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B07-0005 Plans pages 1-50
GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES, 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CQNSTR TION 1 Y j 1, F PRO ECT, THEY SHALL IMMEDIATE ARCHITEC RESPONSE TIME SHALL BE ON A CASE BY CASE BASIS AND SH�A2 LL NOT CONSTITUT A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. 21. CONTRACTOR TO COMPLY WITH SPECIAL INSPECTIONS- IBC - 1704.1.1 BUILDING PERMIT REQUIREMENT. 22. THE POOL AND SPA DRAWINGS SHALL BE INCLUDED AS A DEFERED PERMIT SET PROJECT TEAM: ARCHITECT K.H. WEBB ARCHITECTS P.C. 710 W. LIONSHEAD CIR. UNIT A VAIL, CO 81657 PH. 970.477.2990 FX, 970.477.2965 studio @khwebb.com CONTACTS: KYLE H. WEBB / HEATHER BARRIE LANDSCAPE ARCHITECT COLORADO LAND ART STUDIO, INC. PO BOX 2257 EAGLE, CO 81631 PH. 970.376.2977 INTERNATIONAL BUILDING CODE 2043 Main Occupancy Classification and Type of Construction - R -2- Type III- B Automatic sprinkler system Table 503- Phase I /Four stories plus basement, Phase II/ Four Stories plus basement Under 16,000 square feet of "area, building," per floor- see attached allowable floor area calculations See A44 I - For area calculations. Other Occupancy Classifications shall be classified under Table 302. 1.1 Incidental Use areas as follows: Room: Separation: Boiler Room Provide automatic fire- extinguishing system/ plus smoke separation. Parking Garage I hour and provide automatic fire- extinguishing system/ plus smoke separation. Waste and Linen collection Room Provide automatic fire- extinguishing system/ plus smoke separation. Storage 100 sq ft or over- provide automatic fire - extinguishing system/ plus smoke separation. Type III B- See table 601 for complete fire - resistance rating Main Ratings Per Code: Structural frame- 0 hr (Table 60 1) Exterior (Non Bearing) Walls- I hr (Table 602) Interior Non Bearing- 0 hr (Table 60 1) Exterior Bearing Walls- 2 hr (Table 60 1) Roof Construction- 0 hr (Table 60 1) Corridors serving R -2- 0.5 hr Walls Separating Dwelling Units- I hr Hor. Floor/ Ceiling Assemblies- 0 hr Shaft Assemblies- I & 2 hr (707.4) Exit Stair Enclosures- 2 hr Non- Combustible material- Concealed Soffit, Overhang, Decks, Lobby Entry, Trash Dumpster, and Over Framed Roofs. CONTACTS: A q T A6.1 CRISTIAN BASSO AO 1 P AS I &II FLOOR AREA INTERIOR ELEVATIONS- PHASE 11 3 16 " =1' -0" L -0. TOPOGRAPHI R Y 1 20 ' -0 " SOILS ENGINEER L - 1 EXISTING CONDITIONS 1 16 " =1' - 0 " LKP ENGINEERING INC. L -2 SITE PLAN 1 "= 20' -0" EDWARDS, CO L -3 LANDSCAPE PLAN 1 20 -0 ' S12 L -4 WINTER SPA ENLARGED PLANS 1 /4" =1 _ PH. 970.926.9088 L -5 SUMMER POOL & SPA ENLARGED PLANS 1 /4" =1' -0 FX. 970.926.9089 L -6 SECTIONS 1 /4 " =1' -0" PHASE II LEVEL 2 MECH. PLAN CONTACT: LUIZA PETROVSKA L-7 SNOWMELT PLAN PHASE 11 LEVEL 4 MECH. PLAN M1.12 L -8 PLANTING DETAILS NTS STRUCTURAL ENGINEER L - 9 DETAILS 1 /B" =1' -0" KRM CONSULTANTS INC. L -10 DETAILS/ ELEVATION FA1 PO BOX 4572 AE-10 E HTIN 1 10' -0" VAIL,CO 81658 C- GRADING- DRAINAGE PLAN NTS FA4 C -2 GRADING- DRAINAGE PLAN NORTH FA5 PH. 970 .949,9391 C -3 GRADING- DRAINAGE PLAN SOUTH PHASE 11 FIRE ALARM- 2ND FLOOR FX. 970.949.1577 -4 G DIN DRAINAGE PLAN DETAILS 1 /8 " =1' -0 CONTACT: MIKE STRUMPH D1.0 DEMO PLAN / P I LEVEL 316 GENERAL CONTRACTOR D1.1 DEMO PLAN/ PHASE I LEVEL 2 3 16 " =1' -0" EVANS- CHAFFEE CONSTRUCTION D1.2 DEMO PLAN/ PHASE I LEVEL 3 3 16 " =1' -0" PO BOX 8266 D1.3 DEMO PLAN/ PHASE I LEVEL 4 6 PHASE II FIRE SPRINKLER 2ND FLOOR D1.4 DEMO PLAN/ PHASE I LEVEL 5 _ 10 /6 " " =1 ' - 0 " AVON, CO 81620 D1.5 DEMO PLAN/ PHASE 11 GARAGE 3 16" =1' -0" PH . 970.845.0466 D1.6 DEMO PLAN/ PHASE 11 LEVEL 1 3 /16 " =1' -0" FX. 970.845.0465 D1.7 DEMO PLAN/ PHASE II LEVEL 2 3 1 6 " =1' -0" CONTACT: COLLEEN BUTLER D1.8 DEMO PLAN/ PHASE II LEVEL 3 3 16 " =1' -0" MECHANICAL ENGINEER D1.9 DEMO PLAN/ PHASE 11 LEVEL 4 3 /16 "= 1' - 0" BIGHORN CONSULTING ENGINEERS, INC. A2.1 PHASE I/ LEVEL ONE FLOOR PLAN 316 =1' - 0° 569 S. WESTGATE DR. STE I A2.2 PHASE I/ LEVEL TWO FLOOR PLAN 3/16 " =1' -0" GRAND JUNCTION, CO 81505 A2.3 PHASE U LEVEL THREE FLOOR PLAN 3 16 =1' -0" PH. 970.241.8709 A2.4 PHASE I/ LEVEL FOUR FLOOR PLAN 3 16 " =1' -0" FX. 970.241.9514 A2.5 PHASE i/ LEVEL FIVE FLOOR PLAN 3 1 6 " =1 -0" A2.6 PHASE II/ GARAGE FLOOR PLAN 316" 0 CONTACTS: ELAINE BUCK PE A2.7 PHASE II/ LEVEL ONE FLOOR PLAN ^1 "" /6 =1 " - 0 MECHANICAL CONTRACTOR A2.8 PHASE II/ LEVEL TWO FLOOR PLAN 3 16 " =1' -0" COMMERCIAL DESIGN ENGINEERING LTD A2.9 PHASE II/ LEVEL THREE FLOOR PLAN 3 16 " =1' -0" 1003 WINTERS AVE A2.10 PHASE II/ LEVEL FOUR FLOOR PLAN 3 16 " =1' -0" GRAND JUNCTION CO 8150 A2.11 PHASE I & II ROOF PLAN 3 16" =1 " - O" 1 /2" A2.12A ENLARGED PLAN =1' -0" PH.970.245.0595 A2.12B ENLARGED PLAN 1 /2" =1' -0 FX.970.245.1015 A2.12C ENLARGED PLAN 1 /2" =1' - 0 " CONTACT: STEVE KING A2.12D ENLARGED PLAN 1 /2 " =1' -0" A2.12E ENLARGED PLAN 1/2 11= 11 - 011 j ELECTRICAL CONTRACTOR A2.13 PHASE I/ LEVEL 1 REF. CLG. PLA 1 /2" =1' -0 EC ELECTRIC I A2.14 PHASE IJ LEVEL 2 REF. CLG, PLAN 3/16 " =1' -0" 80 METCALF RD UNIT C3 A2.15 PHASE I/ LEVEL 3 REF. CLG. PLAN 3/16 " =1' -0" AVON, CO 81620 A2.16 PHASE I/ LEVEL 4 REF, CLG. PLAN 3/16 " =1' -0" PH. 970.748.0934 A2.17 PHASE I/ LEVEL 5 REF. CLG. PLAN 3 16 " =1' -0" A2.18 PHASE II/ GARGE LEVEL REF. CLG. PLAN 3 16 " =1' -0" FX. 970.748.0935 A2.19 PHASE II/ LEVEL ONE REF. CLG. PLAN 316 " =1 - 0" CONTACT: DUSTIN RIDDLE A2.20 PHASE