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B10-0390
******************************************************************************************** TOWN OF VAIL, COLORADO Statement *****�*********************«***+******+****************************************++*********** Statement Number: R120000619 Amount: $5, 164 .27 05/29/201203: 05 PM Payment Method: Check Init: DR Notation: ck# 206307 J.L. VIELE CONST. ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 139, 457. 96 This Payment: $5, 164 .27 Total ALL Pmts: 139, 457 . 96 Balance: $0.00 ************+**********�**************�***************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 693.50 PF 00100003112300 PLAN CHECK FEES 670.77 UT 11000003106000 USE TAX 40 3, 800.00 ----------------------------------------------------------------------------- NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .. �ow�oFyna, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0390 Project #: PRJ10-0183 Job Address: 45 FOREST RD VAIL Status. . : PLAN CK Location......: 45 FOREST ROAD Applied . . : 10/19/2010 Parcel No....: 210107113002 Issued. .. : 12/14/2011 Expires . ..: 03/10/2012 OWNER FOREST INTERNATIONAL LLC 10/19/2010 IN CARE OF NAME WEAR TRAVERS&PERKINS PC IN CARE OF NAME WEAR TRAVERS 8 PERKINS P VAIL CO 81657 CONTRACTOR J.L.VIELE CONSTRUCTION INC. 09/12/2011 Phone: 970-476-3082 1000 S FRONTAGE RD W#202 VAIL CO 81657 License: C000003254 APPLICANT MARK DONALDSON 10/19/2010 Phone: 970-949-5200 PO BOX 5300 AVON CO 81620 Description: ADDITION&REMODEL INCLUDING RELOCATING GARAGE Occupancy: R3 Single Family Residence Valuation: $5,190,000.00 Type Construction:V6 Total Sq Ft Added: 6895 ..........................,�.,>..x,�.,.xx..=..x=...,�,...,,,.,�,..,.,,,............ FEE SUMMARY ,.,..........................,........,....,......,.�,......,....,.,.....>..... Building Permit Fee------> $20,902.25 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> 139,457.96 Plan Check--------------------> $13,586.46 Use Tax Fee---------------------> 103,600.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $330.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> 139,457.96 Investigation-----------------> $0.00 Recreation Fee-----------------> $1,034.25 Payments-------------------------------> 139,457.96 Total Calculated Fees--------> 139,457.96 BALANCE DUE------------------------> $0.00 ...................................................�.........,a....,,x....�......,.......,........,.,......,..,__.......,..........,,.......�........,......,............,........._,.. 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. Signature of Owner or Contractor Date Print Name bld_alt_construction_perm it_041908 ...........................................................................................................�,.,...,.....,.....,...,.�..,�...,..,.,.....,,.>...,,.,...,.........,..... APPROVALS Permit#: B10-0390 as of 05-29-2012 Status: PLAN CK .........................>.,....,,.,,..........................,.......,.,.,,...........,....,..,,..,,,,,,..,..,..................,.,.,..,.,x..,..,..,,...,......�,..........,....... Item: 05100 BUILDING DEPARTMENT 11/26/2010 Martin Action: CR Architectural Comments: Sheet A1.3 1. Clearly identify fuel type for fireplace in grand room. Sheet A3.1 1. How is stone veneer to be attached? Reference section R703.7 IRC 2. Guard detail shown is climbable therefor does not achieve the 36" height requirement 3. Please show compliance with section 1203.2.1 as amended by the Town of Vail for non vented roof ceiling spaces. Sheet A8.1 1. Include u values on window schedule per Town of Vail submittal requirements. Structural Comments: Sheet AS1 1. Plans reflect new retaining walls. Please provide structural details and cross reference on plans 2. Complete the special inspection form for soil engineer inspections Sheet AS2 1. Plans do not reflect design approved by public works per Chad Salli, Town of Vail Project Engineer. Provide justification for surcharge proposed on existing retaining walls. Sheet A3.1 1. Plans indicate a soils drainage system around the foundation. Provide plans and location for this drainage system. Sheet S2.1 Please have the owner and special inspection agency complete the special inspection agreement for permitting. 12/14/2010 Martin Action: AP Item: 05110 ELECTRICAL REVIEW 11/26/2010 Martin Action: COND Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Item: 05120 MECHANICAL REVIEW 11/26/2010 Martin Action: CR . Revise gas piping design to reflect the maximum 3\4" gas pipe to fire pit and the required automatic shutoff. See amended section 411.4 IFGC. 12/14/2010 Martin Action: AP Item: 05130 PLUMBING REVIEW 11/26/2010 Martin Action: AP bld_alt_construction_perm it_041908 Item: 05400 PLANNING DEPARTMENT 12/10/2010 bgibson Action: AP plans routed to F-1 Item: 05600 FIRE DEPARTMENT 10/28/2010 McGee Action: AP Fire sprinkler plan shall be revised to avoid antifreeze. Revision of specifications and standards is required. 11/01/2010 McGee Action: CR MEP Submittal shows two fireplaces and one firepit with greater than 3/4 inch gas lines. Schedule of Gas Loads Summary does not indicate 30,000 BTU limitation on gas log sets for fireplaces on combustible framing or limitations on BTU output for inserts. 11/23/2010 McGee Action: AP Alarm and sprinkler base drawings are approved. 11/23/2010 McGee Action: NA Revisions to soils report. 12/09/2010 mcgee Action: AP Revisions to gas lines etc. received 12/7/2010 approved. Item: 05500 PUBLIC WORKS 12/14/2010 cs Action: DN applicant to submit design parameters/factor of safety for proposed retaining walis per conversation with Mark Donaldson 12/14 12/17/2010 cs Action: COND Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 04/15/2011 Is Action: DN Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 07/06/2011 Is Action: AP Submitted Staging Plan approved. Item: 05501 PUBLIC WORKS REVISION 09/09/2011 tk Action: AP Approved. Shoring plans and agreement in place. Item: 05401 PLANNING DEPT REVISION 01/04/2012 bgibson Action: DN The applicant shall coordinate the landscaping plans with the site plan. The applicant must also clarify that the new west patio area complies with the setback requirements of the Two-Family Primary/Secondary District. Plans routed to F-2. 03/02/2012 bgibson Action: NA structural modifications to foundation plan 04/10/2012 bgibson Action: AP landscaping plan revisions approved Item: 05101 BUILDING DEPT REVISION 12/14/2011 JRM Action: AP APPROVED FOOTING FOUNDATION REVISIONS. 01/10/2012 JRM Action: AP approved revisions dated dec 27th ..................................................................................................t,.......,..,.,.,.,....,,.,.��,,,..,......,.,,,.,,x.,.....,,.......,.,............. b I d_a It_co n st ru ctio n_pe rm it_041908 See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 .......................................x...,,.,,.,..,,>,..,,..,.,..,,,..,..........,....,,,,.......,.....,..,.,..,,...,.......................,,,,...,.,.....,,...�,,......,.,,...,.. CONDITIONS OF APPROVAL Permit#: 610-0390 as of 05-29-2012 Status: PLAN CK .x.>..............................................................................................................................................�.,,....,...,.....,.,.............. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: CON0011865 Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Cond: CON0011866 Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. bld_alt_construction_perm it_041908 Department of Community Development 75 South Frontage Road TOWN OF VAII ' va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: Revisions Response to Correction Letter 610-0390 attached copy of correction letter (�Deferred Submittal (�Other Project Street Address: 45 Forest Road (Number) (Street) (Suite#) __ Bui�dinyicompiex Name: Forest International Residence Description/List of Changes: Special inspection reports -open hole soils report Contractor Information Business Name: J. L. Viele Construction for Grid Lines A.O to B.O. and 1.0 and 3.7 and 2111 N. Fronta e Road West, Suite E epoxy dowel inspections for E.O/4.0 and B.O. and 2.3 Business Address: g Vail CO 81657 to 2.7 and at existing foundation at B.O and 1.0. City State: Zip: Contact Name: Tony Faulhaber Contact Phone: 9�0-471-5467 (use additional sheet if necessary) Contact E-Mail: tony@VleleCOnStfUCtlon.COm Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, Building: $ 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 Plumbing: $ ordinances and state laws, and to build this structure according to the to n's zoning and subdivision codes, design review ap- Electrical: $ proved,I ternational B ilding an i ential Codes and other ordinanc s of the Town pplic ble t to. Mechanical: $ X ' Total: $ � Owner/ ner's Repr sen ve Signature(Required) Applicant Information Applicant Name: Date Received: _.....�.r......-. Applicant Phone: � (� � n (UJ � � � � � Applicant E-MaiL For OtTice Use Only: f'��� 1 6 �O,Z � Fee Paid: Q Received From: �°1Q� /� Cash Check# TQ Y V N �F V/-�(L CC: Visa/MC Last 4 CC# exp.date: Auth# O1-Oct-11 April 9, 2012 Subject: 45 Forest Road Improvements, Proposed Foundation Subgrade Observations, Vail, Colo�ado. Job Number: 11-6614 Mr. Tony Fauihaber JL Viele Construction, Inc 1000 South Frontage Road West, Suite#202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber, As requested, a representative of GROUND visited the project on this date to observe the condition of the foundation subgrade for one of the proposed additions to 45 Forest Road. Structural plans dated 10/28/2011 by Monroe and Newell Engineers, Inc. and Soils Report No. 110317A by HP Geotech, Inc. dated October 27, 2010 were used as the design criteria. HP's report references a maximum soil design pressure of 2,500 psf. We understand that additional observations and letters will be required for each subsequent addition. We observed the excavation for the new footings located between approximately gridlines 1.0- 3.7/South of A.0-B.0 on April 9, 2012. The foundation excavation had been cut in two levels to approximately the bottom of the existing footers (approximately 7-10 feet below existing surface grade). The soils generally consisted of light to medium brown, silty, clayey sands and gravels with cobbles that were similar to those described in the aforementioned HP Geotech Soils Report. Warren with JL Viele notified GROUND that Edwards Excavating had previously utilized a walk-behind sheepsfoot compactor, and jumping jack to compact the footing subgrade. At the time of our visit, the soils appeared moist, dense, and unyielding under moderate construction equipment loads. Based on our observations of the completed foundation excavation at the previously described location, the soil types and condition of the subgrade appears to be generally consistent with soils capable of providing an allowable bearing capacity of approximately 2,500 psf and in general accordance with the project documents. We did not verify bearing elevations or excavation depths as part of our observations. ,.t--A ��uc,� If you have any questions, please feel free to contact this o�ce. ..•••••.�� . CE . :� ���• Sincerely, �;� 45426 0,� GROUND Engineering Consultants, Inc. �• �• �;���y-Y-1�`1,�.: '•••...•�� '�AL Jon Noble Reviewed by Scott Richards, P.E. .�r�ouHn ENGINEERING CONSULTRNTS INC. PO Box 46�, 101 A Airpark Drive#9.Gypstun,CO 81637 Phone(970)524-0720 Fax(970)52�-0721 wti��v.groundeng.com Office Locolions: Enele«cwd . Commerce City . Loveland . Granby . Gypsum . Grand Junction GRDUII[� ENGINEERING CONSULTRNTS April 9, 2012 Subject: Materials Testing and Special Inspection Senrices, 45 Forest Road Improvements, Vail, Colorado. Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc. 1000 South Frontage Road West, Suite #202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Hedrick Construction into the existing footing for the footing extensions at approximately gridlines E.0/4.0 and B.0/2.3-2.7; and into the existing footing and foundation walls at gridlines B.0/1.0. The drilled holes were observed for specified depth, diameter, and cleanliness. Hedrick utilized a wire brush and an air compressor to clean the holes. We then observed Hedrick utilizing SIKA AnchorFix-1 Professional Fast Set Anchoring Adhesive to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and epoxied reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Victor with Hedrick Construction, and Warren with JL Viele were informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 rtment of Community Development 75 South Frontage Road TOWN OF VAIL; � va�i, co s�ss� �� Tel: 970-479-2128 www.vailgov.com �...a..,— Development Review Coordinator TRANSM ITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: ( ) Revisions B10-0390 ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal (�)Other Project Street Address: 45 Forest Road (Number) (Street) (Suite#) Forest International Description/List of Changes: Building/Complex Name: Structural detail for concrete foundation columns Contractor Information /pilasters as noted on inspection report dated 2/29/12. Business Name: �� L.Viele Construction Business Address: 1000 S. Frontage Road, Suite 202 Special Inspection Report for epoxy anchors for area City Vail State: �O Zip: 81657 of foundation inspected on 2/29/12. Contact Name: Tony Faulhaber Contact Phone: 970-471-5467 (use additional sheet if necessary) tony@vieleconstruCtion.com Revised ADDITIONAL Valuations(Labor&Materials) Contact -Mail: � (DO NOT include original valuation) 1 Building: $ Owner/ 's Re entative Signature(Re ' Plumbing: $ Applicant Information Electrical: $ Applicant Name: Mechanical: $ Applicant Phone: Total: $ Applicant E-Mail: For Office Use Only: Date Received: Fee Paid: Received From: --- Cash Check # s�` r' � �. � M '� �'� CC: Visa / MC Last 4 CC # exp. date: ' Auth # MAR � � ��►� !�� I � � -� ;--- ����WN OF VAIL oi-o�c-i� � �ROUHn ENGINEERING CDNSULTRNTS February 28, 2012 Subject: Materials Testing and Special Inspection Services, 45 Forest Road Improvements, Vail, Colorado. Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc. 1000 South Frontage Road West, Suite #202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Hedrick Construction into the existing foundation walls at gridlines D.0/1.0, D.8/2.0, and E.0/4.0 for the new foundation walls. The drilled holes were observed for specified depth, diameter, and cleanliness. Hedrick utilized a wire brush and an air compressor to clean the holes. We then observed Hedrick utilizing Powers AC100+ Gold adhesive to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and epoxied reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Victor with Hedrick Construction and Warren with JL Viele were informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 . • 02-28-2012 (nspection Request Reporting Page 1 4:14 pm Vail, CO - Citv Of Requested Inspect Date: Wednesday, February 29, 2012 Site Address: 45 FOREST RD VAIL 45 FOREST ROAD A/P/D Information Activity: B10-0390 Type: A-BUILD Sub Type: ASFR Status: REVISION Const Type: Occupancy: Use: VB Insp Area: Owner: FOREST INTERNATIONAL LLC Contractor: J.L.VIELE CONSTRUCTION INC. Phone: 970-476-3082 Description: ADDITION&REMODEL INCLUDING RELOCATING GARAGE Requested Inspection(s) Item: 10 BLDG-FOOTING Requested Time: 11:30 AM Requestor: J.L.VIELE CONSTRUCTION INC. Phone: 970-476-3082 Comments: 904-1095 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: 2 rovi e engineer letter for fooing change�ng with special inspection repo�ts for dowels at Grid E and Comment: see plans for areas completed ok per SI report Comment: Poor at our own riskp lans from engineer on footing change at grid E and 2 did not have a stamp. Bring letter wi�h stamp to TOV. Dowels ok per SI report. ! /!'� �T ��,r� �{� ,'F�; . _. 'i✓�% ;p�, G!�<-i f�i� j, �, -�i -f '1�.=�� C% L- ` �``� � �l / (� ;/l , � /� ^�� �i ,/ 'r !'- ` �, /U �ru,l %�� � � i � � . /� ��` �� � , z � � � � ��� , ;� i f , �G ;r/! ��� �'rr-OC� ,,,,,/ �-:� F�rr'l i t��' ���� �� ��� _ ; , � , ;� Inspection Historv � �/�%P�� l ��% / _ ; , � � � � ' - "�� Item: 501 PW-Access/Staging/Erosion Item: 10 BLDG-FOOTING `� .1 12/22/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION � Comment: see plans for areas completed ok per SI report 02/22/12 Inspector: sgremmer Action: DN DENIED Comment: Provide engineer letter for fooing changes along with special inspection reports for dowels at Grid E and 2 02/27/12 Inspector: sgremmer Action: DN DENIED Comment: Poor at your own risk plans from engineer on footing change at grid E and 2 did not have a stamp. Bring lefter with stamp to TOV. Dowels ok per SI report. Item: 504 PW-Retainin�g Wa�l Layout Item: 502 PW-Rough 6riveway Grade Item: 20 BLDG-Foundation/Steel 12/27/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: see plans for areas completed ok per SI report Item: 21 PLAN-ILC Foundation Plan Item: 410 Special Inspect-progress rept Item: 22 PLAN-ILC FRAMfNG Item: 30 BLDG-Framing Item: 50 BLDG-Insulation Item: 60 BLDG-Sheetrock Nail Item: 70 BLDG-Misc. 01/05/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: penmiter drain for the south wall 02/13/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Temp power Item: 535 DIA-30 DAY REIVIINDER Item: 536 DIA-SITE/LANDSCAPING Item: 533 PLAN-TEMP. C/O Item: 420 Spe�cial Ins�pect-final rept Item: 503 PW-Final Driveway Grade Item: 542 PLAN-FINAL Item: 543 PW FINAL REPT131 Run Id: 14171 Monroe & Ne well �oB � � ���-�.�"' �� ���` Engineers, I[lC. SHEET NO. OF ��,� � �.�p �� �' �,� CALCUTATED BY DATE � p �°'� I� 1 i '�i CHECKED BY � DHTE � � SCALE '. ' j i i � ! �.� �: �� _ ... '�. :.._._.. -.__.......... .._[.... - .. v . . _.. .. . ._�. .:..... . . .. .. .___... .:... , :.. :..... .....L__. , , ., . ..; � +w.....w : . , : : . . , , ! _� �1��c.,�t..� _ ': __._ _ ' '��'���i��` �, _; _ _ _ : . �.__ _. _ _ ._ _ 2 ' _.. .. _ '; _ _;.. �'� �+ ;,� __. �, _ � , � � �,��� � . . _ _ _ _ , �;. ..C; O _ G, ' :��.�;,..�.-°� , _ .. ,,,�,: _.. �. � � ���� ' _. °'- ..-z� � �, _ _ _ _ , _ _ ; :..���� . ! ' _ ! ' : _ .,�*'� _ ' ' , , ;._ _ _ _..__ _ ��: � ; _ ..__ .___ .__ _ .. ._ _ _ _ _ ' ' ..a.��� _ _�� �-,�� "��--"'��.m,�`'�` �+,����'� ' _ _ _ __ tt _ � _. f,�_�✓� . �;.� _ _ �_ , __ _ .r �� ! .� �' _ _ < .. _ . d0......�S ; �tG�E'• �',�; T�' _ � . . ,�•,ti 1 ;. _ _ �� � �� , . '.. _ _. _ . , _ _ ��y-� 2�7�� ,. , ` 3 ��� _ _ . , . _ _ .� _ _ M w.��. ._. PFr.pU:T i;4�1;Sinyld ShxG.�l5�-t(P.eCetl) �� � �lt� -0390 Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell February 20, 2012 �n�'nee'-�. �n�. Victor Mark Donaldson Architects PO Box 5300 �Q� �"� ���� Avon, CO 81620 ����� �,��� '� . ,� �y:,; �,� � Attn. Mr. Chris Juergens Re: Remodel of Residence at 45 Forest Road, Vail, Eagle County, Colorado (M&N #8281) Gentlemen: Monroe & Newell Engineers, Inc. conducted a site visit at 45 Forest Road in Vail on February 15, 2012. The purpose of our site visit was to observe existing structural foundation conditions and to determine, how the existing conditions can be incorporated into the structural foundation requirements for the renovation of the building. We noted the following: 1. The existing foundation at the north/west and the north/east corners includes a diamond shaped concrete pier that supports a triangular steel column frame. The diamond shaped piers shall remain in place and the foundation plan has been adjusted to take the existing conditions into account. A revised foundation plan S1.1A and sheet S3.3 is attached for both the north/east and north/west corner revisions. 2. Existing soils near the north/east building corner had to be removed to approximately 30 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the -- ----- -_- ',�I � �_� � �-. I� �/ � �, ,� � � Colorado � � ����2 , , A�o, o,Tne Ama,��a���=„��,e o,a�n�,e�,= FEB � ; �Pleatinum Sponsor �-' -� � 16 Consecutive Years TOVUN OF V�11� www�.monroe-new�ell.com -----.-- — 70 Benchmark Road • Suite 204 • Y.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avon�monroe-newelLcom � :� new wall shall be epoxy-doweled into the existing footing and wall as noted in the construction documents. 