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Home My WebLink AboutDRB080334Ak Design Review Board਍ഀ All ACTION FORM਍ഀ l Department of Community Development਍ഀ TOM LI ' 75 South Frontage Road, Vail, Colorado 81657਍ഀ tel: 970.479.2139 fax: 970.479.2452਍ഀ r ti =ta=z# r C04u"ki'^, web: 'www.vailgov.com਍ഀ Project Name: Vail Mountain View Res. Change DRB Number: DRB080334਍ഀ Project Description:਍ഀ Participants:਍ഀ CHANGES TO APPROVED PLANS: REVISED SITE AND LANDSCAPING DESIGN. CHANGES਍ഀ INCLUDE RETAINING WALLS AROUND THE PARKING STRUCTURE AND THE SOUTHWEST਍ഀ CORNER ASSOCIATED WITH THE SIDEWALK.਍ഀ OWNER RON BYRNE 08/05/2008਍ഀ 285 BRIDGE ST਍ഀ VAIL਍ഀ CO 81657਍ഀ APPLICANT RON CONSTEIN 08/05/2008਍ഀ 285 BRIDGE ST਍ഀ VAIL਍ഀ CO 81657਍ഀ Project Address: 442 S FRONTAGE RD WEST VAIL Location: APOLLO PARK਍ഀ Legal Description: Lot: Block: Subdivision: APOLLO PARK/INTERVAL਍ഀ Parcel Number: 2101-082-4602-3਍ഀ Comments: See Conditions਍ഀ BOARD/STAFF ACTION਍ഀ Motion By: Action: STAFFAPP਍ഀ Second By:਍ഀ Vote: Date of Approval: 08/26/2008਍ഀ 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.਍ഀ 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.਍ഀ Cond: CON0010262਍ഀ v਍ഀ THE APPLICANT SHALL NOT CONSTRUCT ANY RETAINING WALLS IN EXCESS OF 6 FEET IN HEIGHT,਍ഀ ALL RETAINING WALLS IN EXCESS OF 4 FEET IN HEIGHT SHALL BE APPROVED THROUGHT਍ഀ BUILDING PERMITING PROCESS.਍ഀ Planner: Warren Campbell DRB Fee Paid: $20.00਍ഀ It਍ഀ --r Development Review Coordinator਍ഀ Community Development Department਍ഀ 75 South Frontage Road, Vail, Colorado 81657਍ഀ te1:970.479.2128 fax: 970.479.2452਍ഀ R r web: www.vaiigov.com਍ഀ 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 Community Development Department. Design review approval lapses unless਍ഀ a building permit is issued and construction commences within one year of the approval.਍ഀ Submittal Requirements:਍ഀ 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes਍ഀ 2. Joint Property Owner Written Approval Letter, if applicable਍ഀ 3. Fee: $20਍ഀ Description of the Request: INMIEC's bli-C Apo CA&*StAf bES164਍ഀ Single Family Duplex Multi-Family਍ഀ Location of the Proposal: Lot: T J Block: Subdivision: VV-਍ഀ Physical Address: ! Z .Swjw FAN-mc- rto਍ഀ Parcel No.: Z 10 S ZL + 00 5 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)਍ഀ Zoning: N t~ M F਍ഀ Name(s) of Owner(s): LONI k iL VAI t.਍ഀ Mailing Address:਍ഀ R %a CC Sr. VA I L Go 916 5-?-਍ഀ Owner(s) Signature(s):਍ഀ Name of Applicant: R4>fJ Cpo4 STf ~ A)਍ഀ Mailing Address: Gb A St i C h U I- Y1 et਍ഀ UPS RItlow sr ijA►L Phone: 11 ?-0 110 O I'l S਍ഀ E-mail Address: Fax:਍ഀ For Office I~ O,r lya਍ഀ Fee Paid: eck No.. By:਍ഀ Meeting Date:_ 4f ORB No.:਍ഀ Planner: ~W(=~ Project No.:਍ഀ ਍ഀ C C F9, 0 `'V';' TiF਍ഀ D਍ഀ AUG 0 5 2008਍ഀ TOWN OF VAIL਍ഀ Phone: 9} d 4-16 l t 8਍ഀ y਍ഀ ਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080001317 Amount: $20.00 08/05/200803:31 PM਍ഀ Payment Method: Cash Init: JLE਍ഀ Notation: RON CONSTEIN਍ഀ ਍ഀ Permit No: DRB080334 Type: DRB-Chg to Appr Plans਍ഀ Parcel No: 2101-082-4602-3਍ഀ Site Address: 442 S FRONTAGE RD WEST VAIL਍ഀ Location: APOLLO PARK਍ഀ 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਍ഀ RESORT DESIGN਍ഀ ASSOCIATES਍ഀ INTERNATIONAL਍ഀ August 21, 2008਍ഀ Town of Vail Department of Community Development਍ഀ Attn: George Ruther, Director਍ഀ 75 South Frontage Road਍ഀ Vail, CO 81657਍ഀ RE: Mountain View Residences on Gore Creek਍ഀ Site and Landscape Design Revisions਍ഀ Dear Mr. Ruther,਍ഀ Attached are the revised site and landscape drawinr that address the agreed upon changes਍ഀ during the preliminary approval meeting on June 6 2008 for the above referenced project. These਍ഀ revisions are primarily to accommodate site conditions and improve the landscape design in਍ഀ several areas of the project. This includes the pool area that you have already reviewed and਍ഀ approved, pending submittal of a revised landscape design and planting list attached.਍ഀ These drawings are to be used for your design review approval and Safebuilt code compliance਍ഀ review and approval.਍ഀ SUMMARY OF SITE DESIGN REVISIONS: (please refer to the attached drawings)਍ഀ 1. South hillside between building and Town of Vail path along Gore Creek:਍ഀ a) Delete crusher fines path extending along south side of building adjacent to Level 1਍ഀ terraces.