II/ LEVEL TWO REF. CLG. PLAN 3 16 " =1' -0" FIRE SPRINKLER CONSULTANTS A2.21 PHASE II/ LEVEL THREE REF. CLG. PLAN 3 16 " =1' -0" BFPE A2.22 PHASE 11/ LEVEL FOUR REF. CLG. PLAN 3 16 " =1' -0" A3.OA ELEVATION KEYNOTES NTS PO BOX 1068 A3.0 PHASE I ELEVATIONS 3 16 " =1' - 0" WESTMINISTER CO A3.1 PHASE I ELEVATIONS 316 " =1 - 0" PH. 303.933.1555 A3.2 PHASE I & 11 ELEVATIONS 3 /16 " =1' -0" CONTACT: PERRY MATTHEWS A33 PHASE 11 ELEVATIONS 3 1 6 " =1' -0" WATERPROOFING CONSULTANTS A3.4 RQQL a VATIONS /4 "= 1' - O" A4.0 SECTIONS 1/4 BUILDING CONSULTANTS & ENGINEERS, INC. A4.1 SECTIONS 1 /4" =1' -0" 1520 WEST CANAL COURT, STE. 240 A4.2 UL DETAILS NTS LITTLETON CO 80120 A4.3 WATERPROOFING DETAILS VARIES PH 303.350. 1000 A4.4 WATERPROOFING DETAILS VARIES AA 5 DgTAI ES CONTACT: LINDA MCGOWAN, PE A4.6 EC IONS AT PENTHOUSE VARIES A4.7 WINDOW DETAILS VARIES A4.8 DOOR DETAILS VARIES A6.0 INTERIOR ELEVATIONS- PHASE 1 3 16 " =1' -0" A6.1 INTERIOR ELEVATIONS- PHASE II 3 16" =1' -0 A6.2 INTERIOR ELEVATIONS- PHASE 11 3 16 " =1' -0" ATO DOOR & WINDOW SCHEDULE PHASE 11 LEVEL 2/ LEVEL 3 DECK PLAN A7.1 INTERIOR DOOR SCHEDULE S7 S1 STRUCTURAL- SPECS. S2 STRUCTURAL- PHASE I STAIR TOWER VARIES S3 PHASE I ROOF FRAMING/ DUMPSTER FOUND.J �E1.1 PHII PHASE II ROOF FRAMING /LOBBY FOUND, S4 PHASE 11 FOUND. /LEVEL 1 DECK PLAN S5 PHASE 11 LEVEL 2/ LEVEL 3 DECK PLAN S6 PHASE 11 ROOF FRAMING S7 PHASE I FOUND./ MAINT. ROOF FRAMING S8 PHASE II FOUND.J SKI LOCKER ROOF FRAMING S9 DETAILS S10 PENTHOUSE REMODEL SPECS/ DETAIEPLAN > S11 PENTHOUSE REMODEL ROOF FRAMIN ' S12 DETAILS 2 M1.0 MECHANICAL SITE PLAN M1.1 MECHANICAL LEGEND/ SCHEDULES M13 PHASE 11 GARAGE MECH. PLAN M1.8 PHASE 11 LEVEL 1 MECH. PLAN M1.9 PHASE II LEVEL 2 MECH. PLAN M1.10 PHASE 11 LEVEL 3 MECH. PLAN M1.11 PHASE 11 LEVEL 4 MECH. PLAN M1.12 MECH. BOILER SCHEMATIC & BOILER ROOM E1.0 PHI ELEC, ONE LINE DIAGRAMS PHASE I ° E1.1 PHI POWER PLAN & PANEL SCHEDULES r E1.0 PHII ELEC. ONE LINE DIAGRAMS PHASE II �E1.1 PHII SHORT CIR IT C LC , DIAGRAM & CALCS NTS S E LE A A E1.3 PHASE I LEVEL 1 ELEC. PLAN E1.4 PHASE I LEVEL 2 ELEC. PLAN E1.5 PHASE I LEVEL 3 ELEC. PLAN E1.6 PHASE I LEVEL 4 ELEC. PLAN E1.7 PHASE I COVERED PARKING ELEC. PLAN E1.8 PHASE II GARAGE ELEC. PLAN E1 9 PHASE II EVEL 1 ELEC. PLA E1.10 PHASE 11 LEVEL 2 ELEC. PLAN A2 E1.11 PHASE 11 LEVEL 3 ELEC. PLAN E1.12 PHASE 11 LEVEL 4 ELEC. PLAN E1.13 ELECTRICAL SITE PLAN E1.14 ELECTRICAL SITE PLAN E1.15 ELECTRICAL SITE PLAN FA1 PHASE I- FIRE ALARM MISC. NTS FA2 PHASE I- FIRE ALARM MISC. NTS FA3 PHASE I- FIRE ALARM MISC. NTS FA4 PHASE I FIRE ALARM -1ST FLOOR 1 /" =1' -0" FA5 PHASE I FIRE ALARM- 2ND FLOOR 1 /8"' =1 -0 FA6 PHASE I FIRE ALARM- 3RD FLOOR 1 /8 " =1' -0" FA7 PHASE I FIRE ALARM- 