3. Existing soils near the north/west buitding corner had to be removed to approximately 18 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the new wall shall be epoxy-doweled into the existing footing and wall as noted in the construction documents. 4. The contractor has requested to keep the existing north foundation wall in place and to install new concrete foundation piers on the exterior of the existing wall. New footings shall be epoxy-doweled to the existing footings. See the attached revised foundation plan S1.1A and sheet S3.3. If any questions remain, please call. Very truly yours, '�"'� ����'��; t �:q' o .r� � � ��<`��:. MONROE & NEWELL ENGINEERS, INC. �`�' `° .,� � �i d�, �7�;° ��f fj'°� G��,°'.'.'�.. Hannes Spaeh, P.E. �-����:�s�orv,�.�.���� • Principal 'CFG��,C�'" Monroe&Newell Engineers,Ina 2 Lot 45 Forest Road February 20,2012 (M&N#8281) Department of Community Development 75 South Frontage Road TOWN OF VAIL ' vau,co siss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: O Revisions , � B10-0390 ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal (�)Other Project Street Address: 45 Forest Road (Number) (Street) (Suite#) � Forest International Description/List of Changes: Building/Complex Name: Structural detail for concrete foundation columns Contractor Information /pilasters as noted on inspection report dated 2/29/12. Business Name: �• L. Viele Construction Business Address: 1000 S. Frontage Road, Suite 202 Special Inspection Report for epoxy anchors for area City Vail State: CO Z�p: 81657 of foundation inspected on 2/29/12. Contact Name: Tony Faulhaber Contact Phone: 970-471-5467 (use additional sheet if necessary) tony@vieleconstruction.com Revised ADDITIONAL Valuations(Labor&Materials) Contact -Mail: (DO NOT include original valuation) 1 Building: $ Owner/ 's Re entative Signature(Re ' Plumbing: $ Applicant Information Electrical: $ Applicant Name: Mechanical: $ Applicant Phone: Total: $ Appiicant E-Mail: For Office Use Only: Fee Paid: Date Received: Received From: Cash Check # � �,I ' ' ii 'l. ' , � �,, �.,' !I�,' CC: Visa / MC Last 4 CC # exp. date: ; ; i Auth # �j�''� MAR � 1 ��il j�i f w�'! f�- � ����WN OF VAIL oi-o�c->> i �ROU�n ENGINEERING CDNSULTRNTS February 28, 2012 Subject: Materials Testing and Special '! Inspection Services, 45 Forest Road Improvements, Vail, Colorado. Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc. 1000 South Frontage Road West, Suite #202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Hedrick Construction into the existing foundation walls at gridlines D.0/1.0, D.8/2.0, and E.0/4.0 for the new foundation walls. The drilled holes were observed for specified depth, diameter, and cleanliness. Hedrick utilized a wire brush and an air compressor to clean the holes. We then observed Hedrick utilizing Powers AC100+ Gold adhesive to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and epoxied reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Victor with Hedrick Construction and Warren with JL Viele were informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 • J� 02-28-2012 Inspection Request Re orting Page 1 4:14 pm Vail. CO - Citv O� Requested Inspect Date: Wednesday, February 29, 2012 Site Address: 45 FOREST RD VAIL 45 FOREST ROAD A/P/D Information Activity: 610-0390 Type: A-BUILD Sub Type: ASFR Status: REVISION ' Const Type: Occupancy: Use: VB Insp Area: I Owner: FOREST INTERNATIONAL LLC i Contractor: J.L.VIELE CONSTRUCTION INC. Phone: 970-476-3082 II Description: ADDITION & REMODEL INCLUDING RELOCATING GARAGE I�� Requested Inspection(s) Item: 10 BLDG-FOOTING Requested Time: 11:30 AM Requestor: J.L.VIELE CONSTRUCTION INC. Phone: 970-476-3082 Comments: 904-1095 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: 2 rovi e engineer letter for fooing change�with special inspection reports for dowels at Grid E and Comment: see plans for areas completed ok per SI report Comment: Poor at your own risk plans from engineer on footing change at grid E and 2 did not have a stamp. Bring letter with stamp to TOV. Dowels ok per SI report. �(�l� /�'�►`�. � �� �l��J�< �� r//r���y /������''�!r��/,� �.,-�.,i!��.� �� / V 1 � � � , � , --� , , ���� , � ���� i � G,Jr� !� '�a� ;������/ �.� — /, �, /�/,u,,r % � � `�. /`;� � j � �G �I ,��,c �:�C�" ,,;>,� ��(;� ����,� i�� r��'✓� �� ��''� / �: ; � , l . �� ;� � ���•��� � r�;/ Inspection Hisforv � �, �/,/� Item: 501 PW-Access/Staging/Erosion � �� r7'� Item: 10 BLDG-FOOTING � 12/22/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: see plans for areas completed ok per SI report 02/22/12 Inspector: sgremmer Action: DN DENIED Comment: Provide engineer letter for fooing changes along with special inspection reports for dowels at Grid Eand2 02/27/12 Inspector: sgremmer Action: DN DENIED Comment: Poor at your own risk plans from engineer on footing change at grid E and 2 did not have a stamp. Bring lefter with stamp to TOV. Dowels ok per SI report. Item: 504 PW-Retainin Wa�l Layout Item: 502 PW-Rough �riveway Grade Item: 20 BLDG-Foundation/Steel 12/27/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: see plans for areas completed ok per SI report Item: 21 PLAN-ILC Foundation Plan Item: 410 Special Inspect-progress rept Item: 22 PLAN-ILC FRAMfNG Item: 30 BLDG-Framing Item: 50 BLDG-Insulation Item: 60 BLDG-Sheetrock Nail Item: 70 BLDG-Misc. 01/05/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: penmiter drain for the south wall 02/13/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Temp power Item: 535 DIA-30 DAY REtVIINDER Item: 536 DIA-SITE/LANDSCAPING Item: 533 PLAN-TEMP. C/O Item: 420 Spe�cial Ins��pect-final rept Item: 503 PW-Final �riveway Grade Item: 542 PLAN-FINAL Item: 543 PW FINAL REPT131 Run Id: 14171 �;� { Monroe & Newell J°B � ����� � , '%" Engineers, I[lC. SHEET NO. OF y;+�;,-- .. h '�,; CALCUTATED 9Y DATE � p � � i� 1' ''i '�y CHECKED BY DATE _ SCALE ' ._ ..........._. ..�......... ..:._.. .__:._. . ._::. .. _ .. . ..... .... �, - ___.. . ...�.. ...__.. ..__.. ...........__. .. . ..... ..... . .; . ... . . : . . , :� :. .. ...:.... ._. _.. I : ,� ......... . �............... �. ... :. � :. __. ._ _....... . � _. � _.. _ _.. � ..,.. � �d��c,��,,;_„ _ _ _ _ ���"����.�;_ , ._ :. _'_ ___ �, ... .� , � _ �- __ _: � � ,, _ _ °�-.,.� ,�.� � � �,:� � � _ _ _ _ __ . '��.-�-o�� _ ���� � _ _ �.-.� �� _ � , ; �''-�� � : R-�_��� � : __ _ _ , _ . _ .-z- ' ���� ' __.. . ' .�� ' _ ..._ � ,_� _ _. .. : __ __ _ __ _ :_ _ _ ___ _ ..Mq _ : _ 2�� . _r� `��` ��_ . _. . ...... . ;...��.: L�.�..�-- _��-.-' 4 _ . . �� �.�-'�'" _ _ ; _ _ __ _ _ �`� ��` �_ _ �- —� . . . . ., __ ._ _. . . : .. _ _. �,��. ._ � _ _ _ __ � �:- ����,s . . ..... . _ .. .. . .. ... ... . . : �P $,�i T� _ �:�.�� _. _ . . .. . .._ �,r• t,, .. ' _ ,. ._.. ; ��� 257�9 � . 7 .•• . _ � . _ _.__ .. ...; ... ; . �� _ _ apcau-T z�a;sawu snen�;2ae.,cv:ccem Department of Community Development 75 South Frontage Road TQWN OF VAIL' I vai�, �o s�ss� � I Tel: 970-479-2128 ,. www.vailgov.com J Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. _ _ _.___ _ ___ _ ____ __ __. _____ _____ _ --------- __----- _____. _ _____ _ __-- Permit#(s)information applies to: Attention: (✓) Revisions ' B10-0390 O Response to Correction Letter attached copy of correction letter ' ; ( ) Deferred Submittal ' � ( )Other ' ._ .,.. . �._...� ��....__�._M,..�_ _.__�.....w_____..._. _._._ ---- __ ______ _ _- _ �Project Street Address: � 45 Forest Road ,(Number) (Street) Suite# ------ --------------- ( ) _ ------------ __ - .__ , Building/Complex Name: Forest International Description/List of Changes: Structural modifications to foundation pian required ; ,--- ,: -_ --_:__ -__ ,_. _ _ ., Contractor Information l to for new foundation interface with existing foundation , �Business Name: �� L. Viele Construction � conditions. ' 1000 S. Frontage Road, Suite 202 � � Business Address: � �I City Vail State: C� Zip: $1657 � � Contact Name: Tony Faulhaber 'Contact Phone: 970-471-5467 (use additional sheet if necessary) ; i � ._ _ Contact MaiL• tony@vieleconstru tion.com i Revised ADDITIONAL Valuations(Labor&Materials) I �(DO NOT include original valuation) ' i !X �Building: $ � ,'Owner/O ' e Signature(Require �Plumbing: $ ! �Applicant Information � � f ; Electrical: $ '� I;Applicant Name: i , � �Mechanical: $ ' Applicant Phone: �Total: $ � !Applicant E-Mail: � For Office Use Only: Fee Pdid: Date Received: Received From: j� � VI�` 7 Cash Check# �!��I �� � ��—�-� �-} `V/ �-� cc: Visa /MC Last 4 CC # exp. date: ;';�!,'', FEB �� ����� Auth # � ,. � ,,., TOVUl� O� VAIL oi-o�c-i i � - ���— c� ��� Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell February 16, 2��2 Engineers, Inc. Victor Mark Donaldson Architects PO Box 5300 Avon, CO 81620 Attn. Mr. Chris Juergens Re: Remodel of Residence at 45 Forest Road, Vail, Eagle County, Colorado (M&N #8281) Gentlemen: Monroe & Newell Engineers, Inc. conducted a site visit at 45 Forest Road in Vail on February 15, 2012. The purpose of our site visit was to observe existing structural foundation conditions and to determine, how the existing conditions can be incorporated into the structural foundation requirements for the renovation of the building. We noted the following: 1. The existing foundation at the north/west and the north/east corners includes a diamond shaped concrete pier that supports a triangular steel column frame. The diamond shaped piers shall remain in place and the foundation plan has been adjusted to take the existing conditions into account. A partial foundation plan S1.1A is attached for both the north/east and north/west corners. 2. Existing soils near the north/east building corner had to be removed to approximately 30 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the , � ;;,, '- � 1F � � Colorado - � i A��m�o�e�,o,r�,eAme„�a���=.,��eo,A.��„e«= ; FEB � � ��12 I Platinum Sponsor i I, i ; ,sco„se�����evea« � .._/� w����� .monroe-newell.com ��JWN OF V �� 70 Benchmark Road . Suite 204 . Y.O. Box 1597 • Avon, Colorado 81620 Y �{_ � (970) 949-7768 • FAX (970) 949-4054 • email: avon@monroe-newell.com new wall shall be epoxy-doweled into the existing footing and wall as I! noted in the construction documents. �' 3. Existing soils near the north/west building corner had to be removed to approximately 18 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the new wall shall be epoxy-doweled into the existing footing and wall as noted in the construction documents. 4. The contractor has requested to keep the existing north foundation wall in place and to install new concrete foundation piers on the exterior of the existing wall. New footings shall be epoxy-doweled to the existing footings. See the attached revised foundation plan S1.1A and sheet S3.3. If any questions remain, please call. �����"��.r,i\` Very truly yours, �� � .v�y����� �t �-��� MONROE & NEWELL GINEERS, INC. �', � � � '��, - �a ,<,, e�.:� , � � �,_� ���.�� �'� �aL E``�' i,� annes Spaeh, P.E. ��"� �,°�'.����'�,..��'�`f�� Principal -�°��` Monroe&Newell Engineers,Inc. 2 Lot 45 Forest Road February 20,2012 (M&N#8281) Department of Community Development 75 South Frontage Road TOWN OF UAIL � va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Fieid Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: ( ) Revisions -�-� (� ( ) Response to Correction Letter ��`> � � � � LLC� attached copy of correction letter , ( ) Deferred Submittal ¢�Other / ` Project Street Address: "�LL1— ` (Number) (Street) (Suite#) Description/List of Changes: Building/Complex Name: Contractor Information Business Name: ���) �� ����G�..�p� Business Address: (��d ] , 1--,n������d � City State:�Zip: Contact Name: �^ i.� � 9�n )` ��/`�� (use additional sheet if necessary) Contact Phone: ��� � Revised ADDITIONAL Valuations (Labor&Materials) Contact E-M il: O NOT include original valuation) X Building: $ Owner/Owner's pre ignature(Required) Plumbing: $ Applica�t In ion Electrical: $ Applicant Name: Mechanical: $ Applicant Phone: Total: $ Applicant E-MaiL For Of}ice Use Only: Date Received: Fee Paid: � 2 Received From: � a---- � �� Cash Check # �� �- � , ;-,- ° �_ II, , ; � i ; ���; � i CC: Visa / MC Last 4 CC # exp. date: ;� � Auth # � ,. ' , F�t3 1 � Z�1Z ��������. ;�_ ��WN OF VAiL ------------_ o�-o�c->> �r�ww��-� �k j3to -43�4 February 10, 2012 Subject: 45 Forest Road Improvements, Proposed Foundation Subgrade Observations, Vail, Colorado. Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc 1000 South Frontage Road West, Suite#202 Vail, Colorado 81657 Attn: Mr. Tony Fauihaber, As requested, a representative of GROUND visited the project on this date to observe the condition of the foundation subgrade for one of the proposed additions to 45 Forest Road. Structural plans dated 10/28/2011 by Monroe and Newell Engineers, Inc. and Soils Report No. 110317A by HP Geotech, Inc. dated October 27, 2010 were used as the design criteria. HP's report references a maximum soil design pressure of 2,500 psf. We understand that additional observations and letters will be required for each subsequent addition. We observed the new footing excavation located at approximately gridlines D.0-D.8/1.0 and D.8/1.0-2.0 (on the far northwest end of the residence, downhill side) on February 10, 2012. The foundation excavation had been cut in one level approximately 7 to 10 feet below existing surface grades. The soils generally consisted of light to medium brown, silty, clayey sands and gravels with cobbles that were similar to those described in the aforementioned HP Geotech Soils Report. At the time of our visit, the soils appeared moist, dense, and unyielding under moderate construction equipment loads. A very moist area was observed at the south end of the excavation near the existing footer where snowmelt water from the plastic covering had entered. The foundation grade should be allowed to dry prior to the placement of concrete. Precautions should be taken to keep the bearing soils dry. We observed Edwards Excavation utilize a jumping jack to compact the foundation subgrade. Based on our observations of the completed foundation excavation at the previously described location, the soil types and condition of the subgrade appears to be generally consistent with soils capable of providing an allowable bearing capacity of approximately 2,500 psf and in general accordance with the project documents. We did not verify bearing elevations or excavation depths as part of our observations. If you have any questions, please feel free to contact this office. p��.UCF�, �v��AL1�4CE R•��� Sincerely, :� CJ •U 45426 oc GROUND Engineering Consultants, Inc. • • .�n �,� ��-/D-ZGIZ�� c� ' '� ���e N�♦ �'j�A, Jon Noble Reviewed by Scott Richards, P.E. Rourtn ENGINEERING CONSULT(�NTS INC. PO Box 46�,101.4 Airpark I?ri�e#9,G}'psum,CO 81637 Phone(470)534-0720 Faa(970)52a-072I H���v.groundeng.com O,(ficr Locations: Enslewood . Commerce City . Loveland . Granb} . Gypsum . Grand Junction Department of Community Development 75 South Frontage Road TOWN OF VAIL ` vai�, �o s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM ' Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: (�) Revisions 610-0390 ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other ------------- � Project Street Address: 45 Forest Road Number ( ) (Street) (Suite#) , Forest International Residence Description/List of Changes: Building/Complex Name: changes to structural steel Contractor Information changes to exterior finish materials Business Name: �• L. Viele Construction changes to exterior windows and doors Business Address: 1000 S. Frontage, Suite 202 changes to roof shapes City Vail State: CO Zip: 81657 Contact Name: Tony Faulhaber Contact Phone: 970-471-5467 (use additional sheet if necessary) tony@vieleconstruction.c m Revised ADDITIONAL Valuations(Labor&Materials) Contact E- ail: (DO NOT include original valuation) Building: $135,000.00 Owner/Own s Represen ignature(Required) Plumbing: $� Applicant Information 0 Electrical: $ Applicant Name: $55,000.00 Mechanical: Applicant Phone: $190,000.00 Total: Applicant E-Mail: For Office Use Only: Fee Paid: Date Received: Received From: � ���� Cash Check # D L5 U cc: Visa / MC Last 4 CC # exp. date: DEC 2 % 2011 Auth # TOWN OF VAiL o�-o�c-i i Department of Community Development 75 South Frontage Road TOWN OF VAIL' va�i, co$iss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM ' Revision Submittals: I 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: O Revisions B10-0390 ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: 45 Forest Road (Number) (Street) (Suite#) -� Forest International Residence Description/List of Changes: Building/Complex Name: Open hole soils observation report for garage Contractor Information foundation addition. Business Name: J. L. Viele Construction Business Address: 1000 S. Frontage, Suite 202 City Vail State: CO Zip: 81657 Contact Name: Tony Faulhaber Contact Phone: 970-471-5467 (use additional sheet if necessary) ton vieleCOnstruCtion.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: y@ (DO NOT include original valuation) X " Building: $ O er/O r's entative Signature equired) Plumbing: $ Applicant Information Electrical: �� $ Applicant Name: Mechanical: $ Applicant Phone: Total: $ Applicant E-Mail: For Office Use Only: Fee Paid: Date Received: Received From: � � � � M � Cash Check # D CC: Visa / MC Last 4 CC # exp. date: Q�4 2 % zQ�� Auth # TOW� d� ���!_ oi-o�c-i i ��—���� December 21St, 2011 Job Name: 45 Forest Road, Materials Testing and Speciai Inspection Services, Vail, � Colorado. ' Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc 1000 South Frontage Road West, Suite#202 Vail, Colorado 81657 Attn: Mr. Tony Fauihaber As requested, a representative of GROUND visited the project on December 19�', 2011 to observe the condition of the foundation subgrade for one of the proposed additions to 45 Forest Road focated in Vail, Colorado. We understand additional observations and letters will be required for each subsequent addition. Structural plans dated 10/28/2011 by Monroe and Neweil Engineers, Inc. and Soils Report No. 110317A by HP Geotech, Inc. dated October 27, 2010 were provided as the design criteria and reference a maximum soil design pressure of 2,500 psf. The observed addition will be a one story wood frame structure with a crawl space. The excavation was cut in multiple levels up to 18 feet from adjacent ground levels. We observed that the foundation subgrade soils located 9 feet south of gridlines A.0 / 1.0 to 2.8, generally consisted of undisturbed, native, light brown silty, clayey sands with cobbles that were similar to the soils reported in the HP Geotech report, referenced above. At the time of our visit, the soils appeared moist, dense, and unyielding under moderate construction equipment loads. We observed the excavation contractor compact the foundation subgrade with a walk-behind sheepsfoot roller during our site visit. Based on our observations of the completed foundation excavation at the above locations, the soil types and condition of the subgrade appears to be generally consistent with soils capable of providing an allowable bearing capacity of approximately 2,500 psf and in general accordance with the project documentations. We did not verify bearing elevations or excavation depths as part of our observations. If you have any questions, please feel free to contact this office. �0 �CF �P,......,.y�, a,,.P�,►�c�R�.- Sincerely, � GROUND Engineering Consultants, Inc. �� 4r�� p: • �. .�, /� �. «'Z��Z��l�:�i C�-�l�'� • : �ior�a�.��� � Chris Hutto, CET Reviewed by Sco'l�ichards, P.E. �ROU�1[� ENGtNEERIN6 COWSULTRNTS INC PO Box 464.IOIA Airpark Dri��e�9.G,�psum,C(?S 16�7 Plxme(970)�2�-0720 ra��s�ay sz4-0"l21 ti�i,�roundeng.com O{f'ice Locations: EnJewood . Commerce City . Loveland . Granby . Cii�ps�un . Grand lunctian NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �ow�oFV�, � Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0390 Project #: PRJ10-0183 Job Address: 45 FOREST RD VAIL Status. . : ISSUED Location......: 45 FOREST ROAD Applied . . : 10/19/2010 Parcel No....: 210107113002 Issued. .. : 12/14/2011 Expires. ..: 03/10/2012 OWNER FOREST INTERNATIONAL LLC 10/19l2010 IN CARE OF NAME WEAR TRAVERS 8�PERKINS PC IN CARE OF NAME WEAR TRAVERS&PERKINS P VAIL CO 81657 CONTRACTOR J.L.VIELE CONSTRUCTION INC. 09/12/2011 Phone:970-4763082 1000 S FRONTAGE RD W#202 VAIL CO 81657 �icense:C000003254 APPLICANT MARK DONALDSON 10/19/2010 Phone: 970-949-5200 PO BOX 5300 AVON CO 81620 Description: ADDITION&REMODEL INCLUDING RELOCATING GARAGE Occupancy: R3 Single Family Residence Valuation: $5,000,000.00 Type Construction:VB Total Sq Ft Added: 6895 ...,.«.,,........�.«..........«..................................�„�.�......,,.... FEE SUMMARY ���,...�....�....,....................x.�.�.......a......,..,....,,..,..«.....»..., Building Permit Fee------> $20,208.75 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> 134,293.69 Plan Check--------------------> $13,135.69 Use Tax Fee---------------------> $99,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> 134,293.69 Investigation-----------------> $0.00 Recreation Fee-----------------> $1,034.25 Payments------------------------------> 134,293.69 Total Calculated Fees--------> 134,293.69 BALANCE DUE-----------------------> $0.00 ...............................................»..,.......,._............x......................,.....,,..........,._.+...................,,...,.,.,.....,,...........,..,........,.... 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 informatior 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. REQUES�S FOR INSPEC�ION SH B ADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:flQ PM. � �._..____.._;, ,-,.--:�.�._ — t, i � 7� _ ' �� ignature of r or Contractor ate � ......___..__.�. �b�.I� :,... Print Name b I d_a It_co n st ru ct i o n_pe rm it_041908 •�wwwrtw*www*w***�ff*f�**f�i�YxiwNwwwwwwwwfwwwwf**i���4f�l�f��wRf4kwwwwwwk�wwwwww#www#ww�wM**��#*****w**}f}#ew#wwwwwiwlwwwwwwwrt�rtrtww**f*k��**�f*��f��#�t*4*ff}/ff�xl�����wf�#�*wflNwxw APPROVALS Permit#: B10-0390 as of 12-14-2011 Status: ISSUED ....................................................................................,...,...,,........,x.,x..,�.......,,..........,........,.,.............,.........,................ Item: 05100 BUILDING DEPARTMENT 11/26/2010 Martin Action: CR Architectural Comments: Sheet A1.3 1. Clearly identify fuel type for fireplace in grand room. Sheet A3.1 1. How is stone veneer to be attached? Reference section R703.7 IRC 2. Guard detail shown is climbable therefor does not achieve the 36" height requirement 3. Please show compliance with section 1203.2.1 as amended by the Town of Vail for non vented roof ceiling spaces. Sheet A8.1 1. Include u values on window schedule per Town of Vail submittal requirements. Structural Comments: Sheet AS1 1. Plans reflect new retaining walis. Please provide structural details and cross reference on plans 2. Complete the special inspection form for soil engineer inspections Sheet AS2 1. Plans do not reflect design approved by public works per Chad Salli, Town of Vail Project Engineer. Provide justification for surcharge proposed on existing retaining walls. Sheet A3.1 1. Plans indicate a soils drainage system around the foundation. Provide plans and location for this drainage system. Sheet S2.1 Please have the owner and special inspection agency complete the special inspection agreement for permitting. 12/14/2010 Martin Action: AP Item: 05110 ELECTRICAL REVIEW 11/26/2010 Martin Action: COND Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Item: 05120 MECHANICAL REVIEW 11/26/2010 Martin Action: CR . Revise gas piping design to reflect the maximum 3\4" gas pipe to fire pit and the required automatic shutoff. See amended section 411.4 IFGC. 12/14/2010 Martin Action: AP Item: 05130 PLUMBING REVIEW 11/26/2010 Martin Action: AP b Id_a It_constru ctio n_perm it_041908 Item: 05400 PLANNING DEPARTMENT 12/10/2010 bgibson Action: AP plans routed to F-1 Item: 05600 FIRE DEPARTMENT 10/28/2010 McGee Action: AP Fire sprinkler plan shall be revised to avoid antifreeze. Revision of specifications and standards is required. 11/01/2010 McGee Action: CR MEP Submittal shows two fireplaces and one firepit with greater than 3/4 inch gas lines. Schedule of Gas Loads Summary does not indicate 30,000 BTU limitation on gas log sets for firep�aces on combustible framing or limitations on BTU output for inserts. 11/23/2010 McGee Action: AP Alarm and sprinkler base drawings are approved. 11/23/2010 McGee Action: NA Revisions to soils report. 12/09/2010 mcgee Action: AP Revisions to gas lines etc. received 12/7/2010 approved. Item: 05500 PUBLIC WORKS 12/14/2010 cs Action: DN applicant to submit design parameters/factor of safety for proposed retaining walls per conversation with Mark Donaldson 12/14 12/17/2010 cs Action: COND Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 04/15/2011 Is Action: DN Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 07/06/2011 Is Action: AP Submitted Staging Plan approved. Item: 05501 PUBLIC WORKS REVISION 09/09/2011 tk Action: AP Approved. Shoring plans and agreement in place. Item: 05101 BUILDING DEPT REVISION 12/14/2011 JRM Action: AP APPROVED FOOTING FOUNDATION REVISIONS. .....>».............................................,,..»,......«..,,....,.x,.....,..,.,.....,....,,.................,,.,,......�,..,.,.....>,,.................................,........ See the Conditions section of this Document for any that may apply. bld_a It_construction_permit_041908 ..................................................................,,.......»..»..,,.........,...��,»,.....,,,..,..............,.............,......,,...,.............,.............,.. CONDITIONS OF APPROVAL Permit#: 610-0390 as of 12-14-2011 Status: ISSUED .............................................................................>.�.,...,,.......�..,,..,.:,.,.....,..,.,............,.....,,,..,...,.,....,..,..,...................... Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: CON0011865 Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Cond: CON0011866 Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. b Id_a It_co nstruction_perm it_041908 ***+*************************************************�****************************+********* TOWN OF VAIL, COLORADO Statement *****************�********+*************************************************++************** Statement Number: R110001773 Amount: $110. 00 12/14/201103:38 PM Payment Method: Check Init: LC Notation: #1038 / JL VIELE ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 134, 293.69 This Payment: $110.00 Total ALL Pmts: 134,293.69 Balance: $0.00 ***********************+******************��********�********�*�*********************�****** ACCOUNT ITEM UST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- Department of Community Development 75 South Frontage Road TOWN OF VAIL` va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: (�) Revisions 610-0390 P�� `J— � t�� ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: 45 Forest Road _ _ (Number) (Street) _ __ _ __..- --__ _ __ (Suite#) Forest International, LLC Description/List of Changes: Building/Complex Name: changes to the concrete foundation and footings Contractor Information 2 �� ��---��-�� Business Name: �� L.Viele Construction Business Address: 1000 S. Frontage Road, Suite 202 City Vail State: C� Zip: $1657 Contact Name: Tony Faulhaber Contact Phone: 970-471-5467 (use additional sheet if necessary) tony vieleconstr ' n.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E- ail: (DO NOT include original valuation) — Building: $ Owner/O ner's Re _ ive Signature(Required) Plumbing: $ Applicant Information Electrical: $ Applicant Name: Mechanical: $, Applicant Phone: Total: $ Applicant E-Mail: For Office Use Only: Fee Paid: Date Received: Received From: - -- �._ . Cash CheCk # � �r� � � �" r' !� CC: Visa / MC Last 4 CC # exp. date: � A�tn # NOV 2 a 2011 '� � � � �..�._ oi-o��->> NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �ow�oFV�, � Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0390 Project #: PRJ10-0183 Job Address: 45 FOREST RD VAIL Status. . : ISSUED Location......: 45 FOREST ROAD Applied . . : 10/19/2010 Parcel No....: 210107113002 Issued... : 09/12/2011 Expires. ..: 03/10/2012 OWNER FOREST INTERNATIONAL LLC 10/19/2010 IN CARE OF NAME WEAR TRAVERS&PERKINS PC IN CARE OF NAME WEAR TRAVERS&PERKINS P VAIL CO 81657 CONTRACTOR J.L.VIELE CONSTRUCTION INC. 09/12/2011 Phone: 970-476-3082 1000 S FRONTAGE RD W#202 VAIL CO 81657 License:C000003254 APPLICANT MARK DONALDSON 10/19/2010 Phone: 970-949-5200 PO BOX 5300 AVON CO 81620 Description: ADDITION&REMODEL INCLUDING RELOCATING GARAGE Occupancy: R3 Single Family Residence Valuation: $5,000,000.00 Type Construction:VB Total Sq Ft Added: 6895 «.....................,,,,....x...,..........�,..........,.,,..,.......,........... FEE SUMMARY .........._,,......,........,,.......«,..«.,..,,............,...,,...........,... Building Permit Fee------> $20,208.75 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> 134,183.69 Plan Check--------------------> $13,135.69 Use Tax Fee---------------------> $99,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> 134,183.69 Investigation-----------------> $0.00 Recreation Fee-----------------> $1,034.25 Payments------------------------------> 134,183.69 Total Calculated Fees--------> 134,183.69 BALANCE DUE-----------------------> $0.00 ♦tix!#rtf rt�#�kf#4YfttrwkR�R#4rt1`#AkktrYrrtrtYeYe�kiif*1�1`RA4���krtrtYetrtrft*#f+trt�h#YY`htrtr#RRR1�1(ffirNh�khfr�,F�,FrtfiH�t�4i(i(Y`ffYrYewYefriFfrYrYeYfiF�Ff*I�f1`f�kM'�kY`rt�kk#w*t(f1`#4fM'�khtrrtR�k}�1`f#*4�.Fi(fffYrYeYr*1`1`Rfii(**ff#41�ww***#ffk�kfrYrYr9xXxw 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 informatior 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 F R INSPECTION S ALL B DE NTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4: PM. � /�� 11 ignat of O er tractor Dat Print Name bld_alt_construction_perm it_041908 +..•w.w..�xx��.�+�+�•w...+xw•�++�+�x+��.+•�..x.�+>+�x���w.x.rx��xxwxw:�..+•..�f��x��++�•+��r++wx+�:�www+w•.x.+��x�:eww+�xxxx���w.��xxww�x��ww.wxxxx:���w.w+.x�������+xw•x+��+•�w�.xx� APPROVALS Permit#: B10-0390 as of 09-12-2011 Status: ISSUED .............................�,.....,......,,.,..,...,...............,....,.................,....>.....,.,......,............�....,....,,,....,..,......,.....,..,,,.....,...........x. Item: 05100 BUILDING DEPARTMENT 11/26/2010 Martin Action: CR Architectural Comments: Sheet A1.3 1. Clearly identify fuel type for fireplace in grand room. Sheet A3.1 1. How is stone veneer to be attached? Reference section R703.7 IRC 2. Guard detail shown is climbable therefor does not achieve the 36" height requirement 3. Please show compliance with section 1203.2.1 as amended by the Town of Vail for non vented roof ceiling spaces. Sheet A8.1 1. Include u values on window schedule per Town of Vail submittal requirements. Structural Comments: Sheet AS1 1. Plans reflect new retaining walls. Please provide structural details and cross reference on plans 2. Complete the special inspection form for soil engineer inspections Sheet AS2 1. Plans do not reflect design approved by public works per Chad Salli, Town of Vail Project Engineer. Provide justification for surcharge proposed on existing retaining walis. Sheet A3.1 1. Plans indicate a soils drainage system around the foundation. Provide plans and location for this drainage system. Sheet S2.1 Please have the owner and special inspection agency complete the speciai inspection agreement for permitting. 12/14/2010 Martin Action: AP �tem: 05110 ELECTRICAL REVIEW 11/26/2010 Martin Action: COND Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Item: 05120 MECHANICAL REVIEW 11/26/2010 Martin Action: CR . Revise gas piping design to reflect the maximum 3\4" gas pipe to fire pit and the required automatic shutoff. See amended section 411.4 IFGC. 12/14/2010 Martin Action: AP Item: 05130 PLUMBING REVIEW 11/26/2010 Martin Action: AP bld_a It_construction_permit_041908 Item: 05400 PLANNING DEPARTMENT 12/10/2010 bgibson Action: AP plans routed to F-1 Item: 05600 FIRE DEPARTMENT 10/28/2010 McGee Action: AP Fire sprinkler plan shall be revised to avoid antifreeze. Revision of specifications and standards is required. 11/01/2010 McGee Action: CR MEP Submittal shows two fireplaces and one firepit with greater than 3/4 inch gas lines. Schedule of Gas Loads Summary does not indicate 30,000 BTU limitation on gas log sets for fireplaces on combustible framing or limitations on BTU output for inserts. 11/23/2010 McGee Action: AP Alarm and sprinkler base drawings are approved. 11/23/2010 McGee Action: NA Revisions to soils report. 12/09/2010 mcgee Action: AP Revisions to gas lines etc. received 12/7/2010 approved. Item: 05500 PUBLIC WORKS 12/14/2010 cs Action: DN applicant to submit design parameters/factor of safety for proposed retaining walls per conversation with Mark Donaldson 12/14 12/17/2010 cs Action: COND Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 04/15/2011 Is Action: DN Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 07/06/2011 Is Action: AP Submitted Staging Plan approved. Item: 05501 PUBLIC WORKS REVISION 09/09/2011 tk Action: AP Approved. Shoring plans and agreement in place. .......................................................>..,............<..x..,,,.........,.....,......�..........>.....>.,....,,,..............,.,........................,.......... See the Conditions section of this Document for any that may apply. bld_a It_con stru ctio n_perm it_041908 _ . ........................................................................................»......................,......,....,.,........,.......>..,.,........,..,..,.x,.,......,...,.. CONDITIONS OF APPROVAL Permit#: 610-0390 as of 09-12-2011 Status: ISSUED ..................................................................................................................................................................................... Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: CON0011865 Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Cond: CON0011866 Approva► is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. b Id_a It_co nstruction_perm it_041908 ***************************************+***********************************************++*+* TOWN OF VAIL, COLORADO Statement ************************************************+�************+*************************+*** Statement Number: R110000619 Amount: $1.00 06/08/201112 :25 PM Payment Method: Cash Init: LC Notation: CASH FROM TONY J. L. VIELE ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 134, 183 .69 This Payment: $1.00 Total ALL Pmts: $14, 001.00 Balance: 120, 182 .69 ***************************************************+*************�************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ WC 00100003112800 WILL CALL INSPECTION FEE 1.00 ----------------------------------------------------------------------------- ***********+*************************�********+*****************�*+************************* TOWN OF VAIL, COLORADO Statement *************************************+**********************+*********+**************+****+* Statement Number: R110000620 Amount: $1, 165.67 06/08/201112:26 PM Payment Method: Check Init: LC Notation: #195197 / LAND TITLE GUARANTEE CO FOR OWNER ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 134, 183 .69 This Payment: $1, 165.67 Total ALL Pmts: $15, 166.67 Balance: 119, 017.02 **********************************+********************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ RF 11100003112700 RECREATION FEES 1, 034.25 UT 11000003106000 USE TAX 4°s 127.42 WC 00100003112800 WILL CALL INSPECTION FEE 4 . 00 ----------------------------------------------------------------------------- . ***********************************************************�******************************** TOWN OF VAIL, COLORADO Statement **+***********++*********************++*************+**********************+*********++***** Statement Number: R110000621 Amount: $119, 017. 02 06/08/201112 :27 PM Payment Method: Check Init: LC Notation: #195198 / LAND TITLE GUARANTEE CO FOR OWNER ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 134, 183 .69 This Payment: $119, 017. 02 Total ALL Pmts: 134, 183 .69 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 19,344 .44 UT 11000003106000 USE TAX 4% 99,672 .58 ----------------------------------------------------------------------------- iY ��„^' . :., s� J' '.F .S � L -Y. . C 3�,.,� ; .-v ,.� �� I / fi +: �'.- _ 3�y '�� � S k S. i" �;�,.�f .S` y �_ , �� �,� > ; � ; -�� , : Depa:rtrnent of C�orri►nun� Deyelopmen� ; -.� ��.� s� �-- r ` �� � �` - 75 Sauth Frontage E2oac� �934 � � j ,I' tK'�a .. _. � i � �'���"r,i � S f i d3= �+,,, � — s�,'� �;.. V31�,-�oloraC�Q::��r3�t,��--� � � �,��� _ # - ' �� , `�, � ,� *�"�- }= �el 9�1J�-�.�`���2 ,�`,�y '? _ �� rA�. ;� L' � .a,.F rT t. .. y.. , ,�„a, >G �Y . ��.€� - +✓G'= '�"-,��� x '� :Fa�57A--��� �°24� � � �.{`. .,q �� � i y `� �:.�-'�.= 'y '�,7- �r .+'��,� 7' �,�.5[`�^^�,Q(�.� ` �/r��`;/{�'ry"r�]fS�i�}'.y]}�ti�' .3'` _ _ '� � �1:. µ � ., . � �J* �� .A. ;t� ,� � f,�;-Y.4L ,�Y�Y,��S�C]iL�Y s� �_. �'. � . �y � � � f: �- D,ev:e.`I opiri e n f�Re�seir���-�art�-tr�ai�-�� r �/�+ �Y ...:.�,� A . '4 . .. ��� ��� .�4 y ��.' �t,�Y�` ��✓��,; � , �'= -..1 fi - ��� . "� �y � rC aat��, Y; � ✓�-� �'�..t �'�Y'a`�'- "'"'_ _�.''�.'-�'+-a} '��+�j�f��'� i � �.aS= . ,. .. TRANSMITTAL FORM �- ��� Revision Submittals: 1. "Field SeY of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3_ Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. i ;Permit#(s)information applies to: Attention: (✓�evisions � . ( ) Response to�Correction Letter ; � ��O_. � �� �R0.T��� P�.�.7 attached copy of correction tetter � ; ( ) Deferred Submittal I ���`� F!�E ( ) Other i ; : 1 � E Project Street Address: t ; � Description 1 List of Changes: ; i� F���.cr /�,n,nn� ; � ; ' � s���� � �d�,�,Q S�T� ` ;(Numberj (Street) � � • ' i Building/Complex Name: i J�E-�"ZS R 51- A S°� A �. � �l• `1� ` . . , �., ___-� A 3 1 �G� 1 � � �.� G ,� . �g. /. _ �Contact Information_ ���,���� � �Company: � VI GT�2 IY�.ARK�Do��Ai A.So�J � �� � i i �Company Address: � ; � � � � ���ty: State: Zip: � � ; � ;Contact Name: � t � ; ;Contact Phone: � � ; 1 fi E-Mail ' : t i ` � , , i ; � � 1 I...�,...�___,�.. 3 , �Revised ADDITIONAL Valuations(Labor�Materials) � � ;(DO NOT include original va(uation) ` l i , ' ';Building: $ �(use additional sheet if necessary) ; -- _ , i---- - — _ __------__----......--__ ___.__._, ;Plumbing: � i � �j �'�n � ; i Date Received: � � � ' � � i Electrical: $ ! � � = pEC a r 2010 ' ;Mechanical: $ � � � ; � '� � 'Total: � ' � � � I � ���I'f'�� C�F i/A��.. �r�.� � � � � 0048 E BEAVER CREEK BLVD � � � QW SUITE 207 PO BOX 5300 AVON, CO 81620 970/949-5200 FAX 949-5205 WWW.VMDA.COM a � c �� 1 r E c r s MEMORANDUM TO: Town of Vail Building Department FROM: Chris Juergens /VMDA DATE: December 6, O10 RE: Plan Check Review Comments Building Department Plan Check Comments Reply Permit Application: B 10-0390 Project Address: 45 Forest Road, Vail Occupancy Group: R-3 Type of Construction VB Number of Stories: 2 The following updates have been incorporated into the Building Permit Plans for the above referenced project. Sheet which have been changed have been clouded with a #2 revision for clarity. Architectural: Sheet AS 1 1 . Site retaining walls shown / structural details referenced. Sheet AS2 1 . Site retaining wall and revised guardrail attachment shown. Sheet Al .3 1 . Grand Room fireplace fuel type is natural gas and is noted. 2. Outdoor fire pit has been called out. Sheet Al .4 1 . Non vented ceiling space compliance requirements shown. Sheets A3.1 1 . Guardrail revised. 2. Soils Foundation Drainage System to be prepared as a Deferred Submittal. No work on this area will commence until this has been submitted and approved by the Town of Vail. 3. Non Vented ceiling space compliance requirements shown. Sheet A6.1 1. Guardrail detail revised as shown on detail 1 and detail 2. Sheet A6.2 1 . Decorative shroud compliance. This fireplace is intended to be a natural gas fireplace. Sheet A6.3 1 . Stone veneer attachment shown on detail 6. Sheet A8.1 1 . Window's "U" value is shown. Structural: Sheet S3.5 1 . Structural Detail for South Retaining Wall shown. 