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Home My WebLink AboutDRB140057 Plans ApprovedMATERIAL 5YM50LS EARTH 5HEATHIN6 (PLYWOOD /05B) GRAVEL / DRAINAGE WOOD -FIN 15H CONCRETE WOOD -ROUGH 51TJGG0 / EIFS or W00D- BLOGKIN6 GYPSUM WALL BOARD r, GATT INSULATION ROOF SHINGLES (SHAKE / ASPHALT) MM RIGID INSULATION ® (CERAMIC / SLATE) FA VA MA50NRY STONE VENEER (DRY STACK) STEEL / METAL STONE VENEER (GROUTED) METAL DECKING HEAVY TIMBER METAL 5TUD5 ® or ® ENGINEERED WOOD GLAZING / MIRROR X SECTION GUT SYMBOL XX ELEVATION REFERENCE 2 X 3 XX.X 1 ELEVATION SYMBOLS XX.X 4 C --� X REV15ION SYMBOL X XX DETAIL OR PLAN ENLARGEMENT I l I ® WINDOW REFERENCE 30X10 WINDOW / DOOR SIZE (FT. 1N) ® DOOR REFERENCE WALL TYPE REFERENCE 12 b F- or, 6:1.2 ROOF PITCH SYMBOL TYP. 1 4 WELD SYMBOL DRAINAGE FLOW DESIGNATION OELEVATION KEYNOTE A REMODEL AND PRIMARY /SECONDARY SPLIT OF 100 VAIL ROAD LOT 35, BLOCK 7, VAIL VILLAGE FILING 1, VAIL, COLORADO 81658 AE35 EV I A71 ONS ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AF6 ABOVE FINISHED GRADE LTL LINTEL AP ACCESS PANEL LVR LOUVER ACT ACOUSTICAL GE I L I NG TILE MH MANHOLE AD-1 ADJACENT MFR MANUFAGTTJRER ALT ALTERNATE MO MASONRY OPENING G MAIL MATERIAL AL ALUMINUM MAX MAXIMUM APPROX APPROXIMATELY M MECHANICAL ADA AMERICAN DISABILITY ACT MG O MEDICINE CABINET A/C AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL 65MT BASEMENT M METER BRG BEARING MW MICROWAVE BFG BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK M150 M150ELLANEOU5 BLKG BLOCKING MR MOISTURE RESISTANT MULL MULLION BD BOARD NAT NATURAL BO BOTTOM OF NR N015E REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OPT CARPET NIG NOT IN CONTRACT 05MT CASEMENT NT5 NOT TO 50ALE GIP CAST IN PLACE O.G. ON CENTER CLG CEILING OPG OPENING GTR CENTER OFF OPPOSITE OT CERAMIC TILE OPH OPPOSITE HAND GLR CLEARANCE 05B ORIENTED STRAND BOARD COL COLUMN OD OUT5IDE DIAMETER GONG CONCRETE OH OVERHEAD OA OVERALL GMU CONCRETE MASONRY UNIT (P) PAINT G CONDUIT PR PAIR CON5T CONSTRUCTION PKN6 PARKING GONT CONTINUOUS T OJT CONTROL JOINT FED PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRE55URE TREATED DIM DIMENSION P5F POUNDS PER 50UARE FOOT DW DI5H WA5HER F51 POUNDS PER SQUARE INCH DR DOOR PG PRE -GA5T PROP PROPERTY DWG DRAWING OT QUARRY TILE DF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST REFER ELEG ELECTRICAL RE REF REFERENCE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RE5 RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EX6 EXISTING R R15ER EXP EXPAN51ON R45 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RFG ROOFING FOG FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF STUDS 55 SANITARY SEWER FIN FL FINISH FLOOR ELEVATION (S) SEALANT FE FIRE EXTINGUISHER 5HT SHEET FPO FIRE DEPARTMENT CONNECTION 5HT6 5HEATHING FHG FIRE H05E CONNECTION 5M SHEET METAL FEG FIRE EXTINGUISHER CABINET SIM 51MILAR FPL FIREPLACE 5PM 51NOLE PLY MEMBRANE FP FIREPROOFING 50 SOLID GORE FLO FLA5HING 5 5OUTH FLR FLOOR SPEC SPECIFICATIONS FD FLOOR DRAIN 50. FT. SQUARE FEET 5.5TL 5TAINLE55 STEEL FT& FOOTING STD STANDARD FND FOUNDATION 5ELF- TAPPING FBO FURNISHED BY OTHERS 5TL STEEL FUR FURRING 5D STORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED STR 57RINOER 6D GARBAGE DISPOSAL STRUG 5TRJU07IJRAL 60 GENERAL CONTRACTOR 5W SWITCH CLAM 6LULAM LAMINATED BEAM 5YM SYMMETRICAL GL GLASS, GLAZING TEL TELEPHONE GB GRAB BAR TV TELEVISION GND GROUND THK THICKNE55 THR THRESHOLD GWB GYPSUM WALL BOARD TBD TO BE DETERMINED HOR HANGER T 46 TONGUE AND GROOVE HDW HARDWARE T05 TOP OF SLAB HDR HEADER T5L TOP OF STEEL HT6 HEATING TOW TOP OF WALL HVAG HEATING/VENTILATING/ AIR TB TOWEL BAR CONDITIONING TR TRANSOM HT HEIGHT T TREAD HG HOLLOW GORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INCL INCLUDED UL UNDERWRITER5 LABORATORIES ID INSIDE DIAMETER UNO UNLE55 NOTED OTHERWISE IBC INSTALLED BY CONTRACTOR `B VAPOR BARRIER IBO INSTALLED BY OWNER FIELD INS INSULATED VL VER5ALA INT INTERIOR VERT VERTICAL JT JOINT VGT VINYL COMP051TION TILE J5T J015T V VOLTS Jr. JANITOR'S OL05ET WD WASHER / DRYER KIT KITCHEN WG WATER OL05ET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAY LAVATORY W WIDTH / WA775 / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW K/ WITH WO WITHOUT WD WOOD KP WATERPROOF / WEATHERPROOF GENERAL NOTES 00. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR COORDINATE $ INTEGRATE INTO THE FINAL PROJECT ANY DE51 GN -BUILD ASPECTS OF MECHANICAL, ELECTRICAL $ PLUMBING REQUIREMENTS WITH THESE DOCUMENTS FOR A COMPLETE, SATISFACTORY 4 CODE COMPLIANT PROJECT. CONTRACTOR SHALL PROVIDE COMPLETE BUDGET 4 PROJECT SCHEDULE AS WELL AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER PRIOR TO MOBILIZATION AND /OR COMMENCEMENT OF WORK. 01. DO NOT SCALE DRAWIN05. VERIFY DIMENSIONS $ FIELD CONDITIONS 4 DETAILS OF UTILITY LOCATIONS $ CONNECTION POINTS ON51TE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ SUBCONTRACTS. 02. NOTIFY ARCHITECT OF CONFLICTS OR DI5CREPANGIE5 AMONG THE DOCUMENTS OR NEED FOR ADDITIONAL INFORMATION BY IDENTIFYING THE NATURE OF CONFLICT OR DISCREPANCY. 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE OWNER/ARCHITECT BEFORE CONSTRUCTION CONTINUES IN AFFECTED AREA(5) OF WORK. 04. PLAN DIMENSIONS ARE TO FACE -OF- FRAMING, GENTERLINE OF COLUMNS OR OPENINGS AND /OR FACE -OF- CONCRETE UNLESS NOTED OTHERWISE. GROSS - SECTION VERTICAL ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, UNLESS NOTED OTHERWISE. 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR $ CEILING CAVITIES FOR PRODUCT INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR MANUFACTURER/IN5TALLATION REQUIREMENTS WHETHER SHOWN ON THESE DOCUMENTS OR CITED IN SEPARATE DOCUMENTATION BY OTHERS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING $ WALL- MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS, FAUX BEAMS 4 LIGHT FIXTURES OR OTHER SUCH WORK IN THESE DOCUMENTS. 0,6. COORDINATE 4 VERIFY ROUGH -IN LOCATIONS 4 REQUIRED FOR CLEARANCES OF ELECTRICAL, MECHANICAL $ PLUMBING FIXTURES $ APPLIANCES WITH THE INFORMATION PROVIDED HEREIN, PROVIDED BY OTHERS OR AVAILABLE FROM MANUFACTURER LITERATURE. VERIFY EX15TINO CONDITIONS ALLOW FOR ALL SUCH ITEMS TO FIT WITHIN NEW DETAILS, ARCHITECTURAL ACCOUTREMENTS, FLOOR SLAB AND /OR WALL CAVITIES IN PER APPLICABLE CODES $ MANUFACTURER DATA. 01. VERIFY ALL POWER 4 LOW VOLTAGE ELECTRICAL ROUGH -IN LOCATIONS FOR APPLIANCES, EQUIPMENT AND /OR LIGHT FIXTURES IN ADVANCE OF ORDERING OR INSTALLATION CONSTRUCTION ITEMS. 05. APPROVE ALL FIX7URE5/COLORS/FINI5HE5 WITH OWNER IN ADVANCE. Oct. IN THE EVENT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED FOR CONSTRUCTION OF ANY ASPECTS OF THI5 PROJECT, IMMEDIATELY NOTIFY OWNER/ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT /OWNER OF RESPONSIBILITY FOR DELAYS TO THE PROJECT OR ADDITIONAL COSTS. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 5AT15FYINO ALL APPLICABLE CODES 4 OBTAINING ALL PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT NON - CONFORMING WORK RELEVANT TO ANY CODES GOVERNING THE PROJECT. II. GENERAL CONTRACTOR 4 SUBCONTRACTORS SHALL FIELD COORDINATE 4 OBTAIN APPROVAL FROM STRUCTURAL ENGINEER PRIOR TO GUTTING, NOTCHING OR DRILLING OF GA5T -IN -PLACE CONCRETE, STEEL FRAMING, OR OTHER STRUCTURAL ELEMENTS WHICH MAY IN ANY WAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12. ALL NEW ELECTRICAL, PLUMBING 4 MECHANICAL WORK SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE $ REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. THE COMPLETED WORK SHALL ALLOW FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE AUTHORITY HAVING JURISDICTION. 13. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH WRITTEN OWNER APPROVAL. CONTRACTOR SHALL SUBMIT DETAILS, NEEDED PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS $ FINISHES IN ORDER TO DETERMINE ACCEPTABILITY. 14. IT I5 REQUIRED BY THESE DOCUMENTS FOR CONTRACTOR $ HI5 SUBCONTRACTORS, VENDOR5 /WORKMEN TO PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO PROVIDE A COMPLETE PROJECT WITHIN RECOGNIZED INDUSTRY STANDARDS THAT ALLOWS FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE AUTHORITY HAVING JURISDICTION. 15. COORDINATE ALL CABINETRY 4 TRIM CONFIGURATIONS 4 PROFILES 4 INTERIOR FINISHES WITH OWNER IN ADVANCE. REFER TO ROOM FINISH 4 OTHER SCHEDULES FOR GENERAL GUIDANCE. 1.6. INSULATION PLANES t PRODUCTS SHALL EITHER BE UNFACED FIBERGLASS BATTS AND /OR RI61D FOAM OR A COMBINATION THEREOF EQUAL TO STATED R- VALUE5 WITHIN THE DOCUMENTS. 11. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED IN WRITING TO ARCHITECT /OWNER FOR CLARIFICATION AND /OR DIRECTION. 0. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED DIRECTLY TO OWNER WITH BACK -UP DETAIL AND SUBMITTAL REQUIREMENTS 50 STATED IN THE CONTRACT FOR CONSTRUCTION. SUCH DATA SHALL CONFORM TO THE LINE ITEM SCHEDULE OF VALUES TO READILY REVIEW t DETERMINE % COMPLETE ON A LINE ITEM BASIS. la. CONTRACTOR SHALL UPON COMPLETION OF THE WORK INCLUDING PERFORMING WORK WITHIN HI5 OWN PUNCH LIST, SHALL NOTIFY OWNER OF COMPLETION 50 AS TO ALLOW THE OPPORTUNITY TO REVIEW FOR GONFORMANCE.TO THE CONTRACT DOCUMENTS AND 155UE A PUNCH L15T FOR FINAL COMPLETION. 20. CONTRACTOR SHALL ASSEMBLE AND SUBMIT TO THE OWNER AN "OPERATION MAINTENANCE MANUAL" THAT INCLUDES MANUFACTURED ITEMS AND PERTINENT WARRANTY INFORMATION. 21. ALL WORK WHEN INSTALLED SHALL COMPLY WITH THE 2012 TEXAS ACCESSIBILITY STANDARDS, ELIMINATION OF ARCHITECTURAL BARRIERS, TEXAS GOVERNMENT CODE, CHAPTER 4bci AS ADMINISTERED BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATION. THI5 PROJECT I5 REGISTERED WITH THE TDLR AS PROJECT NUMBER B2515443. L�) AN I NO 1NL�)EX T 1.1 DOVER SHEET SURVEY ZE 0.1 EXISTING 51TE PLAN AND ZONING CALCULATIONS ZE 1.1 EXISTING FIRST FLOOR PLAN AND 6RFA CALCULATION ZE 12 EXISTING 5EGOND FLOOR PLAN AND GRFA CALCULATION ZE 1.3 EXISTING THIRD FLOOR PLAN AND 6RFA CALCULATION ZE 1.4 EXISTING FOURTH FLOOR PLAN AND 6RFA GALGULATION ZE 1.5 EXISTING FIFTH FLOOR PLAN AND 6RFA CALCULATION ZE 2.1 EXISTING EXTERIOR ELEVATIONS ZN 0.1 51TE GOVERAOE CALCULATION ZN 1.1 NEW FIRST FLOOR PLAN 6RFA CALCULATION ZN 12 NEW 5EGOND FLOOR PLAN GRFA CALCULATION ZN 1.3 NEW THIRD FLOOR PLAN 6RFA GALGULATION ZN 1.4 NEW FOURTH FLOOR PLAN 6RFA CALCULATION ZN 1.5 NEW FIFTH FLOOR PLAN GRFA GALCULATI ON ZN 1,6 NEW 5IXTH FLOOR PLAN GRFA CALCULATION ZN 1.1 NEW EXTERIOR ELEVATIONS A50 51TE DEVELOPMENT PLAN A51 51TE DEVELOPMENT LAND50APE PLAN A52 DRIVEWAY PLAN A 1.1 NEW FIRST FLOOR PLAN A I2 NEW SECOND FLOOR PLAN A 1.3 NEW THIRD FLOOR PLAN A 1.4 NEW FOURTH FLOOR PLAN A 1.5 NEW FIFTH FLOOR PLAN A 116 NEW 5IXTH FLOOR PLAN A 1.1 NEW ROOF PLAN A 2.1 EXTERIOR ELEVATIONS A 22 EXTERIOR ELEVATIONS A 23 EXTERIOR ELEVATIONS (5FA SUMMA EXISTING PRIMARY SECONDARY 15T 2,603 5F 1104 5F 1500 5F GARAGE 7600 SF 7600 5F ;600 5F BASEMENT -1,614 5F -105,6 5F -80,6 SF 2ND 2617 5F 3221 5F 58 5F 3RD 3616 5F 3844 5F 58 SF VAULTED b51 5F 10015F - 47H 2224 5F 341 5F 2282 5F 5TH 2354 5F - 240,6 5F VAULTED 211 5F - 43 5F bTH - - 1415 SF TOTALS 14182 5F 8511 5F 565/0 5F Approved by the 0 ' Design Review Board TOWN OF VA I L By Warren Campbell at 7:28 am, Apr 04, 2014 74 I TEST: VICTOR MARK DONALDSON ARCHITECTS P.O. BOX 5300 ANON, COLORADO 8[620 PHONE: c[IO.g4q.5200 CHRIS JUERGENS, PRI NG I PAL E -MAIL: CHRISJ@ \/MDA.COM MARK DONALDSON, PRI NG I PAL E -MAIL: MARKD @VMDA.GOM NEDBO CONSTRUCTION 406c[0 US HIGHWAYS b AND 24 AVON, GO 8420 PHONE: 4- 70.845.1001 ROLL I E KJESBO ROLL IE ®NEDBO.COM u FED �� [F W H 0 H (a hM 0 V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 RECEIVED By Shelley Bellm at 11:15 am, Mar 31, 2014 DRB140057 LL 0 � J �) � Oct: CD L-) C-0 Q��0 DO w Q � Q 00 2E U 0 J of � Q ® J_ Q G O > RECEIVED By Shelley Bellm at 11:15 am, Mar 31, 2014 DRB140057 0 V N O G O CD Ci 04 I O O (V O O 5 80`00' ooE o ` . �o O 'O o O 0 0 _ BUILDING SETBACK I -8182_ 1�8184� � 8186 -� 8190 x 8t9Z. 65_ LOT 35 0.5379 ACRES 100 VAIL ROAD \ \ 8216.71 8226.8'1 \ \ 8151.76 / 8212.01 820. 8202.0' - -- \ \ � 8153.12 1 J, 8200.1 \\ 1 r' 8156.90 8152.88 \ 8153.60 \ \ \ 18181.0 I lit iAC Ifl III itl \ \ fP _ \ i M I uJt�uu IL 8154.24 PL \ / 'X,8154.24 \ \ \ 6 "1 \ . \ \ 8155.36 \ 0 \ 8154.40 ' \ INDICATES AN \ ` INDICATES A EVERGREEN TREE \ DECIDUOUS TREE 'Y,8155.00 56.81 \ \ \ \ / 8156.99 8179 \ \ J \ \ \ \ \ STONE VENEER \ ` - - - \ WALL \ \ - - 156.36 \ �- - 8174.87 8157.81 \ EDGE OF PLOWED 8183.90 \ GARAGE \ ROADWAY SLAB ELEV. = 8157.7' APPROXIMATE LOCATIC% \ GRAPHIC SCALE CANTILEVER \ OF CURB (BURIED) \ \ a1ss.lo OUTLINE OF \ \ \ \ \ 10 o s 1a 20 40 RESIDENCE EVE ELEV. = 8200.1' S \ �81s7 73 x8192.07 8192.27 8202 - � f 8187.11 \ IN FEET ) 8157.68 \ \ 1 inch = 10 ft. EVE ELEV. = 8217.0 - - - \ � - - _ 8157.75 � 157.79 \ EVE ELEV. = 8209.6' � 23' \ -X,8158.45 ELEV. = 8158.04' 8157.88 \ \ \ \ mac, 1159.80 RIDGE ELEV. = 8226.8'--,,,,,,,,.o \ \ \ DECK a\ .41 EL. = 8169.2' 8158.64 \ \ \ \ \ 8201.72 \ \ DITCH y 1 sass \ \ \ \ cproli \ 1 8022 . A 803.68 _ x 8172.90 \ 8159.08 � EVE ELEV. = 8212.0' EVE ELEV. = 8216.7' I / 8159.43 8159.56 \ N STONE VENEER \ \ \ _ DECK ELEV. = 8181.0' I oo WALL I � \ 8203.43 ` \ \ iV�� c Illll�m nrnv n ry - Qono n', . , W/.jv Aso, - - _ , ANP - C • O• W. 8201.36 FOUND REBAR WITH AN ALUMINUM CAP, P.L.S. No. 4551 ` ` N %7 4Q,0o„ w (ELEVATION = 8170.32') EDGE OF PLOWED ` ` � � - ,�a1ss'2o 33 3 g �, NOTES: ROADWAY '� � � - _ _ O 8195.09 0' - 1) DATE OF TOPOGRAPHY: 1/18/2014 SOUTHEASTERLY CORNER OF LOT 35 91.1 , SURVEYOR'S CERTIFICATE FOUND REBAR WITH AN 9 2) BASIS OF ELEVATIONS: LOWER ENTRY LEVEL = 8158.04 ALUMINUM CAP, P.L.S. No. 14109 (ELEVATION = 8173.67') 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY \ MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. _ FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. ------------------------------------ SAMUEL H. ECKER 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF 6) APPROXIMATELY 4' OF SNOW ON LOT AT TIME OF FIELD LOCATIONS. OTHER FEATURES MAY EXIST WHICH GORE RANGE SURVEYING LLC WERE NOT VISIBLE. Approved by the \Dbsign Review Board T 11 By Warren Call at 7:28 am, Apr 04, 2014 0 z z a w W O C7 Q d a m >wy; O WOW � a M W w O H d a Q In Ln 0 N I 0 O Z z Q h W O O x O I J o 00 C'4 m co co Z � O R x V o ._ m V V 0 z z a w W O C7 Q d a m >wy; O WOW � a M W w O H d a Q N I O Z z Q h W O O O I m Z � Z o s o / \90 `00 � I \ I \ \ I \ \ I \ \ I \ � I I 8174 6 8 I � 8180 8182 I8179.431 I I 8184 x � 1 8186 _— LINE DEI 0 I GOVER{� O 8187.11 O �\ x Z � \y I IS196 KATER FEATURE 450sf } — � r 8202 PORTION OF BUILDING BELOW GRADE \ 81 FOREST ROAD PATIOS, 5TEP5, AND RETAINING KALL5 b4,bsf N 77-40'00" —— W 339.03 \ POSID, AND RETAINING - K4,LL5 \ 2519f (ON 51 1'Ek Checked and verified by staff TOTAL LOT AREA - 25452 SF MAX ALLOWABLE BUILDING 51TE COVERAGE 468,8 5F (20%) EXISTING BUILDING 51TE COVERAGE 5245 5F (221638) MAX ALLOWABLE DRIVEWAY ON 51TE 2545 5F (10%) EXISTING 5a4 5F DRIVEWAY ON 51TE 1425 5F (82%) EXISTING 5521 5F DRIVEWAY IN RIGHT OF KAY 1108 SF MIN REQUIRED 3625 5F SNOW STORAGE AREA 14182 5F (21549f X.1 + I5470 X.5) 785 5F MIN REQUIRED LANDSCAPE AREA MAX GORE DEVELOP MIN GREEN 50APE EXISTING LAND50APE AREA GORE DEVELOPMENT GREEN 5CAPE 14054 SF (60%) 2812 SF (20 %) 11241 5F V6154 5F (64.038) 2675 SF (11%) 15484 5F GRFA SUMMARY LL O FIRST FLOOR 5a4 5F SECOND FLOOR 2611 5F THIRD FLOOR 5521 5F FOURTH FLOOR 2224 SF FIFTH FLOOR 3625 5F TOTAL GRFA 14182 5F NOTES: I. ALL CALCULATIONS SHALL BE CONSIDERED PRELIMINARY PENDING TOWN OF VAIL STAFF REVIEW AND ACCEPTANCE. 2. TH15 DRAWING KA5 GENERATED FROM A CURRENT ILC SURVEY, FIELD MEASUREMENTS AND OBSERVATIONS, AND ORIGINAL BASE CONSTRUCTION DRAKING5. 5. ALL EXISTING ZONING REVIEW AREAS THAT CURRENTLY EXCEED THE MAXIMUM ALLOWABLE LIMITS MAY NOT BE EXPANDED. Approved by the Design Review Board F IL By Warren Campbell at 7:28 am, Apr 04, 2014 V 5 ►T ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O Q 0 VJ O 00 Ln T_ Q O W Q �, Q OO 2i Q O J W Q � O J Q : O > I \ \ B G D E TOTAL ENCL05ED FLOOR AREA 2,603 5E GARAGE DEDUCTION ,600 5E BASEMENT DEDUCTION I,6I4 5{= 202.cf' / 527b' =,62% L-) C� TOTAL CALCULATED ORFA 5&q 5E Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:28 am, Apr 04, 2014 u ra IM 0uIMMo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 0 J U) Oct o L-) C� Q Ole W Q Q 00 2E U 0 —i of U) Q 0 o J_ Q 2 O n (D,4-- - (D"-- - (D--- - B G D MhO TOTAL CALULATED ORFA -2617 5F V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 k IApproved by the Design Review Board TOWN OF VA f L By Warren Campbell at 7:28 am, Apr 04, 2014 U Pa IM 0UIMMo��ca� 0 gn� J U) Oct o L-) (.0 00 W Q Q 00 2E U 0 —i of U) Q 0� o J_ Q 2 O n k IApproved by the Design Review Board TOWN OF VA f L By Warren Campbell at 7:28 am, Apr 04, 2014 U Pa IM 0UIMMo��ca� (D,4-- - (D"-- - a--- B G D MhO TOTAL ENOL05ED FLOOR AREA 5b-Ib 5F VAULTED 5FAOE lb'+ OR HIGHER 1,651 5F TOTAL OALaLATED ORFA 5521 5F NN Approved by the Design Review Board TOWN OF VA I L ! By Warren Campbell at 7:29 am, Apr 04, 2014 u ra IM 0uIMMo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 0 J U) Oct o L-) (.0 Q Ole 00 W Q Q 00 2E U 0 -i of U) Q i0 o J_ Q 2 O n B G D MhO \ TOTAL F-NCL05ED FLOOR AREA 2224 SF Approved by the Design Review Board TOWN OF VAI6�5 By Warren Campbell at 7:29 am, Apr 04, 2014 U Pa IM 0UIMMo�ETcaL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 LL 0 J U) Oct o L-) (.0 Q Ole 00 W Q Q 00 2E U 0 J O Lu of U) Q 0 o J_ Q 2 O n (D,4-- - B G D E Approved by the 0 ' Design Review Board TOWN OF VA I L By Warren Campbell at 7:29 am, Apr 04, 2014 u ra IM 0uIMMo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 0 J Oct L-) Z Q Od 00 0 W Q Q 00 2E U 0 J O Lu of U) Q 0 o J_ Q 2 O n D O MIMIImlml EXISTING FIFTH FLOOR 8205.0 - - - - - J-\ EXISTING FIFTH FLOOR EXISTING FIRST FLOOR 8158.04 AESTH E,LE\/ATIou n SOUTH ELEVATION 5 5 NORTH ELEVATION 5 5 A-% EXISTING MAX RIDGE V W � EX82ING IST FIFTH FLOOR � EXISTING FIFTH FLOOR ARCHITECTS r 90 W BENCHMARK ROAD SUITE 207 ., EXI�TIN6 FOURTH FLOOR BOX 5300 2.o AVON, CO 81620 970.949.5200 EXISTIN6 THIRD F L O O R v m d a@ v m d a, c o m 8181.0 FAX 949.5205 ;T- Ih EX STING FIRST FLOOR 8158.04 EAST ELEVATION YPLE: I /B' = Ib Approved by the Design Review Board TOWN OF VA 1 L " By Warren Campbell at 7:29 am, Apr 04, 2014 U Va IM 0UIMMo�ETcaL LL 0 gn� J U) Oct o L-) (.0 00 W Q Q 00 2E U 0 -i of U) Q 0 o J_ Q 2 O I Approved by the Design Review Board TOWN OF