4TH FLOOR 1 /8 " =1' - 0 FA8 PHASE I FIRE ALARM- 5TH FLOOR 1 /$ " =1' -0 FA9 PHASE I FIRE ALARM- LOFT FLOOR 11 8 " = 1 " - O FP1 PHASE I FIRE SPRINKLER MISC, NTS FP2 PHASE I FIRE SPRINKLER MISC. NTS FP3 PHASE I FIRE SPRINKLER 1ST FLOOR 1 /8" =1' -0 FP4 PHASE I FIRE SPRINKLER 2ND FLOOR 1 /B " =1 ' - 0 " FP5 PHASE I FIRE SPRINKLER 3RD FLOOR 1 /8 " =1' -0 FP6 PHASE I FIRE SPRINKLER 4TH FLOOR 1 8 FP7 PHASE I FIRE SPRINKLER 5TH FLOOR 1 /B" =1' -0" FP8 PHASE I FIRE SPRINKLER LOFT FLOOR 1 /8 " =1' -0" FA1 PHASE 11 FIRE ALARM MISC NTS FA2 PHASE 11- FIRE ALARM MISC, NTS FA3 PHASE 11- FIRE ALARM MISC. NTS FA4 PHASE II FIRE ALARM - GARAGE " =1' -0 FA5 PHASE II FIRE ALARM- 1ST FLOOR 1 /8" =1' -0" FA6 PHASE 11 FIRE ALARM- 2ND FLOOR 1 /B " =1 -0" FA7 PHASE 11 FIRE ALARM- 3RD FLOOR 1 /8 " =1' -0 FA8 PHASE 11 FIRE ALARM- 4TH FLOOR 1 /8 " =1' - 0 FP1 PHASE 11 FIRE SPRINKLER MISC. NTS FP2 PHASE 11 FIRE SPRINKLER MISC, NTS FP3 PHASE II FIRE SPRINKLER GARAGE 1 /8" =1" -0" FP4 PHASE 11 FIRE SPRINKLER 1ST FLOOR 1 /8" =1' -0" FP5 PHASE II FIRE SPRINKLER 2ND FLOOR 1 /8" =1' - 0 " FP6 PHASE 11 FIRE SPRINKLER 3RD FLOOR 1 /8" =1 -0" FP7 PHASE II FIRE SPRINKLER 4TH FLOOR 1 /8 " =1' -0" j 0 00, 140 ;0 - E �cp .� r- :» .j C� �0" Ljj a. a � 00 C> +�° o CC3 4 . 4,1 z j 0 00, E :» .j C� Ljj ... a � 00 C> +�° o CC3 4 . 4,1 e� 0 161 PROJECT: �x 2329/2331�a R� DRAWN BY: HB D A T E : a 03.26.2007 LA- 1 4=1 u^ — *-o n. r14 CPS 01 % ati LAJ k-n moor_____ F�E BUILDING AREA- WITHIN EXTERIOR WALLS: 5158 S!Q./FT. LAL-PHASE I/ BASEMENT FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 5 147 SgAT. LAL I/ LEVEL TWO FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: S 147 SQ./FT. LAL-PHASE I/ LEVEL THREE FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 4541 SQ./FT. LAL-PHASE I/ LEVEL FOUR FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 10,193 SQ./FT. LAL-PHASE II/ BASEMENT- GARAGE LEVEL BUILDING AREA- WITHIN EXTERIOR WALLS: 9951 SQ./FT. LAL-PHASE II/ LEVEL ONE FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 8793 Std. /FT. LAL-PHASE II/ LEVEL TWO FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 8829 SQ./FT. LAL-PHASE II/ LEVEL THREE FLOOR PLAN BUILDING AREA- WITHIN EXTERIOR WALLS: 4085 SQ./FT. LAL-PHASE II/ LEVEL FOUR FLOOR PLAN BASEMENT FLOOR AREA: PHASE 1: 5 158 SQJ FT. PHASE 11: 10,193 SQJ FT. TOTAL: 15,351 SQJ FT. BASEMENT TOTAL FLOOR AREA: 15,351 SQJ FT. LEVEL ONE FLOOR AREA: PHASE 1: 5301 SQJ FT. PHASE 11: 9951 SQ./ FT. TOTAL: 15,252 SQJ FT. LEVEL ONE TOTAL FLOOR AREA: 15,252 SQJ FT. LEVEL TWO FLOOR AREA: PHASE 1: 5 147 SQJ FT. PHASE 11: 8793 SgJ FT. TOTAL: 13,940 SQJ FT. LEVEL TWO TOTAL FLOOR AREA: 13,940 SQJ FT. LEVEL THREE FLOOR AREA: PHASE 1: 5 147 SQJ FT. PHASE 