2. Structural Detail for Retaining wall at the Lower Terrace shown. Mechanical: Sheets M1 .0 and Ml .1 1 . Gas piping Design has been revised to reflect maximum 3/4" pipe to fire pit, automatic shut off has been added. Electrical: 1 . Engineer of Record will approve heat tape design. Fire Department: Sheets M1 .0 and Ml .l 1 . Gas lines have been reduced to 3/4". 2. Gas Loads Summary has been revised to include 30,000 BTU limitations. Additionally, the following is included: Special Inspection Form to be filled out and completed upon final selection of General Contractor. The required special inspections form has been filied out by Structural Engineer and is attached. Please let us know if you need anything further in regards to this permit. Thank you for your time and consideration. Sincerely, C� �/'�`-7,� Chris Juer ens Principal VMDA ¢�,� c�� �.�.�� ��.,? ��c i -�. -�`�` . , �`�.3.. '� : �� s. ' "'r p�� �� � � :t �. � . �',, '�` ¢"�a � +`�` � � �i�. � e x�, � � �,,aa . � :�' �"x3�� .m. �. ' �k`�`� ��a-�''" � �"°� � � r: ��. s v 4 � t S h �` ; �: �� � �, s � �s °� � � � �,�� � � G n��r � �s �� � �.°; ��. � ��.� � �5���`-�v� :. �k��.�� � �.x"� ` � f ;��M'�� - �����`�� y f�'� a ��A�'��s �` �'�`�s-'}`�y�,��z°�` ��€� � ,� - � � ' � � �� Department 4f`Coriimunity:D���'lopmen ' � �` �� � ���.`� �� � �` ����� � ����x� ���5 South Frontage` �''�, � Y`' 'a�+4,.r'����� � $ . .��� `i�.r� 'sf4 a�' `� `°*,^ .v��.,y���p 4 9`�L�'j- �' �& 1` ap, � t�� ��� ., �,�� �' �` �� . ��� L Ya?'x "���� .. R'f����i.I ��QW r o 8 K I I� l�+:S�I�'�� �Y x � � +� • '1 . ¢.y . ,s a y �."g� _ g� � .r� •� �"•� .. � V k � � V �. �e � F' �5� � . ^w� �fi�- � � �" x`�,���§ �' �:-���'���4.: ��, ,�,.� x � �, .$ t j �`t��.k,„� :+.. t«t�� z� •r d!,.„ s'�T 'j' k`}.. ��` �"" ���?':� ��'5�,���'k ry.,r��� #���g'*" _° ,� �� �' �ri 4c ,� S As� p� �m ,v`� � n F ��:.� �i. . �� L y..d� a � DF. , x`�• ,�d �s a° ��. � .�`��f� �r TRANSM ITTAL FORM Revision Submittals: 1. "Field$et"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. �Permit#(s)information applies to: Attention: �mm�mmi�evisions � �--------� I � O Response to Correction Letter � � ��U �U � �� attached copy of correction letter 1 � eferred Submittal E �-i 1.6 " U ��,D ( ) ther � ; ; Project Street Address: � ��� �'��� Description/List of Changes: ; i (Number) (Street) (Suite#) I � �.—� � 1 Building/Complex Name: 1 �� I�.t.�� S L,�.4�o�-� 1 . � � �Contact Information: i Company: �l" '.��,, 5�,�l�t nl S VL Qi� (� CJ (� � ; ; �Company Address: �� � [���![�� (�,��,� ��� a��v �� � �City: HV�ri- State: � Zip: �/G�L�� ��— � �Contact Name��T���J ��� � ���C���-� � �Contact Phone: 1 '— �0� � � � C i r E-Mail ��'�, t/ G�. JC�! l�� ���� ► � � � 3 �Valuations(Labor&Material)) � € � ?Building: $ ; �Plumbing: $ (use additional sheet if necessary) � � __. . ._....... . _ __. _._........ _._......_. _..... __.._. . � E � Electrical: $ � �Date Received: �Mechanical: $ � I (� �/] (� j Total: $ � l.'�— �V' I'�— � �/ L'� � � D f_ _________ _ ___ _._� � _ _ _�_ _ ___._ ._ _ _ ._ _ _ __ ___ ___. NOV 0 5 201 TOWN OF VAIL 1-Sep-09 � ' ��� --v3�v � H� I le��l� i i I� P:1��I 3i,t ieur_rchniral, Inc. 7C�_'��t ,wu��i��a,� 1��} ������►\11I� �!lern� „d>pnn C;�,Inradu�>lh�i ['li,�ni: �)�ti.9�i-i9,Y�i HEPWORTH-PAWLAK GEOTECHNICAL I=,a�:�?;��.y:},.:.};q crn:3il� li���eo���h���eorecl�.cam SUBSURFACESTUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE REMODEL LOT 33, BLOCK 1,VAIL VILLAGE 1ST FILING 45 FOREST ROAD VAIL, CULORADO JOB NO. 110 317A OCOTBER 27,2010 PREPARED FOR: ALPINE MOUNTAIN BUILDERS ATTN: ULF LINDROTH P. O.BOX 69 EDWARDS, COLORADO 81632 � � � � � � D NOV 0 5 2010 TOWN OF VAIL i�.�rl;�r ,�i�;_�,-�1 �;i (�� o �, „�,, i - - -- , 1 i�.t� ��-,I�Ii�,,. � ��1_{��ii.����i_ s `���l�cfC�1n111C ��� � i ' � �_) U l�-�( �-� �� : TABLE OF CONTENTS PURPOSE AND SCOPE OF S1'iJDY............................ _ ............................................ - 1 PROI'OSED CONSTRUCTION...................................... .............- 1 - .............................. SITE CONDITIONS...................... .............................................................................-2- FIELD E3�PLORATION.................................................. ............. -2- ............................. SUBSURFACE CONDITIONS..................................................... _ . ............................. -3 FOUNDATION BEARING CONDITIONS................... ..................-q.- .......................... DESIGN RECOr�iMENDATIONS................................. ...........................-4- ................. FOUNDATIONS.................................................................. _ .................................. -4 FOUNDATTON AND RETAINiNG WALLS........................... _ _ .............................. 5 PLOORSLABS............................................................................. - 7- ......................... UNDERDRAIN SYSTEM...................................................................................... - 7- SITEGRADING....................................................................................................- 8 - SURFACEDRAINAGE..............................................................................:.......... - 8 - LIIVIITATIONS.......................................................................................................... - 9- FIGURE 1 -LOCATION 4F EXPLORATORY BORTNGS FIGURE 2- LOGS OF EXPLORATORY BORiNGS FIGURE 3 - LEGEND AND NOTES . FIGURE 4-SWELL-CONSOLIDATION TEST RESULTS FIGURE 5 - GRADATION TEST RESULTS TABLE 1- Sti�MMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsurface study for the proposed residence remodel at Lot 33,Block 1,Vail Village 1�`Filing, 45 Forest Raad, Vail, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the fovndation deszgn. The study was conducted in accordance with our proposal for geotechnical engineering services to Alpine Mountain Builders dated September 22, 2010. A field exploration program consisting of exploratory borings was conducted to obta.in information on tkxe subsurface conditions. Samples ofthe subsoils and bedrock obtained during the field exploration were testerl izm the laboratory to deternxine their classification, compressibility or swell and.other engineering characteristics. The results of the field exploratian and laboratory testing were an.alyzed to develop recommendations for foundation types, depths and allowable pressnres for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed remodel wi11 consist of demo and reconstruction of most of the exis#ing - residence. The builduzg footprint wi11 be in essentially the same location as the existing residence, see Figure 1. The building will be a two story wood frame structure over a walkouY basement level. The attached garage will be single story at the main floor level. Ground floors will be slab-on-grade. Grading for the structure could be relatively extensive due to the relatively steep slope across the lot. We assume relatively light to posszbly moderate foundation loadings, typical of fhe proposed type of constniction. If building loadings, location or grading pIans charige significantly from those described above, w�should be notifed to re-evaIuate the recomrnendations contained in this report. Job Ivo. 11a 3I7A � C��h � -2- STI'E CONDI'I'IONS The lot is occupied by the existing residence approximately as shown on Figure 1. The terrain is steep northerly facing hillside below Forest Road. Slope grades are estimated at about 40 to 60%. Elevation difference across the existing and proposed residence is about 30 feet and elevation difference across the lot is about 70 feet. The building area has undergone considerable grading far constructlon of the existing residence. The existing residence is a two story structure over a walkout basement level apparently founded vn shallow spread footings. There are tarracsd retaining wal]s along the down slope side ofthe residence. Vegetation consists primarily of moderately thick pine and aspen tress with some brush and landscape trees and plants. There aze residences on the adjacent lots and to the north. � FIELD EXPLORATIQN The field exp2oration for the project was wnducted on October 13, 2010. Two exploratory borings were drilled at the locations shawn on Figure 1 to evaluate the general subsurface conditions. The boring locations were limited to the existing driveway due the existing residence and steep hillside slope. The borings were advar►ced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils and bedrock were taken with 1'/s inch and 2 inch I.D. spoon � samplers. The samplers were driven into the subsoils and bedrock at various depths with blows from a 140 pound hammer fafling 30 inches. This test is sixniIar to the standard penetration test described by ASTM Method D-1586. The penetrtttion resis�ance values are an indication ofthe relative density or consistency of the subsails and t�ardness of the bedrock. Depths at wl�ich the samples were taken and the penetration resistance values are shown on the Logs of Explozatory Borings, Figure 2. The samples were returned to our laboratary for review by the pzoject engineer and testing. - Job No. 110 317A -��� � - 3 - SUBSURFACE CONDiTIONS Crraphic logs of the subsurface conditions encountered at the site are shown on Figu�re 2. The subsoils encountered below the dziveway pavement section and about 7�/Z to 8 feet of fill, consisted of silty and typically clayey sand with gravel and scattered cobbles that transitioned to sand and gravel with cobbles below deptbs of about I9 feet in Boring 2. The sand, and sand and gravel soils contained scattered boulders and was generally medium dense. Limestone bedrock was encountered below depths of about 20%to 32%z feet that extended down to the drilled depths of 26 and 36 feet. At Boring I,there was a . thin Iayer of stiff, sandy clay with shale fragments and an appazent shallow layez�of weathered.clay shale overlying the limestone in both borings. The fill ranged from medium dense silty clayey sand wzth gravel and cobbles in Boring 1 to loose screened . rock in Boring 2. Drilling in the coarse granuIaz.soils with auger equipment was . occasionally dif�icult due to the cobbles and boulders, and generally difficult in the limestone bedrock due to its cemented condition and drilling refusal was encountered in the bedrock. Laboratory testing performed on samples obtained from tkie borings included natural moisture content and density, gradation analyses, .p�tterberg]imi�s and unconfined compressive strength. Results of swell-consolidation testing performed on relatively undisturbed driye samples, presented on Figure 4, indicate the natural sand soils possess moderate compressibility under conditions of loading and wetting with a law hydro- compression potential and the sandy clay with shaie fragment soils have low compressbility. Results ofgradation analyses perfortned on a sma11 diameter drive sample(minus 1%z inch fraction) of the natural silty sand and gravel soiIs are shown on Figure 5. The laboratory testing is summaxized in Table 1. No free water was encountered in the borings at the time of drilling or when checked 1 day Iater. The subsoils and beclrock were slightly moist to moist. 1ob No. l 10 317A NC-�cPbecYl ' -4- FOUNDATION BEARING CONDITIQNS We expect the silty clayey sand with gravel soils will typically be exposed at excavation subgrade. Spread footings bearing on these soiIs shou�d be feasible for foundation support with some risk of settlement. The risk of settlement is primarily if the bearing soils become wetted and precautions should be taken to prevent wetting. Dz-illed piers en@-bearing in the limestone bedrock are a feasible foundation alternative and would provide a re]atively low risk of£oundation movement. � Pmvided below are recommendations for a spread footing�undation system if recommendations for dn�led pier foundatian are desired,we should be contacted. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratoty borings and the nature of the proposed construction,we recommend the buildi�ng be fi�unded with spread foatings bearing on the natural granular soils with some risk of settlement. Existing fill below foatuag areas will need to be removed to expose the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system I) Faotings placed on the undisturbed natwral granular soils should be desigrxed for an allowable bearing pressure of 2,500 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be up to about 1 inch. There could be some additional settlement if the sand bearing soils become wetted. The magnitude of the additional settlement would depend on the depth and extent of the wetting but naay be on the order of%z inch. �: Job No. 110 3 l7A ��h ' -5 2) The footings should have a minimum width of 18 inches�For continuous walts and 2 feet for isolated pads, 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 48 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be well reinforced top and bottom to span local anomalies and better withstand the effects af some difFerential setttement such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining struc�ures shouId also be designed to resist lateral earth pressures as discussed iun the "Foundation and Retaining � Walls" section ofthis report. � 5) All existiag fi11, topsoil, debris and any loose or dishtrbed soils should be removed and the f+ooting bearing level e�ctended doum to the firm natural gran.ular sozls. The exposed soils in footing area should then be moistened if needed and compacted. If water seepage is encountered, the foot�ing areas should be dewatered before concrete placement. � A representative of the geotechnical engineer should observe all footing excavations priar to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures up to about 12 feet tall which are laterally supported and can be expected to undergo on�y a slight amount of deflection should be designed for a lateral earth pressure coxnputed on the basis of an equivaient fluid unit weight of afi least 50 pcf for backfill consisting of the on-site granular soils. Cantilevered reta.ining structures up to about 12 feet tall which are separate from the buiiding and can be expected to deflect sufficientiy to mobilize the fizli active earth pressure conditian � should be designed for a laxeral earth presstu-e computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consis�ing of the on-site granular soils. The founda#ion wa1l and retaining structure backfill should not contain debris, vegetation, Job No. I 10 317A �HP _', � ' - 6- topsoil or oversized rocks. We shot�d be contacted if retaining walls over 12 feet high are proposed at the site. All foundation and retaining structwres should be designed for appropriate hydrostatic and surchaxge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommende� above assume dra,ir�ed conditions behind the walls and a horizontal backfilI surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the]ateral pressure imposed on a foundation wall or retainin structure. An un g derdra.in should be rovzded to revent h dr P ostatic ressure P Y p buildup behind walls. Backfill should be placed in uniform tifts and compacted to at Ieast 90%of the maximwm standazd Proctor density(SPD) at a moisture content near optimum Backfill in pavement and walkway areas should be compacted to at least 95% SPD. Care shauld be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the hackfill. Use o£a select granular ixnported ma#erial, such as aggregate base course, and increasing compactian to 100% SPD can be done to Izmit fii1 settleznents. � The lateral resistance of foundation or retaini.ng wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the:footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coef�xcient of friction of 0.45. Passive pressuxe of compacted backfili against the sides ofthe footings can be calculated Using an equivalent fluid unit weight of 350 pe� The coefficient of friction and passive pressure values recomxnended above assume ultimate soil strength. Suitable factors of safety should be included in the design to Iimit the strai�n which wi11 occur at the ultiznate strength, particularIy in the case of passive resistance. Fill placed against the sides of the faotings to resist laterat loads Job No. I 10 317A 'C�Ch � _ �_ . should be a relatively well graded granular material compacted to at least 95%of the maximum standazd�Proctor density at a moisture cantent near opti.mum FLOOR SLABS The natural on-site soils, exclusive oftopsoil, are suitable to support lightly loaded slab- on-grade construction. Bxisting fill below slab areas should be removed or evaluated for suitability at the time of construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and coluxnns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage crackin . The r uirements for 'oint g �! J spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inich layer of free-dxaining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50%retained on the No.4 sieve and less than 2% passing the No.200 sieve. All fill materials for support of floor slabs should be co�mpacted to at least 95%of maximum standard Proctor density at a moistuze content near optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil and oversized rocks,or a suitable granular ma.terial such as aggregate base course can be imported. UNDERDRAIN SYSTEM Although free water was not encountered during our exptoration, it has been our experience in mountaiunous areas that local perched groundwater can develop dwing times ofheary precipitation or seasonal iunoff. Frozen ground during spring runoffcarx also create a perched condition. We recornmend below-grade construction, such as retaining walls, crawlspace and basement areas,be protected frorn vcretting and hydrostatic pressure buildup by an underdrain system. Job No. 110 317A ��Ch Y . _ g' The drains should consist of drainpipe placed neaz the bottom of the wall backfill surrounded above the invert Ieve1 with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1%to a suitable gravity outlet. Freo-draining granulaz material used in the underdrain system should contain less t1�an 2%passing the No. 240 sieve, less than 50%passing the No. 4 sieve and have a maximum size of 2 inches. The dra.in gravel backfill should be at least 1 h feet deep. The unde�rdrain systexn should include at least 4 inches of free draini.ng gravel belaw the basement level floor slabs. SITE GRADING There could be a nsk of construction-induced slope instability at the site due to expected relatively extensive grading. We assume the cut depths for the basement level will not . exceed one level, about 10 to 12 feet. Fills should be limited to about 8 feet deep and not be placed on the steep downhill slope. Embankment fills should be compacted to at least QS%of the znaximum standard Proctor density neaz optimunn moistc�re content. Prior to fill placement,the subgrade shouid be carefully prepared by removing aIl vegetation and .topsoil a,nd compacting to at Ieast 95%ofthe maxiznum standard Proctor density. The fll should be benched ixato the portions of the hillside exceeding 20%grade. Pennanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. The risk of slope instability will be increased if seepage is encowntered in cuts and flatter slopes ma.y be necessary. If seepage is encountered in permanent cuts, an investigation should be conducted to deternvne if the seepage will adversely affect the cut stability. SURFACE DRAINAGE The following drauaage precautions should be observed during construction and main.tained at all times after the residence remodel has been campleted: rob No. 1 to 317A ,�� ' - 9- 2) Inundation of the foundadon excavations and underslab areas should be avoided during construction. 2} Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95%of the maximum standard Proctor density in pavement and slab areas and ta at least 90%of the maximum standard Proctor density in landscape areas. 