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Home My WebLink AboutDRB110356Design Review Board ACTION FORM Ton 0:Yu .JJhl -Y M= rU]+-%IEh Department of Community Development 75 South Frontage Road, Nail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com Project Name: 115 COMPANY (TAPLIN) Project Description: Participants: DRB Number: DRB110356 CHANGE TO APPROVE PLANS: REVISED DRAINAGE PLAN, REMOVAL & REPLACEMENT OF TWO TREES OWNER 115 COMPANY 08/15/2011 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT K.H. WEBB ARCHITECTS PC 710 WEST LIONSHEAD CIR, UNIT A VAIL CO 81657 License: C000001627 ARCHITECT K.H. WEBB ARCHITECTS PC 710 WEST LIONSHEAD CIR, UNIT A VAIL CO 81657 License: C000001627 Project Address: 115 FOREST RD VAIL Location: Legal Description: Lot: 30 Block: 7 Subdivision: VAIL VILLAGE FILING 1 Parcel Number: Comments: BOARD /STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 09/02/2011 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. 08/15/2011 Phone: 970-477-2990 08/15/2011 Phone: 970-477-2990 Cond:202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: $20.00 ver 10 11,03:19p - - p.1 r Department of Community Development r0� Of �A�Z 75 South Frontage Road Vail, Co 81657 Tel: 970- 479 -2126 www.vailgov.com Development Review Coordinator Application for Design Review Changes to Approved Plans General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An application for Design Review cannot be accepted until all required information is received by the Commu- nity development Department. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable. Fee: 102o TOWN OF 'V, ✓ Single Family Duplex Multi- Family Commercial Description of the Request: Changes to approved plans to include: 1) revised drainage plan due to substantial arnounts Of ground water, 2) the proposed removal and replacement of 4 evergreen trees due to the routing of the new drainage line Physical Address: 115 Forest Road, Vail Parcel Number: 2101- 071 -13 -030 (Contact Eagle Co. Assessor at 970- 328 -8640 for parcel no.) Property Owner: 115 Company Mailing Address: 49 S. L ayet�p Ln, Englewood, CO 801 13 Owner's Signature: Phone: Primary Contact/ Owner Representative: k.h.webb architects.pc Mailing Address: 710 W Lionshead Circle, Unit A, Vail, 81657 Phone- 970 -477 -2990 E -Mail: ky le @khwebb.com I stacey @khwebb.com Fax. . 970- 477 -2965 ror vrrtce use only: Cash_ CC: Visa J MC Last 4 CC # Exp. Date: Auth 4 Check 4 Fee Paid: Received From: (,J(1 W A7 Meeting Date: _ __. DRB No.: L Planner: project No: _ (� Zoning: Land Use; Location of the Proposal: Lot: Block. Subdivision: AUG 121011 i 1 4 PROPOSED LANDSCAPING Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footage GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Botanical Name Common Name Quantity Size PROPOSED TREES Picea Pungens spruce 4 6' ht. min. AND SHRUBS EXISTING TREES Picea Pungens spruce 3 0.5 caliper TO BE REMOVED Picea Pungens spruce 1 0.4 caliper Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footage GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Kronholm Civil Engineering, Inc. Memorandum DATE: August 11, 2011 PROJECT: 115 Forest Road TO: Chad Salli, PE TO: Stacey Goehring CO: Town of Vail Public Works CO: K.H. Webb Architects, PC RE: 115 Forest Road Drainage Improvements From: John W. Kronholm, PE President Chad, please find attached plans for 115 Forest Road Drainage Improvements. The proposed improvements include piping subsurface drainage and surface drainage from 115 Forest Road, through 64 Beaver Dam Road and discharging the improvements under Beaver Dam Road to Gore Creek. Permission to cross 64 Beaver Dam Road has been coordinated with the home owner and the signed agreements and proposed easement are forthcoming. The SGM Master Drainage Study map dated 06 -22 -05 indicates these proposed improvements are located in basin #18 with a 25 -year storm of 5 cfs and a 100 -year storm of 9 cfs. The proposed type 13 inlet and 12" RCP can accommodate the 5 cfs, however, with the current roadway geometry and the existing inlet located just to the east in this same basin, the full magnitude of the runoff event may never reach this inlet. Even though the proposed improvements on 115 Forest Road increase the percent impervious on the lot, when compared to the overall 23 acres of basin #18 this is not a significant increase. The proposed improvements do not contribute any off site basin runoff, but will be connected to the perimeter drain around the proposed residence on 115 Forest Road. The proposed culvert under Beaver Dam Road is proposed to be a 12 inch reinforced concrete pipe sloped at 4.65% connected to a CDOT type 13 valley inlet on the upstream side that will be cast in place due to the existing utilities in this area. The riprap outfall was designed for 5 cfs using HEC -14 and the detail is similar to the current FHWA Central Lands Riprap Apron. Please feel free to contact me if you require any additional information. John W. Kronholm, PE President