11: 8829 S!2./ FT. TOTAL: 13,976 SQJ FT. LEVEL THREE TOTAL FLOOR AREA: 13,976 SQJ FT. LEVEL FOUR FLOOR AREA: PHASE 1: 4541 SQJ FT. PHASE 11: 4085 Sg./ FT. TOTAL: 8626 SQJ FT. LEVEL FOUR TOTAL FLOOR AREA: 8,626 SQ./FT, ALLOWABLE AREA PER FLOOR FOR A MULT ACTUAL AREA PER FLOOR: BASEMENT TOTAL FLOOR AREA: LEVEL ONE TOTAL FLOOR AREA: LEVEL TWO TOTAL FLOOR AREA: LEVEL THREE TOTAL FLOOR AREA: LEVEL FOUR TOTAL FLOOR AREA: I STORY BUILDING: 96,000 SQJFT. 15,351 SQJ FT. 15,252 SQJ FT. 13,940 SQJ FT. 13,976 SQJ FT. 8,626 SQJ FT. BUILDING TOTAL: 67,145 S!2./FT. 0 • • t.j as :_!wl P R 0 j E C T : 2329/ 2330 D R A W N BY NB D A T E : 03.26.2007 R E V I S I O N S : TOV BLDG. PERMIT SET 12.19.2006 REVD TOV BLDG. PERMIT SET 02.28.2007 REV, 2 TOV BLDG. PERMIT SET 03.20007 BUILDING AREA- WITHIN EXTERIOR WALLS: 5301 SQJFT. LAL-PHASE I/ LEVEL ONE FLOOR PLAN -NNW • dm 4w • ar P R 0 j E C T : 2329/ 2330 D R A W N BY NB D A T E : 03.26.2007 R E V I S I O N S : TOV BLDG. PERMIT SET 12.19.2006 REVD TOV BLDG. PERMIT SET 02.28.2007 REV, 2 TOV BLDG. PERMIT SET 03.20007 BUILDING AREA- WITHIN EXTERIOR WALLS: 5301 SQJFT. LAL-PHASE I/ LEVEL ONE FLOOR PLAN kNV.=8134.0' W WATER 8141 (Cp 8141:2 — — 81 4l —4 — 81 4 14 81 41.3 814 W - 8�4 - 11 '81'Zl — 1 8140.9 INV.=8139.8' —8140.§-- — x NV.=8137,2' --- --x8143.9 INV.=8138.8' 8140.9 8141.1 — — 81410 —x 814t — —8141.X7— xil 42.1 8141.2 INV.=8138.6 RADIUS 173.00' 11_4 EAST LIONSHEAD CIRCLE (R.O.W. " DELTA 28*06'05" _ P_ 41.7 18 CMP �ZA77'r,� 4-7 8141 A ARC = 84185' lz- Q k- UTILITY EASEMENT N87'23'00"E FOUND PIN AND C "P -A 8141.8 a. Aw- X 8140.2 8.9, x 8138.5 CONCRETE (TYPICAL) LOT 6 BLOCK N81 *23*24"' 207,15' 8115.4 x 8 ' 1 1 5.3 LOT 7, BLOCK VAIL/LIONSHEAD FIRST FILING (1.369 ACRES) X 8117.5 NOTES: 1) DATE OF TOPOGRAPHY: 11/15/2003, UTILITY LOCATIONS ADDED MAY 2004 2) PROPERTY DESCRIPTION: LOT 7, BLOCK 1, TRACTS I AND J, VAIL/LIONSHEAD, FIRST FILING AND LOT 6, A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLATS FOR THE SUBJECT PROPERTY AND TITLE SEARCHES PERFORMED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50002952, ORDER No. VC50002953, AND ORDER No. VC50002954, ALL DATED SEPTEMBER 17, 2003. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 6) REFER TO THE CONDOMINIUM MAPS FOR THE SUBJECT PARCELS FOR FURTHER DESIGNATION OF THE UNITS, LIMITED AND GENERAL COMMON ELEMENTS THEREON. 7) BURIED UTILITY LOCATIONS SHOWN HEREON WERE PROVIDED BY OTHERS. GORE RANGE SURVEYING LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY THEREOF. 