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Home My WebLink AboutB13-0360 \( i 08-27-2014 Inspection Request Reporting Page 7 4:01 pm Vail, CO - City Of �� r%<,� Requested Inspect Date: Thursday,August 28,2014 Site Address: 787 POTATO PATCH DR VAIL EAST UNIT(LIZ CRONIN) A/P/D Information Activity B13-0360 Type: COMBO Sub Type: ADUP Status: ISSUED Const Type Occupancy: Use: Insp Area: Owner DOROTHY ELIZABETH CONI TRUSTEE Applicant: SUNDER INC Phone: 970-390-1885 Contractor: SUNDER INC Phone: 970-390-1885 Description: retaining wall,staircase on east side of structure Comment: paper submittal scanned to laserfiche and routed to D-4-CGODFREY Requested Inspection(s) Item• 542 PLAN-FINAL Requested Time: 08:00 AM Requestor SUNDER INC Phone: 970-390-1885 Comments 390-1885 Assigned To GRUTHER Entered By: JMONDRAGON K Action Time Exp: Item 90 BLDG-Final Requested Time: 08:30 AM Requestor SUNDER INC Phone: 970-390-1885 Comments 390-1885 Assigned To SGR Entered By: JMONDRAGON K Action =t_ , Time Exp: Item 190 ELEC-Final Requested Time: 09:30 AM Requestor SUNDER INC Phone: 970-390-1885 Comments 390-1885 Assigned To SGRE ,; Entered By: JMONDRAGON K Action ��t,, Time Exp: Item• 290 PLMB-Final Requested Time: 10:00 AM Requestor SUNDER INC Phone: 970-390-1885 Comments 390-1885 Assigned To SGRE -4 Entered By: JMONDRAGON K Action Time Exp: 3 P I, Inspection History Item: 120 ELEC-Rough • 11/05/13 Inspector: JRM , Action: PI PARTIAL INSPECTION Comment: CONDUIT IN TRENCH ONLY NIA WIRE Item 210 PLMB-Underground Item 230 PLMB-Rough/Water Item 10 BLDG-FOOTING Approved** 10/10/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel "Approved** 10/21/13 Inspector: sgremmer Action: AP APPROVED Comment: tern 30 BLDG-Framing tern 70 BLDG-Misc. tern 90 BLDG-Final tern 542 PLAN-FINAL tern 190 ELEC-Final tern 290 PLMB-Final tern 200 MECH-Rough "Approved** 11/12/13 Inspector: JRM Action: AP APPROVED Comment: SNOW MELT DRIVEWAY APPROVED REPT131 Run Id: 14856 I lepwt rth-I'awlok Geotechnical, Inc. twai 5020 County Read 154 Glenwood��rin�;,C:,>It�r:!tic,filEit?1 Geoltech Gle Phone: 970-945 ,i, ti_ HEPWORTH-PAWLAK GEOTECHNICAL Fa.:970.945.8454 eartiI: hp4et?tr�hp�;entech.cm November 26, 2007 D E Sunder, Inc. OCT 0 9 Attn: John Sunderland J P.O. Box 1393 TOWN OF VAIL Edwards, Colorado 81632 Job No. 107 0825 Subject: Observation of Excavation, Proposed Duplex, Lot 23, Vail Potato Patch, 789 Potato Patch Drive,Vail, Colorado. Dear Mr. Sunderland: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on November 6, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Sunder, Inc., dated October 31, 2007. Hepworth-Pawlak Geotechnical, Inc. previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated August 21, 2007, Job No. 1010463; The proposed duplex will be a two story wood frame structure over a walkout basement level stepped into the south facing hillside. The garages will be at the main level. Ground floor will be slab-on-grade. Spread footings placed on the natural granular soils and sized for an allowable soil bearing pressure of 2,000 psf were used in the design based on our previous report. At the time of our visit to the site,the foundation excavation was mostly complete and had been cut in multiple levels from about 3 to 15 feet below the adjacent ground surface. Several areas in the central portion of the building had not been completed. The excavation stepped down the south facing hillside. The soils exposed in the bottom of the excavation generally consisted of clayey sand with gravel and scattered cobbles. Organic soils were exposed in the garage slab area. Results of swell-consolidation testing performed on a sample of clayey sand with gravel taken from the site, shown on Figure 1; indicate the soils have low compressibility under existing moisture conditions and light loading and a minor collapse potential(settlement under constant load)when wetted. The sample showed moderate compressibility upon increased loading after wetting. No free water was encountered in the excavation and the soils were slightly moist to moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural granular soil designed for an allowable soil bearing pressure of 2,000 psf should be adequate for support of the Parker 303-341-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Sunder, Inc. November 26, 2007 Page 2 proposed duplex. There could be some post-construction settlement of the foundation if the bearing soils become wet. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. The topsoil should be removed from the garage slab area. The bearing soils should be protected against frost and concrete should not be placed on frozen soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on-site soil, excluding vegetation, topsoil and oversized rock, as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the basement walls and prevent wetting of the lower level. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 95%of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. Landscape that requires regular heavy irrigation, such as sod, and sprinkler heads should not be located with' 5 feet t of the foundation Other recommendations contained in our previous report s h o The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsoil study. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. We truction which could change the in the subsurface conditions evaluated during recommendations contained in this letter. If you have any questions or need further assistance,please call our office. Sincerely, HEPWORTH—PA .1 . K G :( refs ``liPtk C. t �. OQ;r'`,0 ADA• �.1 al' �• 0 Jordy Z. Adamson, Jr.,P ;� i Rev:by: DEH tii a 'A% ��'.� sass a.a .kk SS/ONM.. iI`�.I•w.. .rte... JZA/ksw attachment Figure 1 — Swell-Consolidation Test Results Job No. 107 0825 GHsth Moisture Content = 11.3 percent Dry Density = 117 pcf -200 = 32 percent Sample of: Clayey Sand with Gravel From: Bottom of Excavation at North Side 0 • • 1 Compression upon wetting 2 c 0 175 3 • 4 • 5 0.1 1.0 10 100 APPLIED PRESSURE-ksf H 107 0825 Ch SWELL-CONSOLIDATION TEST RESULTS I Figure 1 HEPWORTH-PAWLAK GEOTECHNICAL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES , j• ��ra�v�u; . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0360 Project #: PRJ13-0415 Job Address: 789 POTATO PATCH DR VAIL Applied.....: 08/30/2013 Location......: WEST UNIT (LIZ CRONIN) Issued. . . : 09117/2013 Parcel No....: 210106301077 OWNER SOHAM INVESTMENTS LLC 08/30/2013 511 LIONSHEAD MALL VAIL, CO 81657 APPLICANT SOHAM INVESTMENTS LLC 08/30/2013 511 LIONSHEAD MALL VAIL, CO 81657 CONTRACTOR SUNDER INC 08/30/2013 Phone: 970-390-1885 PO BOX 1393 EDWARDS � CO 81632 License: C000003231 Description: retaining wall,staircase on east side of structure Occupancy: Type Construction: Valuation: $52,000.00 ......x,.«..............................,....,x,..=....._......,...._.,.._...,,.... FEE SUMMARY ,.......�.,..,�.......,,.....,......_...,,_.........,,_,,...,.........,......,......, Building Permit-----------> $657.75 Bldg Plan Check----------> $427.54 Use Tax Fee-----------------------� $840.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $45.00 Plmb Plan Check---------> $11.25 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $15.00 TOTAL PERMIT FEES--------------> $1,996.54 Payments-------------------------------> $1,996.54 BALANCE DUE------------------------> 50.00 ..,�..................x,..,,.,,...,.,..._,x..,,=.,......,....x..........,,,...............,....,.....,,,......,...,..,,...,,..,.,,,................,......,,.........,...............,,,.. DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, 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. combination permit_012811 . � • �� 1 �+x+w��...x+.+.rwwwx��:r:vwx,r�+.�+.+.+.��w++.�.z,e.,r+.w�+.xw+.+.�,r.++�v.,..+nr,rw..�ax,r++�,raw+**++*xx+.+.,+e:+.+.+w.x�+rw.�.+.e�,e..xs.�,r,r+w+.��+x+�x�w+w��w.rt„+.ewww++.�+.ws.s.x.x+.e�w.xw�+xx��w..w��.x.+.,++xwxw,r.�w• CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 613-0360 Address: 789 POTATO PATCH DR VAIL Owner: SOHAM INVESTMENTS LLC Location: WEST UNIT (LIZ CRONIN) .......................................................................................�..............,....,..,,...,,.................�....,,........,........,x....,,..,,,.,..,,..., combination permit_012811 � � T�O�N QF YAI� ' *�*,***********,�*************************..************.***�******,*********,**************************,.,**,.***�**„***********.***,**.*.*****,***** REQUIRED INSPECTIONS AND STATUSES Permit#: 613-0360 Address: 789 POTATO PATCH DR VAIL Owner: SOHAM INVESTMENTS LLC Location: WEST UNIT (LIZ CRONIN) **�,.�**�,.�***********************«****««*****�****�.,«***««***«**«**********.********«******«***«***************�*«****«*******�*************««******* Item: 00120 ELEC-Rough Item: 00210 PLMB-Underground Item: 00230 PLMB-Rough/Water Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing Item: 00070 BLDG-Misc. Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL Item: 00190 ELEC-Final Item: 00290 PLMB-Final combination permit_012811 ********+******************+******************************************+********+*****+****** TOWN OF VAIL, COLORADO Statement ***************************************************************+**************************** Statement Number: R130001471 Amount: $1, 557.75 09/17/201302: 13 PM Payment Method:Credit Crd Init: CG Notation: visa john sunderland ---------------------------------------------------------- Permit No: B13-0360 Type: COMBINATION BLDG PERMIT Parcel No: 2101-063-0107-7 Site Address: 789 POTATO PATCH DR VAIL Location: WEST UNIT (LIZ CRONIN) Total Fees: $1, 996.54 This Payment: $1, 557.75 Total ALL Pmts: $1, 996.54 Balance: $0.00 ******************************************************************************+************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ BP 00100003111100 BUILDING PERMIT FEES 657 .75 PP 00100003111100 PLUMBING PERMIT FEES 95.00 UT 11000003106000 USE TAX 40 840.00 WC 00100003112800 WILL CALL INSPECTION FEE 15.00 ------------------------------------------------------------ 1 � Department of Community Development � 75 South Frontage Road TQWN OF VAil. ' va�i, co a�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street dd^ess: Qn /� Project#: �' 1_3'"�'C-1,� �� O A'�� If /T�G� �i�' DRB#: ..f/i`1J� «-O��' (Number) (Street) (Suite#) r�, Building Permit#: ��(� - v-�� Building/Complex Name: Contractor Information Lot#:L 3 Block# Subdivision: �� 1�1 a ��'� Business Name: �V/"� {I'�� ' Business Address � + ?�3 Work Class: New� Addition� Alteration� Ciry �� State: � Zip: ��J� Type of Building: , � Q�� :Single-Family� Duplex�j Multi-Family� Contact Name: A Commercial�j Other� Contact Phone: �� 3�ID- '�� Contact E-Mail: v ��U�� ' �0 Work Type: Interior�j Exterior�oth O I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Inciuded Plans Included Work and state that all the information as required is correct. I agree to Elec4rical es Q)No Q)Yes �)No 00 � comply with the information and plot plan,to comply with all Town ' ordinances and state laws, and to build this structure according to ;Mechanical �jYes � Jo �Yes QjNo the town's zoning and subdivision codes, design review ap- �,p proved,Intemational Building a esidential Codes and other Plumbing Yes �)No QjYes �jNo ��OD f r ordin�an��f the Town ap 'cabl�,e. hereto. ep �' Budding �jYes Q)No �es Q)No ' �' �dLaC� X � , � �� '✓ Value of ali work being performed: $�Z 0�.0 a Owner/Owner's Rep esentative Signature(Required) ;(value based on IBC Sedion 109.3 8 IRC Section 108.3� Electrical Square Footage w._..___.._________.__w.__.._.__. __..._. _.__._. . _. . ., .. _. Applicant Information Detailed Scope and Location of Work: Applicant Name: S�/lY,�-� � l��„ • �� w�L�, S,r;-,n,2 i ol o� (��/ I RT! '��> Applicant Phone: -I '/� ��- �� ,��J� ��1 SI�IL � 5�� . Applicant E-Mail: '�p ��-� V�L � '�4-� Project Information�'},�_.� �C^�� /b i�� Owner Name: ✓l��l a-�;� �( Parcel#: �� Y � �3 �� 7 � (For Parcel#,contact Eagle County Assessors Office at(970328-8640 or visit www.eag lecounty.us/patie) � ' (use additional sheet if necessary) For Office Use Only: Fee Paid: �' �� Date Received: � � � � � �r Received From: D Cash Check # AUG Qj� �013 CC: Visa/MC Last 4 CC# exp date: �� 7:3s Auth # TOWN OF VAIL 15-Mar-2012 ****************************************+***********+********+*****++*****+***************** TOWN OF VAIL, COLORADO Statement *****************************+****************+*********+*******************************s*+* Statement Number: R130001331 Amount: $438.79 08/30/201310:51 AM Payment Method:Credit Crd Init: CG Notation: visa john sunderland ----------------------------------------------------------------------------- Permit No: B13-0360 Type: COMBINATION BLDG PERMIT Parcel No: 2101-063-0107-7 Site Address: 789 POTATO PATCH DR VAIL Location: WEST UNIT (LIZ CRONIN) Total Fees: $1, 996.54 This Payment: $438.79 Total ALL Pmts: $438.79 Balance: $1, 557.75 ***************a******+*********+*************************************************+********* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 438 .79 ----------------------------------------------------------------------------- NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 6 MA Of VAIL Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0360 Project #: PRJ13-0415 Job Address: 787 POTATO PATCH DR VAIL Applied.....: 08/30/2013 Location......: EAST UNIT (LIZ CRONIN) Issued. . . : 09/17/2013 Parcel No....: 210106301078 OWNER DOROTHY ELIZABETH CRONIN TRU 08/22/2012 PO BOX 487 VAIL, CO 81658 APPLICANT SUNDER INC 09/18/2013 Phone: 970-390-1885 PO BOX 1393 EDWARDS CO 81632 CONTRACTOR SUNDER INC 08/30/2013 Phone: 970-390-1885 PO BOX 1393 EDWARDS CO 81632 License: C000003231 Description: retaining wall, staircase on east side of structure Occupancy: Type Construction: Valuation: $52,000.00 ................................................................................. FEE SUMMARY -,......,.........................,...........,,......__,,._„_.,.,...,_,..,.,. Building Permit-----------> $657.75 Bldg Plan Check----------> $427.54 Use Tax Fee-----------------------> $840.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $45.00 Plmb Plan Check---------> $11.25 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 will Call------------------------------> $15.00 TOTAL PERMIT FEES--------------> $1,996.54 Payments-----------------------—------> $1,996.54 BALANCE DUE---------------------> $0.00 DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, 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. combination permit-012811 TUWNOF VI 1 xxx!l rwxxxxxrx#r#r#1##+!!1fl wwxxxxxxxxxrxxr#rlx#####w++wxl wxxxwxxxxxxxxxxrrrrr#1#11111wwl 1wxxxxxxxxxrxr#1#1++1ww!l wxxxwrwx#rl+#++1#+wr++lxxxxxrxr###111111+!l::xwwwxwxrrrrrrrrrr+lw+# CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B13-0360 Address: 787 POTATO PATCH DR VAIL Owner: DOROTHY ELIZABETH CRONIN TRUST, DOROTHY ELIZABETH CRONIN TRUSTEE Location: EAST UNIT(LIZ CRONIN) +xxl wxfxrxxfxxrtrrlr#111111HRwwxxxxxxxxxxrxrlrl+l f#wwwwRRlxxxxxxxxxxxxwrrxxxxrrrrrrrrr twirl#f!kl wwxxxrflfxrrrrx1111ff+l 1lwwxxxxxxrrrrrlrll##!wf#wxxxxxxxxxxxrrrr#xrrrrrlll#1w#!x#xww combination permit-012811 TOWN OF VAIL ` REQUIRED INSPECTIONS AND STATUSES Permit#: B13-0360 Address: 787 POTATO PATCH DR VAIL Owner: DOROTHY ELIZABETH CRONIN TRUST, DOROTHY ELIZABETH CRONIN TRUSTEE Location: EAST UNIT (LIZ CRONIN) Item: 00120 ELEC-Rough Item. 00210 PLMB-Underground Item: 00230 PLMB-Rough/Water IItem: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing Item: 00070 BLDG-Misc. Item. 00090 BLDG-Final Item: 00542 PLAN-FINAL Item: 00190 ELEC-Final Item: 00290 PLMB-Final combination permit-012811