3} The grounc3 siu�face surrowading the exterior of the building should be sIoped to drain away from the foundation in all direcrions. We recommend a minimum slape of 12 inches in the first 10 feet in un aved P areas and a minimum slope of 2� inches in the first 10 feet in paved areas. Free-draini.ug wa11 backfill sholtld be capped with about 2 feet of the on- site finer graded soils to reduce surface water infiltration. 4} Roof downspouts and drains should dzscharge well beyond the limits af all � backfill. � 5) Landscaping wiuch requires regular heavy irrigation should be located at least 5 feet from foundation wa1Ls. LIMITATIONS Tfus 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 - indica.ted on Figure 1,the proposed type of construction and our experience in the azea. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants {MOBC) developing in the future. If the client is concerned about MOBC, then a professzonal in this special field of practice should be � consulted. Our findings include inteipolatzon and extrapolation af the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until exca.vation is performed. If conditions Job No. 110 317A GecPtech ' - 10- encountered during oonstruction appear different from those described 'vn this report, we should be notified so that ra-evaluation of the recommendations nnay be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsble for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construdion to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH- LA,��'jA�HNICAL, INC. ♦�� 0 RE'G���i�� e'°�° y .•' • ��i � � . � �, ;pQ` GZ. : � ' David A. Young, P.�',��,� 2-216 ' � :�.��.�!//V�.�'� � Reviewed by: %�FS�+�ON���```�� „ y�+111 1 N� �V ���-•� /'� < Steven L. Pawlak, P.E. DAY/ks�v cc: Victoc-Mark Donaldson Architects-Chris Juergens (chrisj@vmda.com) Monroe & Newell Engineers - Hannes Spaeh (HSp1eh@monroe-newell.com) ------______ _ ___ ___ _ - --- -- --------------------— ---- _ __--—�..-�--+P--- Jo Nu. 1 I 0 3 I Z4 L-�cgtBCi'1 8230 , 8220 1 � LOT 32 8210 8190 �� � � / 8200 f � � � l I % �/ I ! � / I � � I I 1 1 I � I I + GARAGE EXISTING/ � 1 � PROPOSED � I � RESIDENCE � � i 45 FOREST ROAD f ` ' � � 80RING 1 i � � j � � DCISTING/ i � � PROPOSED � DRIVEINAY �1 � � � I � �� � 1 m � ! 1 � / BORING 2 � ,�/ � ` 1 a° � � i o � i � � LO7 33 �- BLOCK 1 � ti � o � / � 1' 1 � � � � I I ► � r I sounPioaR I 1 �� i � 1 � / j �1'1 �/ j � � �� / � ^ 8200 8190 81$0 / � i � � 8210 8230 �O LOT 34 APPROXlMATE SCALE 1" = 20' 110 317A �'�~�� LOCATION OF EXPLORATORY BORINGS �igure 1 H worth—Pawl�c Geotechnlcal BORlNG 1 BORING 2 ELEV.=8234' ELEV.= 8235' 8235 8235 8/12 21/12 � � 2112 8/12 8230 w�1 5.a ► 8230 5/12 28/12 ► 21/12 8225 8225 i 0/12 WC=7.7 Db=107 :'�. '��� 20/12 WC=7.1 8�Q DD=121 -20o=2A 8220 21/12 LL=22 WC=11.4 PI=2 � ';' DD=127 � � � u. 0 8215 ' ;, 8215 � � o 8/6,17/6 c,�u. w WC=14.0 N DD=i17 w -20Q=51 •q' UC=3500 a' 8210 ' g�,20� 821Q 130/12 �:: y�C=7.1 �� +4=32 � -200=24 q� PI=NP .� 820� �• 8205 o` 8200 �pp/3 8200 8195 8195 Note: Explanation of symbols is shown on Figure 3. H 110 317A ��'�eCr1 LOGS OF EXPLORATORY BORINGS Figure 2 Herwoari+Pwwwc G6oTecwmcai, � LEGEND: , DRIVEWAY PAVEMENT SEC710N;consisting of 2�'thick pavers on 2"of clean sand on 5 2 of concrete. � FiLL; man-placed silty clayey sand with gravef,scattered cobbles, medium dense, moist,brown and dark brown, some wood pieces. �� FILL; man-placed�'to 12'soreened rock, loose. � SAND(SM-SC);sifty,typicalfy clayey,graveily, scattered cobbfes and sma!!boulders, medium dense,moist, brown. � SAND AND GRAVEI.(SM-GM);with cobbles and smal!boulders,s31ty, medium dense,moist, brown/grey-brown. .. � SILT AND CLAY(ML-CL};sandy,scattered shale fragments, stiff,moist, brown. � lJMESTQNE BEDROCK;hard to very hard with depth,slightly moist to moist,grey to grey-brown.Overlain by shallow depth of w�thered clay-shale. � Relatively undisturbed drive sarnple;2-inch I.D. Califarnia liner sampie. r� � Drive sample;standard penetraiion test(SPI�, 1 3/8 inch I.D.split spoon sample,ASTM D-1586. 21�12 Drive sample blow count;indicates that 21 bfows of a 140 pound hammer falling 30 inches were reqtaired ta drive the California or SPT sampler 12 inches. � Depth boring caved when measured on October 14, 20i0. � Practical drilling tefusaf. NOTES: 1. Exploratory borings were drilled on October 13, 2010 with 4inch diameter continuous flight power auger. 2. E.ocatians of exploratory borings were measured approximateiy by taping from features shown on the site plar� provided. 3. Elevations of exploratory borings were obtained by inferpoiation between cantours shown on the site plan provided and checked by instrument level. 4. Tiie exploratory boring locations and elevations should be considered accxarate 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 or when checked 1 day later. Fluctuation in water level may occur with time. 7.Laboratory Testing Results: WC=Water Content(96) LL= Liquid Limit(%) DD = Dry Density(pc� PI = Plasticiry Index{%) +a = Percent retained on the No.4 sieve NP = Non-Plastic -200 = Percent Passing fVo.200 sieve UC = UnconfinerJ Compressive Strength (ps� H 110 317A �'� 17 LEGEND AND NOTES Figure 3 H�PwomT+Pawwc Geo��cHwc�u. Moisture Cor�tent= 7.7 percen# a Dry Density = 107 pcf Sample of: Silty Clayey SancE From: Boring 1 at 10 Feet 1 2 Compression upon ae 3 wetting c 0 .� �' 4 � a C� 5 6 7 o.i �.o �a i o0 APPLIED PRESSURE-ksf Moisture Conterrt= 14.0 percent Dry Density= 117 pcf Sample of: Sandy Claywith Shale Fragments From: Boring 1 at 20 Feet 0 � 0 1 .� � � a 0 2 V No movement upon 3 wetting a•1 1•Q 10 i 00 APPLIED PRESSURE- ksf 110 317A �@C� SWELL-CONSOLIDATION TEST RESULTS Figure 4 H worth—Pcwlak GeotschnEt�l e �' � �, � � � .-. � •• .�-. . .- � �. �'� :� „ �� � � : : . : . : �� —•----- _.. __..�._--- ����-.���.�����.��.C-�----- �����.���..��.���.����..��....����. ���..��.� .�������.��,.����.�.������ ������`�.��..��.����..... ...����.��� �.����..�����.��.����.��...����.�-� �.�.��� �,��.����..����...����.��� ���.������.���������...���.�.� ����.����������..������.�-� •, ��� �� � � ���� �.....�.....-� �.� ��.�����..��� ��..��� ��si����r������`���� �A� ���������a������������.����r� �������������i������������ ����������w��rr������r���wr�r���� �������������r�a..r������i�������r� ��������i�����r����r����.�w������ i..�w����i��������������w�����w����� ��������r�w��r������i������w����� :1 �1 �i�� ���� ���� �� ..n ����� �������������������i r���������� �������������r������r�������w �r�r������������r������ri������� ������������i�����i��rr� +w����� ��r��������������������+��r��� ���������������������.�� ����� ��������wr������������� w���� �������'w���w��������r�r� ������ � ����������������� ��-��o��������� 1 ����i� �������������r�w� ������ ��r��r�����������s��������+���� ������������������r�'����������� ������rr�����������.����������� ����w��������r�����������������w��� �������������r�r����������rrr� ���� ���r�������������rr�����w� ���� � ���������r������������..����� ���� •1 ���w�=�r�����������������r .1 �� �������� ������������ ��������r�.� ����� ��r��������������r��w���r����� �r��������s�������� �a���w���� ���������r����������nw��rr����� �����i������������������ ����� ����������������.�����r.� ������ ����r�����������.�����=�e����� � �������������������r ��a��� ���r��w�������������r�.�������r���r��� .1 1 r������r�������r���� �r�w������� ����������� ��������r����� ����� ��������������r�� �w������r�r.n�� ��������������������������������� �`���i���������'���r� ����������i����r������ f ���������������r������ �r�s�������.����r��-���� ����������I���alr�����r �-�������-l���r �� ����� ,� i� a�����������r����������1�� ���� ��r���������� ����������Y���11�r� ��������t-��������������� �����-��I�����s������ A`-��������'-A�������-��� rr��������������-��� ��`������I-���������Ir�i ��������������r�w��wi� ��������.����\�����`��s� ���������������������� 1 i��`������������� �w ��w����w��r� � ������ � �..��r��rr�����ww�� ���� �������.���i��������� ����`���r������������ �����r�������������A� ������������������r��� ������'�������5������ �������������������� ��r����������t������ r������������������� :� �������������������� ��s�������� � ������w������YYY`���� �1�11�-"���� � �f���������������� ���������r�����-���� ��'�����-`�����-��� ���r�����������i��l� �������������r������ ����������-r�r������ �������������������� �r���-��`����������r��� � �� ������������w' ���������� ���r���11 �������1�1��������/1����� �����������������r�� �r������i���������r�� �����w�w������������������rr��� ��������������w������a�������� ����r������iw��������������rr���r� �������r����.�����■��������rrr���r� �����ir����r���r����������������� ����fr��a���������������rr�������� 1 11 ������������r����������r����������� 11 11✓ 11 IIJ 1 1 1 � 1� .11 ' 1 It � • �LL����I�� � � �� � � � � � � ,� � � • . � � �� i• • � ' �.v =.�+ - . � . � - . - HEPWORTH-PAWIAK 6EOTECHNICAL, INC. ' TABLE 1 1ob No. 310317A SUMMARY OF LABORATORY TEST RESULTS ' SAMPLE LOCATION GRAOATION ATTERBERG UNtlTS NATURAL NA,�,�� UNCONFINED MOISTt1RE GRAVEL SAND PERCENT P��� COMPRESSIVE SOILOR BORIiVG DEPTH CONTENT DRY DENSfTY (%} i%, pA551NG NO. LIQIIID UMfT STRENGTf{ 206 SIEVE INDIX BEDROCK TYPE (�I I%) tP�fl I%) I�I IPSF) 1 31fz S.4 ��) Clayey Sand v�nth Gravel 10 7.7 107 Silty Cla.yey Sand 12�fi 7.1 121 24 22 2 Silty Clayey Sand with Gravel 15 11.4 127 Silty Clayey Sand with Gravel 20 14.4 117 51 3500 Sandy Clay with Shate Fragments 2 25 7.1 32 44 24 NP Silty S and Gravel ► _,.., . . ,. _. -- - _ ._ - � _ .. , . - "*''x� ��-,�, �, , ' � r ; , Department of C,ommunity D,evelopment�:'', ,� w�s >,-� � �� - '� � � � � - �r ,�� , ��� '�' � �, :-75 S��uth Frontage Ro�cf ,� � -� < , � � -� ` Vail, Gplorac�o�:,8�.65��� �s-��`��5.� -�-y. r�r� � �"' �1� �'� � � r `�'-�-, rT ei 9�(J-4�'� `�t"1��3��� b7 h ����- , F��`� � � r� .-. � r-sze.tx '�"��� tE� � .ty � � r, '� r �' � ;F�� � i s�'`'4�.� ' ' ��jC Yg�„�—����'�� �, �� � `_ :� � � ���``�t� Q;��� �'lVeb �;ww�v�' a�l�s%.i���ci��`, `= � �.A . '�r. ,3 £ �t`�'°r , L. �. ,r 4 '� r, �_ ��'�' `�' - ` � Developmenf�R�vtew;�bord-trtatu�� �. - r , �� . �f�y. ,� �`i` �;'.ys .� ��.�,.k : nl�+a�`� � rl.t'�-�TM:��� ; � �:_.' j q^..,' "-,{�N ���s }`�` � � ,',: !�;�y�,���.�'?� �.Z��'$k� -.L_...�._�,.��'�t.s,e;c�'w��.�s�� .:.x. � i TRANSM ITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. ;Permit#(s)information applies to: Attention: ( ) Revisions j � ��� ��� � O Response to Correction Letter 1 C � ^� '' attached copy of correction letter § C..�iJ���u`-' l 1 �eferred Submittal ther (Project Street Add s: � �� Description/List of Changes: ��- -�� �� �(Number) (Street) (Suite#) � , � i Building/Complex Name:�= - �'J�� � � � � ��5,}E F C lC � �Contact Informa i n: 1 � Company: ��,�` I�F�' N �YSTEMS SP � ��• � Company Address: � (�� ��-Z��:ICJ ' � T �� � G, • �' �a•� � � - 1 � (City: State:� Zip: �L!./ � ,�1� � ' `Contact Name: --�,� � Contact Phone: ��_��� E-Mail � �Pw'/�r �T L t IRevised ADDITIONAL Valuations(Labor 8�Materials) � �(DO NOT include original valuation) � I � ; 'Building: $ (use additional sheet if necessary �Plumbing: $ Date Received: j � z� T �Electrical: $ � ClJ � i i ����� ,l �.-, � ) (�� �Mechanical: $ D l!_�., �.l��� i I , i� ��/ L� � �Total: $ OCT 2 6 z��� �� TOWN OF VAIL O1-Jan-10 � Sy • ,*=�':��-^,�.;�,�--°c _�x.:.;< .._ .,..�. . ...._e-�. � ` f` , �.r �.. ��'� Department of Community Development ,� • � -�' ffi ��A�' 75 South Frontage Road �, ��=,� . t � �;� _. � Vail, Colorado 81657 . �:''� � � � Tel: 970-479-2128 ' � ��� Fax: 970-479-2452 � + 4��p�; !i t• �::;� `t�` Web: www.vailgov.com ������� . - . � - _ �evelopment Review Coordinator �,.•..,. .-- . . . II BUILDING PERMIT APPLICATION � Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. I Project Street Address: Office Use: (� '^ --�-..z— �T—�-�7 �1� Project#: _ 9 �C���V"C�f��_� (Number) (Street) (Suite#) DRB#: (J�L� �V --��7� Building/Complex Name: Building Permit#: ��/ � "' �_r3�1� Contractor Information: Lot#: Block# Subdivision: S v�VYb i Tte�i N�/ V I�p-� Company:���/ Company Address: �1 ��� ��19 1��'�. (i�t�� ,\1pDetailed Scope and Location of Work: City: �✓V f�, State:�Zip: � C�,�!T�'l���''�--C� �--1�,(�f jl Jv !() Contact Name: �.'��1`� �V�i��� S �i)(�J��t�J �, �C�/1/��C Contact Phone: � ,v` ��'�-f�,-- ��?("� �J� E-Mail �^�,l�^\ �v�^ ,c},�_ (use additional sheet if necessary) tC..LY!'� Work Class: Town of Vail Contractor Registration No.: ( ) New( ) Addition(�) Remodel( Repair( ) Other X Work Type � Contractor Signature(required) Interior( ) Exterior( ) Both( ) •f Property Information Type of Buil ing• Parcel#:�l�� � — �� I �^- � � °— '(� Q � Single-Family��Duplex( ) Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Commercial Other visit www.eaglecounty.us/patie) � ) � ) Tenant Name: Does a Fire Alarm Exist? Yes( ) No�(� Owner Name: �7]Q� �b : �� � Monitored Alarm? Yes� No( Does a Sprinkler System Exist? Yes( ) N:� Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances� 3 r� �C Gas Log� Wood/Pellet Wood Burning Building: $ L� #&Type of,proposed Fireplaces: Gas Appliances� Plumbing: $ �C�.����� Gas Log� Wood/Pellet Wood Burning Electrical: $ 1 � �, �(.�f� Date Received• Mechanical: (including fireplace) $ ���,�-�(�_ � � � � �n � v Total: $ 7 Ll� D OCT 18 2010 TOWN OF VAIL y_,o vNi Fu� e r.\�!^'+rl�, � '� ^�Q� \� �., �' FyF,��j ' , "��,� Vail Fire Department Asbestos Testing &Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's regu- lations. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testina reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One-and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units,and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and Vail-registered abate- ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: � Will not disturb more than the threshold limits identified above. �Tested negative, or at 1% or below (1 copies of test results included) � Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips&Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of�age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO3 81657. Town of Vail Contact: State of Colorado Contact: Fire Prevention Bureau Colorado Department of Public Health Vail Fire Department and Environment 75 S Frontage Rd Asbestos Compliance Assistance Group Fire_inspectors@vailgov.com 303-692-3158 970-479-2252 asbestos@state.co.us www.vailgov.com www.cdphe.state.co.us 15-May-10 Plan Submittal Requirements 1. Survey(sealed and dated by a Colorado licensed Land Surveyor): North arrow and scale. Property information: legal description, square footage and acres of lot, owner's name and mailing address. Adjacent property information: legal description, owner's name and mailing address. � Property lines, easements, right-of-way(s) (including bearings, distances and curve information). `�( Topography. i❑� Basis of bearings. � Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either direction from property. Site Plan 1"- 10'or larger scale and must be drawn at the same scale as topographic surveys. �C Lot size and buildable area (excludes red hazard avalanche, slopes greater than 40%, and floodplains). �y Property and setback lines, and existing and proposed easements. ,� Existing and proposed grades. All disturbed areas must be returned to a 2:1 grade or PE stamped details of slope protection and/or stable soils are required. � Existing and proposed layout of buildings and other structures including decks, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line. � All proposed roof ridge lines with proposed ridge elevations. Indicate existing (natural grade prior to construction of structure) and proposed grades shown underneath all roof lines. This will be used to calculate building height. � Proposed driveways: show driveway type, finished surface, heated or unheated, grade, percent slope, dimensions, turning radii, site distance, required parking spaces (9 x 18'enclosed spaces), spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. 0 4'wide unheated concrete pan at the edge of the driveway. �x� STI� �, �Locations of all utilities including meter pits, existing sources and proposed service lines from sources to the struc- �/tures. �\ Proposed surface drainage on- and off-site, including culverts. ❑ Proposed landscaping: All landscaping/vegetation, hardscape, heated areas, sight triangles, irrigation, lighting, water features, etc. s�`� �-(����-��.� � c ❑ Locations of wetlands or other critical areas. !J/{� ❑ Location of limits of disturbance fencing. � Names of all adjacent roadways. � Snow storage must be shown within property boundaries adjacent to driveway(30% of driveway area if unheated, 10% if heated). ❑ Proposed dumpster location and detail of enclosure. 3. Construction Staging Plan 'L(� (3�„'G j�,,���.���� �l �j ����� ❑ May be shown on site plan or cover sheet. ��T � � � ' ❑ Show locations for all staging, parking and materials storage. ❑ Tree preservation and erosion control measures. 4. Foundation Plan � Structural design specifications listed. ,� Fully dimensioned and sealed by a licensed engineer. � Locations and sizes of all footings and foundation walls. � Locations and sizes/rypes of all hold-downs, beams, posts and columns. � Locations and sizes of all openings, access and vents. � Copy soils report or assumed bearing capacity 5. Key Plan ❑ Fully dimensioned. ❑ Floor and room uses labeled. C:\cdev\forms\permits\building\residential_building�ermit_051510 6. Floor Plans �Floor plans, elevations and sections shall be drawn at not less than 1/8"- 1"scale and must be dimensioned. � Floor and room uses labeled. �Door and Window Schedule (locations, sizes, types and U values clearly identified). ❑ All mechanical equipment located. ❑ Existing and proposed plumbing fixtures. �Stairs and handrails identified. Provide a detail on the riser height and tread depth for stairs, and height for guards and handrails. ❑ Locations of smoke detectors. ��-�t--l� ��.�j i����U � �J���� �Differentiate existing from proposed construction. Identify locations and types of all fireplaces (wood burning, gas logs, etc). � Building type �Occupancy group 7. Framing Plan �rG Provide framing plans for floors, decks and roofs. �G Structural design specifications listed. ,�f Fully dimensioned and sealed by a licensed engineer. Locations and sizes of all framing components, including joists, beams and columns. Identify material types, grades and species. 8. Roof Plan �Fully dimensioned. ❑ Roof pitch. , � Roofing material identified (must be Class A, and asphalt shingles must be minimum 300 Ibs per square). . Elevations loor plans, elevations and sections shall be drawn at not less than 1/8" = 1'scale and must be dimensioned. orth, East, South and West elevations. ❑ Show all proposed exterior finish materials, handrails, windows, doors and finish grades. 10.Cross Sections and Details �Floor plans, elevations and sections shall be drawn at not less than 1/8" = 1'scale and must be dimensioned. /� Details must be drawn at a scale large enough to clearly illustrate the particular detail, with a minimum scale of 3/a" _ 1'. ��Provide whole-building cross sections showing roof, wall and floor assemblies and all building materials. ❑ Show roof and crawl space ventilation. -- �'-�'�� `T�`j � w,�M, r�-�.L% ��N��� ���,��. Ceiling heights in rooms and crawl space/basement areas. ���,��j �� ���� Detail weather barriers and insulation R values V�'� I''� �'.� ii. Mechanical Plans ❑ See Mechanical Permit 12. Electrical Plans ❑ See Electrical Permit 13. Plumbing Plans ❑ See Plumbing Permit C:\cdev\forms\perm its\buildinglresidential_building�ermit_051510 J Plan Format & Design Standards 1. Paper, Format&Scale ❑ All drawings must be original drawings in biack ink on white bond paper or photocopied reproductions. No highlighter please, as it copies/scans out. ❑ Diazzo (blueline) prints will not be accepted. ❑ Revisions must be clearly marked with clouds and notations identifying the change. ❑ All drawings must be clear, accurate, legible and high-contrast. Contrast must be sufficient to permit archival photo- graphic or digital reproduction. ❑ Drawings must be submitted on 11"x17" or larger size paper. 24"x36"is recommended for most projects. ❑ All sheets in a drawing set must be the same size and sequentially labeled and dated. o North arrow and the scale [standard architectural or engineering scales (1/4"=1', etc)]. ❑ Title block with project name, project address and legal description. 