40 46 1 144 66- X 8120.7 8121.2 x GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. SURVEYOR'S CERTIFICATE 1, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC C4— 4--> 0 0) 0 1 u 0 n z ELEC. METER/TRANS. Q MANHOLE (DRAINAGE) FIRE HYDRANT MANHOLE (SEWER) FLAG POLE an PEDESTAL (PHONE) INLET SIGN (SINGLE POLE) LIGHT POLE TREE (EVERGREEN) Cn MANHOLE (COMMON.) @" §� TREE (DECIDUOUS) MANHOLE (ELECTRI C) EM METER (ELECTRIC) BUILDING/FOUNDATION - - - - - - - - - - CANTILEVER ----- - - - - -- DECK DIRT ROAD /PATH /WALKWAY DRIVEWAY/EDGE OF ASPHALT ENVELOPE/SETBACK FENCE RAILING Q PROPERTY LINE PROPERTY LINE (ADJOINING) K STONE RETAINING WALL FLOWLINE OF DITCH X 8117.5 NOTES: 1) DATE OF TOPOGRAPHY: 11/15/2003, UTILITY LOCATIONS ADDED MAY 2004 2) PROPERTY DESCRIPTION: LOT 7, BLOCK 1, TRACTS I AND J, VAIL/LIONSHEAD, FIRST FILING AND LOT 6, A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLATS FOR THE SUBJECT PROPERTY AND TITLE SEARCHES PERFORMED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50002952, ORDER No. VC50002953, AND ORDER No. VC50002954, ALL DATED SEPTEMBER 17, 2003. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 6) REFER TO THE CONDOMINIUM MAPS FOR THE SUBJECT PARCELS FOR FURTHER DESIGNATION OF THE UNITS, LIMITED AND GENERAL COMMON ELEMENTS THEREON. 7) BURIED UTILITY LOCATIONS SHOWN HEREON WERE PROVIDED BY OTHERS. GORE RANGE SURVEYING LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY THEREOF. 40 46 1 144 66- X 8120.7 8121.2 x GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. SURVEYOR'S CERTIFICATE 1, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC C4— 4--> 0 0) 0 1 u 0 n z Q) Lx) (zi L11 Q REV D T.O,V, PERMIT SE pm 10 • # DATE DESCRIPTION REV: JUNE • 2006 FINAL DRB SUBMITTAL SEPTEMBER 11, 2006 NOVEMBER 10, 2006 DECEMBER 8, 2006 FEBRUARY 9, 2007 FEBRUARY 28, 2007 REV: ISSUE MARCH 26, 2007 DATE: DRAWN: REVIEWED: P.O. BOX 2837 EDWARDS, CO 81632 TEL: 970.926.9088 FAX: 970.926.9089 GENERAL CONTRACTOR EVANS-CHAFFEE CONSTRUCTION PO BOX 8266 AVON, CO 81620 TEL: 970.845.0466 FAX: 970.845.0465 CONTACT: COLLEEN BUTLER MECHANICAL CONTRACTOR COMMERCIAL DESIGN ENGINEERING, LTD 1003 WINTERS AVE. GRAND JUNCTION, CO 81501 TEL: 970.245.0595 FAX: 970.245.1015 CONTACT: STEVE KING SYMBOLS: 3 �L-9) DETAIL AREA REFERENCE SECTION CUT REFERENCE A2 3-26-2007 REVISION SYMBOL I C4 11 1 814 PROPOSED CONTOUR (8145) EXISTING CONTOUR x I I EXISTING SPOT ELEVATION m LEGAL DESCRIPTION: PHASE 1 AND 2 380 E. Lionshead Circle Town of Vail Eagle County Colorado PROJECT NUM: Q COLORADO LAND ART STUDIO INC., 2007 W al E 0 0 U E U 0 Co N 0 E � . 6 u U 0 ,6 c6 6 41J U N. r - 5 B, ip � < C; W ro N 'a 4W r, Ln W CL U 0 O _0 0 0 U V) ' m .0 0 0 7E) a C a U pm 10 • # DATE DESCRIPTION REV: JUNE • 2006 FINAL DRB SUBMITTAL SEPTEMBER 11, 2006 NOVEMBER 10, 2006 DECEMBER 8, 2006 FEBRUARY 9, 2007 FEBRUARY 28, 2007 REV: ISSUE MARCH 26, 2007 DATE: DRAWN: REVIEWED: P.O. BOX 2837 EDWARDS, CO 81632 TEL: 970.926.9088 FAX: 970.926.9089 GENERAL CONTRACTOR EVANS-CHAFFEE CONSTRUCTION PO BOX 8266 AVON, CO 81620 TEL: 970.845.0466 FAX: 970.845.0465 CONTACT: COLLEEN BUTLER MECHANICAL CONTRACTOR COMMERCIAL DESIGN ENGINEERING, LTD 1003 WINTERS AVE. GRAND JUNCTION, CO 81501 TEL: 970.245.0595 FAX: 970.245.1015 CONTACT: STEVE KING SYMBOLS: 3 �L-9) DETAIL AREA REFERENCE SECTION CUT REFERENCE A2 3-26-2007 REVISION SYMBOL I C4 11 1 814 PROPOSED CONTOUR (8145) EXISTING CONTOUR x I I EXISTING SPOT ELEVATION m LEGAL DESCRIPTION: PHASE 1 AND 2 380 E. Lionshead Circle Town of Vail Eagle County Colorado PROJECT NUM: Q COLORADO LAND ART STUDIO INC., 2007 0 EAST LIONSHEAD CIRCLE (R.O.W.) 4:. 8 81417 A VEHICULAR ENTRANCE 5• 4r 4 l 7 i x . ..... 81 zlu 6 1 � 4,) ✓ 8� 4 S' 4 8 0 c 0 8, 4G 4 "HI 5 4 8740 (D "I "I , e , 1 � r. -, % P� 4 N V. 8' 6' _Z1 8140 8' 2 8 i 31 81 -7, Y, 8 3 8,' o., '15,5 874 I , 51,5 7 4 8: 36 9 z,> 3 C-D EXIST. ASPHALT PARKING LOT 8 34 1 NO EXISTING SNOWMELT X736 8 8' 5.9 ;'ti c v rd - ARA - " 8' 34� 7 o l -c 7' 4 �pl 33 5 t r i NV. 8134, 8 3 8 3 0 7 81 31 8 1 3 8 R_ s TREETOPS �, 7, A� 4' (3) EXIST. SPRUCE TO BE REMOVED 81_-�9 7 8! 8. 2, Sl -, 7� 4 _ 777 13 F� 4(� 5134 2 8 7 F�33 -8i34AND REPLACED ON-SITE (SEE SHEET 3) TRACT 5, F A R A C, ------- 0,5 3z 1 8 28 r T -1 �, S �_ 1 ! i 8 , 8 7, 2 3,3' 8 3 6 I r D G 813 c (0.127 ACRES)' ' t.2 ' 2 41 /1 512 8/� , 4. 4' 8 Fl 3 Y 8'34. 7 0 81' 34,8 2 . ' I 1? !2 8'21 T I LOBBY ENTRANCE 3 5. 2 8 1 4 4 2 2 8 3 813 6 30 al 3 ELECTRIC v_ 7 LOT 7 �R �_l `0 F _ TRANSFORMER - 1 6,9 PHASEI PROPERTY LINE (TYP.) P 0 (2ND 'L a -2 7 VAIL/LION 27 'D " I -.- - ; `0 2 9. N8 o 1 8126 SECOND 1 36' 4 1 2' 8 , 5 - F PHASEII 8 26 822 3 �F�F` 1�4 8, -1 F (0,982 AC 1 4 N 0 3`j( '10 "D "FE - 8;26 2 iri 7 8 �0 6.3' `b 3 �13 6 8 5 ( M 1 6. '8 3 B L C "y f (0.119 ACRES) 8 25�8 3 L _25,7 J. 3' J 0, 0 3' slm,c 22� 8 S 8 R OV D 8 8�22 l' -E 8124 4 CID (4) EXIST. SPRUCE TO BE 22,1 n 81 5, 8 AND REPLACED ON-SITE (SE HEE 8 31 4 4 8125.4 PH' 8121,6 � vv00D . 2 3,7 24,61" 8121 6 ' T 8'24� �\4 s A R s 7' 8 2 3 cl y 81 26, 4A 1 7 A 5 6: 2 1 C`H E i H A za c' 81 v.3 8 . 8 A'� 8 1 2 3, 91 3 2 0, S - 8'2 1,6� _-81 20 8 877_ 7 3 8, + 9 4 N 8�i23 7 12.9' 3, c 8 23, 4 5,6 7 8 2 7 �j 86'�5_ 5 n / 1_1 c 8 ,j 8'20 4 2 3 2 '81 81 � (2) EXIST. ASPEN TO BE REMOVE AND REPLACED ON-SITE (SEE SH ET L- 7 8 4 u-) pll 2,5 6 (2) EXIST. CRABAPPLE THE' R 0 C K AND REP ED ON-SI E (SEE SHE P)ND/CREEK S 8 6'5 EXIST. 4 4 6. 5 " f X1 i'l ypl L J � 2'0 7 POOL 8120,9 t 2 4 6 . 7 8 2 3.7 8, 24,8 8 1 "A 6 0 7 8120,3 8123.6 81,24, ial 23 6 8 2� 1216 8122.7 WOOD BOX SHE N, 8120 81 0 XIST 01 POOL 812/ 2 2, 2 25 , SPRUCE -TjOB tMO 8 9 -312 U.