SEP 16 2011 ! �� TL/la ,1 I '' �� vv� �� vA�L Edwards Business Center• P.O.Box 97• Edwards,Colorado 81632• (970) 926-3373 • Fax (970) 926-3390 _ _ � 08-30-2012 Inspection Request Reporting Page 3 4:24 am Vail, G� - Citv Of Requested Inspect Date: Friday,August 31 2012 Site Address: 1881 LIONS RIDG� LP VAIL COMMON ELEMENTS A/P/D Information Activity: B12-0030 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: O HARA,THOMAS W. & LAURA K. Contractor: SITE RESOURCE MANAGEMENT INC Phone: 970-328-5100 Description: COMMON ELEMENT: DRIVEWAY REPLACEMENT UNDERGROUND STORM SYSTEM FENCING MODIFICATIONS, SINGLE TREE REMOVAL, PLANtER BOX MODIFICATIONS (x7), ENYRY STEPS MODIFICATIONS (x4). Re uested Ins e 'on s � Ite : 542 PLAN-FINAL Requested Time: 08:00 AM Requesto : SITE RESOURCE ANAGEMENT INC Phone: 970-328-5100 Comment � 720-323-24 Assigned To: GIB Entered By: JMONDRAGON K Action: Time Exp: �P� Q G ��3 I�/Z Item: 290 PLMB-Final Requested Time: 08:00 AM Requestor: SITE RESOURCE MANAGEMENT INC Phone: 970-328-5100 Com m ents: 720-323-2441 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv Item: 210 PLMB-Underground Item: 542 PLAN-FINAL Item: 290 PLMB-Final REPT131 Run Id: 14831