VAI L 1 By Warren Campbell at 7:29 am, Apr 04, 2014 V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 0 0 �U0R �Q00 L0 Q � �C 00 o wo,JQ �O OO 2i U QJ Uj� >o Q� 0 Q 2 F n a� m 0 C7 c� D 1 11 17 2 a -10 i5 nE - - - - - - - I r i i LINE OF EXTERIOR KALL NOT FULLY BURIED BELOW GRADE ON LOKE5T a .. FLOOR LEVEL ��0" PERIMETER L_______ UQ sW.MU .oa+ FO'AWau. I I O ® ; TOTAL FLOOR AREA 24&1 5F -O TOTAL FLOOR AREA 1704 5F GARAGE DEDUCTION (600 5F) - - - - - - - I r i i LINE OF EXTERIOR KALL NOT FULLY BURIED BELOW GRADE ON LOKE5T a .. FLOOR LEVEL ��0" PERIMETER L_______ UQ sW.MU .oa+ FO'AWau. I I O ® ; TOTAL FLOOR AREA 24&1 5F PRIMARY UNIT TOTAL FLOOR AREA 1704 5F GARAGE DEDUCTION (600 5F) BA5EMENT DEDUCTION (62 %) (105,6 5F) TOTAL CALCULATED GRFA 4& 5F 5EGONDARY UNIT Q TOTAL FLOOR AREA 1500 5F GARAGE DEDUCTION (600 5F) BASEMENT DEDUCTION (62%) (80,6 5F) TOTAL CALCULATED GRFA -10,6 5F 0 1 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 7:29 am, Apr 04, 2014 u �v�3 �»�r��3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 L.L 0 J U) Oct o L_) C� Q Ole W Q Q 00 2 U 0 J of U) Q 0� o J_ Q 2< <Q> F n W. m a 0 nc <D-� nE I p� /A TOTAL GALaLATED ORFA PRIMARY SIDE TOTAL GALaLATED ORFA SEGONDARY SIDE TOTAL GALGULATED ORFA 527ci 5F 5=1 5i= 5a 51= LINE 0 I I I I I — — — 20' BUILDING SETBACK Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 7:29 am, Apr 04, 2014 u �v�3 U �3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 `0 1 J U) Oct o L-) (.0 Q Ole 00 W Q Q 00 2E U 0 -i of U) Q 0� o J_ Q n _1 m 0 B G <D) 1 11 nE I \ \ I I I I I\ \ I I I I I \ \ I \ I I I \ \ I p� /A TOTAL FLOOR AREA 5402 51= PRIMARY UNIT TOTAL FLOOR AREA 5844 5E VAULTED SPACE I.6'+ OR HIGHER 1001 5E TOTAL CALCULATED GREA 4551 5E SECONDARY UNIT TOTAL CALCULATED GREA 5& 5E 0 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:29 am, Apr 04, 2014 u �v�3 �»�r��3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 `0 1 J U) Oct o L-) (.0 Q Ole 00 W Q Q 00 2E U O J O Lu of U) Q i0 o J_ Q n 1-71-211 41 -1011 \ \ I I I\ \ I I I \ 151 -011 241 -511 p� Op� TOTAL CALCULATED GRFA -2675 5F PRIMARY UNIT TOTAL OALaLATED GRFA 5cTI 5F 5ECONDARY UNIT TOTAL OALaLATED GRFA 2282 5F Approved by the Design Review Board TOWN OF VA I L # By Warren Campbell at 7:29 am, Apr 04, 2014 u �v�3 U �3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 LL 0 J �) Oct o L-) (.0 Q Ole W Q Q 00 2 U 0 J O Lu of U) Q 0 o J_ Q 2 O n a m 0 l-, nc <D-� nE p� 5ECONDARY UNIT TOTAL ENOL05ED FLOOR AREA 240,6 5F VAULTED 5FACE +I,6-0" 45 5F TOTAL CALCULATED ORFA 244ci 5F Approved by the Design Review Board TO IL' By Warren Campbell at 7 :29 am, Apr 04, 2014 u �v�3 U �3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ILL 0 \ J �) Oct L-) p� 5ECONDARY UNIT TOTAL ENOL05ED FLOOR AREA 240,6 5F VAULTED 5FACE +I,6-0" 45 5F TOTAL CALCULATED ORFA 244ci 5F Approved by the Design Review Board TO IL' By Warren Campbell at 7 :29 am, Apr 04, 2014 u �v�3 U �3Mo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ILL 0 J �) Oct L-) Q Ole 00 W Q Q 00 2 U 0 J O Lu of U) Q 0 o J_ Q n nE3 nc <D-� NO SETBACK LINE 5EOONDARY UNIT TOTAL FLOOR AREA p� I \ I \ I \ CT15 5F Approved by the Design Review Board TOWN { By Warren Campbell at 7 :30 am, Apr 04, 2014 u ra IM 0uIMMo��caL V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 LL 0 J U) Oct o L-) (.0 Q Ole W Q Q 00 2E U 0 J O Lu of U) Q i0 o J_ Q 2 O n EXISTING MAX RID6E/ik n WEST ELEVATION .&% EXISTING MAX M06E n ,SOUTH ELEVATION NORTH ELEVATION 5 5 J, EXISTIN6 MAX RI^ V Wk ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 �EASTELE �( AT I O I �, I Approved by the Design Review Board 5 G LE: I 18" = I' -O" TOWN OF VA I L I By Warren Campbell at 7:30 am, Apr 04, 2014 BRIM 8u1MMuVVZ%L O 0 VJ O 0 VJ T- �M Q W O W 0 �, Q OO 2i U QJ O �� >O Q� � 0 Q : > F n �EASTELE �( AT I O I �, I Approved by the Design Review Board 5 G LE: I 18" = I' -O" TOWN OF VA I L I By Warren Campbell at 7:30 am, Apr 04, 2014 BRIM 8u1MMuVVZ%L O 0 �Z C5� (9 V' N I O to N O O G 53.2 N ao•oo 0 x I I 1 1 I LOT 35 0.5379 ACRES ---------------------- 100 VAIL ROAD 1 I x 8182 1 I8184 -� -- - - - - 1 1 8186 x 818 + i j X � 81 J,0 1 I 1 V "\o III 181116 OUTDOOI KITGHE� 0) 00; �s O01, , , , , , , NEW b' -0 "51 DEWALK WITH 8152.8 BY -k-1 TOWN OF \/AIL `S 153b NEW LAND5GAPE LOW PLANTINGS, SEASONAL FLOWERS X rlY O/�/ � \ 15 4.4-x- \ N q'' \ I �S /G , • �\ x I/ \` PORTION OF BUILDING TO T, I I \ \ BE REMOVED - \� NEW b' -O" SIDEWALK WITH _ -- - - - \ \ OFF 51TE 8155.8 CURB BY 15b.,5 _, - -__ �5QNGRETE OWNER x \\ o PA \/ER�'RRIVEWAY g / (HEATED) 5855- -O.FT. \ \ 172 / ' �• `.� \� " 51TE SNOW 5TORAG•E 157b 25 50.FT. 8157.4 �o / ... .. -- -_ -- -- -- --- - - - - -- ON SITE 1 �� GONGRETE 1 \\ PA \/EiiDRI \/EWAY (HE'ATED) 8157.3 \ 11 448 50.FT. i. - - -- --------------- 1 n? OFF 51TE,, \ J I a %ter - - - -- - - - - - - -- - -- - 8157.4 RI \/EWAY D 8157.7 \ ryj°� 1 1 : • CONCRETE o _ �. II /�:, PA \/ER p 1572i` 1 \ \ 1 8157,6. -- \: (HEATED) 581 50. T. 1 I l 1 151.1 8158. f 5NON 5TORAQE - l28 SQ.FT - 8157. L J \ ; 8158.1 r - - T - , \\ '�' �' ON SITE CONCRETE PAVER 15r. DRIVEWAY (HEATED) 701 SQ.FTJ ,• t , J -80&.3 & \\ 8202 II\ Checked and verified by staff HEATED DRIVEWAY 5NOWMELT NOTES: THE DRIVEWAY AND SIDEWALK SHALL BE DIVIDED INTO b ZONES. TH05E b ZONES ARE: I. PRIMARY UNIT ON 51TE DRIVEWAY AND WALKWAY 701 5F. 2. PRIMARY UNIT DRIVEWAY OFF 51TE 581 5F 3. SECONDARY UNIT ON 51TE DRIVEWAY AND WALKWAY g4g 5F 4. SECONDARY UNIT DRIVEWAY OFF 51TE 385 5F 5. WEST HALF OF SIDEWALK BETWEEN DRIVEWAY GUTS b. EAST HALF OF SIDEWALK BETWEEN DRI \/EWAY GUTS. TOTAL LOT AREA - 23,432 5F MAX ALLOWABLE BUILDING 51TE GOVERAGE 468,6 SF (20%) FX15TINO BUILDING 51TE GO\/ERAOE 5278 5F (22390) MAX ALLOWABLE DRIVEWAY ON 51TE 2543 5F (10%) PROP05ED DRIVEWAY ON 51TE 1,117 5F (82%) DRIVEWAY IN RI6HT OF WAY 1172 5F MIN REQUIRED SNOW STORAGE AREA (2,3435f X.1 + g725f X .I) 332 5F MIN REQUIRED LANDSCAPE AREA 14,058 SF (6090) PROP05ED LANDSCAPE AREA 1,6,438 5F (70290) REQUIRED PROP05ED MIN. LANDSGAPE (60%) 14,0511 SF 1,6,438 5F MIN. 5OFT50APE AREA (SO% OF MIN. REQ. LAN05GAPE) 11,248 5F 12,77b 5F LAND5GAPE AREA (GORE DEVELOPMENT /HARD) O 5F 3,33,6 5F NEW b' -0" 51DENALK WITH CURB BY TOWN OF \/AIL ___ L1NF o� s /GHr 8203.43----A w :i Y, ------------------------------------------------------------ - - - - -- FOREST ROAD (50' R.0 x . W. ) x GRAPHIC SCALD 10 0 5 x 10 20 40 x ( IN FEET ) 1 inch = 10 ft. Y, 'j t \ Rri, r-' x x x \ \ 8 ;9 82 C� � 8 N 77 °40'00" W — 339.03' FOREST ROAD 5TE DEVELOPYENT FILAN --------------- SCALE: I" = 10'- 0" x DRIVEWAY GORE DEVELOPMENT- HARD5GAPE 51TE COVERAGE 5OFT5GAPE FOUND REBAR WITH AN ALUMINUM CAP, P.L.S. No. 4551 (ELEVATION = 8170.32') S 64 o0'p p„ E \ 94 49 CORNER OF LOT AN SOUTHEASTERFOUND REBAR W�T14109 ALUM INUM CAll PON No. 8173.67') Approved by the Design Review Board TOWN f IL By �rPen- Gamphell at 7.30 am, Apr 04, 2014 gp;� iiisi 1 -9 MIME 1111111PEEll 1111 1 almom V irk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL 0 0 0 U O 00 Lo c- <0 Inv0 W 0 Q 00 2i QJ 0 0 CO Q >- O — Q 2 O O 0 �Z 0) 53.2�� o aQ °QQ QQ 00; N � I I I 1 I I I 1 I , , , , Y, , S s2 0 � 23)2'Op,, 3' F LOW PLANTINGS 8152.ci 2 53 6 O�� rlY O 154 ti X 8155. •� x 'I LOT 3 5 TO s RE ovEED, \' \ \�'` -'��- \ y' . �S 8155. I`� . 155.7 0.5379 ACRES REPLACED BELOW �� ------------ - ----- 100 VAIL ROAD • 4r� - - - - - -- ---- - - - - -- ------------------------ EXI5TING BUILDING FOOTPRINT X\ ` 5544 -5R__ BOULDER RETAINING ' _ PORTI N OF BUILDING \ 8172 WALL (T.O.W. 8,180 _ - - - - - _ 81 B O DE .O.W.8,17b) 8 / I ----------------- 8157.4 BOULDER RETAINING 0-" WALL (T.O.W. 8,191p I x 8182 B.O.W. 8,182) I � I 8184 - 1 I 1 1 8186 O O N 818 + ; O O 81 r 9' 1 _ I ' 1 � la1 I " ' 1 4l 1 X U,79 - - - -- ----------- - - - - -- r------ - - - - -, 14 X Ia I � .1 8157.4�� .. I PARKING \ SPACE xL 'i X I-I �D m j1 DID - - -_ y - - -- - - -- - -- - PARKING I W I G X8157.4 �y SPACE DOGW D (4) X iq PARKING 8157.7 - \��.•, LANDSCAPE NOTES: I. CONTRACTOR TO VERIFY FIELD CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. CONTRACTOR SHAL LHAVE UTILITIES LOCATED AND STAKED AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 3. FURNISH AND INSTALL PLANT MATERIAL AS NOTED. ALL PLANT MATERIAL SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SHOULD A DISCREPANCY IN OUANTITIE5 OCCUR, PLANT OUANTITIE5 ON PLAN SHALL TAKE PRECEDENCE OVER THOSE IN THE PLANT SCHEDULE. 4. PROVIDE A STAKED LAYOUT OF ALL PLANTING AND EDGER LOCATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. PLANTING BEDS SHALL CON515T OF ORGANIC MULCH EDGED WITH STEEL EDGING. MULCH SHALL BE SHREDDED CEDAR AT 3" DEPTH, EXCEPT IN FLOWER AREAS WHERE MULCH SHALL BE 501L PEP AT 2" DEPTH. b. PLANTING BAGKFILL MIX SHALL GON515T OF 80% NATIVE TOPSOIL, AND 20% EKO- GOMP05T. 7. ALL TREES TO BE STAKED PER PLANTING DETAIL. 8. LANDSCAPE CONTRACTOR SHALL AMEND PLANTING BEDS AND LAWN AREAS WITH 4 CU. YARDS 501L AMENDMENT AND 5 LBS. FERTILIZER PER 1000 5F. cT. LANDSGAPING ABOVE STRUCTURE SHALL BE INSTALLED INGONJUNGTION WITH AN "INTENSIVE GARDEN ROOF ASSEMBLY" AS PROVIDED AND ENGINEERED BY AMERICAN HYDROTECH, INC. 10. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT THE APPROVAL OF FIN15H 6RADE5 PRIOR TO THE INSTALLATION OF IRRIGATION SYSTEM, AND ANY PLANT MATERIALS. 11. ALL BOULDERS SHALL RANGE IN 51ZE FROM 25-5' IN DIAMETER. BOULDERS TO MATCH STONE VENEER USED ON HOME. ALL BOULDERS TO BE APPROVED BY LANDSCAPE ARCHITECT. 12. ALL LAND5GAPIN6 SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. PERENNIAL AND GROUNDGOVER AREAS TO BE IRRIGATED BY MEANS OF POP -UP SPRAY HEADS. TREES AND SHRUBS TO BE DRIP IRRIGATED. 13. LANDSCAPE CONTRACTOR SHALL CONNECT EXISTING GUTTER DOWN5POUT5 TO SUB SURFACE DRAIN PIPE. SUB SURFACE DRAIN PIPE TO DAYLIGHT IN A STONE BASIN AWAY FROM BUILDING, AS DIRECTED BY LANDSCAPE ARCHITECT. AT OWNER'S DIRECTION, DOWNSPOUTS MAY DRAIN TO STONE 5WALE DIRECTED AWAY FROM BUILDING IN LIEU OF A 5UB5URFACE DRAINAGE SYSTEM. 14. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLAGING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS, DEATH, OR UNSATISFACTORY CONDITION OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANTS INSTALLATION. 15. PLANTING OF PERENNIAL FLOWER AREAS WHERE SHOWN ON PLAN SHALL BE DETERMINED BY OWNER FROM AN APPROVED LANDSCAPE PLANT LIST. I,6. WHERE TREES ARE LOCATED WITHIN SEED AREA, PROVIDE 4" SETTLED DEPTH WOOD MULCH IN ALL SAUCERS. 17. ALL DISTURBED AREAS ARE TO BE REVEGETATED WITH NATIVE GRA55 SEED MIX, SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 LBS. PER ACRE 15% RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 50% CANADA BLUEGRASS 10% IDAHO FESCUE 150 SLENDER WHEATGRAS5 18. TEMPORARY IRRIGATION TO BE INSTALLED TO RE- E5TABL15H NATIVE VEGETATION AND SEED MIXES ON OTHERWISE NON - IRRIGATED AREAS. PER SECTION 728.50, (14)(4)(V) TEMPORARY SPRINKLER IRRIGATION MAY BE USED TO RE- ESTABLISH VEGETATION ON OTHERWISE NON - IRRIGATED PORTIONS OF THE LANDSCAPED AREAS, HOWEVER, SUCH TEMPORARY 5Y5TEM5 MUST BE REMOVED UPON SUFFICIENT VEGETATION ESTABLISHMENT AS DETERMINED BY THE DIRECTOR WHIGH SHALL NOT EXCEED ONE (1) YEAR FOR GROUND COVER, TWO (2) YEARS FOR SHRUBS, OR THREE (3) YEARS FOR TREES. ER05ION CONTROL NOTES 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A 'GEOFAB' SILT FENCE 15 TO BE ERECTED AT THE LIMITS OF 015TURBANGE AT ALL POINTS OF CONSTRUCTION DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXGAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 AGHIEVED. 3. AT THE BASE OF TOP501L OR FILL 501L STOCKPILED ON SITE, A 'GEOFAB' 51LT FENCE OR 5TRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT -LADEN WATER (MUD) FROM THE 51TE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF APPROPRIATE OFFICIALS IF PROBLEMS OCCUR. BLUE AVENA GRASS (3) / (4) i.-<.,; ; O 1 JTY \ ASPEN / r4 / � -TWIG ry `< ' OG ) T ................. ENGL IVY (4Y / x xx \ 8203.43----A ------------------------------------------------------------------- FOREST ROAD (50' R.0 x . W. ) x GRAPHIC SCALD 10 0 5 x 10 20 40 X ( IN FEET ) 1 inch = 10 ft. X ASPEN 3 C�l° d�l9 0 9 R X °°.... C_ N 77 °40'00" W - 339.03' SYMBOL BOTANICAL NAME COMMON NAME 51ZE PP5 PIGEA PUNGEN5 COLORADO BLUE SPRUCE 8' TALL PTA POPULU5 TREMULOIDE5 QUAKING ASPEN 3" GAL PVS PRUNUS VIRGINIANA 'SHUBERT' CANADA RED CHERRY 3" GAL FPS PIGEA PUNGEN5 'GL0505A' DWARF GLOBE BLUE SPRUCE 10 GAL 05B CORNIU5 5ERICEA 'BAILEYI' BAILEY'S REPTWIG DOGWOOD 5 GAL RG R05A GLAUCA RED- LEAFED R05E 3 GAL CAA CORNIU5 ALBA AROENTEO- MAR61NATA VARIEGATED REDTWIG DOGWOOD 5 GAL Pa PARTHENOC155U5 OUINOUEFOLIA ENGLEMAN IVY 5 GAL RAG RISES ALPINUM 'GREENMOUND' GREEN MOUND ALPINE CURRANT 5 GAL P65 HELIGTOTRIGHON 5EMPERVIREN5 BLUE AVENA 6RA55 3 GAL LOW PLANTINGS SEASONAL FLOWERS RED'1'WI�_ DOGWOOD RED- LEAFED ROSE (3) VARIEGATED DOGWOOD (4) x ASPEN LANDSCAPE AREA - 3,788 50.FT NEW GUARDRAIL TO MATCH NEW GUARDRAIL ON HOUSE CANADA RED CHERRY (2) FOUND REBAR WITH AN ALUMINUM CAP, P.L.S. No. 4551 (ELEVATION = 8170.32') S 64 p0'p p„ E \ 94 49 CORNER OF LOT 35 STERLY REBAR W1TT AN SOUTHER FOUND ALUM INUM ELEVA TON No. 8173.67') --- --------- ---- -- Approved by the Design Review Board TLANDSGAFIE -- ------------ - - - - -- ---------- - - - - -- TOWN OF VAS l L -- By Warren Campbell at 7:30 am, Apr 04, 2014 - ,E------ -_____ SG�LE: II' = 101 - 011 --------------------------------------- x PRE V .5 ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O Q 0 U O 00 L J c_ Q0InvO W 0 Q 00 2i QJ 0 0 W 01� W CO Q >_ O J Q GRAPHIC SCALD 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. DRVENAY PLAN 50ALE: I" = 10'- 0" Approved by the Design Review Board TOWN OF VAIL' By Warren Campbell at 7:30 am, Apr 04, 2014 BRIM IMIEWUSHOINIS V W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 0 C) J U) Oct L-) Q wo 00 W Q Q 00 2E U 0 J of U) Q 0 o J_ Q 2 O n m 0 d) C7 c� D nE II 7� -o �U0R �Q00 L0 \ \ Approved by the Design Review Board TO j By Warren Campbell at 7:30 am, Apr 04, 2014 I I I I I F I RST FLOOR PLAN SCALE: 3 /fib" = I' -O" ID) R IM a u IM M u =ff=1rh% L V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 0 0 �U0R �Q00 L0 Q � �C 00 o wo,JQ �O OO 2i U QJ Uj� >o Q� � 0 Q m 0 no <�) nE I I I I I — — — ?O' BUILDING S�TBAGK LINE Approved by the Design Review Board TOWN OF VA! L I By Warren Campbell at 7:31 am, Apr 04, 2014 I I I I I n SECOND FLOOR PLAN V irk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 0 �Q00 U) 0 L0 T- Q� O wp Q OO�O 2i Q J � c >O Q� � 0 Q : > n m 0 YAJ nr- <�) nE Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:31 am, Apr 04, 2014 THIRD FLOOR PLAN SCALE: 3 /vo11 = I' -O" V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 0 �Q00 U) 0 L0 (.0 Q0 O wp Q OO�O 2i Q J � c >O Q� 0 Q 2 n Ill--211 a1 -1011 151-011 2d1 -all R \ \ \ \ Approved by the Design Review Board TOWN OF VA i 1 � ` By Warren Campbell at 7:31 am, Apr 04, 2014 n FOURTH FLOOR PLAN V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 0 U O 00 L0 T— Q O W p �, Q OO 2i U QJ O Uj� >O Q� 0 Q 2 F n m 0 no <�) nE R \ \ Approved by the Design Review Board TOWN OF MAIL . By Warren Campbell at 7:31 am, Apr 04, 2014 n D 0 1 CALE: 5/vo I F IFTH FLOOR PLAN 11 = I-oil S e4 V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 0 U) O 00 L0 (.0 Q0 O W p �, Q OO 2i U QJ O �� >O Q� 0 Q 2 n YAJ nE3 no <°i nE IlkoA� R I \ I \ I \ \ \ \ \ \ NG 5ETBACK LINE Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 7:31 am, Apr 04, 2014 n (OD SCALE: 5/vo 11 = 11-011 SIXTH FLOOR PLAN V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 \ U) O 00 L0 (.0 IlkoA� R I \ I \ I \ \ \ \ \ \ NG 5ETBACK LINE Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 7:31 am, Apr 04, 2014 n (OD SCALE: 5/vo 11 = 11-011 SIXTH FLOOR PLAN V Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL O 0 0 U) O 00 L0 (.0 Q��O W p �, Q OO 2i U QJ O Uj� >O Q� 0 Q 2 F 0- Ube) 8110 YA�, ulF MW HE Ulm Q. i• i i i• VA. iii Ulm M' i _ MR i'i 8200 8202 8204 81,6,6 81,64 81,62 81,60 81 e? no ` <�) i i i nE V NOTE: TOPOGRAPHY DENOTES APPROXIMATE NATIVE SITE GRADE PRIOR TO ORIGINAL CONSTRUCTION DERIVED FROM OVERLAY OF ORIGINAL CONSTRUCTION SITE PLAN 8204 8202 8200 51.q8 81 q6 81 ci4 &15b 81 �8 &VOO 812 `81,64 \ \ alga \ \ \ Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 crl -loll 151-011 241 -511 0 U Q00 O Lo T_ Q0�O oo V NOTE: TOPOGRAPHY DENOTES APPROXIMATE NATIVE SITE GRADE PRIOR TO ORIGINAL CONSTRUCTION DERIVED FROM OVERLAY OF ORIGINAL CONSTRUCTION SITE PLAN 8204 8202 8200 51.q8 81 q6 81 ci4 &15b 81 �8 &VOO 812 `81,64 \ \ alga \ \ \ Wk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 Approved by the 8170 Design Review Board TOWN OF fl - By Warren Campbell at 7:31 am, Apr 04, 2014 UF 1 - -- --- _817,6 - - - - -- 81-18 8180 886 884 882 � 00F FLAN. C.✓ I 5 G,4LE: �-O" 0 0 0 U Q00 O Lo T_ Q0�O oo W p �, Q 00 2i Q 0 J � c >O Q� 0 Q 2 n Approved by the 8170 Design Review Board TOWN OF fl - By Warren Campbell at 7:31 am, Apr 04, 2014 UF 1 - -- --- _817,6 - - - - -- 81-18 8180 886 884 882 � 00F FLAN. C.✓ I 5 G,4LE: �-O" A COPPER ROOP 5HIN6LE5 B b" 5TONE VENEER C COPPER WALL PANEL5 A-\ EXI5TINO MAX RIDGE D ALUMINUM CLAD WINDOWS AND DOORS n EAST ELEVATION 5 5 Approved by the Design Review Board T► By Warren Campbell at 7:31 am, Apr 04, 2014 V irk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 L.L 0 Q 0 U) O 00 Ln (.0 Q0 O W Q Q 00 2i Q 0 J � c >O Q� � 0 Q 2 F n A COPPER ROOF 5HINOLE5 5 ,6" 5TONE VENEER C COPPER HALL PANELS D ALUMINUM CLAD WINDOWS AND DOORS E WOOD EA50IA E WOOD DOOR5 G COPPER TRIM H SNAPPED STONE HEADER AND 51 LL J WOOD OUTLOOK5 K COPPER RAIL L COPPER PANEL AHNIN65 M 5KYLI OHT EXI5TING MAX RIDGE /1h n NORTH ELEVATION U x�: 31w", 1-0 Approved by the Design Review Board T O X VAI LA By Warren Campbell at 7:31 am, Apr 04, 2014 z V irk ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 L.L 0 Q 0 U) O 00 Lo (.0 Q0 O W Q � Q 00 2U QJ 0 Uj� >O Q� � 0 Q 2 F n Ai[-\ EXISTING MAX RIDGE n SOUTH ELEVATION B C D F G H COPPER ROOF 5HINOLF-5 b" 5TONE VENEER COPPER HALL PANEL5 ALUMINUM GLAD HINDOH5 AND DOORS HOOD FA501A WOOD DOOR5 COPPER TRIM 5NAPPED 5TONE HEADER AND 51LL RAIL PANEL AHNIN65 4T OIL NEW 51XTH FLOOR 8212.0' JL NEW LOWERED FIFTH FLOOR 8202.0' OIL EXISTING FOURTH FLOOR &A2.05' OIL EXISTING THIRD FLOOR 5151.0' rd at 7:31 am, Apr 04, 2014 V irk ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 LL 0 0 0 U) O 00 Lo (.0 Q��O w 0 �, Q 00 2i Q 0 J � c >O Q O J Q G O F n