johnk@kronholmcivil.com CELL: (970) 376 -4599 Mailing: P.O. Box 2392 Edwards, CO 81632 „c? 0 366 �:° Drainage, Utility Infrastructure, Water and Sanitation Infrastructure, Roadway Design, Land and Site Development Culvert Report Inlet P4 - Cast in place Type 13 Valley Hydraflow Express Extension for AutoCADO Civil 3D0 2008 by Autodesk, Inc. Beaver Dam Road Crossing Invert Elev Dn (ft) = 8140.00 Pipe Length (ft) = 45.00 Slope ( %) = 4.69 Invert Elev Up (ft) = 8142.11 Rise (in) = 12.0 Shape = Cir Span (in) = 12.0 No. Barrels = 1 n -Value = 0.013 Inlet Edge = Projecting Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.5 Embankment = 8140.96 Top Elevation (ft) = 8145.90 Top Width (ft) = 32.00 Crest Width (ft) = 12.00 aw (h) 614600 8145.00 8144.00 e143 no 8142.00 8141.00 8140 M 81399.00 Ueover Dam Hood Crossing Calculations Thursday, Aug 11 2011 Qmin (cfs) = 0.00 Qmax (cfs) = 5.00 Tailwater Elev (ft) = (dc +D) /2 Highlighted Qtotal (cfs) = 5.00 Qpipe (cfs) = 5.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 6.46 Veloc Up (ft/s) = 6.62 HGL Dn (ft) = 8140.96 HGL Up (ft) = 8143.03 Hw Elev (ft) = 8144.06 Hw /D (ft) = 1.95 Flow Regime = Inlet Control H. Depth Otl 3 89 289 169 089 .011 4.11 -211 -311 Reach [RI ck cuveh HGL Embank Inlet Report I Inlet P4 - Cast in place Type 13 Valley Hydraflow Express Extension for AutoCADO Civil 3D0 2008 by Autodesk, Inc. Friday, Jun 17 2011 <Name> Drop Grate Inlet Calculations Location = Sag Compute by: Q vs Depth Curb Length (ft) _ -0- Max Depth (in) = 24 Throat Height (in) _ -0- Grate Area (sqft) = 2.32 Highlighted Grate Width (ft) = 1.88 5 cfs capacity (50% > Q Total (cfs) = 10.00 Grate Length (ft) = 3.27 Clogging) at 7.76" Q Capt (cfs) = 10.00 depth. Q Bypass (cfs) _ -0- Gutter Depth at Inlet (in) = 7.76 Slope, Sw (ft/ft) = 0.020 Efficiency ( %) = 100 Slope, Sx (ft/ft) = 0.020 Gutter Spread (ft) = 66.53 Local Depr (in) _ -0- Gutter Vel (ft /s) _ -0- Gutter Width (ft) = 1.90 Bypass Spread (ft) _ -0- Gutter Slope ( %) _ -0- Bypass Depth (in) _ -0- Gutter n -value = -0- Al d,—: . m feet ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R110000987 Amount: $20.00 08/15/201111:09 AM Payment Method: Check Init: SAB Notation: 5021 - KH WEBB ----------------------------------------------------------------------------- Permit No: DRB110356 Type: DRB -Chg to Appr Plans Parcel No: 2101 - 071 - 1303 -0 Site Address: 115 FOREST RD VAIL Location: Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- DR 00100003112200 DESIGN REVIEW FEES 20.00 Bill Gibson From: Bill Gibson Sent: Wednesday, August 24, 2011 10:51 AM To: 'Stacey Goehring' Subject: RE: 115 Forest Road -- Tree removal and drainage plan submittal Hey Stacey, I am still waiting for review comments from the Public Works Department. Please coordinate Sheet 1 of 2 and Sheet A002 to reflect the same tree removal proposal. Additionally, revise sheet A002 to label the species and sizes of the proposed replacement trees. Sincerely, Bill Hi Bill, I just wanted to check in on our recent submittal for tree removal and revised drainage plan for the 115 Forest Road residence. Thanks much, Stacey Goehring Khwebb architects 1 LI, PROPOSED LANDSCAPING Botanical Name Common Name Quantity Size PROPOSED TREES Picea Pungens spruce 2 6' ht. min. AND SHRUBS EXISTING TREES Picea Pungens spruce 1 0.5 caliper TO BE REMOVED Picea Pungens spruce 1 0.4 caliper Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footage GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Bill Gibson From: Chad Salli Sent: Wednesday, August 31, 20113:06 PM To: Bill Gibson Subject: 115 forest rd no comments on the new storm drainage 91.1,3 :19P P.1 Department of Community Development 75 South Frontage Road Vail, CO 81667 TOWN Of V41 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator rIT ITTT I r6TTIMPTIOM T_# General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An application for Design Review cannot be accepted until all required information is received by the Commu- nity development Department. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable, Fee: $20 V Single Family I Duplex - Mullil-Family Commercial Description of the Request: Changes to approved plans to include: 1) revised drainage plan due to substantial amounts of ground water, 2) the proposed removal and replacement of /evergreen trees due to the routing of the new drainage line Physical Address: 115 Forest Road, Vail Parcel Number., 2101-071-13-030 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: 115 Company Mailing Address* 4960 S. i2Lay!ip Ln, Englewood, CO 80113 Owner's Signature: Primary Contact/ Owner Represen tative: k•h.webb archifects,pe Mailing Address: 710 W. Lionshead Circle, Unit A, Vail, 81657 Phone: 970-477-299 E-Mail: kyleftkhtivebb.com/stacey@khwebb.com Fax: 970-477-2965 I T 0 V _F\ LA L For Gfffoe Use Only; Cash„ CC: Visa I MC Last 4 CC # _ Exp. Dale: _ Auth 4 Fee Paid: Received From: - - Meeting Date; Planner. ORB No.: Project No: Check # Zoning: - Land Use: Location of the Proposal: Lot: Block:_ Subdivision: