The URL can be used to link to this page

Home My WebLink AboutB14-0033 2 �a � � � 2 Department of Community Development D �S �y LS 75 South Frontage Road TQWN OF VAII ' va�i, co s�ss7 MAR 1 01014 Te1: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDIN ICATION (Separate applications are required for alarm &sprinkier) /� q � G Project Street Address: Project#: V' fCi � l� � d 2� 1 y�� ,�, .� �) /�`f�'� D R B#: (Number) (Street) (Suite#) � 1 t c � O� � Building Permit#: �"� BuildinglComplex Name��D�J�� Contractor Information Lot#: Block# Subdivision: Business Name: �� Work Class: New( ) Addition( vr Alteration( ✓� Business Address: �ity ��..// ,, State:�_Zip:�� Type of Building: Single-Family( �uplex( ) Multi-Family( ) Contact Name: Commercial ( ) Other( ) . � : Contact Phone: c Work Type: Interior( ) Exterior( ) Both (✓� Contact E-Mail: � � I hereby acknowledge at I have read this application,filled out Valuation of 4 in full the information required,completed an accurate plot plan, Work Included Plans Included Work . .. _ __. . . > .. .. .__ � and state that all the information as re uired is correct. I a ree to ' 9 9 Electrical� �(� )Yes ( )No ( )Yes ( )No comply with the information and plot plan,to comply with all Town _ ordinances and state laws, and to build this structure according to Mechanical ( )Yes ( )No ( )Yes ( ) o � the town's zoning and subdivision codes, design review ap- '� proved,Intemational Building and Residential Codes and other Plumbing OYes ONo OYes ONo�� : ordinances of the Town applicable thereta ' � 'Building ( )Yes ( )No ( )Yes ( ) r X Value of all work being performed: $ � Owner wner's Repre tative Signature(Required) '(value based on IBC Section 109.3&IRC Section 108.3) ! � Electrical Square Footage Applicant Information Detailed Scope and Location of Work: Applicant Name: �� 17as'�L-- � Applicant Phone: ��,�� /ST/�(,)L�� Applicant E-Mail: � Project Inform tion � Owner Name: � �—��- � Parcel#: ��'t��d�� (�° �" � (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visft � www.eaglecounty.uslpatie) /��i. /.J�� /�/� �!�l��. �itid e i n ) �� For Office Use Only: Date Received: Fee Paid: Received From: Cash Check# CC: Visa/MC Last 4 CC# exp date: Auth # I S-Mar-2012 G LKP Engineering, Inc. CIVIUGEOTECHNICAL June 16, 2014 Mr. Bob Boymer RE: Open Hole Observation -Hot Tub -South Wall P.O. Box 1001 Lot 30, Glen Lyon Subdivision Vail, CO 81658 1250 Westhaven Circle, Town of Vail Eagle County, Colorado Project No. 14 -2943 Dear Mr. Boymer: At your request, on June 13, 2014, we visited the construction site for the proposed addition at 1250 Westhaven Circle, Town of Vail, Eagle County, Colorado. The purpose of our site visit was to observe the soils exposed in the foundation excavation for the proposed addition. We observed the excavation addition for the south wall of the new hot tub location. An Assumed soil bearing pressure of 2000 psf was used on the structural drawings done by Mr. Tim Boyle, File No. Ferg -S4, dated March 14, 2014. The excavation consisted of a rounded "L" shaped trench that was approximately 15 feet by 25 feet. The trench was approximately 15 feet south of the existing residence. The soil exposed in the foundation excavation consisted of light brown, sandy, gravel with large sandstone boulders. The excavation cuts ranged from about four to six feet below the existing grade. The soil exposed in the foundation excavation for the proposed addition is suitable for the designed maximum allowable soil bearing pressure of 2000 psf. The bottom of the excavation was compacted Soft spots were not reported. a We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The bottom of the excavation was compacted. Soft spots were not reported. Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at- rest" condition. Laterally unrestrained structures, retaining the on -site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof P.O. Box 2837, Edwards, CO 81632 Tel (970) 926 -9088 Mr. Bob Boymer Page 2- Project No. 14 -2943 June 16, 2014 drains and downspouts should extend and discharge beyond the limits of the backfill. It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain. The foundation perimeter drain should consist of a 4 -inch diameter, perforated pipe, sloped to a suitable gravity outlet, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The bottom of the trench adjacent to the footing should be lined with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be covered with a minimum of 6 inches of -3/4 -inch free - draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free - draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. The findings and recommendation stated above are based on the soil conditions observed and tested in the foundation excavation only. There is no other warranty either expressed or implied. Sincerely, LKP ENGINEERING, INC. \,, '' t�O•�REG /LS�:'� %,,�� G- =CU • • Zla7 r/�04 4-� _ 295? : w e Cl,�ei Luiza Petrovska, PE s�o N NV ` J:\ WP X4 -LKP\ 2014 \14- 2943open- southhottub.wpd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926 -9088 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 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 -0033 Project #: PRJ13 -0249 Job Address: 1250 WESTHAVEN CR VAIL Applied.....: 03/10/2014 Location......: Issued...: 04/07/2014 Parcel No....: 210312403001 OWNER FERGUSON, JOHN & VIOLET 03/10/2014 3 HEPPLEWHITE WY THE WOODLANDS, TX 77382 APPLICANT BOYMER CONSTRUCTION INC. 1817 MEADOW RIDGE RD. #6 VA I L CO 81657 License: C000003253 CONTRACTOR BOYMER CONSTRUCTION INC 1817 MEADOW RIDGE RD. #6 VAI L CO 81657 License: C000003253 03/10/2014 Phone: 970 - 390 -9239 03/10/2014 Phone: 970-390-9239 Description: FERGUSON ADDITION - REMODEL TO EXISTING EXTERIOR (WINDOWS, DOORS, RAIL, ROOF, DECKS, DRIVEWAY, OUTDOOR KITCHEN, FIREPLACE, WATER FEATURE, LANDSCAPING) Occupancy: R -3 Type Construction: VB Valuation: $582,000.00 ............................................... ............................... FEE SUMMARY ..,.,.,........_...,,.,._..............,,,... ...........,............_,.,... Building Permit ------ - - - - -> $3,623.25 Bldg Plan Check ----- - - - - -> $2,355.11 Use Tax Fee------------------ - - - - -> $11,440.00 Electrical Permit ---- - - - - -> $115.00 Elec Plan Check ------ - - - - -> $74.75 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $600.00 Mech Plan Check ---- - - - - -> $150.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $120.00 Plmb Plan Check ---- - - - - -> $30.00 Recreation Fee--------------- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES--------- - - - - -> $18,528.11 Payments ------------------------------- > $18,528.11 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 1 'I CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B14 -0033 Address: 1250 WESTHAVEN CR VAIL Owner: FERGUSON, JOHN & VIOLET Location: Cond: CON0013628 On Street ( Westhaven Circle) parking will be approved when contractor submits a Public Way Permit applicaton. Current plan submitted does not provide adaquate site distance for the public. I have commuicated this with the contractor, Bob Boymer. combination permit_012811 *VAILTOWN REQUIRED INSPECTIONS AND STATUSES Permit #: B14 -0033 Owner: FERGUSON, JOHN & VIOLET Address: 1250 WESTHAVEN CR VAIL Location: Item: 00120 ELEC -Rough Item: 00021 PLAN -ILC Foundation Plan Item: 00502 PW -Rough Driveway Grade Item: 00503 PW -Final Driveway Grade Item: 00501 PW- Access /Staging /Erosion Item: 00543 PW FINAL Item: 00542 PLAN -FINAL Item: 00090 BLDG -Final combination permit_012811