2. Professional Seal(s) ❑ Drawings and calculations prepared by a professional engineer/architect licensed to practice in the state of Colorado must be signed and sealed (originals not required) ❑ All structural plans, details and calculations to be prepared by a professional engineer licensed in the state of Colo- rado. Please note that in 2010, the Town of Vail will begin requiring digital copies of plan sets. We will post information to our website, www.vailgov.com, in the weeks preceding this new requirement. C:\cdev\forms\permits\building\residential_building�ermit_051510 DS Consulting, Inc. Asbestos Inspection and Sampling Report 45 Fo�°est Rd, Vail, Colorado 81657 Presented To: Mr. Mark Donaldson Victor Mark Donaldson Architects 0048 E Beaver Cr, Blvd Avon, CO 81620 Performed&Prepared By: Mr. Steve Shurtliff DS Consulting, Inc. PO Box 6864 Avon, CO 81620 (303) 378-1544 Project Details: Project Number: 2869 Conducted: October 7, 2010 EXECUTIVE SUMMARY On October 7, 2010, Mr. Steve Shurtliff with DS Consulting, Inc. (DSC) performed a limited asbestos inspection and performed asbestos bulk-sampling at 45 Forest Rd, Vail, Colorado, in order to identify potentially hazardous friable and non-friable asbestos-containing materials (ACM) within the above- referenced; single-family residence scheduled for renovations. The Colorado Department of Public Health and Environment's (CDPHE) Regulation 8, Part B defines an asbestos-containing material(ACM)as a material containing more than 1o/o asbestos. Mr. Shurtliff performed asbestos bulk-sampling of a single type of drywall (surfacing material) in a total of seven (7) locations throughout the residence as well as insulation (miscellaneous material) in a total of one (1) location within the residence. No other suspect asbestos-containing materials were found within the residence. All eight (8) bulk-samples were analyzed by Aerobiology Laboratory Associates, Inc. (NVLAP #200860-0) in Denver, Colorado with all eight(8) laboratory results reporting as negative for asbestos (see Appendix B for laboratory results). 2 PROJECT OVERVIEW I. Introduction A limited asbestos inspection and bulk-sampling for ACM was conducted at 45 Forest Rd, Vail, Colorado, by Mr. Shurtliff on October 7, 2010 at the request of Mr. Mark Donaldson with Victor Mark Donaldson Architects. Mr. Shurtliff is a Colorado State Certified Building Inspector; having EPA Accreditation #15413 (see Appendix B for certificate). The purpose of the inspection was to identify, sample and assess potentially hazardous friable and non-friable ACM within the residence and garage that may be impacted by upcoming renovations. II. Structural Design The structure is a wood-framed, multi-level, single-family residence with attached garage. III. Sampling and Analytical Procedures The inspection, assessment and sampling were conducted by an EPA and AHERA accredited Building Inspector qualified by experience, education and training in the recognition of potential ACM and approved bulk-sampling techniques. The asbestos bulk-sampling was conducted on suspect ACM with a limited number of bulk-samples being collected within the residence. The inspection, assessment and sampling were performed in accordance with Environmental Protection Agency/AHERA recommended procedures. These procedures call for the visual inspection of the area of concern and the collection and analysis of representative bulk-samples of suspect material. Some minor destructive sampling was conducted. Walls, columns and perimeter pipe chases were not broken into in order to locate and quantify suspect ACM. It should be noted that additional ACM might be located in these and other inaccessible areas. Random bulk-samples, representative of the suspect asbestos-containing building materials (ACBM) of each homogeneous area (HA), were collected according to the guidelines published as Environmental Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763. Representative sampling is based on the following criteria: 1. The distribution of the suspect material throughout the HA. 2. The suspect material's physical characteristics and application. 3. Random sampling patterns determined for each HA. Suspect materials sampled and analyzed should be considered to be representative of materials in each HA if they exhibit similar physical characteristics and the application of the sampled material can be correlated to the application of un-sampled material. Bulk-samples collected were analyzed utilizing the EPA's Method for the Determination of Asbestos in Bulk Buildina Materials (EPA 600/R/116, July, 1993) and the McCrone Research Institute's The Asbestos Particle Atlas as methods references. Analysis of the bulk-samples was performed on the "date reported," as listed in the bulk-sample analysis report. IV. Notes on Report Format Suspect materials alike in appearance and application were sampled as HAs. Suspect materials were divided into three classifications: 1. Surfacing Material: sprayed or troweled onto structural building member. 2. Thermal System insulation (TSI): any type of pipe,boiler,tank, or duct insulation. 3. Miscellaneous Material: other suspect materials, floor tile, sheet vinyl/linoleum, ceiling tiles, insulation, and finishing materials. Condition assessments were performed by the accredited inspector at the time of inspection. Condition assessments are listed in the following section. Ratings of "good," "damaged," and "significantly damaged" are meant to indicate the overall condition of the material. A material in "good" condition has no visible damage or deterioration, or showing only very limited damage or deterioration. A material in "damaged" condition has the following characteristics: The surface is crumbling, blistered, water-stained, gouged, marred or otherwise abraded over less than one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. A material in "significantly damaged" condition has one or more of the following characteristics: The surface is crumbling or blistered over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). One-tenth (one-quarter, if localized) of the material is hanging from the surface, deteriorated, or showing adhesive failure. Water stains, gouges, or mars are over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. Response-action recommendations for asbestos-containing HAs are listed in the section VII. Recommendations may be for more than one HA, if materials are alike. Recommendations are either "general" or "immediate." An immediate recommendation indicates the presence of asbestos greater than 1% within the bulk-sample, or a bulk-sample in the same HA, and should be addressed accordingly. A general recommendation indicates asbestos does not exist greater than 1% within the bulk-sample, or a bulk-sample in the same HA, and no further abatement activities are required for removal of the material. Any sample reporting a "TRACE" amount of asbestos must be considered to be positive for asbestos greater than 1%unless it is analyzed by the point-count method to be less than 1%. V. Inspector Comments No asbestos-containing material was identified during the bulk-sampling conducted at 45 Forest Rd, Vail, Colorado. A total of eight (8) bulk-samples were collected from drywall and insulation within the above- referenced residence. All eight(8) bulk-samples tested negative for asbestos. 4 VI. Homogeneous Area Descriptions The following section contains sampled HA descriptions and sample locations. Percent-asbestos content for each sample indicated can vary depending on sample locations, homogeneity of the materials, and type of application. The following samples were collected from the single family residence at 45 Forest Rd, Vail, Colorado, on October 7, 2010. The quantities are approximations and are subject to field verification: � � • . . � . . � � � � . . � . . � Sample#: DW01-01 Sample#: DWO1-02 Sample Description: Drywall Sample Description: Drywall Sample Location: Kitchen Pantry Wall Sample Location: Living Room Wall Material Classification: Surfacing Material Material Classifrcation: Surfacing Material Material Quantity: >S,OOOftz Material Quantity: >5,OOOftz Material Condition: Good Material Condition: Good Layers-Asbestos Content: Layers-Asbestos Content: White tape - Negative White tape- Negative White compound w/tan paint- Negative White compound w/tan paint- Negative White joint compound- Negative White joint compound- Negative Gra tan d all - Ne ative Gra tan d all - Ne ative Recommendations: GENERAL- See Section VII Recommendations: GENERAL-See Section VII � � • . . � . � � � � . . � . � Sample#: DW01-03 Sample#: DW01-04 Sample Description: Drywall Sample Description: Drywall Sample Location: Guest Bedroom Wall Sample Location: Laundry Room Wall Material Classification: Surfacing Material Material Classification: Surfacing Material Material Quantity: >S,OOOft2 Material Quantity: >5,OOOftz Material Condition: Good Material Condition: Good Layers-Asbestos Content: Layers-Asbestos Content: Tan paint w/white compound- Negative White joint compound - Negative White joint compound- Negative White tape- Negative White tape - Negative White compound w/tan paint- Negative Tan ra d all - Ne ative Tan ra d all - Ne ative Recommendations: GENERAL- See Section VII Recommendations: GENERAL -See Section VII 1 1 � . . � � . � 1 1 � . . � , . ' Sample#: DW01-05 Sample#: DW01-06 Sample Description: Drywall Sample Description: Drywall Sample Location: Sample Location: Material Classification: Surfacing Material Material Classification: Surfacing Material Material Quantity: >S,OOOftz Material Quantity: >S,OOOftz Material Condition: Good Material Condition: Good Layers-Asbestos Content: Layers-Asbestos Content: White compound w/tan paint- Negative White tape - Negative White tape - Negative White joint compound - Negative White joint compound- Negative White compound w/tan paint- Negative Gra tan d all - Ne ative Gra tan dr all - Ne ative Recommendations: GENERAL- See Section VII Recommendations: GENERAL - See Section VII � � • . . � . . 1 � � � . . � , . � Sample#: DW01-07 Sample#: INS01-01 Sample Description: Drywall Sample Description: Insulation Sample Location: Sample Location: Mud Room Wall Cavity Material Classification: Surfacing Material Material Classification: Miscellaneous Material Material Quantity: >S,OOOftz Material Quantity: Unknown Material Condition: Good Material Condition: Good Layers-Asbestos Content: Layers-Asbestos Content: White joint compound - Negative Yellow insulation w/multicolor debris - IVegative White tape - Negative White compound w/tan paint- Negative Gra tan d all - Ne ative Recommendations: GENERAL- See Section VII Recommendations: GENERAL -See Section VII VII. Recommendarions GENERAL: The laboratory results of the potential ACM sampled at 45 Forest Rd, Vail, Colorado, indicate that all eight (8) bulk-samples of drywall and insulation collected were reported as negative for asbestos. Therefore, no professional abatement activities are recommended to remove the above-referenced material. � APPENDIX A CERTIFICATION � _ . . . .. ; �_:. - �. �: ..�, ,� � � � � ��, ,� � ,� �, � ; ,. �- ,� j .: , � , _:� � � - , . , . .. .. , .. ._ , �a �. _ � . _ _ : ,-: , . x ,y"Y . �, " �° STATE OF COLORADO '��. .� � � ` �, �.; =:� ASBESTOS '�;. .? r � CERTIFICATION* ' �' ���/ � ��-�` �" �;:� �� :�' �`' 'R°`�� Colora�lo Lhhpanment of Pub6c Hcalth � ar.r''�� ?�„� and Environnxnt �<� E � _,,�t`_, Air Pollution Cunuol f)iv�sion �,.':�_ _;�;' �a ` lhiscerutic;that C� i ,��' t�F ^�� �� Steve S6urtliff � `r� �`' s . i � �., �' " v�� 3 � �� C'ertification�o:IW13 : ��� �:, .!8 ��\` �t , �; � � has mct the rryuircmrnts ol 25-?-i0?,t'.R.S.nnd:1ir(jualih�t'untrid �� j ti^' �' �'� y's � ? C'ommis,io�i Rcgula�wn Ko.R.P:�rl B.and is hcrrb)cci�tificd hy th� .='i �. �tatr of C'olu�ado in th�ti�llowmg disuphnr: � �� �..7 � �' �� 3 T � Buildin� Inspector* �,` .� � ' �� �. �ss�ra: a-►z.-zoio �. "�;. . �` ''':�", Espires oo: N12/2D11 `$ '" r ' ' � ' �-.� � 4�.�orucd�/�; �� �:�� yJ ;�.�, ��'•`., � �� '7lL.rnifiaarr u wId aelr sirA tiep�naaia�•/���i�eulNnii.w��pprv�N lni.iwF rwtu ,��',. e ' '- crrnfiram�w u�Mv bx pi,.e ywi%iN�Isrr. s �,__ y.:�'� � � ��. SEK � �: /:: -M T f _.� .... `"��` _.�, � ��;.s�'� �„� �a �:3 4� `' .,..'� '� '� � ..:' ,..`,i . :�� APPENDIX B LABORATORY ANALYSIS 7 �AERObIO�OC.��/ LAbORATORy -.�-� ASSOCIATES, INCORPORATED �` CONSULTING LABORATORY Certificate of Analysis 13949 W.Colfax Ave Suitc 205 Lakewood,CO 80401 303.232.3746 vwvw.aerobioloov net Client Name US Consutling,Inc. ���� Date Collected: 10/07/10 Street address 5366 Flatrock Ct. p Date Received: 10/08/10 City,State Z[P h4orrison,CO 804(i> �� Date Analyzed: 10/08/10 Attn: Steve Shurtliff NVLAP Lab Code 200860-0 Date Reported: 10/08/10 Client Project Name: �15 Frn�est Rd.V�iL CO Project ID: 107550 Job ID: Test Requested: 3002,Asbestos in Bulk Samples Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/116,July 1993. Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous Matrix Sam le Identification Physical Description of Sample; geneous of Fibers Material Material Client Lab Sam le Number Additional Comments es/no La ers% area% area% com osition 97% 107550-1A White Tape N 4, 10% Negative CELL 3 B 107550-1B White Compound w/Tan Paint N 4, 10% Negative 100 G,M DWO1-01 107550-1C White Joint Compound N 4,20% Negative ]00 G,M 25% 107550-1D Gray/Tan Drywall N 4,60% Negative CELL,FBG 75 G 97°/a 107550-2A White Tape N 4, 10% Negative CELL 3 B 107550-2B White Compound w/Tan Paint N 4,20% Negative 100 C,M DWO1-02 107550-2C White Joint Compound N 4,20% Negative 100 C,M 30% 107550-2D Gray/Tan Drywall N 4,50% Negative CELL,FBG 70 G 107550-3A Tan Paint w/White Compound N 4,7% Negative ]00 C,M DWO1-03 107550-3B White Joint Compound N 4,7°/o Negative 100 C,M .;% `_" _ G�j � � Adam Humphreys Laboratory Analyst ' � _ am ump reys Asbestos Laboratory Supervisor A=Amosite AC=Actinolite AN=Anthophyllite CHRY=Chrysotile CR=Crocidolite TR=Tremolite Trace=Less Than 1% Page 1 of 4 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.2323746 CELL=Cellulose MW=Mineral Wool FBG=Fiberglass SYN=Synthetic WO=Wollastonite NTR=Non-Asbestiform TR NAC=Non-Asbestifornt AC FT=Fibrous Talc AH=Animal Hair Q=Quartz C=Carbonates V=Vermiculite G=Gypsum M=Mica T=Tar P=Perlite O=Organic B=Binder OP=Opaques D=Diatoms � �AERObIO�OC�y LAbORATOR�/ �ASSOCIATES, INCORPORATED CONSULTING LABORATORY Certificate of Analysis 13949 W.Colfax Avc s���c 2os Lakewood,CO 80401 303.2323746 www.aerobioloqv.net Client Name DS Consutling,[nc. ���� � Date Collected: 10/07/10 Street address 5366 Flatrock Ct. p Date Received: 10/08/]0 City,State ZIP Morrison,CO 8046? � Date Analyzed: 10/O8/10 Attn: Steve Shurtliff NVLAP Lab Code 200860-0 Date Reported: 10/08/10 ClientProjectName: 45 rorest Rd.V�iL C�O ProjectID: 107550 Job ID• Test Requested: 3002,Asbestos in Bulk Samples Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/116,July 1993. Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous Matrix Sam le Identification Physical Description of Sample; geneous of Fibers Material Material Client Lab Sam le Number Additional Comments es/no La ers% area% area% com osition 97% 107550-3C White Tape N 4,20% Negative CELL 3 B DWO1-03 80% 107550-3D Tan/Gray Drywall N 4,66°/a Negative CELL,FBG 20 G 107550-4A White Joint Compound N 4,7% Negative ]00 C,M 97% 107550-4B White Tape N 4, 10% Negative CELL 3 B DWO 1-04 107550-4C White Compound w/Tan Paint N 4,40% Negative ]00 C,M 60% 107550-4D Tan/Gray Drywall N 4,43% Negative CELL,FBG 40 G 107550-SA White Compound w/Tan Paint N 4, 10% Negative 100 C,M 97% 107550-SB White Tape N 4, 10% Negative CELL 3 B DW01-OS 107550-SC White Joint Compound N 4, 10°/a Negative 100 C,M 40% ]07550-SD Gray/Tan Drywall N 4,70% Negative CELL,FBG 60 G , � . , � �-����r � �� Adam Humphreys Laboratory Analyst , " am ump reys Asbestos Laboratory Supervisor A=Amosite AC=Actinolite AN=Anthophyllite CHRY=Chrysotile CR=Crocidolite TR=Tremolite Trace=Less Than 1% Page 2 of 4 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.232.3746 CELL=Cellulose MW=Mineral Wool FBG=Fiberglass SYN=Synthetic WO=Wollastonite NTR=Non-Asbestiform TR NAC=Non-Asbestiform AC FT=Fibrous Talc AH=Animal Hair Q=Quartz C=Carbonates V=Vermiculite G=Gypsum M=Mica T=Tar P=Perlite O=Organic B=Binder OP=Opaques D=Diatoms �AERObIO�OC,�}/ LAbORATORy `ASSOCIATES, INCORPORATED CONSULTING tABORATORY Client Name DS Consutling,�nc. Street address 5366 Flatrock Ct. City,State ZIP Morrison,CO 80465 Attn: Steve Shurtliff ClientProject Name: J��orest Rd.VaiL CC) 13949 W.Colfax Avc Suite 205 Lakewood,CO 80401 303.2323746 Certificate of Analysis www.aerobiolopv.net Date Collected: 10/07/10 ._ Date Received: 10/08/10 Date Analyzed: ]0/08/]0 NVLAP Lab Code 200860-0 Date Reported: ]0/08/10 ProjectID: 107550 Job ID: Test Requested: 3002,Asbestos in Bulk Samples Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/116,July 1993. Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous Matrix Sam le Identification Physical Description of Sample; geneous of Fibers Material Material Client Lab Sam 1e Number Additional Comments es/no La ers% area% area% com osition 97% 107550-6A White Tape N 4, 10°/a Negative CELL 3 B 107550-6B White Joint Compound N 4,20% Negative 100 C,M DWO1-06 ]07550-6C White Compound w/Tan Paint N 4,20% Negative ]00 C,M 50% 107550-6D Gray/Tan Drywall N 4,50% Negative CELL,FBG 50 G 107550-7A White Joint Compound N 4, 10% Negative 100 C,M 97% 107550-7B White Tape N 4, 15°/a Negative CELL 3 B DWO1-07 107550-7C White Compound w/Tan Paint N 4,20°/a Negative 100 C,M 40% 107550-7D Gray/Tan Drywall N 4,55% Negative CELL,FBG 60 G 95% INSO1-01 107550-8 Yellow Insulation w/Multicolor Debris N 1, 100% Negative FBG,CELL 5 C,G � ,,���, ' Adam Humphreys Laboratory Analyst ,+ � Adam Humphreys Asbestos Laboratory Supervisor A=Amosite AC=Actinolite AN=Anthophyllite CHRY=Chrysotile CR=Crocidolite TR=Tremolite Trace=Less Than 1% Page 3 of 4 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.232.3746 CELL=Cellulose MW=Mineral Wool FBG=Fiberglass SI'N=Synthetic WO=Wollastonite NTR=Non-Asbestiform TR NAC=Non-Asbestiform AC FT=Fibrous Talc AH=Animal Hair Q=Quartz C=Carbonates V=Vermiculite G=Gypsum M=Mica T=Tar P=Perlite O=Organic B=Binder OP=Opaques D=Diatoms � AERObIO�OGy LAbORATORy -•`1 ASSOCIATES,INCORPORATED `` CONSULiING L.nHORAfONY Certificate of Analysis 13949 W.Colfax Ave Suite 205 Lakewood,CO 80401 303.232.3746 www.aerobloloqy.net Dti Convutlin��,Inc. �����aa; DateCollected: ]0/07/10 5366 Flatrock Ct. � Date Received: 10/08/10 Morrison,CO 80465 Date Analyzed: 10/08/]0 Steve Shurtliff NvLAP Lab Code 200860-0 Date Reported: 10/08/10 Client Project Name: -�> P�,r��,vi Rd. ��;iiL('O Project ID: 107550 Job ID: General Notes ♦ Negative indicates no asbestos was detected;the method detection limit is 1%. ♦ Trace or"<1"indicates asbestos was identified in the sample,but the concentration is less than the method detection limit of 1%. ♦ All regulated asbestos minerals(i.e.chrysotile,amosite,crocidolite,anthophyllite,tremolite,and actinolite)were sought in every layer of each sample,but only those asbestos minerals detected are listed.Amosite is the common name for the asbestifortn variety of the minerals cummingtonite and grunterite. Crocidolite is the common name used for the asbestiform variety ofthe mineral reibekite. ♦ Tile,vinyl,foam,plastic,and fine powder samples may contain asbestos fibers of such small diameter(<0.25 microns in diameter)that these fibers cannot be detected by PLM. For such samples,more sensitive analytical methods(e.g.TEM,SEM,and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under the NESHAPS regulations. ♦ These results are submitted pursuant to Aerobiology L,aboratory Associates,Inc.'s current terms and conditions of sale,including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. ♦ Unless notified in writing to retum the samples covered by this report,Aerobiology Laboratory Associates,Inc.will store the samples for a minimum period of thirty(30)days before discarding. A shipping and handling charge will be assessed for the retum of any samples. Notes Reauired bv NVLAP ♦ This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Govemment. ♦ This test repott relates only to the items tested or calibrated. ♦ This report is not valid unless it bears the name of a NVLAP-approved signatory. ♦ Any reproduction of this document must include the entire document in order for the report to be valid. 13949 W.Colfax Ave.Suite 205,Iakewood CO 80401,303.232.3746 t � ���y� ' SPECIAL INSPECTION AND TESTING SCHEDULE ,� (IBC 17Q4) � � Project Name: � J �� --" ` ��m , � 1�- .`�.�`> Permit# � "1 "' � Owner's Name: G i l5� <��rv'�� t,��'�-�' �� ? '�,? Testing Inspection�� ��� ature Print Name Dat Agency: Testing Inspection Sig ature Print Name Date Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspeCtionS during construction as checked bebw, to satisfy all applicable partions of the Bu�lding Code, Prior to final inspection: the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed REINFORCING STEEL: UNDERPINNING: _.� Tensile 8 Bend,one set per heat per �oo tons X �Permanent � InspeCtion of Placement InspecUOn of Steel Fabncation Inspection of Welding � Inspection of Re+nforcing 8 Forms Epoxy � Inspedion of Concrete Placement k Inspection of Tiebacks MASONRY: Prelim. Acceptance Tests(Masonry Urnts,Wall Pnsms) x SOIL NAILS: Subsequent Tests(Mortar, Grout. Field Wall Pnsms) Temporary Shoring Inspection of Placement and Grouting _� Permanent Wall CONCRETE,SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL: Concxete Shot Cxout Mortar i Sample 8 Test(List spec�fic members below) Aggregate tests for desgn _� Shop Identification&Welding Inspecfion X Suitability of aggregates � Shop UltrasoniC lnspeCtion Mix Designs Shop Radiography Test Pane� � Field Welding Inspectfon E3atch Plant Inspeciaon � Field Bolting InSpeCUOn Cemern Grab Samp�e Field Uttrasornc Inspection inspect�iacing" Ffeld Radiography Compress�on Tests �_ Metal Deck Welding Inspection Cast Speamens FIREPROOFING: Pick-up Samples InspeCtion 8 PIBCement Shnnkage Bars X X Yield Chedc SOILS: A;r CneGc � Acceptance Tests ory unit weignt Mo�sture-Oensity Determinat�on PRECAST CUNCRETE: _� Field Density Reinforcing Tests prilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspectlon of Concrete Batching Inspection of Truss Joint Fabncabon Inspection of Panel Attachment 8 tnserts Sample&Test Camponents Compression 7ests Inspection of Glu�am Fabrication Inspection of Stressinglfransfer PILING,CAISSONS,CAPS,TIES: SMOKE CONTROL: _� InspecUon of Reinforcing Placement SPECIAI CASES: � Inspection of Concrete Placement Inspection of Concrete Batching SPECIAL INSPECTION: Specily other tests, inspections or speciaJ instructions re uired. Seismic Resistance Q Wind Requirements r_._ __ � i Job Name: yJ ���? �', j ,��'� � � Job Address: �/_,1 �c�r �T R��� ! ��O�y�, ' I Permit No L7 LC) -, (� h�� � i SPECIAL INSPECTION AND TESTING AGREEMENT (To appiicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsibie charge. shail complete, seai, s�gn and submit a copy of the Speciat Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages: photocopied or faxed signatures are acceptable. The owner and his/her gererai contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: �. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and t�ansport ihem to their laboratory 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testi�g agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Tawn of Vaii for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Build�ng Official !n writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to revlew the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre-construct�on conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections BEFORE OCCUPANCY WI�L BE GRANTED The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested andtor inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the ilding Inspe tor's review prior to f�nal inspection. Acknowle e t � �� / owfler---- {rf'�:.. C;t���1/��.!� ����,r..�?� (G '��� �� Signature Pnnt Name ate Special Inspectio Agency: Sgnat e Pnnt Nam� Date Project M�,R-mE � NE41�El.L.. Arch/Eng: O�s____ �61���,..5 �� ��j__� _�O Sgnature Print N me p Contractor: Sgneture Pnnt Name Date -3- � � F , � • EGEiVE 1 � � ' I' ' " ' ` fi��' � i ' j , l� . . _ - �G_.��i .�s►�i T`�,� � - . : .- . � �..�ar�--- �, - - r �9 : n. ► ��- , y L.�l � � � � . rG� I ►1 ' s► � �" t i LL i �'L it �' � '= " ► S !,_' r .♦ � : ► ► ► �1 '� � ♦ • /st 1 1! 1M� l _ I ��� 1 Ir �� ► I L-- � �� � �� � • • �► � � � _1 �li �� 1 � — _� �/► _�` �=�� � �� '�� ), �.■�a�i�� !! '� ' ` ► �� itl � �� L .�. 'rL . . :� r :� ' �li+L• _� '' � .r � �. • _� � . �► �� �> L�` )1 ._..E � •` _1..�' - � '�- �i� i � �. • � ►. + � .,�� �N�. • �. f�1 L,�' � � _�► 1� � �I 1� — ' —► i' • ' _. a. . J�� y� ��+ �:n � � " � :� �l G -.�. . . , �+ ._ ► �� : �. ��l/► � ��l► , �' G z ';= � ' !�► � : �1 i��'. i��► � u ' L �i�d �.� � � .�)� �l., � ..�.i _ �L �'L� : L> ' ir� il / •' i � � �L 1! � 3 f �t '� '�. � I ► ,7 i • �i � �� • _• .� 3� � :-'�-. , ' . . .� __ _ _— _...__..�---.. . - - .: ,— ---.• _ � _, ,.— � ` -. . • . . . � — . .�. • .— ' •. • • . . � . _� o _ :�. •I .-_�.■__ • •' : � : • � ■ ' ■�� . - .�• . a «- � � � �: � • � � � � � _ ■ . •�: �o��� ����'l0-��'3 March 19, 012 Subject: 45 Forest Road Improvements, Proposed Foundation Subgrade �� Observations, Vail, Colorado. Job Number: 11-6614 �__.__�I�fl .�C� NMC3_I. � Mr. Tony Faulhaber j ,-- � JL Viele Construction, Inc I(�i . f, � ��W �� 1000 South Frontage Road West, Suite#202 s i' � ' Vail, Colorado 81657 � �I II �Q i � � � �; , , ��� -;� �'� " %i � i ;�I� �_�_I e._�_._��'�._...Y:.�._._ �'—,. Attn: Mr. Tony Faulhaber, � As requested, a representative of GROUND visited the project on this date to observe the condition of the foundation subgrade for one of the proposed additions to 45 Forest Road. Structural plans dated 10/28/2011 by Monroe and Neweil Engineers, Inc. and Soils Report No. 110317A by HP Geotech, Inc. dated October 27, 2010 were used as the design criteria. HP's report references a maximum soil design pressure of 2,500 psf. We understand that additional observations and letters will be required for each subsequent addition. We observed the new footing excavation located at approximately gridlines C.3-D.6/4.8 (in- between the columns on the northeast end of the residence, downhill side) on March 19, 2012. The foundation excavation had been cut in one level approximately 7 to 10 feet below existing surface grades. The soils generally consisted of light to medium brown, silty, clayey sands and gravels with cobbles that were similar to those described in the aforementioned HP Geotech Soils Report. At the time of our visit, the soils appeared moist, dense, and unyielding under moderate construction equipment loads. A very moist area was observed at the south end of the excavation near the existing footer where snowmelt water from the plastic covering had entered. The foundation grade should be allowed to dry prior to the placement of concrete. Precautions should be taken to keep the bearing soils dry. We observed Edwards Excavation utilize a jumping jack to compact the foundation subgrade. Based on our observations of the completed foundation excavation at the previously described location, the soil types and condition of the subgrade appears to be generally consistent with soils capable of providing an allowable bearing capacity of approximately 2,500 psf and in general accordance with the project documents. We did not verify bearing elevations or excavation depths as part of our observations. If you have any questions, please feel free to contact this office. ,�����pf��� {;����,�tnc fi��cS' �.ee:a • Sincerely, ��� " `� GROUND Engineering Consultants, Inc. :� ���2� a: , :���3-l 9��/Z��,` ��;�;:� •.. .••� �G� �,�;.',���-��C?'',�Pl.�''� �;��- Jon Noble � Reviewed by Scott Richards, P.E. �ROUK� ENGINEERIN6 CONSULTRNTS INC. PO Bo�464, 101 A Airpark Dri�-e�l9.G��psum.CO 81637 Phone(�70j�34-0720 Faz(970)�24-0721 ������ti��.groundene.com (�ffice Locatioru: Euale���ood . Coron�erce City . Lovela��d . Grai�by . Gypswn . Gra��d Jimction CRDUI1In EN6INEERING CDNSULTRNTS ;Vlarch 19, 2012 Subject: Materials Testing and Special Inspection Services, 45 Forest Road Improvements, Vail, Colorado. Job Number: 11-6614 Mr. Tony Faulhaber JL Viele Construction, Inc. 1000 South Frontage Road West, Suite #202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Hedrick Construction into both sides of the existing footing for the interior footing extension at approximately gridlines D.0-E.0/2.0; and into the interior (west) side of the existing footing for the interior footing extension at approximately gridlines D.8/4.0-4.8 and D.6-D.8/4.8. The drilled holes were observed for specified depth, diameter, and cleanliness. Hedrick utilized a wire brush and an air compressor to clean the holes. We then observed Hedrick utilizing SIKA AnchorFix-1 Professional Fast Set Anchoring Adhesive to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and epoxied reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Also, we observed reinforcing steel and wire mesh placed by Coggins and Sons for Wall A between soil nails 16 to 18, fourth row down from the top of the wall. We observed the reinforcing steel for specified bar size, spacing, clearances, and lap splices. We observed the wire mesh for specified size, clearances, and lap splices. Based on today's observations, the reinforcing steel and wire mesh at the previously described locations appeared to have been placed in general conformance with the project plans and specifications. Additionally, at the request of Tony F. with JL Viele, we observed that Edwards Excavating had installed a foundation perimeter/wall drain along the west and northwest sides of the building foundations. Along the west side of the building foundation, west of gridline 1.0 from approximately gridlines A.0 to E.O, 6-inch PVC drain-pipe was installed. Along the northwest side of the building foundation, north of gridline F.0 from approximately gridlines 1.0 to 3.0, 4- inch PVC drain-pipe was installed. At approximately gridlines E.0/1.0, the 4" and 6" PVC pipes converge and drain out to daylight on the north edge of the property. Both the 4 and 6-inch PVC drain pipes were perForated at approximately 4 and 8 o'clock, and were surrounded by what appeared to be free-draining granular material placed over Mirafi fabric. Based on today's Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 Page 2 of 2 observations, the foundation/perimeter wall drain installed at the previously described locations, appeared to have been installed in generul compliance with the recommendations provided in Soils Report No. 110317A by HP Geotech c. dated October 27, 2010. Victor with Hedrick Construction, and Warren and Tony F. with JL Viele were informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative '� � � ��D' 0�� � ��� Vail, Colorado .. a Denver, Coloredo � � Frisco, Colorado J, ! t �, `� ! � � Monroe 8� Newell ' Engineen,Inc. December 4, 2012 Victor Maiic Donaldson Architects PO Box 5300 ' Avon, CO 81620 Attn. Mr. Chris Juergens ; Re: Remodel of Residence at 45 Forest Road, Vail, Eagle County, _Colorad�MBN#8281) ___ ___ - _ _ _ _ _ , ,; _ __ _ _ - ----- � Gentlemen: ' Monroe & Newell Engineers, Inc. conducted a structu�al site visit on December 3, � 2012. The purpose of our site visit was to observe steel framing that is in place `' and to answer contractor questions. �' The following items were discussed on site: ; � � � 1. Existing 4x14 roof beams are supported on steel saddles and on a new k roof beam on grid 4. The existing timber beams were cut level at the bottom to match the seat cut that was made during the original building's construction. The new bevel cut on the bottom of the beam is stru�turally acceptable and does not change the beams' structural capacity. 2. At grid 1.6/B a (3) — 16° LVL beam has to be supported above a door to � the kitchen. The support beam shown in the construction documents appears to have been installed at a different elevation. A new (3) — 9 '/2" LVL beam shall be installed above the door opening on grid B and a solid s (6) - 2x6 post pack shall be installed hetween the new header beam and � i �Colorado �c«�w�w.w m.,�a.o�sau�w a M.��s Platinum Sponsor � �sca�t«�n�.�er�,,. � �v�vw.monroe-ne���elLcom ?0 Benchmark Rt�ad • tiuite 204 • Y.O. [�ux 1�)� • Avon, Colorado S1G20 (970) 949-7768 • FAX (970) 949-40�4 • eaiail: a��on�monroe-ne���ell.com � C the (3) — 16" LVL beam. A hole can be drilled thru the post members to allow a gas line to remain in place. 3. In the second and third level floor framing befinreen grids A and B several two inch diameter holes had been drilled thru the steel floor beams to allow installation of sprinkler lines. We have reviewed the beams' structural capacity with the holes in place and have determined that the beams' remaining capacity is sufficient to support all floor live and dead loads. 4. Steel moment frames in exterior wall� will be filled with insulation. The ' contractor can drill 3/8" diameter hotes at the inside face of the frames. The holes shall be centered in the width of the tube steel members and shall be located a minimum of 2 feet from the welded comers. 5. The concrete driveway slab shall be 5" thick, reinforced with 6x6 W2.1 xW2.1 W.W.F. or#4 spaced at 12 inches on center in the center of the slab. Space between the bottom of the driveway slab and the top of the structural building roof slab shall be filled with rigid insulation (40 psi strength) and structural gravel fill. The gravel fill depth cannot exceed 8 ' inches. 6. No other items were noted during the walk-thru. � ; MONROE & NEWELL ENGINEERS, INC. ,- . � � annes Spaeh, P.E. '�,;;� Principal ':° 3;;�;�" y'� � �ri ,.� � r �f ^�Sr� ��J ��i;' j''.. .Y'��>y...; . Monroe�Newell Engineers,Inc. 2 Lot 45 Forest Road December 3,2012 (M&N N8281) � , � # � � � t � � t (I V �4J�� " � / � k , • � � PO Box 2016 Phone(970)513-4'705 � � Silvuthorne,CO 80498 Qt1allty b1SUlatl011 SyStel►IS Fax(970)513-4�06 i � i � _ i ——, � � E R Y January 10,2013 � Mike Johnston � Highmark Builders,I.LC PO Box 1719 Kremmling,CO 80459 � t : t RE: 45 Forest Road,Vail,CO. � , INSULATION CERTIFICATE 3 ;, New Vaulted ceilings-5"R30 Two pound closed cell rigid polyurethane spray foam with R25 unfaced ' batt insvlation installed over the foam. Over framed areas are going to be complicated and should be � insulated sooner rather than later. E�sting Vaulted Ceiling-8"R51 1�vo pound closed cell rigid polyurethane spray foam. Work �'; performed by others. � Garage ceiling without living above -5"R30 Two pound closed cell rigid polyurethane spray foam with � R25 unfaced batt insuiation installed over the foam. � r � 2�d level with eaterior landscaping above-5"R30 Two pound closed cell rigid polyurethane spray foam ; with R19 unfaced batt insulation.. � 2�Level with Garage above-R38 Unfaced batt insulation � � � � Midfloor under master bedroom suite-RS IBlown-in-blanket insilation. � Remaining midfloors-R38 Unfaced batt insulation Dropped ceiling locations will be filled wiih R38 � unfaced batt insulation. � � Floor under theater seating-R30 Unfaced batt insularion. F � Cantilevers-8.5"R55 Two pound closed cell rigid polyurethane spray foam. � � 4 Ea�terior 2�framed walls including the garage—R21 Unfaced batt insulation with a Membrain vapor �; barrier. � Exterior tube steel—Drill and fill with low rise polyurethane spray foam. Install two pound closed cell ` rigid polyurethane spray foam to the interior side of the iron and shave flush with the framing. 2x6 furred walls—R21 Unfaced batt insulatian with a Membrain vapor barrier. � � Garage common wail—R21 Unfaced batt insulation and a 4 mil potyethylene vapor bamer. 5 � ! � � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN O WAIL Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0390 Project #: PRJ10-0183 Job Address: 45 FOREST RD VAIL Status . . ISSUED Location......: 45 FOREST ROAD Applied . . : 10/19/2010 Parcel No....: 210107113002 Issued. .. : 08/22/2013 Expires . ..: 03/10/2012 OWNER FOREST INTERNATIONAL LLC 10/19/2010 IN CARE OF NAME WEAR TRAVERS&PERKINS PC IN CARE OF NAME WEAR TRAVERS&PERKINS P VAIL CO 81657 APPLICANT MARK DONALDSON 10/19/2010 Phone: 970-949-5200 PO BOX 5300 AVON CO 81620 CONTRACTOR MUSEOTEC INC 12/06/2012 Phone: 786-762-6620 RAMON ALONSO 1450 BRICKELL AVE SUITE 2190 MIAMI FL 33131 License: 0000003721 Description: ADDITION&REMODEL INCLUDING RELOCATING GARAGE Occupancy: R3 Single Family Residence Valuation: $5,447,400.00 Type Construction:VB Total Sq Ft Added: 6895 .rtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrt.rtrt..rtrtrt.rtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrt....»..., FEE SUMMARY ""'...rtrtrtrtrtrtrtrtrt,rtrtrtrtrtrtrtrt.rtrtrtrtrtrt.,rtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrt.rt.rt.rtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrt== Building Permit Fee------> $21,843.95 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> 146,269.77 Plan Check--------------------> $14,198.57 Use Tax Fee---------------------> 108,748.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours- $440.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> 146,269.77 Investigation-----------------> $0.00 Recreation Fee-----------------> $1,034.25 Payments-------------------------------> 146,269.77 Total Calculated Fees--------> 146,269.77 BALANCE DUE------------------------> $0.00 Rtf,t.4R.fNtRf`.f..R.4.R.RrtlrrtRrtrtrtrtrtA'f 4rtrtrtk4#.f.rtrt.rtrtl`/ri#/f.ffifill4Rllftr.f..tif.4frlr..titisititif.....aw+t'k.+.tx.i.rt:lrff..il.F f+x.+.t.txrtrt.f xfr4RAR.ti.rtA'rtRrtRfrArtA'rtrtkfrtrtrtrtrtrti.ii#t44441`4lfYf/Ht/#ftrfltf DECLARATIONS 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. Signature of Owner or Contractor Date Print Name bld_a It_construction_perm it_041908 irtf4fxwww##w#R4#rt#wwx4ff#RRRwRRRrt#fffxw4####wwRRRR#rtrttxx#w44f+4#RRRwwwRRRRRRYYY##ffwww#fffffffRRrt#ww4f+###RRRRRwRRww##w###RRw#RRxRrtrt444#+f##RRwwffRRwwR#Y##R44RR###wwwxRRR#YY#rt4###+# APPROVALS Permit#: B10-0390 as of 08-22-2013 Status: ISSUED 44xxxxwxxxxrtrtrtrtrt#rtwwxxxxxxx#++rt+rtwwwwxxxwwwwwf#4#xxxwxRRxRww wYYY#wwRwwRRRRRR#RxRRYR#xrt+xwwf4RRwfRRRx#Rrtrt#YRYY#Y#ww#RRR#xxRRMRR#+#w+#ffwRrtrtrtrtw#xwwwwwxxxxxwwwwwrtxrtww4#xxxx4w#fx44ff4x Item: 05100 BUILDING DEPARTMENT 11/26/2010 Martin Action: CR Architectural Comments: Sheet A1.3 1. Clearly identify fuel type for fireplace in grand room. Sheet A3.1 1. How is stone veneer to be attached? Reference section R703.7 IRC 2. Guard detail shown is climbable therefor does not achieve the 36" height requirement 3. Please show compliance with section 1203.2.1 as amended by the Town of Vail for non vented roof ceiling spaces. Sheet A8.1 1. Include u values on window schedule per Town of Vail submittal requirements. Structural Comments: Sheet AS1 1. Plans reflect new retaining walls. Please provide structural details and cross reference on plans 2. Complete the special inspection form for soil engineer inspections Sheet AS2 1. Plans do not reflect design approved by public works per Chad Salli, Town of Vail Project Engineer. Provide justification for surcharge proposed on existing retaining walls. Sheet A3.1 1. Plans indicate a soils drainage system around the foundation. Provide plans and location for this drainage system. Sheet S2.1 Please have the owner and special inspection agency complete the special inspection agreement for permitting. 12/14/2010 Martin Action: AP Item: 05110 ELECTRICAL REVIEW 11/26/2010 Martin Action: COND Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Item: 05120 MECHANICAL REVIEW 11/26/2010 Martin Action: CR . Revise gas piping design to reflect the maximum 3\4" gas pipe to fire pit and the required automatic shutoff. See amended section 411.4 IFGC. 12/14/2010 Martin Action: AP Item: 05130 PLUMBING REVIEW 11/26/2010 Martin Action: AP bld_a It—co nstruction_permit_041908 Item: 05400 PLANNING DEPARTMENT 12/10/2010 bgibson Action: AP plans routed to F-1 Item: 05600 FIRE DEPARTMENT 10/28/2010 McGee Action: AP Fire sprinkler plan shall be revised to avoid antifreeze. Revision of specifications and standards is required. 11/01/2010 McGee Action: CR MEP Submittal shows two fireplaces and one firepit with greater than 3/4 inch gas lines. Schedule of Gas Loads Summary does not indicate 30,000 BTU limitation on gas log sets for fireplaces on combustible framing or limitations on BTU output for inserts. 11/23/2010 McGee Action: AP Alarm and sprinkler base drawings are approved. 11/23/2010 McGee Action: NA Revisions to soils report. 12/09/2010 mcgee Action: AP Revisions to gas lines etc. received 12/7/2010 approved. Item: 05500 PUBLIC WORKS 12/14/2010 cs Action: DN applicant to submit design parameters/factor of safety for proposed retaining walls per conversation with Mark Donaldson 12/14 12/17/2010 cs Action: COND Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 04/15/2011 Is Action: DN Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. 07/06/2011 Is Action: AP Submitted Staging Plan approved. Item: 05501 PUBLIC WORKS REVISION 09/09/2011 tk Action: AP Approved. Shoring plans and agreement in place. Item: 05401 PLANNING DEPT REVISION 01/04/2012 bgibson Action: DN The applicant shall coordinate the landscaping plans with the site plan. The applicant must also clarify that the new west patio area complies with the setback requirements of the Two-Family Primary/Secondary District. Plans routed to F-2. 03/02/2012 bgibson Action: NA structural modifications to foundation plan 04/10/2012 bgibson Action: AP landscaping plan revisions approved 12/24/2012 bgibson Action: AP REV3 approved by planning 02/14/2013 Warren Action: AP Revision 2 approved. lincluded glass covered trellis, terrace expansion, and chnges to windows and chimneys. Item: 05101 BUILDING DEPT REVISION 12/14/2011 JRM Action: AP APPROVED FOOTING FOUNDATION REVISIONS. bld_a It—con struction_permit_041908 01/10/2012 JRM Action: AP approved revisions dated dec 27th 01/16/2013 jrm Action: CR Rev 3 correction required, require info on glass trellis to meet IRC section 308 safety glazing for sloped glazing R308.6 thru R308.6.7 sent architect email asking for this information. 02/12/2013 JRM Action: AP APPROVED REVISION 3 See the Conditions section of this Document for any that may apply. bld_alt_construction_permit_041908 CONDITIONS OF APPROVAL Permit#: B10-0390 as of 08-22-2013 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: CON0011865 Condition of electrical permit shall be the deferred submittal of engineer of records reviewed and acceptance of heat tape design. Cond: CON0011866 Approval is conditional upon submittal and approval of final engineered stamped shoring plan and approval of an encroachment aggreement by the Town Council. Cond: CON0013079 ARCHITECT TO PROVIDE STRUCTURAL ENGINEER LETTER ON SNOW LOAD DESIGN OF GLASS TRELLIS PRIOR TO CONSTRUCTING SUCH ELEMENT, bld_a It—co nstruction_perm it_041908 a ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 08-22-2013 at 14:54:10 08/22/2013 Statement ******************************************************************************************** Statement Number: R130001261 Amount: $306. 18 08/22/201302:53 PM Payment Method: Check Init: DR Notation: ck# 2301 HIGHMARK BUILDERS LLC ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 146, 269.77 This Payment: $306. 18 Total ALL Pmts: 146,269.77 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 29.20 PF 00100003112300 PLAN CHECK FEES 128. 98 UT 11000003106000 USE TAX 40 148.00 ----------------------------------------------------------------------------- �***ss*���*********s******�*********************s***************************�s************** TOWN OF VAIL, COLORADOCopy Reprinted on 03-27-2013 at 16:53:05 03/27/2013 Statement �**�**s************�***r*r�*****s*ss****r********��****•**********��*s*************��****�** Statement Number: R130000217 Amount: $6, 505. 63 03/27/201304:51 PM Payment Method: Other Init: LC Notation: WIRE TRANSFER, RECEIVED ON 3/27/13 ----------------------------------------------------------------------------- Permit No: B10-0390 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: 145, 963.59 This Payment: $6, 505. 63 Total ALL Pmts: 145, 963.59 Balance: $0.00 *��****�*r**s************s*********ss*******************��**********s***�r****�*�*********** ACCOLJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 912.50 PF 00100003112300 PLAN CHECK FEES 593.13 UT 11000003106000 USE TAX 4$ 5, 000.00 ----------------------------------------------------------------------------- ICM>AM>Transfers-Add Confirm Page 1 of 1 Hame Accounts Wires ACH Reports Information Trensfers Downloads eStatements Balance Notifications Transfer Successful Your transfer will post to your account on 03/27/2013. Your confirmation numbe�is 97768. ���� From Account To Account Amount Transfer Date TOV Multi-Use New Checking/Operating $6,505.63 Immediate XXXXXX4154 XXXXXX3888 hrips://www.efirstbank.com/icm2/transfercreate.do 3/27/2013 rum Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 TEMPORARY CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10 -1 -2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following except for items listed under conditions: Name and description of project: Renovation of 45 Forest Road Address of project: 45 Forest Road Vail Colorado Owner name and address: Forest International LLC Vail Co IBC Edition: 2009 IBC Occupancy Group(s): R3 Type(s) of Construction: VB Permit Number(s) B10 -0390 Occupant Load: NA Sprinkler System Y/N Type: Yes Expiration Dat 5/20/2014 ar ' aeberle, Building Official SEE ATTACHED CONDITIONS. 5/20/1 Date The following items need to be completed for issuance of CO: 1. Glass panels to be installed 2. Landscaping to be completed per approved plans 3. Guardrail installed and approved 4. Revise driveway to be in compliance with Town code TCO good till 5/20/14 MAIN Of Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: � i o - C� �G Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: �CPeS�efyi�t ern Applicant Information (architect, contractor, owner /owner's rep) Attention: Contact Name: y; e_1e Address: 2441 N` �;LaA4-QY 1 5ie City State: I zip.: ` - (/p s % Contact Name: Contact Phone: Contact E -Mail: d Yl,CO✓yt I hereby acknowledge that 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 town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinanc s of the Town plica he)eto. IX Owner /Owner' epr& enta`five Signature (Rigtaired) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Authorization # Revisions Response to Correction Letter _attached copy of correction letter O Deferred Submittal � Other T iq ��usl��`tu «rt V Description of Transmittal/ List of Changes, Items Attached: 5 13 e_e_, k \ 1"50e": Jev) (3Lt M VLAAA Y I !e ,p &w`^� . 1 (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: $0 o � LID NOV 2 7 2d12 TOWN OF VAIL TOWN OF VAIL FINAL REPORT OF SPECIAL INSPECTIONS Project: 45 Forest Road Project Location: 45 Forest Road Owner German Larrea Permit Number: B10 -0390 Address C ity: Zip: Special Inspections Firm: - f3esigfl- Pr ©feseianaF- - Ghiarge: GROUND Engineering Consultants, Inc. Address: PO Box 464 City: Gypsum State: CO Fax: 970- 524 -0721 Zip: 81637 Phone: 970- 524 -0720 E -mail: ChrisH @groundeng.com JasonS @groundeng.com To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. 'Please see Final Summary Letter dated 11 -13 -12 (GROUND) Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. Prepared by Jason A. Smith, REM, P.E. Type or Print Name Signature Date -12- Digitally signed A•.s by Jason A. Smith, REM, P.E. l 45449 ¢ Date: S%NA1.E� 2012.11.13 14:04:50 - 07'00' Preparer's Seal and Signature Required November 13th, 2012 Subject: Summary of Materials Testing Services and Special Inspection Services, 45 Forest Road, Vail, Colorado Ground Engineering Job Number: 11 -6614 TOV Permit Number: B10 -0390 Mr. Tony Faulhaber JL Viele Construction 1000 South Frontage Road West, Suite 202 Vail, Colorado 81657 Attn: Mr. Faulhaber, This letter summarizes the special inspection services GROUND Engineering Consultants, Inc. (GROUND) performed during the improvements to the residence at 45 Forest Road located in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Owner, Contractor and /or Subcontractors between December 19th, 2011 and August 14th, 2012 and according to GROUND's proposal # 1112 -1841 dated December 19th, 2011. During construction, representatives of our office were present on a part time basis to periodically observe the open -hole /foundation subgrade soils and foundation perimeter drain installation. Representatives of our office were periodically on -site during the installation of the permanent walls /retaining walls, including underpinning and the installation of soil nails, reinforcing steel and wire mesh and shotcrete placements. Samples of the grout and shotcrete were periodically tested to determine physical properties and compressive strength. THESE OBSERVATIONS AND TESTING RESULTS WERE SUBMITTED TO THE WALL DESIGNER, COGGINS AND SONS, FOR FINAL APPROVAL. Representatives of our office periodically observed epoxied doweled reinforcing steel placement and performed periodic testing on the structural concrete placed for the foundation, foundation walls, retaining walls, slabs on deck and other structural elements. Samples of the structural concrete were periodically tested to determine physical properties and compressive strength. A certified welding inspector (CWI) visited the project site on a part -time basis, when scheduled by the Contractor and /or Owner, to observe the structural steel field welded and bolted connections, as well as metal deck welded connections. Fabrication shop inspections were also performed. ROUND ENGINEERING CONSULTRNTS INC. IOTA Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524 -0720 Fax (970) 524 -0721 www.groundeng.com Wiice Locations: Englewood . Commerce City Loveland Granby Gypsum Grand !unction Casper, WY 45 Forest Road — Final Summary Vail, Colorado Based on the field observations to date, RFI's received and /or project documentation received from the design team, it is our opinion that the materials tested and /or observed for the foundation soils, foundation perimeter drain, reinforced structural concrete, and structural steel were in general accordance with project plans, specifications, and /or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and /or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. 191 Chris Hutto, C.E.T. A t 45448 ,11.13.2012:: Reviewed by Jason A Smith, REM, P.E. Job No. 11 -6614 GROUND Engineering Consultants, Inc. Page 2 of 2 . ; TpWN QF VAII�✓ v1 �� � h'b`� J � Department of Community Development 75 South Frontage Road Vail, CO 81657 � Tel: 970-479-2128 � www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No fu for rev ewentf� ev'siol seare $55 00 perlhohur (2 hour man m pm)�and arehd e upon issuancea 3. Fees 9 __.___ __ __ - , _ _. _ _ _. _ ._ - -- __. (✓) Revisions i information applies to: Attention: � j Response to Correction Letter I Permit #(s) ' ! attached copy of correction letter i ' B10-0390 ( ) Deferred Submittal ,. -� ( ) Other � ` `� _�J ti � � _ _ z— --___ ___ _ _ . , _ __ , _ � Project Street Address: ' 45 _ Forest Road �. (Number) (Street) ' Forest International � Building/Complex Name: ; ,_ - -- �_ .,, '� Contractor Inform�tion � J. L. Viele Construction ! Business Name: (Suit---�-- I 1000 S. Frontage Road, Suite 202 � Business Address: Vail 81657 City State: C� Zip: ___.__-- Contact Name: ' Contact Phone: Tony Faulhaber 970-471-5467 tony@vieleconstru tion.com Contact Mail: 1 Ownerl0 �s�-F�epres Signature (Require pppiicant Information Applicant Name: ! Applicant Phone: '; Applicant E-Mail: _ _ _ _. _ _._ Description / List of Changes: Structural modifications to foundation plan required o for new foundation interface with existing foundation — � conditions. (use additional sheet if necessary) ', _._ . _ _ - �- - � Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) 0 Building: Plumbing: I; ElecCrical: ; Mechanical: ', Total: For Office Use Only: Date Received: Fee Paid: Received From: Cash ______—_ Check # __ CC: Visa / MC Last 4 CC #_______— exp. date: Auth # L�] � � �'•. ,� '' 1 � , , ,, _. :� : '','��'� FE� � � ����� �� � ':,��� ; i�C�iNN OF VAIL oi-o��-i i �I � � Z Z � v February 16, 2012 � Monroe 8� Newell Engineers, Inc. Victor Mark Donaldson Architects PO Box 5300 Avon, CO 81620 Attn. Mr. Chris Juergens �/�- �3�� Vail, Colorado Denver, Colorado Frisco, Colorado Town of Vail �' ELD I � ��,� Re: Remodel of Residence at 45 Forest Road, Vail, Eagle County, Colorado (M&N #8281) Gentlemen: Monroe & Newell Engineers, Inc. conducted a site visit at 45 Forest Road in Vail on February 15, 2012. The purpose of our site visit was to observe existing structural foundation conditions and to determine, how the existing conditions can be incorporated into the structural foundation requirements for the renovation of the building. We noted the following: 1. The existing foundation at the north/west and the north/east corners includes a diamond shaped concrete pier that supports a triangular steel column frame. The diamond shaped piers shall remain in place and the foundation plan has been adjusted to take the existing conditions into account. A partial foundation plan S1.1A is attached for both the north/east and north/west corners. 2. Existing soils near the north/east building corner had to be removed to approximately 30 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the �. � � Colorado A Component ol The American Ins�itu�e ol A�oM1IIeC�s Platinum Sponsor ,s co�sec�noevea,s www. monroe-newell. com � � _-� , _ �� � . . . _� � '� �" \; �� ,�� _ ' `' ` FEB z � ��i� �,'j`� j � , .. V 4 ! �k �+.J �...v.�..__� 70 Benchmark Road • Suite 204 • Y.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avonC�?monroe-newell.com �� � � � � R�1 � � new wall shall be epoxy-doweled into the existing footing and wall as noted in the construction documents. 3. Existing soils near the north/west building corner had to be removed to approximately 18 inches below the bottom of the existing footing bottom. The footing for the new wall that is to be attached to the existing foundation in this location shall be installed at the lower elevation and shall be overlapped below the existing footing a minimum of 30 inches horizontally. The distance between the existing and the new footing shall be filled with non-shrink grout or concrete. Horizontal reinforcement of the new wall shall be epoxy-doweled into the existing footing and wall as noted in the construction documents. 4. The contractor has requested to keep the existing north foundation wall in place and to install new concrete foundation piers on the exterior of the existing wall. New footings shall be epoxy-doweled to the existing footings. See the attached revised foundation plan S1.1A and sheet S3.3. If any questions remain, please call. Very truly yours, MONROE & NEWELL �nnes Spaeh, P.E. Principal Monroe & Newell Engineers, Inc. February 20, 2012 GINEERS, INC. 2 � �A m3 � e � ~� < '.., ` m�'" .. �';�,�,,,�. �;.� .y :, � n �y��� ��'� �1�''� w ..., � `�.� �� � � /J `' '�ln..ilil, 4��'�,� .� � ``�,J �N�� '"H ��z9���"_ `�.__ _.... . ._ Lot 45 Forest Road (M&N #8281) �� � � � � iii �� 4P _. Vail, Colorado Denver, Colorado Frisco, Colorado Monroe & Newell Engineers,Inc. March 11, 2013 Town of VM OFFIrr-l' COPY Victor Mark Donaldson Architects PO Box 5300 Avon, CO 81620 Attn. Mr. Chris Juergens Re: Residence at 45 Forest Road — Glazing of Roof Trellis, Vail, Eagle all County, Colorado (M&N #8281) Gentlemen: Monroe & Newell Engineers, Inc. has reviewed the structural glazing submittal that was submitted by Alpine Glass and Mirror, Inc. dated March 7, 2013. The glazing will be installed on the trellis roof that is located on the east third level patio. The following are the results of this submittal r.-view: 1. This roof glazing has been designed for a roof snow load of 100 psf per the requirements of the International Residential Code, 2012 Edition and Town of Vail Buiding Code Requireme.its. 2. The maximum support purlin spacing is 24 inches. 3. The glass panels will consist of two layers of '/4" glass with a PVB interlayer. 4. The glass panels were designed to oe supported all four sides. The supplier will provide the edge support systems on top of the structural steel trellis pur►ins. www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.U. Boxi 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avon @monroe-newell.com Monroe & Newell Engineers, Inc. have reviewed the structural glass submittal for the trellis roof. The submittal is in compliance with the structural load specifications for the project and is in compliance with the structural requirements of the International Residential Code, 2012 Edition. MONROE & NEWEL ENGINEERS, INC. p RE��� annes Spaeh, P.E. Principal 20799 x`• sip Monroe&Newell Engineers,Inc. 2 Lot 45 Forest Road March 11,2013 (M&N#8281) ����� ������������y ��� T�Wiwi t�F VAIL B1IILDII'dG DEPAR'I`MENT BLTILDING SAFF.TY ANI} INSPECTI(�►N SERVICES {CHIEF BUILllTNG OF�`ICiAL MR. MARTIN HAEBERLE Dear Mr. Haeberie, The purpose of this let#er is to inform yau our decision to change the General Contractor of Record Viele Cc�nstructian LLC for our project tc�cated at 45 Forest Road, �ail, �O. We have rnutuaily agreed in terrninating Vicle's involvement in this projeei upon them obiainzn� approval c�f rc�u�h inspeciians. Afler that tnornent Mus�otec, Inc. {a Florida cor�ration, properly register as a General Ccantractor in the state of Colaradc�}, wi11 c,versee all matters regarding this praject ar�d construetian site. We kinctly appreciate all your help in this transitian. Best regards, ��.. 4:.�,� c�M� � G'°�,� � z�ts c�����7�� �arest Tnternatia al LLC. �� b —D �� � ���--�- �e -� � ��. L��[��Mi� D� �E� � � 201� I T(aWN U� �/���. Department of Community Development 75 South Frontage Road TOWN OF VAIL; va�i, co s�ss� Tei: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application/Permit #(s) information applies to: Attention: Q Revisions B10-0390 Q Response to Correction Letter �attached copy of correction letter _ - � Deferred Submittal j`�`�� _ � � i ; ' -� � -- ((1 �thef Framing ILC v Project Street Address: 45 Forest Road (Number) (Street) BuildinglComplex Name: Forest International Applicant Information (architect, contractor, owner/owner's rep) Contact Name: Viele Construction (Suite #) Address: 2111 N. Frontage Road West Suite E City Vail State: CO Zip: 81657 Contact Name: Tony Faulhaber Contact Phone: 9�0-471-5467 Contact E-Mail: tony@vieleconstruction.com 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 town's zoning and subd' ' i co s, design review ap- proved, International Buildin an sid ntial Codes and other ordina7 es of the To n ap lica t er o. X Owner/ ner's Re entative Signature (Required) For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Description of Transmittal/ List of Changes, Items Attached: Framing ILC (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor 8 Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: � $ $ $ $0 [��f��-M(� OCi � � 2��'S `� ' ' 'OWN O� VAIL FOUND PLAIN No. 3 REBAR / / � w cv r•. / o OUTLINE OF If o DECK / 0.70' j 0.70 1 / �t 1- 0.70' P 0.70' ti rt 4a O IN �7 i 9.6' 4 �tDG 17 r,23, X248, 1.20' W o •n rn OUTLINE OF RESIDENCE °•' INTERIOR � 34, 92' 1.30' i r� 8,50, 10. 1.30' x :. FOUND PLAIN "°"'�� 6,50, No. 4 REBAR ..... '.x� ._ I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR VIELE CONSTRUCTION, THAT IT IS NOT A LAND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 08/21/2012, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF TIME PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 J t BOULDER WALL,. STEPS FOR 5- 01w— HOT TUB F*0j? -r R C 00 W. rvl FLAGSTONE PATIO ON • _ m INDICATES A STONE BLENCH MTH LIGHT 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING THE CORNERS OF LOT 33 AS INDICATED. 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. wv 1 " «u GRAPHIC 1 ':�q ( IN FEET ) 1 inch = 10 ft. Y V f' Yvs•••T I ss 4 r O 0 m w bJ) $� RADIUS 352.26" DELTA 23'51'00* � U'i z ARC = 146.53' y- TANGENT = 74.39' CHORD = 145.55' , BRG = S78°27'30"E GRAPHIC 1 ':�q ( IN FEET ) 1 inch = 10 ft. Y V f' Yvs•••T I ss 4 O m