਍ഀ b) Regrade south area as a result of deleting the path.਍ഀ c) Redesign southeast stair down to the path along Gore Creek to make a more gradual਍ഀ ascent/descent.਍ഀ d) Revise landscape plan and planting list accordingly.਍ഀ 2. Area on the west end of the building:਍ഀ a) Tyrolean deck will remain as is.਍ഀ b) Adjust the tread/riser layout of the upper stair on the west side of the building.਍ഀ c) Modify grading and planters along the path connecting the upper and lower stair on the਍ഀ west side of the building and increased boulder wall on west side of path.਍ഀ P.O. Box 6836 • 30 Benchmark Road • Avon • Colorado • 81620਍ഀ Phone: 970.949.0899 Fax: 970.949.0933 E-mail: info@ResortDesign.com਍ഀ www.ResortDesign.com਍ഀ Page 2਍ഀ d) Add stone veneered, concrete retaining wall at the existing timber retaining wall and tie਍ഀ into the upper, west stair wall. Modify grading and drainage above wall to address water਍ഀ runoff to the north of the existing timber retaining wall.਍ഀ e) Add landscape screen on Mountain View property, adjacent to Tyrolean deck.਍ഀ f) Add a stone veneered wall along west side of unit 101 patio.਍ഀ g) Relocate spa on unit 101 patio and added 6 foot tall stone veneer privacy screen between਍ഀ units 101 and 102.਍ഀ 3. South side of north garage between the southwest corner of the garage and the exit door਍ഀ to the east:਍ഀ a) Revise exit stair at the southwest corner of the north garage.਍ഀ b) Modify terraced planter along south wall of garage. Reconfigured lower boulder wall,਍ഀ changed upper boulder wall to a cast-in-place concrete wall with stone veneered face and਍ഀ cap.਍ഀ c) Revise landscape plan and planting list accordingly.਍ഀ 4. Pool area਍ഀ a) There has been only one revision to this area (item c below) since our previous partial਍ഀ submittal. We are resubmitting only because the previous application was returned due਍ഀ to the lack of a revised landscape plan and planting list.਍ഀ b) Revise landscape plan and planting list accordingly.਍ഀ c) One stair was removed from the plaza to the pool.਍ഀ F:\Currenl_Projects\23263Mountainview\Docs\080804 TOV DRB Revisions AS[ 1608 Ur.doc Auausl 21, 2008਍ഀ d਍ഀ RESORT DESIGN਍ഀ I ASSOCIATES਍ഀ ] INTERNATIONAL਍ഀ ARCHITECT'S Owner [ ] Contractor [x]਍ഀ SUPPLEMENTAL Architect [ ] Field਍ഀ INSTRUCTION Consultant [ ] Other [ ]਍ഀ PROJECT਍ഀ Mountain View਍ഀ Vail, Co. 81657਍ഀ ARCHITECT'S SUPPLEMENTAL਍ഀ INSTRUCTION NO: one Hundred & Fifty਍ഀ one (151)਍ഀ OWNER਍ഀ CONTRACTOR਍ഀ Lunar Vail਍ഀ 285 Bridge Street਍ഀ Vail, CO 81657਍ഀ R.A.Nelson਍ഀ P.O. Drawer 5400਍ഀ 51 Eagle Rd. #2਍ഀ Avon, CO 81620਍ഀ CONTRACT FOR: General Construction਍ഀ CONTRACT DATED: 2/6/07਍ഀ DATE OF ISSUANCE: 6-12-08਍ഀ ARCHITECT: Resort Design Associates਍ഀ P.O. Box 6836਍ഀ 30 Benchmark Rd.Suite 220਍ഀ Avon, CO 81620਍ഀ ARCHITECT'S PROJECT NO.:23263.00਍ഀ FILE: F:/prj/23263/docs/asi/asi-151਍ഀ The Work shall be carried out in strict accordance with the following supplemental instructions issued in਍ഀ accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to਍ഀ proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor਍ഀ change to the Work as consistent with the Contract Documents and return a copy to the Architect.਍ഀ Description: Site revisions per owner direction and revisions to landscape elements to accommodate as-built਍ഀ shoring.਍ഀ P.O. Box 6836 • 30 Benchmark Road • Avon • Colorado • 81620਍ഀ Phone: 970-949-0899 ax: 970-949-0933 -may : in o esort esign.com www.ResortDesign.com਍ഀ f l਍ഀ f਍ഀ J਍ഀ Page਍ഀ SUMMARY OF SITE DESIGN REVISIONS: (please refer to the attached drawings)਍ഀ Area 1 Sheets A2.2a&b਍ഀ - South hillside between building and Town of Vail path along Gore Creek:਍ഀ a) Delete crusher fines path extending along south side of building adjacent to Level 1਍ഀ terraces.਍ഀ b) Regrade south area as a result of deleting the path.਍ഀ c) Redesign southeast stair down to the path along Gore Creek to make a more gradual਍ഀ ascent/descent.਍ഀ d) Revise landscape plan and planting list accordingly. (to be released as a separate ASI)਍ഀ Area 2 Sheet A2.2g and S 1.0 structural wall section.਍ഀ - Area on the west end of the building:਍ഀ a) Add privacy screen to the deck of the Tyrolean unit adjacent to the west property line and਍ഀ remove section of deck that encroaches on our property. Regrade and landscape in਍ഀ affected area. This plan has been resubmitted to the owner of the affected Tyrolean unit਍ഀ for his review. We are waiting for his approval or comments.਍ഀ b) Add raised planter and extend stone veneered privacy screen adjacent to spa on the਍ഀ terrace of Unit #101.਍ഀ c) Adjust the tread/riser layout of the upper stair on the west side of the building.਍ഀ d) Modify grading and planters along the path connecting the upper and lower stair on the਍ഀ west side of the building.਍ഀ e) Add stone veneered, concrete retaining wall at the existing timber retaining wall and tie into the਍ഀ upper, west stair wall. Modify grading and drainage above wall to address water runoff to the north਍ഀ of the existing timber retaining wall.਍ഀ f) Revise landscape plan and planting list accordingly. (to be released as a separate ASI)਍ഀ Area 3 SheetA2.2c਍ഀ - South side of north garage between the southwest corner of the garage and the exit door to the਍ഀ east:਍ഀ a) Revise exit stair at the southwest corner of the north garage.਍ഀ b) Modify terraced planter along south wall of garage. Reconfigured lower and upper boulder walls,਍ഀ changed middle boulder wall to a cast-in-place concrete wall with stone veneered face and cap to਍ഀ accommodate future phases.਍ഀ c) Revise landscape plan and planting list accordingly. (to be released as a separate ASI)਍ഀ Area 4 Sheet a2.2d਍ഀ - Pool area਍ഀ a) Increased planter to the north of the west pool stairs.਍ഀ b) Changed air intake to increase pool seating area.਍ഀ c) Revise landscape plan and planting list accordingly. (to be released as a separate ASI)਍ഀ F:ACu rent_Projects\23263Mountainview\ASI\ASI-I5 Ldoc June 12, 2008਍ഀ Page 3਍ഀ Attachments: A2.1 overall site plan਍ഀ A2.2a enlarged SW site plan਍ഀ A2.2b enlarged SE site plan਍ഀ A2.2c enlarged west plaza site plan਍ഀ A2.2d enlarged east plaza site plan਍ഀ A2.2g enlarged SW site plan਍ഀ S1.0 structural section of west site wall਍ഀ ISSUED: Resort Design Associates, International ACCEPTED: R.A.Nelson਍ഀ BY: Ben Marion Matt Zanger BY:਍ഀ F:ACurrent_Projects\23263Mountainview\ASI\ASI-15Ldoc June 12. 2008਍ഀ Page 1਍ഀ r਍ഀ ARCHITECT'S਍ഀ SUPPLEMENTAL਍ഀ INSTRUCTION਍ഀ PROJECT:਍ഀ Mountain View਍ഀ Vail, Co. 81657਍ഀ OWNER਍ഀ CONTRACTOR:਍ഀ Lunar Vail਍ഀ 285 Bridge Street਍ഀ Vail, CO 81657਍ഀ R.A.Nelson਍ഀ P.O. Drawer 5400਍ഀ 51 Eagle Rd. #2਍ഀ Avon, CO 81620਍ഀ CONTRACT FOR: General Construction਍ഀ CONTRACT DATED: 2/6/07਍ഀ Owner [ ] Contractor [x]਍ഀ Architect [ ] Field [ ]਍ഀ Consultant [ ] Other [ ]਍ഀ ARCHITECT'S SUPPLEMENTAL਍ഀ INSTRUCTION NO: One Hundred & sixty (160)਍ഀ DATE OF ISSUANCE: 7-25-08਍ഀ ARCHITECT: Resort Design Associates਍ഀ P.O. Box 6836਍ഀ 30 Benchmark Rd.Suite 220਍ഀ Avon, CO 81620਍ഀ ARCHITECT'S PROJECT NO.:23263.00਍ഀ FILE: R/prj/23263/docs/asi/asi-160਍ഀ The Work shall be carried out in strict accordance with the following supplemental instructions issued in accordance with਍ഀ the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with਍ഀ these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the਍ഀ Contract Documents and return a copy to the Architect.਍ഀ Description: Swimming pool, landscape and plaza drainage package.਍ഀ Attachment(s): L-1 Landscape site plan਍ഀ L-2 Landscape layout plan਍ഀ L-1.1 a Enlarged landscape plan਍ഀ L-1.1 b Enlarged landscape plan਍ഀ L-1.1 c Enlarged landscape plan਍ഀ L-1.1 d Enlarged landscape plan਍ഀ A2.2c enlarged west plaza site plan਍ഀ A2.2d enlarged east plaza site plan਍ഀ A2.2e plaza lid drainage plan -east਍ഀ A2.2f plaza lid drainage plan -west਍ഀ Drain matrix਍ഀ Detail 7.06a plaza paving and site stair at entry 1਍ഀ Detail 7.06b plaza paving at 202 patio and site wall਍ഀ Detail 7.06c plaza paving at planter walls਍ഀ Detail 7.07a pool deck and planter਍ഀ Detail 7.07b typical pool coping਍ഀ Detail 7.07c typical pool coping and trench drain਍ഀ Detail 7.07d typical step at pool deck਍ഀ Detail 7.07e pool cover well਍ഀ Spec sheet pool trench drain਍ഀ Spec sheet pool coping form਍ഀ Spec sheet pool coping form tie wire system਍ഀ CMU reinforcing requirements਍ഀ ISSUED: Resort Design Associates, International ACCEPTED: R.A.Nelson਍ഀ BY: Ben Marion Matt Zanger BY:਍ഀ F:ACurrent__Projects\232631v1ountainview\ASI\ASI-160.doc .hdy 25, 2004਍ഀ Mountain View Plaza Drainage Matrix਍ഀ 7/25/2008਍ഀ ASI 160਍ഀ Drain No.਍ഀ Type਍ഀ S.F. Area਍ഀ Location਍ഀ Drain Line Size਍ഀ -਍ഀ to਍ഀ D.D.਍ഀ 116਍ഀ Subsurface Pool਍ഀ - 3਍ഀ 1 b਍ഀ D.D.਍ഀ 116਍ഀ Pool Deck਍ഀ 3"਍ഀ D਍ഀ D਍ഀ 5਍ഀ P਍ഀ l਍ഀ S਍ഀ b਍ഀ f਍ഀ 3-਍ഀ 2a਍ഀ .਍ഀ .਍ഀ 36਍ഀ u਍ഀ sur਍ഀ ace਍ഀ oo਍ഀ 2b਍ഀ D. D.਍ഀ 197਍ഀ Pool Deck਍ഀ 3"਍ഀ 2c਍ഀ D.D.਍ഀ 168਍ഀ Pool Deck਍ഀ 3"਍ഀ D਍ഀ D਍ഀ P਍ഀ S਍ഀ b਍ഀ f਍ഀ 3"਍ഀ 3a਍ഀ .਍ഀ .਍ഀ 350਍ഀ ace਍ഀ oo਍ഀ u਍ഀ sur਍ഀ 3b਍ഀ D.D.਍ഀ 350਍ഀ Pool Deck਍ഀ 3"਍ഀ D਍ഀ D਍ഀ 7਍ഀ b਍ഀ P਍ഀ l.਍ഀ S਍ഀ f਍ഀ 3"਍ഀ 4a਍ഀ .਍ഀ .਍ഀ 17਍ഀ u਍ഀ sur਍ഀ ace਍ഀ oo਍ഀ 4b਍ഀ D.D.਍ഀ 177਍ഀ Pool Deck਍ഀ 3"਍ഀ 5਍ഀ D਍ഀ F਍ഀ 4਍ഀ P਍ഀ l਍ഀ =਍ഀ S਍ഀ b਍ഀ f਍ഀ 3"਍ഀ ' '਍ഀ a਍ഀ .਍ഀ 2਍ഀ 8਍ഀ sur਍ഀ oo਍ഀ .਍ഀ u਍ഀ ace਍ഀ .t .r.਍ഀ 5b਍ഀ T.D.਍ഀ 248਍ഀ Pool Deck਍ഀ 3"਍ഀ r਍ഀ D਍ഀ D਍ഀ P਍ഀ l Pl਍ഀ n਍ഀ r਍ഀ S਍ഀ b਍ഀ u਍ഀ f਍ഀ 3"਍ഀ 6a਍ഀ .਍ഀ .਍ഀ 75਍ഀ ace਍ഀ oo਍ഀ te਍ഀ u਍ഀ s਍ഀ r਍ഀ a਍ഀ 6b਍ഀ P. D.਍ഀ 75਍ഀ Pool Planter਍ഀ 3"਍ഀ 7਍ഀ D਍ഀ D਍ഀ 5਍ഀ l Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ P਍ഀ 3"਍ഀ a਍ഀ .਍ഀ .਍ഀ 8਍ഀ anter਍ഀ u਍ഀ sur਍ഀ ace਍ഀ oo਍ഀ 7b਍ഀ P.D.਍ഀ 85਍ഀ Pool Planter਍ഀ 3"਍ഀ D਍ഀ D਍ഀ P਍ഀ l Pl਍ഀ r਍ഀ b਍ഀ f਍ഀ 3-਍ഀ 8a਍ഀ .਍ഀ .਍ഀ 75਍ഀ ace਍ഀ ante਍ഀ Su਍ഀ sur਍ഀ oo਍ഀ 8b਍ഀ P.D.਍ഀ 75਍ഀ Pool Planter਍ഀ 3"਍ഀ D਍ഀ S਍ഀ f਍ഀ N਍ഀ 9a਍ഀ .D.਍ഀ 155਍ഀ ubsur਍ഀ ace਍ഀ . Gara a Planter,਍ഀ 9b਍ഀ P.D.਍ഀ 155਍ഀ N. Garage Planter਍ഀ 3"਍ഀ D਍ഀ D਍ഀ 75਍ഀ N਍ഀ Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ G਍ഀ 3"਍ഀ 10a਍ഀ .਍ഀ .਍ഀ ace਍ഀ .਍ഀ anter਍ഀ u਍ഀ sur਍ഀ arage਍ഀ 10b਍ഀ P.D.਍ഀ 75਍ഀ N. Garage Planter਍ഀ 3"਍ഀ 1਍ഀ D਍ഀ D਍ഀ N਍ഀ Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ G਍ഀ 3"਍ഀ -਍ഀ 1 a਍ഀ .਍ഀ .਍ഀ 80਍ഀ .਍ഀ anter਍ഀ u਍ഀ sur਍ഀ ace਍ഀ arage਍ഀ 11b਍ഀ P.D.਍ഀ 80਍ഀ N. Garage Planter਍ഀ 3"਍ഀ -7777TE਍ഀ O਍ഀ D਍ഀ 208਍ഀ i਍ഀ S਍ഀ b਍ഀ f਍ഀ S਍ഀ #6਍ഀ 3"਍ഀ .਍ഀ .਍ഀ r਍ഀ u਍ഀ sur਍ഀ ace਍ഀ ta਍ഀ 12b਍ഀ O.D.਍ഀ 208਍ഀ Stair #6਍ഀ 3"਍ഀ 1਍ഀ a਍ഀ D਍ഀ D਍ഀ S਍ഀ i਍ഀ #਍ഀ b਍ഀ f਍ഀ 3 °਍ഀ 3਍ഀ .਍ഀ .਍ഀ 128਍ഀ sur਍ഀ ace਍ഀ ta਍ഀ r਍ഀ Su਍ഀ 6਍ഀ 13b਍ഀ D. D.਍ഀ 128਍ഀ Stair #6਍ഀ 3"਍ഀ .਍ഀ b਍ഀ S਍ഀ i਍ഀ f਍ഀ "਍ഀ 14a਍ഀ D਍ഀ D.਍ഀ u਍ഀ sur਍ഀ ace਍ഀ ta਍ഀ r #6਍ഀ 3਍ഀ 14b਍ഀ 5਍ഀ D.D.਍ഀ D਍ഀ D਍ഀ Stair #6਍ഀ Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ E਍ഀ a਍ഀ 3"਍ഀ 4"਍ഀ 1਍ഀ a਍ഀ .਍ഀ .਍ഀ u਍ഀ sur਍ഀ ace਍ഀ ast਍ഀ az਍ഀ 15b਍ഀ P.D.਍ഀ N਍ഀ East Plaza਍ഀ 3"਍ഀ 15c਍ഀ T.D.਍ഀ D਍ഀ Ent @ Stair #3਍ഀ b਍ഀ f਍ഀ E਍ഀ P਍ഀ 3"਍ഀ 3-਍ഀ 16a਍ഀ .D.਍ഀ 313਍ഀ Su਍ഀ sur਍ഀ ace਍ഀ ast਍ഀ laza਍ഀ 16b਍ഀ P.D.਍ഀ 313਍ഀ East Plaza਍ഀ 3"਍ഀ 7਍ഀ D਍ഀ D਍ഀ 76਍ഀ S਍ഀ b਍ഀ E਍ഀ Pl਍ഀ f਍ഀ 4"਍ഀ 1਍ഀ a਍ഀ .਍ഀ .਍ഀ 5਍ഀ u਍ഀ sur਍ഀ ace਍ഀ ast਍ഀ aza਍ഀ 17b਍ഀ P.D.਍ഀ 576਍ഀ East Plaza਍ഀ 3"਍ഀ D਍ഀ E਍ഀ Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ 3-਍ഀ 18a਍ഀ .D.਍ഀ 190਍ഀ sur਍ഀ ace਍ഀ ast਍ഀ aza਍ഀ u਍ഀ 18b਍ഀ T.D.਍ഀ 190਍ഀ Ent @ Stair #2਍ഀ 3"਍ഀ D਍ഀ D਍ഀ W਍ഀ S਍ഀ b਍ഀ f਍ഀ Pl਍ഀ 19a਍ഀ .਍ഀ .਍ഀ 449਍ഀ ace਍ഀ u਍ഀ sur਍ഀ est਍ഀ ots਍ഀ 19b਍ഀ P.D.਍ഀ 449਍ഀ West Plaza਍ഀ 3"਍ഀ D਍ഀ D਍ഀ W਍ഀ f਍ഀ 20a਍ഀ .਍ഀ .਍ഀ 457਍ഀ est O਍ഀ ur਍ഀ ace਍ഀ 20b਍ഀ P.D.਍ഀ 300਍ഀ West Plaza਍ഀ 3"਍ഀ 20c਍ഀ P.D.਍ഀ 157਍ഀ West Plaza਍ഀ 3"਍ഀ 21਍ഀ D਍ഀ D਍ഀ 68਍ഀ S਍ഀ b਍ഀ f਍ഀ W਍ഀ Pl਍ഀ a'਍ഀ a਍ഀ .਍ഀ .਍ഀ 3਍ഀ u਍ഀ sur਍ഀ ace਍ഀ est਍ഀ az਍ഀ 21b਍ഀ P.D.਍ഀ 368਍ഀ West Plaza਍ഀ 3"਍ഀ D਍ഀ D਍ഀ N਍ഀ G਍ഀ Pl਍ഀ f਍ഀ 3-਍ഀ 22a਍ഀ .਍ഀ .਍ഀ 163਍ഀ ace਍ഀ .਍ഀ ara a਍ഀ Subsur਍ഀ anter਍ഀ 22b਍ഀ P.D.਍ഀ 163਍ഀ N. Garage Planter਍ഀ 3"਍ഀ D਍ഀ D਍ഀ 0਍ഀ N਍ഀ Pl਍ഀ te਍ഀ S਍ഀ b਍ഀ f਍ഀ G਍ഀ 3"਍ഀ 23a਍ഀ .਍ഀ .਍ഀ 3਍ഀ 1਍ഀ .਍ഀ an਍ഀ r਍ഀ u਍ഀ sur਍ഀ ace਍ഀ arage਍ഀ 23b਍ഀ P.D.਍ഀ 301਍ഀ N. Garage Planter਍ഀ 3"਍ഀ N਍ഀ Pl਍ഀ S਍ഀ "਍ഀ 24a਍ഀ D.D.਍ഀ 240਍ഀ . Gara a਍ഀ ubsurface਍ഀ anter਍ഀ 3਍ഀ 24b਍ഀ P.D.਍ഀ 240਍ഀ N. Garage Planter਍ഀ 3"਍ഀ 5਍ഀ D਍ഀ D਍ഀ S਍ഀ b਍ഀ f਍ഀ N਍ഀ G਍ഀ a e Pl਍ഀ tlK਍ഀ 2਍ഀ a਍ഀ .਍ഀ .਍ഀ 280਍ഀ u਍ഀ sur਍ഀ ace਍ഀ .਍ഀ ar਍ഀ at਍ഀ i.਍ഀ MINIM,਍ഀ 25b਍ഀ P.D.਍ഀ 280਍ഀ N. Garage Planter਍ഀ 3"਍ഀ 26਍ഀ D਍ഀ D਍ഀ 443਍ഀ N਍ഀ Pl਍ഀ S਍ഀ b਍ഀ f਍ഀ G਍ഀ t਍ഀ ' 3਍ഀ a਍ഀ .਍ഀ .਍ഀ ace਍ഀ .਍ഀ ara a਍ഀ an਍ഀ er਍ഀ u਍ഀ sur਍ഀ 26b਍ഀ P.D.਍ഀ 443਍ഀ N. Garage Planter਍ഀ 3"਍ഀ 7਍ഀ -D਍ഀ D਍ഀ 0਍ഀ S਍ഀ b਍ഀ W਍ഀ Pl਍ഀ f਍ഀ 3"਍ഀ 2਍ഀ a਍ഀ .਍ഀ .਍ഀ 10਍ഀ u਍ഀ sur਍ഀ ace਍ഀ est਍ഀ aza਍ഀ ;਍ഀ 27b਍ഀ T.D.਍ഀ 100਍ഀ Ent @ Stair #1਍ഀ 3"਍ഀ 28a਍ഀ T.D.਍ഀ 77਍ഀ Pool Deck਍ഀ 3"਍ഀ 29a਍ഀ D.D.਍ഀ 345਍ഀ Pool Deck On Grade਍ഀ 3"਍ഀ 30a਍ഀ D.D.਍ഀ 260਍ഀ Pool Deck On Grade਍ഀ 3"਍ഀ 31a਍ഀ O.D.਍ഀ 888+/-਍ഀ Subsurface West Plaza਍ഀ 4"਍ഀ 32a਍ഀ O.D.਍ഀ 163਍ഀ Subsurface N. Garage Planter਍ഀ 3"਍ഀ 33a਍ഀ O.D.਍ഀ 310਍ഀ Subsurface N. 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'I:i¢O~Q9x7,n" -,r3%਍ഀ ਍ഀ l਍ഀ ~.r਍ഀ o਍ഀ a „਍ഀ o T਍ഀ m਍ഀ JI O਍ഀ j\y O Q ~.~\il x 7t ~.a~ a°o 0਍ഀ i l z ~ o਍ഀ ~ \ U Z ~ i O਍ഀ ~W਍ഀ KX 'x,਍ഀ 06਍ഀ (3 LLI 4a਍ഀ (~iQ0 00.vl % / ~O v਍ഀ z Z / ~,y° ° o° ° U਍ഀ CJ Lu਍ഀ m਍ഀ 0 l X / d਍ഀ z m਍ഀ ~S4Np7 ~I ~ x 111J & ° W y m਍ഀ i7 ~f'6JNI1NP7d ,f x ~X n Q °e਍ഀ E਍ഀ w 3਍ഀ ma<਍ഀ (XVW ..Z1 hl IIyy਍ഀ 7117,਍ഀ 7 -7਍ഀ x 'x,਍ഀ 'NW Rt 0 N,>n Uv Q~਍ഀ r <਍ഀ N਍ഀ wd)ujn a w਍ഀ Z-) o I a ° U਍ഀ u m = j N਍ഀ LL 0 ci ID਍ഀ 43 O w °਍ഀ O~ZapR N I਍ഀ F_ Z0਍ഀ ~Y m w I Q I a 0 FLL਍ഀ O~wa਍ഀ zWuQQ Qoo k °a o O਍ഀ Q- r Q N w QLU I a I A W਍ഀ Z਍ഀ '~~«N O LL O 0. 1 v a਍ഀ ve Op p w ~u wm਍ഀ o'l Y 4 /਍ഀ 9 Q w਍ഀ N n p -i w਍ഀ w Q Q LL kn 0਍ഀ 3 m w Ow Qom਍ഀ w਍ഀ o w q਍ഀ ~YN LL Q?਍ഀ OL 3 ~ ~਍ഀ v v~਍ഀ I਍ഀ 4" THICK STAMPED 4 STAINED CONC.਍ഀ POOL DECK W/ SNOWMELT TUBING,਍ഀ SLOPE 2% AWAY FROM POOL਍ഀ TYP_ POOL/SPA STAINED਍ഀ G.I.P. CONCRETE COPING,਍ഀ RE- COPING FORM (PART਍ഀ No. 12CFIi2) FOR PROFILE਍ഀ SLOPE 2%਍ഀ T਍ഀ O਍ഀ CO IN਍ഀ a਍ഀ .਍ഀ .਍ഀ 8212'-0..਍ഀ z਍ഀ X, Q X-਍ഀ d 8211'-8~/ya਍ഀ ' OVERHANG਍ഀ \C TED਍ഀ r਍ഀ WATER LINE਍ഀ 'V A ILT a a਍ഀ TILE਍ഀ 'FA17 1'-0" POOL STR਍ഀ PLASTER਍ഀ a਍ഀ a a਍ഀ ' x; a਍ഀ INSIDE FACE਍ഀ OF ,Am਍ഀ OF GONG. 6਍ഀ \Lj਍ഀ POOL਍ഀ STRUCTURE਍ഀ a਍ഀ ਍ഀ V A\/਍ഀ Sect i ®n: Typ. F®®1਍ഀ G®p ing਍ഀ P4 E:WIS2s਍ഀ 1਍ഀ 01b਍ഀ .਍ഀ MOUNTAIN VIEW਍ഀ Revision:਍ഀ Job No: 23263਍ഀ Detail No:਍ഀ VAIL, COLORADO਍ഀ Drawn By: rrGZ਍ഀ ACJ਍ഀ 1 160਍ഀ RESOR'T' DESIGN ASSOCIATES INTERNATIONAL਍ഀ 220 Tel: 970-949-0899਍ഀ 30 14਍ഀ B਍ഀ h਍ഀ k Rd਍ഀ q਍ഀ it਍ഀ Date: 124,08਍ഀ enc਍ഀ .਍ഀ mar਍ഀ .਍ഀ u਍ഀ e਍ഀ Avon, dolorado 81620 Fag: 970-949-0933਍ഀ kale:਍ഀ Tn Q a਍ഀ a਍ഀ a਍ഀ a਍ഀ o a਍ഀ w਍ഀ a '਍ഀ ~ a਍ഀ mL਍ഀ o~ I਍ഀ ~O਍ഀ z਍ഀ F= ~ ~਍ഀ 6" MAX.਍ഀ a z਍ഀ -"x X-0਍ഀ a °਍ഀ ~਍ഀ a਍ഀ ~਍ഀ a਍ഀ ff਍ഀ tL਍ഀ a਍ഀ a਍ഀ a਍ഀ a਍ഀ ~ d਍ഀ EDP਍ഀ TI E FI਍ഀ STAMPED 4 STAINED CONC. POOL਍ഀ DEC< W/ SNOWMELT TUBING, SLOPE਍ഀ 2% TOWARDS TRENCH DRAIN਍ഀ TRENCH DRAIN਍ഀ \ 1/, EXPANSION਍ഀ T*T FD. COPING਍ഀ JOINT RE: 1.01b਍ഀ SLOPE 2%਍ഀ _ T.O.CO I਍ഀ 8212'-0"਍ഀ °਍ഀ 8211'-8 y OVERHANG਍ഀ a WATER LINE਍ഀ a a TILE਍ഀ -PLASTER਍ഀ a਍ഀ a a਍ഀ 1'-0" POOL STR.਍ഀ INSIDE FACE਍ഀ Q OF GONG. 6਍ഀ D a POOL਍ഀ STRUCTURE਍ഀ I Section: Tye. Pool Doping 4 Trench Drain਍ഀ RE : W 1052 8਍ഀ MOUNTAIN VIEW਍ഀ Revision:਍ഀ Job No: 23263਍ഀ Detail No:਍ഀ VAIL, COLORADO਍ഀ Drawn By: MGZ਍ഀ A5਍ഀ 1 160਍ഀ RESORT DESIGN ASSOCIATES INTERNATIONAL਍ഀ T਍ഀ l਍ഀ 970-949-0899਍ഀ Date: X21_08਍ഀ ~~~C਍ഀ e਍ഀ :਍ഀ 30 W. Benchmark Rd. Quite 220਍ഀ Avon, dolorado 81620 Fax: 970-949-0933਍ഀ kale:਍ഀ r਍ഀ 4" THICK STAMPED d STAINED GONG.਍ഀ POOL DECK W/ SNOWMELT TUBING,਍ഀ SLOPE 2% AWAY FROM POOL਍ഀ USE C.I.P. CONCRETE COPING਍ഀ FORM AT RISER NOSING,਍ഀ RE- COPING FORM਍ഀ (PART No. 12CF112) FOR PROFILE਍ഀ SLOPE 2%਍ഀ z਍ഀ CL--.਍ഀ a਍ഀ /-3S -਍ഀ LV ,਍ഀ T.O.COPING਍ഀ ` 8212'-1"਍ഀ 3/4" OVERHANG ,@ RISER਍ഀ CONT. TILE FROM BEAM਍ഀ T.O. CK 6 ST਍ഀ 8212'-0"਍ഀ SLOPE਍ഀ Tx ~਍ഀ -x_ x਍ഀ a਍ഀ OF਍ഀ I vection: Typ. Step la Pool Dick I਍ഀ RE: RFI 52s਍ഀ MOUNTAIN VIELU਍ഀ Revision:਍ഀ Job No: 23263਍ഀ Detail No:਍ഀ VAIL, COLORADO਍ഀ Drawn By: mw਍ഀ Asl 160਍ഀ RESORT DESIGN ASSOCIATES INTERNATIONAL਍ഀ T਍ഀ l਍ഀ 970-949-0899਍ഀ Date:਍ഀ 1਍ഀ 01d਍ഀ e਍ഀ :਍ഀ 30 W. Benchmark Rd. suite 220਍ഀ Avon, Colorado 81620 Fax: 970-949-0933਍ഀ Scale:਍ഀ .਍ഀ r਍ഀ x'਍ഀ wawa r':਍ഀ vN x / /LI਍ഀ a mss jjx~਍ഀ NUN~O \਍ഀ U,਍ഀ p~NO x x,਍ഀ iLl਍ഀ uw ~a a o ,਍ഀ J਍ഀ \਍ഀ ,਍ഀ X਍ഀ "਍ഀ /਍ഀ /਍ഀ Zzvz~ 0਍ഀ ~4w~~ ~ Ia a਍ഀ VNQ਍ഀ FIL a਍ഀ 0਍ഀ ਍ഀ z N਍ഀ r z` o਍ഀ Y VN w? U(V -਍ഀ U LU w 00 w Q਍ഀ O਍ഀ w਍ഀ w N cp਍ഀ ~ ~ O਍ഀ ~ NO਍ഀ (kQ਍ഀ ~਍ഀ ~਍ഀ w਍ഀ c਍ഀ p਍ഀ F ~r਍ഀ ONN~ ZQm ~ ~਍ഀ UOW4 a~~ ~਍ഀ azLL N w w਍ഀ ►~4m r >਍ഀ ~OUNN ~਍ഀ Q਍ഀ ~਍ഀ U਍ഀ u਍ഀ i ~਍ഀ cv਍ഀ 0਍ഀ Z ,o਍ഀ O~ o਍ഀ a਍ഀ ~਍ഀ y਍ഀ V rr਍ഀ ਍ഀ ਍ഀ W w (K਍ഀ 1 w਍ഀ ~ Q਍ഀ W਍ഀ w WWow 4 a਍ഀ VAI਍ഀ U N H-਍ഀ n਍ഀ ~z~Q?uaz਍ഀ e਍ഀ uaw~a~ -਍ഀ p~z0 ww਍ഀ aUZNUz zzz z~਍ഀ O਍ഀ OCar O Or (Y~਍ഀ O਍ഀ W਍ഀ u uUl w਍ഀ a਍ഀ O਍ഀ U਍ഀ RE= RFI 0528਍ഀ MOUNTAIN V VIEW਍ഀ Revision:਍ഀ Job No: 23263਍ഀ Detail No:਍ഀ VAIL, COLORADO਍ഀ Drawn By: MrzZ਍ഀ 451160਍ഀ RESORT DESIGN ASSOCIATES INTERNATIONAL਍ഀ 970-949-0899਍ഀ T਍ഀ l਍ഀ Date: 724.08਍ഀ ~਍ഀ ਍ഀ e਍ഀ :਍ഀ 30 W. Benchmark Rd. Suite 220਍ഀ Avon, Colorado 81620 Fax: 970-949-0933਍ഀ scale: I"=I'-0"਍ഀ '਍ഀ v'਍ഀ THEADMASTER COMMERCIAL਍ഀ ALUMINUM TOP CAP FOR FRONTIER DRAIN਍ഀ Aluminum Top Cap is generally਍ഀ used on commercial concrete work਍ഀ such as public swimming pools,਍ഀ parking lots or driveways.਍ഀ This heavy Aluminum Top Cap is਍ഀ not easily damaged by children at਍ഀ public swimming pools.਍ഀ The Top Cap can be easily removed਍ഀ and replaced when it's time to clean਍ഀ out the drain.਍ഀ Set with string line and nail into਍ഀ 3" stakes through the continuous਍ഀ feet of bottom section.਍ഀ Pat.. No. 4,815,888਍ഀ Part#਍ഀ ALD - C CLEAR਍ഀ ALD - T TAN਍ഀ ALD - W WHITE਍ഀ 10' LENGTHS COMPLETE਍ഀ WITH BASE਍ഀ Concrete deck movement has conclusively proved that no surface deck drain serves well as an expansion਍ഀ joint. Stegmeier Corporation requires that a 3/8" x 24" rebar he placed every 36'. as shown, midway in਍ഀ drain to prevent damage.਍ഀ 42਍ഀ DEEP REGULAR਍ഀ F਍ഀ Ft POURED IN PLACE "CANTILEVER FORM"਍ഀ The Deep Regular਍ഀ Cantilever Form offers਍ഀ the Regular Profile਍ഀ extended to 1-1 /2" from਍ഀ the vertical wall.਍ഀ Part #I 12CI=1 I਍ഀ CARTON INCLUDES:਍ഀ 96' DEEP RF.G1)1_AR FORINI਍ഀ V`96' TII Iz STRIP਍ഀ I 'HF, WIRE SIDE KIT਍ഀ I INSTRUCTION SHF- T਍ഀ 1-01M MAY BL oRDPRGD W11 HOU IF਍ഀ 111.1E S1121P OR TI}. 110- SIDF Ki I਍ഀ R਍ഀ 3.500਍ഀ R਍ഀ 1਍ഀ F਍ഀ TIE-WIRE SYSTEM਍ഀ ~਍ഀ 1. Tile Setting Requirements਍ഀ Tile must be set from the high point of the bond਍ഀ beam.਍ഀ The remainder of the bond beam must be leveled਍ഀ with the top of the tile.਍ഀ Scrape the top of the tile to clean away any debris਍ഀ which could cause the tile strip to fit unevenly਍ഀ around the perimeter.਍ഀ 2. Setting fhe Form਍ഀ DO NOT set forms until the day of the pour.਍ഀ Tile MUST be dry and free of dust.਍ഀ Remove the brown paper from the double-faced਍ഀ tape.਍ഀ Stick forms to the tile, placing the lower radius਍ഀ even with the top of the tile. (See Fig. E.)਍ഀ 3. Pre-Bending the Form਍ഀ It may be necessary to pre-bend the form on਍ഀ radii less than 48 inches.਍ഀ Place strips of bending tape on the form as਍ഀ shown in figure C. Be sure the tape is਍ഀ rubbed down tight for proper adhesion.਍ഀ Pre-bend the form across your knee before਍ഀ removing the paper from the double-laced਍ഀ tape. (See Fig. D.)਍ഀ The Principle to Remember:਍ഀ Bending tape is used to prevent the form from਍ഀ breaking on one side while allowing you to਍ഀ compress the other.਍ഀ 4. Placing the Tile Strip਍ഀ Press tile strip into the slot provided਍ഀ between the the and form. (See Fig. E.)਍ഀ Sharp corners may be਍ഀ mitered with a sharp knife.਍ഀ Forms should be spaced਍ഀ using center portion for tight਍ഀ radii.਍ഀ BENDING TAPE਍ഀ INSIDE OUTSIDE਍ഀ RADIUS RADIUS C਍ഀ Roo!in਍ഀ Paper ~ i਍ഀ C਍ഀ A਍ഀ INSIDE਍ഀ RADIUS਍ഀ OUTSIDE D਍ഀ RADIUS਍ഀ J਍ഀ 12਍ഀ 0਍ഀ 11਍ഀ 11਍ഀ Plaice 415 LB roofing paper on top of the bond beam. This serves as an excellent cold.joint material preventing adhesion਍ഀ between the top of the bond beam and the over-pour. (See Fig. I3.)਍ഀ Helpful Hints rs to Remember਍ഀ On square corners and tight tight radii, it਍ഀ may be helpful to notch the back of਍ഀ the rile strip to allow for bending.਍ഀ (See Fie. F.)਍ഀ Pruning shears are a useful tool for਍ഀ notching the tilt strip. F਍ഀ 5. Application of Tie Wires਍ഀ Secure the form with tie wires਍ഀ 14 inches on center, pushing the਍ഀ wire through the form. This tech-਍ഀ nique braces the formwork to the tile,਍ഀ using the the strip to apply a slightly਍ഀ upward pressure.਍ഀ Drive nails into the bond beam਍ഀ approximately li inches behind the਍ഀ tile. Secure tie wires with a turn਍ഀ around the nail while applying਍ഀ slight pressure against the form.਍ഀ (See Fig. G.)਍ഀ Secure the form, the strip and tic਍ഀ wires as you progress around the਍ഀ perimeter of the pool.਍ഀ DO NOT pre-grout the form.਍ഀ For ease of removal when stripping਍ഀ forms, pull E-Z Strip tapes. The਍ഀ continuous filament tape now਍ഀ allows the form to he removed in one਍ഀ section.਍ഀ To hold straight sections true, it਍ഀ may be helpful to use metal਍ഀ corner strips (plaster board਍ഀ corner bead). Push tie wires਍ഀ through both the corner strip਍ഀ and form and secure to the਍ഀ concrete nail as described਍ഀ above. (Sec Figs. H and I.)਍ഀ G਍ഀ H਍ഀ Handy Tip: Push tie wires through the form from the. face side first, allowing for the correct elevation਍ഀ placement of the lie wires.਍ഀ TWIST PIGTAIL਍ഀ TO BREAK਍ഀ AND REMOVE਍ഀ J਍ഀ Please Note:਍ഀ The aluminum tie x.ires have beers pre-scored for਍ഀ your eonver7ierK'e. When removing the fortitivoi-k,਍ഀ a livist of the pigtail severs the lie ivir-e਍ഀ Moll, the surface. (See Fig. J.)਍ഀ 13਍ഀ a਍ഀ V਍ഀ Zanger, Matthew਍ഀ ti਍ഀ From: Peter Monroe [PMonroe@monroe-newell.com]਍ഀ Sent: Wednesday, July 16, 2008 7:12 AM਍ഀ To: Zanger, Matthew਍ഀ Cc: Marion, Ben; Frye, Tom਍ഀ Subject: RE: CMU site wall details਍ഀ Page 1 of 1਍ഀ Matt,਍ഀ The plaza level CMU walls on precast should be constructed as follows:਍ഀ 1. Walls less the 4 feet should have #4 at 2'-0 vertical, in grouted cells, drilled and epoxied 4 inches into the਍ഀ concrete topping. They should have 2- #5 continuous in a bond beam at the top and horizontal dur-o-wal at਍ഀ 16 inches. All cells below grade should be grouted.਍ഀ 2. Wall 4 feet and greater should have #5 at V-4 vertical,in grouted cells in lieu of the #4s.਍ഀ Peter Monroe, P.E.਍ഀ Principal਍ഀ I Monroe & Newell਍ഀ r-ngncm, Inc.਍ഀ 70 Bmdvmrt Rod. Saito 204਍ഀ Avon. Cokv"5 91620਍ഀ Phent 970449-7768 Fax-970-044-4054਍ഀ Weh*r. WWJnOWOe-ne~vrll axn਍ഀ 1 ! R►rt~il:gnmk7arranroe-nr~wtil.cam਍ഀ From: Zanger, Matthew [mailto:mZanger@ResortDesign.com]਍ഀ Sent: Friday, July 11, 2008 1:54 PM਍ഀ To: Peter Monroe਍ഀ Cc: Marion, Ben਍ഀ Subject: MTV: CMU site wall details਍ഀ Peter,਍ഀ Please provide reinforcing requirements for the CMU site walls depicted in the attached drawings (pool walls &਍ഀ planter walls).਍ഀ Thank you,਍ഀ Thanks,਍ഀ Matt Zanger਍ഀ Matt Zanger਍ഀ Resort Design Architects਍ഀ 970-949-0899਍ഀ Resort Design Associates਍ഀ p: 970.949.0899਍ഀ f: 970.949.0933਍ഀ 7/24/2008਍ഀ G< oftech਍ഀ HEPWORTH-PAWLAK GEOTECHNICAL਍ഀ May 21, 2007਍ഀ Lunar Vail, LLC਍ഀ c/o Ron Byrne & Associates਍ഀ Attn: Ron Byrne਍ഀ 285 Bridge Street਍ഀ Vail, Colorado 81657਍ഀ lepworth-I'awlak Geotechmcal, Inc਍ഀ ;020 Counts Road 154਍ഀ Glenwood S'rmgs, Colorado 81601਍ഀ Phone: 970.945-7985਍ഀ Fax: 970.945-8454਍ഀ email: lipgeo@11placotech -coin਍ഀ D~FIE, lUI,E਍ഀ 1਍ഀ TOWN OF VAIL਍ഀ FILE COPY਍ഀ Job No. 106 0297਍ഀ Subject: Combination Boulder Wall Detail, Mountain View Residences, 442 South਍ഀ Frontage Road East, Fail, Colorado਍ഀ Dear Mr. Byrne:਍ഀ As requested by Ben Marion with Resort Design Associates International, we are਍ഀ providing a combination boulder wall detail for use uphill of the pedestrian path at the਍ഀ subject site. We previously conducted a subsoil study for design of foundations at the਍ഀ site, reports dated May 25 and July 24, 2006 and a boulder wall detail, report dated March਍ഀ 29, 2007, Job No. 106 0297.਍ഀ A combination stacked boulder wall typically 8 feet high is proposed along the uphill side਍ഀ of the pedestrian walkway below the building for a distance of -about 50 feet where it਍ഀ connects with the existing pedestrian path. The grade above the wall will be sloped at 2਍ഀ horizontal to 1 vertical. A plan view of the wall is shown on Sheets SP- la and SP-1 b.਍ഀ Combination Boulder Wall Detail: The combination stacked boulder wall appears਍ഀ feasible for support of the cut slope along the uphill side of the walkway. A typical detail਍ഀ is shown on Figure 1, attached. We assume that the bearing soils of the wall will be਍ഀ natural gravels similar to those encountered in the exploratory borings and the cut soils਍ഀ will be dry. The wall excavation will follow below a new sewer line that was backfilled਍ഀ with compacted on-site soil. The bearing and cut slope conditions of the wall excavation਍ഀ should be further evaluated at the time of construction.਍ഀ If you have any questions or need further assistance, please call our office.਍ഀ Sincerely,਍ഀ HEPWORTH - PAWLAK L, INC.਍ഀ Steven L. Pawlak, P.E. * 15 2 2 2਍ഀ SLP/vad li e਍ഀ an j Q਍ഀ attachments Figure I~Pr Wall Detail਍ഀ cc: Kai] Christensen (viB4 'W"਍ഀ Resort Design Associates n ernational - Attn: Ben Marion਍ഀ Monroe-Newell Engineers- Attn: Scott Wasson਍ഀ RA Nelson & Associates - Attn: Jeff Pugmire਍ഀ Parker 303-841-7119 ('tluridt, Shrins~s 719.633-5562 ® Silverrhorne 971-468-1989਍ഀ PROPOSED 2਍ഀ GRADE ----1 1 F਍ഀ NOMINAL 3'਍ഀ DIAMETER਍ഀ BOULDERS਍ഀ H = 9' (TYPICAL)਍ഀ MAXIMUM \ /A\ \ r /਍ഀ EXISTING r EXCAVATION਍ഀ BIKE PATH / CUT FACE਍ഀ ~2/3 H = 6 '਍ഀ MINIMUM 4" DIAMETER PERFORATED਍ഀ KEYED IN MINIMUM DRAIN PIPE SLOPED TO DAYLIGHT਍ഀ 1/2 BOULDER DIAMETER਍ഀ OR 12 INCHES਍ഀ DESIGN PARAMETERS਍ഀ CALCULATED FACTOR OF SAFETY਍ഀ Internal Friction਍ഀ 35 °਍ഀ Sliding = 1.8 ok 11_ P਍ഀ Cohesion਍ഀ 0਍ഀ Overturning = 2,2 ok਍ഀ Sliding Coefficient਍ഀ o.5਍ഀ %਍ഀ Moist Unit Weight਍ഀ 130 psf਍ഀ Back Slope਍ഀ 2:1 (H to V)਍ഀ Weight of Boulders਍ഀ 140 pcf਍ഀ 1 5 2 2 2 w਍ഀ Total Wall Height਍ഀ 9.0 ft.਍ഀ 0~~3!' J hd਍ഀ /਍ഀ .o਍ഀ Hit h I COMBINATION਍ഀ PEDESTRIOANLWDER WALL ALKWAY DETAIL Figure 1 I਍ഀ 106 0297 10਍ഀ otech਍ഀ HEPWORTH - PAWLAK GEOTECHMCAL਍ഀ March 19, 2007਍ഀ Revised March 29, 2007਍ഀ i'la~~tc~,rth-Patt•iai: C~zc~tichnicail, Lu:.਍ഀ 5020 County Road 154਍ഀ Cilrnuni,:1 inn C: lorado 81601਍ഀ !'hone: 970-945-7988਍ഀ Fax: 910-945.8454਍ഀ email: hppe0C'1)p1('eotech.C0n1਍ഀ Lunar Vail, LLC਍ഀ c/o Ron Byrne & Associates਍ഀ Attn: Ron Byrne਍ഀ 285 Bridge Street਍ഀ Vail, Colorado 81657਍ഀ Job No. 106 0297਍ഀ Subject: Boulder Wall Detail and Existing Sewer ],.me Backfill, Mountain View਍ഀ Residences, 442 South Frontage Road East, Vail, Colorado਍ഀ Dear Mr. Byrne:਍ഀ As requested by Ben Marion with Resort Design Associates International, we are਍ഀ providing a boulder wall detail and recommendations for trench backfill below the਍ഀ proposed building at the subject site. We previously conducted a subsoil study for design਍ഀ of foundations at.the site and presented our findings in reports dated May 25 and July 24,਍ഀ 2006, Job No. 106 0297.਍ഀ A stacked boulder wall typically 6 feet high and about 190 feet long is proposed along the਍ഀ uphill side of a pedestrian walkway below the building. The slope above the wall will be਍ഀ graded at 2 horizontal to 1 vertical. A plan view and wall profile are shown on Sheet਍ഀ C3.2. The contractor, RA Nelson & Associates, has requested additional information on਍ഀ treatment of an existing sewer line and trench backfill below the building.਍ഀ Boulder Wall Detail: A stacked boulder wall appears feasible for support of the cut਍ഀ slope along the uphill side of the walkway. A typical detail is shown on Figure 1,਍ഀ attached. We assume that the bearing soils of the wall will be natural gravels similar to਍ഀ those encountered in the exploratory borings and the cut soils will be dry. The west end of਍ഀ the wall excavation will apparently overlie trench backfill of a new sewer line that should਍ഀ consist of compacted structural fill. The bearing conditions should be further evaluated at਍ഀ the time of construction.਍ഀ Parker 303.841-7119 0 Colorado Sprln,ps 719-633-5562 - Silverrhorne 970-468-1989਍ഀ Luna Vail, UC਍ഀ March 19, 2007਍ഀ Revised March 29,਍ഀ Page 2਍ഀ Existing Sewer Line: The sewer line will underlie new footing areas. It is proposed to਍ഀ grout tight the pipe or remove the pipe during construction. Where the pipe is grouted, the਍ഀ existing backtill should be evaluated for compaction and removed and replaced as needed਍ഀ to meet the project backfill type and compaction specifications. As an alternative, it may਍ഀ be feasible to structurally span the trench backfill once the required span distance has਍ഀ been determined.਍ഀ If you have any questions or need further assistance, please call our office.਍ഀ Sincerely,਍ഀ HEPWOR"I H - PAWLAK GEOTECHNICAL, INC.਍ഀ a਍ഀ ,t...; b222਍ഀ Steven L. Pawlak, 1 .E.਍ഀ `rf ~ acs 4~u਍ഀ SI,P/vadY`਍ഀ attachments Figure I - Typical Boulder Wall Detail਍ഀ cc: Kail Christensen (via fax, 970-479-8355)਍ഀ Resort Design Associates International - Attn: Ben Marion਍ഀ Monroe-Newell AEngineers-- Attn: Scott Wasson਍ഀ RA Nelson & Associates - Attn: Jeff Pugmire਍ഀ Job No. 106 0297਍ഀ G,9teGh਍ഀ w਍ഀ : _਍ഀ J਍ഀ X਍ഀ C)਍ഀ io਍ഀ 0਍ഀ F-਍ഀ l'-਍ഀ 0਍ഀ Z਍ഀ cr਍ഀ w J਍ഀ J਍ഀ w਍ഀ U਍ഀ Y਍ഀ Q p਍ഀ ਍ഀ 0਍ഀ M਍ഀ ch Cr਍ഀ w਍ഀ J w਍ഀ Zb਍ഀ z਍ഀ 0਍ഀ 00਍ഀ Z m਍ഀ oz਍ഀ Q~਍ഀ Z~Y਍ഀ U਍ഀ wW0਍ഀ -j0਍ഀ wow਍ഀ m0=਍ഀ JCD(n਍ഀ J D਍ഀ Y?U਍ഀ dw~਍ഀ co c0਍ഀ N਍ഀ Z਍ഀ Q}਍ഀ ~Q਍ഀ U-1 J਍ഀ W਍ഀ W d਍ഀ 3:਍ഀ CC਍ഀ w਍ഀ J਍ഀ 0.਍ഀ CO 0o਍ഀ x਍ഀ N 0਍ഀ Z w਍ഀ W਍ഀ }Z<਍ഀ Q਍ഀ Y1i 0਍ഀ in਍ഀ _Z਍ഀ 2਍ഀ DESIGN PARAMETERS CALCULATED FACTOR OF SAFETY਍ഀ Internal Friction਍ഀ Cohesion਍ഀ Sliding Coefficient਍ഀ Moist Unit Weight਍ഀ Back Slope਍ഀ Weight of Boulders਍ഀ Total Wall Height਍ഀ 35` Sliding = 1.74 ok਍ഀ 0 Overturning = 2.74 ok਍ഀ 0.5਍ഀ 130 pcf਍ഀ 2.1 (HtoV)਍ഀ 140 pcf਍ഀ 75 ft.਍ഀ p਍ഀ (5222 q਍ഀ w,~lX910਍ഀ 'A" O%S3਍ഀ 000 V~਍ഀ (V CGS-~.s਍ഀ 106 0297 H TYPICAL BOULDER WALL DETAIL Figure 1਍ഀ Rq=1L*.a 1 I਍ഀ PEDESTRIAN WALKWAY਍ഀ ~ w 0਍ഀ ° w਍ഀ 1JJ Wcryoi਍ഀ U~ ocr Lj-:z 0- 0Or0਍ഀ wU 'v a a' 0 Jocno਍ഀ