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Home My WebLink AboutB14-0133 REV1 TransmittalNOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES mww OF . 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 #: B14 -0133 Project #: PRJ14 -0125 Job Address: 1251 WESTHAVEN CIR VAIL Applied.....: 04/22/2014 Location......: 1247 & 1251 WESTHAVEN CIRCLE Issued...: 10/15/2014 Parcel No....: 210312126002 OWNER FERRELL P. MCCLEAN REVOCABLE 04/22/2014 7939 SE GOLFHOUSE DR HOBE SOUND, FL 33455 APPLICANT CASABONNE ENTERPRISES INC. 04/22/2014 Phone: 970 -476 -5435 PO BOX 516 VAI L CO 81658 License: C000003633 CONTRACTOR CASABONNE ENTERPRISES INC. 04/22/2014 Phone: 970 -476 -5435 PO BOX 516 VAI L CO 81658 License: C000003633 Description: REPAIR OF FAILED RETAINING WALL, DRIVEWAY AND SNOWMELT SYSTEM Occupancy: R -3 Type Construction: VB Valuation: $137,000.00 *** wwwrwwwwwwwxx* xw* x** ww*** wwwwwwwwwww xwwwwww* w** * *xx *xxww * *wwwwwwxwwxwxww *wxxx* FEE SUMMARY wwwxxxxwwxx* xwwwwwxxwwwwwwwwwx* x* wx* wx** wwwwwwww *w *w * *wwwxwxwwxw *w*x* * * #t * * * *ww Building Permit --- - - - - -> $1,212.15 Bldg Plan Check -- - - - - -> $787.90 Use Tax Fee ---- -- ------ —> $2,540.00 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 --- ------- - ---- -> $40.00 Plumbing Permit - —> $540.00 Plmb Plan Check - -- > $135.00 Recreation Fee - - - - -- -> $0.00 Investigation---------- - - - - -> $0.00 Will Call---- - - - - -- — -- - - - - -> $10.00 TOTAL PERMIT FEES--------- -- - - -> $5,375.05 Payments -- ---- ------------- - - - - -> $5,375.05 wxwwwxr* x*** ww* wwwwwwwwwwwwwwwwxx* w***** xwwxwwwwwwwwwwwxx** xx* xx**** wx* xw** www* wwwwxwwwwww* wxxww* x** xx» wwwwwwwwwwwxwxx* BALANCE DUE------------ - - - - -> xw***** w* x* wwwwwwwwxwwwwwxx* w * *x * * *wwwwx* $0.00 * * * *w * *xwm * * *w * *www 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 CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B14 -0133 Address: 1251 WESTHAVEN CIR VAIL Owner: FERRELL P. MCCLEAN REVOCABLE TRUST Location: 1247 & 1251 WESTHAVEN CIRCLE combination permit-012811 TOWN OF VAIL 7 REQUIRED INSPECTIONS AND STATUSES Permit #: B14 -0133 Address: 1251 WESTHAVEN CIR VAIL Owner: FERRELL P. MCCLEAN REVOCABLE TRUST Location: 1247 & 1251 WESTHAVEN CIRCLE Item: 00010 BLDG - FOOTING 07/14/2014 By: sgremmer Action: AP Item: 00020 BLDG - Foundation /Steel 07/21/2014 By: sgremmer Action: DN Comments: work being done is not on approved set of drawing please submitt Pour at own risk- all work was done per engineered set of drawing on site Item: 00260 PLMB -Misc. Item: 00290 PLMB -Final Item: 00420 Special Inspect -final rept 10/13/2014 By: Martin Action: AP Item: 00090 BLDG -Final Item: 00542 PLAN -FINAL combination permit-012811 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R140001739 Amount: $168.48 10/15/201403:44 PM Payment Method:Credit Crd Init: SAB Notation: Visa -Peter Casabonne ----------------------------------------------------------------------------- Permit No: B14 -0133 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 121 - 2600 -2 2103 -121- 0701 -6 2103 - 121 - 0701 -7 2103 - 121 - 2600 -1 Site Address: 1251 WESTHAVEN CIR VAIL Location: 1247 & 1251 WESTHAVEN CIRCLE Total Fees: $5,375.05 This Payment: $168.48 Total ALL Pmts: $5,375.05 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 11.20 PF 00100003112300 PLAN CHECK FEES 117.28 UT 11000003106000 USE TAX 4% 40.00 Department of Community Development 75 South Frontage Road TOWN OF nVAL 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: Attention: evisions Response to Correction Letter y .Q.attached copy of correction letter 0 Deferred Submittal 0 Other Project Street Address: l / C.J��S (Number) (Street) (Suite #) Building /Complex Name: Description of Transmittal/ List of Changes, Items Attached: Applicant Information y'�L,» opDC� t , 54C _�C f N EC- a (architect cdnt3co w e /owns s p Contact Name: PCi-t_,/L C�S�13C�N E Address: QUO, `�Cx �� r Id`}�i� `2�'rJ�+(�T c)F C�>Pecw City _ VIA I L State: L3 zip; f I 1 f�SP�C -r I Contact Name: (use additional sheet if necessary) �b�B3 Contact Phone: 70 '3io Building Permits: ,G — , Revised ADDITIONAL Valuations (Labor & Materials) Contact E -Mail: �S��c� U� ` ' (DO NOT include original valuation) I hereby acknowledge that I have read this application, filled out : Building: $ 12 v ► ND in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according ; Electrical. $ to the to s zoning and subdivision codes, design review ap- proved, n ationa ing and Residential Codes and other Mechanical: $ ordina Moe own I' th re�o /./ � X i � j /�"� ; Total: $_0 OwnerfOwner's Representative Signature (Require For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Date Received: D CP_C IEqME D OCT 06 2014 TOWN OF VAIL TOWN *VAIL FINAL REPORT OF SPECIAL INSPECTIONS Project: 1251 Westhaven Circle Permit Number: B14 -0133 Project Location: 1251 Westhaven Circle Owner Ferrel P McCLean Address 1251 Westhaven Circle City: Vail Zip: 81657 Special Inspections Agency - Design PFofesslefta1 trrGhaf GROUND Engineering Consultants, Inc. Address: PO Box 464 City: Gypsum State: CO Zip: 81637 Phone: (970) 524 -0720 Fax: (970) 524 -0720 E- mail:ChrisH @groundeng.com Car1H @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. 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. *See reports 14- 6533.helical.140611 and 14- 6533.heleical.140612 Prepared by: Carl Henderson, P.E. T pe or Print N e Signature 9/03/2014 Date -12- 38882 z: Preparer's Seal and Signature Required GROUND Client: Mr, Peter Casabonne Casabonne Enterprises PO Box 516 ENGINEERING CONSULTANTS Vail, CO 81658 1249 & 1251 Westhaven Circle Job No: 13 -6533 Date: June 12, 2014 General Comments As scheduled, a representative arrived on -site to perform the below discussed services and we have the following comments. While on site, we observed that all connecting brackets between the counterforts, footing, and helical piers had been installed. Bolted /nutted connections appeared to be snug tight when checked with wrench. Peter Casabonne with Casabonne Enterprises, Inc. was notified of our observations. l iJ zia . �jti"Er , I.� 1 •i Field Representative: Shane Sorensen Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper GROUND Client: Mr, Peter Casabonne Casabonne Enterprises PO Box 516 ENGINEERING CONSULTANTS Vail, CO 81658 1249 & 1251 Westhaven Circle Helical Pier Cover Report Date: June 11, 2014 Job Number: 14 -6533 General Contractor: Casabonne Enterprises, Inc. Rep. Notified: Peter Casabonne As scheduled, a representative visited the project site to perform special inspections on helical piers at requested locations. Comments or Photos: Yes No Discrepancies reported this date? O O How Many Pages Attached: 1 Field Representative: Chris Hutto www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper GROUND Client: Mr. Peter Casabonne Casabonne Enterprises PO Box 516 ENGINEERING CONSULTRNTS Vail, CO 81658 1249 & 1251 Westhaven Circle Installation Date: June 11, 2014 General Contractor: Casabonne Enterprises, Inc. Installation Contractor: Colorado Grouting, Inc. Pier Manufacturer: MacLean Dixie Installation Equipment: John Deere 35C Mini Ex Installation Area: Driveway Retaining Wall - Existing Helical Pier Log Job Number: 14 -6533 Rep. Notified: Peter Casabonne Rep, Notified: Nicholas Higgs Torque Method: Pressure gauge Pier Designation S -2 S -3 S -4 S -5 S -6 CF -2 CF -3 CF -4 Pier Location South Wall South Wall South Wall South Wall South Wall S Counterfort S Counterfort S Counterfort Ground Surface (ft.) 41'9" 41'9" 41'9" 41'9" 41' 9" 41'9" 41' 9" 41' 9" 0 Planned Top of Pier (ft.) 37'9" 37' 9" 37' 9" 37-9" 37'9" 38'9" 38'9" 38'9" m w Deviation (ft.) 0 0 0 0 0 0 0 0 Horizontal Deviation (ft.) 0 0 0 0 0 0 0 0 0 Inclination Angle (0) 90 90 90 90 90 90 90 90 0 CL Inclination Deviation (0) 2 1 1 3 2 2 2 2 Required Minimum (ft.) 14 14 14 14 14 14 14 14 L C Total Installed (ft.) 14 14 14 14 14 14 14 14 J Above Ground (ft.) 0 0 0 0 0 0 0 0 Length (ft.) 7 7 7 7 7 7 7 7 E a) Number of Helices 1 1 1 1 1 1 1 1 a j Helix Diameter(s) (in.) 8 8 8 8 8 8 8 8 Installed Lengths (ft.) 7 7 7 7 7 7 7 7 0 Helices (if any) 0 0 0 0 0 0 0 0 X w Cut -Off Length (ft.) 0 0 0 0 0 0 0 Required Torque G o m (ft. -Ibs.) N/A N/A N/A N/A N/A N/A N/A N/A Final Torque 2500+ 2500+ 2500+ 2500+ 2500+ 2500+ 2500+ 2500+ �U (ft. -Ibs.) Other 12+ Kip 12+ Kip 12+ Kip 12+ Kip 12+ Kip 12+ Kip 12+ Kip 12+ Kip Planned Type (e.g., bedrock) Native Native Native Native Native Native Native Native o E a Planned Penetration (ft.) 14 14 14 14 14 14 14 14 rn � Actual Penetration (ft.) 14 14 14 14 14 14 14 14 Field Technician: Chris Hutto Comments: Pier and Counterfort Locations labeled West to East. All Piers and Counterforts observed were driven to 14 feet and Final Torques registered over 12 Kips. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper