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HomeMy WebLinkAboutDRB080334 12-7-08RESORT 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, -C) Attached are the revised site and landscape drawi%s 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 • Co • 8 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:\ Current_ Projects \23263Mountainvieu, \Does \080804 TOV DRB Revisions ASI 160R Ltr.doc Auo 21. 2009 RESORT DESIGN IN ASSOCIATES INTERNATIONAL ARCHITECT'S Owner [ ] Contractor [x] SUPPLEMENTAL Architect [) Field [ ] INSTRUCTION Consultant () Other [ ) PROJECT: Mountain View ARCHITECT'S SUPPLEMENTAL Fitt Vail, Co. 81657 INSTRUCTION NO: one Hundred & one (151) Lunar Vail DATE OF ISSUANCE: 6 -12 -08 OWNER: 285 Bridge Street Vail, CO 81657 CONTRACTOR: R.A.Nelson ARCHITECT: Resort Design Associates P.O. Box 6836 P.O. Drawer 5400 30 Benchmark Rd.Suite 220 51 Eagle Rd. #2 Avon, CO 81620 Avon, CO 81620 CONTRACT FOR: General Construction ARCHITECT'S PROJECT NO.:23263.00 CONTRACT DATED: 2/6/07 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 c o pv 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: ax: -ma oin www. _sort esign.com 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) P:ACm' rent_ Projects\ 23263MountainvieN \ASl\AS[- ISl.doc 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:A Current_ PrO,jects\ 23263Mountainvie N \ ASI \ASI- 1 June 12, 2008 Page 1 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 FILE: F: /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 Co ntract 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: Owner [ ] Contractor [x] Architect [ ] Field [ ] Consultant [ ] Other [ ] ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: one Hundred a 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 F:A Current Projects\ 23263NIountaim ic w \nSRASI- ]60.doc Iuhv25.2005 o o � o m O °F o w a � ° a D Z o r n r_ H A � D p z� o a y I I b I � Z m a �mr C O � o m 0 I ti N ' D = 1— in �m m o � r r E ftt � 3 m n u + Dm� D (P , < � p p NZN r D � O r o @n z o� D @� N o biz O N D 81 r r� E D r - - -� -- - , -- = -- g T �7 C m D _ _ O Am m ao n _ r = A r m � � ® m , y IN . \ I•e� =cn p �ij�� o O (P N 3 O 1.o`Cm p O z �l�.jz, p r m r r m IA ° C ;n �zEz Om IN T r I ol� p -i :9 T up, > n 0) m t2 3 A �' tr N z� N 0 4" THICK STAMPED E STAINED GONG, POOL DECK W/ SNOWMELT TUBING, SLOPE 2% AWAY FROM POOL TYP. POOL /SPA STAINED G.I.P. CONCRETE COPING, RE. COPING FORM (PART No. 12CF112) FOR PROFILE SLOPE 2% t. CO IN a ° 8212' -0.. v a a OVERHANG �PA`CT�D, % r a WATER LINE D �;FI JER, ° TILE FABRIC 1' -0" POOL STR. PLASTER / X\ INSIDE FACE OF, M r OF CONC, s f L POOL STRUCTURE Pool copirg RE; W1 0 528 MOUNTAIN VIEW VAIL, COLORADO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 W. Benchmark Rd. Quite 220 Tel: 970 - 949 -0899 Avon, Colorado 81620 Fax: 970 -949 -0933 Revision: "Ocale Detail No: A L+ 160 ���� a a ' D a a a w Q ' � a O � a m w LL �o z� �o a � z 6" MAX. v ° a o_ NATE �►I�C ti \ /F i L \T E R a 0 STAMPED 4 STAINED CONC. POOL DECK W/ SNOWMELT TUBING, SLOPE 2% TOWARDS TRENCH DRAIN TRENCH DRAIN '/z" EXPANSION JOINT TYP. COPING RE= 7.m7b SLOPE 2% T.O GO IN 8212' -0" a 8211' -Big "� %" OVERHANG 0 a WATER LINE a Q TILE , o 1' -0" POOL STR. INSIDE FACE OF CONC, a a POOL STRUCTURE 5�ction: Typ. Pool Coping 4 Trench pram RE: RFI 0 528 MOUNTAIN VIELU VAIL, COLORADO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 W. Benchmark Rd. Quite 220 Tel: 970 - 949 -0899 Avon, Colorado 81620 Fax: 970 - 949 -0933 Revision: Job No: 2326 Detail No: Drawn By: MGZ A-51 160 Date: �21�8 ���� Q a U Lu � o a a NATE �►I�C ti \ /F i L \T E R a 0 STAMPED 4 STAINED CONC. POOL DECK W/ SNOWMELT TUBING, SLOPE 2% TOWARDS TRENCH DRAIN TRENCH DRAIN '/z" EXPANSION JOINT TYP. COPING RE= 7.m7b SLOPE 2% T.O GO IN 8212' -0" a 8211' -Big "� %" OVERHANG 0 a WATER LINE a Q TILE , o 1' -0" POOL STR. INSIDE FACE OF CONC, a a POOL STRUCTURE 5�ction: Typ. Pool Coping 4 Trench pram RE: RFI 0 528 MOUNTAIN VIELU VAIL, COLORADO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 W. Benchmark Rd. Quite 220 Tel: 970 - 949 -0899 Avon, Colorado 81620 Fax: 970 - 949 -0933 Revision: Job No: 2326 Detail No: Drawn By: MGZ A-51 160 Date: �21�8 ���� 4" THICK STAMPED 4 STAINED CONC, POOL DECK W/ SNOWMELT TUBING, SLOPE 2% AWAY FROM POOL USE C I P z F v T O.COPIWG Y 8212' -"( 3/4" OVERHANG e RISER — CONT. TILE FROM BEAM - � T.O.DECK 0 STEP 8212' -0" SLOPE Section: Typ. Step �@ Pool Dick R= I:I 1 528 MOUNTAIN VIEW VAIL, CO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 lY. Benchmark Rd. Quite 220 Tel: 970- 949 -0899 Avon, dolorado 81820 Fax: 970- 949 -0933 Revision: Job No: 23263 Detail No: Drawn By: mcZ A51 1 (00 Date: - 1Z1 .08 1 Ocale: Told MOUNTAIN VIEW VAIL, COLORADO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 W. Benchmark Rd. Suite 220 Tel: 970 - 949 -0899 Avon, Colorado 81620 Fax: 970 - 949 -0933 Revision: Job No: 23263 Detail No: Drawn By: MCaZ ASI 1 60 Date: 124.08 101 Scale: 1 " =I' -0" ry I / \x\wY /Q i IL U Z� Q J J �YNQt�(Y cD a a v G _ z Y� W O, z U_ ,j Ww wQ U =_ Q� � W � 0 � N N f N 0 Q W � > f- NW q�Q (D (( \\ W iv z dj W LL L O � N Q cv 0 Z O T T N U /7I D -' O� d G1I01 �_ W W (K � Q v0 UU 0) U- O pz�QZ CL �7= � ze ON zQ z� U uz�u6 f-- O� tt0 J► W Do! ~ O �W w o � u RE' WI 0 5 28 MOUNTAIN VIEW VAIL, COLORADO RESORT DESIGN ASSOCIATES INTERNATIONAL 30 W. Benchmark Rd. Suite 220 Tel: 970 - 949 -0899 Avon, Colorado 81620 Fax: 970 - 949 -0933 Revision: Job No: 23263 Detail No: Drawn By: MCaZ ASI 1 60 Date: 124.08 101 Scale: 1 " =I' -0" 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. Alumin Pat.. No. 4,815,888 3.230 Set with string line and nail into 3" stakes through the continuous feet of bottom section. Part# ALD - C CLEAR ALD - T TAN ALD - W WHJTE 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 POURED IN PLACE "CANTILEVER FORM" Ilie Deep Regular Cantilever Form offers the Regular Profile extended to 1 -1/2" from 1he vertical wall. flirt ft I 2CF 112 CARTON INCLUDES: 96' DEEP RF'.Cj(j1-AR FORM 777 96' T11-1- , STR 11 W IRF Tif" 'SIDF KIT ws - i - RU(710N SIMET VORM MAY HL ORDFRED W1'j r 111 A-1 STRIP OR TIF WiRE slik KIT I 6.250 I --- 2.375 R 3.500 R 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 the to clean away any debris which could cause the tile strip to fit unevenly around the perimeter. 2. Setting the 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 43 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 -faced tape. (See Fig. D.) The Principle to Remember: Rending 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.) 151b. Roo!inp � Pap• � i A Sharp corners may be mitered with a sharp knife. Forms should be spaced using center portion for light radii, �I ,. \ tr r • B R INSIDE OUTSIDE •ui vnuptc. i RAD E 12 Place #15 LB roofing paper on top of the bond benm. This serves as an excellent cold joint material preventing adhesion hetv,peen the top of the bond beam and the over -pour. (Sec Fig. ii.) it Helpful Hints to Remember On square corners and tight radii, it tnay tie helpful to notch the back of the tile strip to allow for bending. (See Fig. F.) Pruning shears are a useful tool for notching the tilt strip. 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 h inches behind the tile. Sccurc tic wires with a turn around the nail while applying slight pressure against the form. (See Fig. G.) Secure the form, file 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 bath the corner strip and form and secure to the concrete nail as described above. (See Figs. H and 1.) 11 0 F H I I Handy Tip: Push tic 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 Notes The aluminum tie wires have beers pre- scored for your converrrerrce. When removing the formwork, a heist ref the pigtail severs the lie wire below the surface. (See Fig. J.) 13 Page 1 of 1 Zanger, Matthew 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 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 Monroe & Newell N al ctns, file. 70 Bewhmrt Rmf. Sa ne 204 Avon. C&vaio 81820 Phcw -970. 949 -7788 Fax.970449 -4054 WeNkr- 2" OM S $ F .mail:av4niiinxrroe•neMell.axn 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). 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