�d SI 0' 7 AND REPLACE 0114.�91TE . . . . . . SH ED POOL MAINT. c� 91 TO BE REMOVED %% `t' - �% `v \ ', i ;'S 4' 7 24 s \4 -8i i3 D, i 15 3 150 11 8 2 7 �l > 81 17.w 4 7 56 1 5 , 4 2 ------ 2 5, 0 C' 8 �5 �2 LOT 7 BLOCK 17 2 7 8116 I 0� 81 i 5, VAIL/LIONSHEAD 71- 9116, 6 8,115,7 / ' A 8 5 TREE LEGEND FIRST FILING 81, 1 6, 6 TRACT B BIKE PATH (1.369 ACRES) (TYPICAL) EXISTING COTTON WOOD TREE EXISTING ASPEN TREE EXISTING SPRUCE TREE TREES TO BE REMOVED AND REPLACED 2 0 (SEE SHEET L-3 FOR REPLACEMENT LOCATIONS) J-� 1 0 71 MEN" 0 10 20 40 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 U 814 8 1 Z77- 7-4 8 7� _8 s_ 5 151_:Jl ill 41 1 5 7 4 11 9 'v 8 9 .8, V L 0 m IM V. 4 N V, r j .-I U 0 i 0 EAST LIONSHEAD CIRCLE (R.O.W.) 4:. 8 81417 A VEHICULAR ENTRANCE 5• 4r 4 l 7 i x . ..... 81 zlu 6 1 � 4,) ✓ 8� 4 S' 4 8 0 c 0 8, 4G 4 "HI 5 4 8740 (D "I "I , e , 1 � r. -, % P� 4 N V. 8' 6' _Z1 8140 8' 2 8 i 31 81 -7, Y, 8 3 8,' o., '15,5 874 I , 51,5 7 4 8: 36 9 z,> 3 C-D EXIST. ASPHALT PARKING LOT 8 34 1 NO EXISTING SNOWMELT X736 8 8' 5.9 ;'ti c v rd - ARA - " 8' 34� 7 o l -c 7' 4 �pl 33 5 t r i NV. 8134, 8 3 8 3 0 7 81 31 8 1 3 8 R_ s TREETOPS �, 7, A� 4' (3) EXIST. SPRUCE TO BE REMOVED 81_-�9 7 8! 8. 2, Sl -, 7� 4 _ 777 13 F� 4(� 5134 2 8 7 F�33 -8i34AND REPLACED ON-SITE (SEE SHEET 3) TRACT 5, F A R A C, ------- 0,5 3z 1 8 28 r T -1 �, S �_ 1 ! i 8 , 8 7, 2 3,3' 8 3 6 I r D G 813 c (0.127 ACRES)' ' t.2 ' 2 41 /1 512 8/� , 4. 4' 8 Fl 3 Y 8'34. 7 0 81' 34,8 2 . ' I 1? !2 8'21 T I LOBBY ENTRANCE 3 5. 2 8 1 4 4 2 2 8 3 813 6 30 al 3 ELECTRIC v_ 7 LOT 7 �R �_l `0 F _ TRANSFORMER - 1 6,9 PHASEI PROPERTY LINE (TYP.) P 0 (2ND 'L a -2 7 VAIL/LION 27 'D " I -.- - ; `0 2 9. N8 o 1 8126 SECOND 1 36' 4 1 2' 8 , 5 - F PHASEII 8 26 822 3 �F�F` 1�4 8, -1 F (0,982 AC 1 4 N 0 3`j( '10 "D "FE - 8;26 2 iri 7 8 �0 6.3' `b 3 �13 6 8 5 ( M 1 6. '8 3 B L C "y f (0.119 ACRES) 8 25�8 3 L _25,7 J. 3' J 0, 0 3' slm,c 22� 8 S 8 R OV D 8 8�22 l' -E 8124 4 CID (4) EXIST. SPRUCE TO BE 22,1 n 81 5, 8 AND REPLACED ON-SITE (SE HEE 8 31 4 4 8125.4 PH' 8121,6 � vv00D . 2 3,7 24,61" 8121 6 ' T 8'24� �\4 s A R s 7' 8 2 3 cl y 81 26, 4A 1 7 A 5 6: 2 1 C`H E i H A za c' 81 v.3 8 . 8 A'� 8 1 2 3, 91 3 2 0, S - 8'2 1,6� _-81 20 8 877_ 7 3 8, + 9 4 N 8�i23 7 12.9' 3, c 8 23, 4 5,6 7 8 2 7 �j 86'�5_ 5 n / 1_1 c 8 ,j 8'20 4 2 3 2 '81 81 � (2) EXIST. ASPEN TO BE REMOVE AND REPLACED ON-SITE (SEE SH ET L- 7 8 4 u-) pll 2,5 6 (2) EXIST. CRABAPPLE THE' R 0 C K AND REP ED ON-SI E (SEE SHE P)ND/CREEK S 8 6'5 EXIST. 4 4 6. 5 " f X1 i'l ypl L J � 2'0 7 POOL 8120,9 t 2 4 6 . 7 8 2 3.7 8, 24,8 8 1 "A 6 0 7 8120,3 8123.6 81,24, ial 23 6 8 2� 1216 8122.7 WOOD BOX SHE N, 8120 81 0 XIST 01 POOL 812/ 2 2, 2 25 , SPRUCE -TjOB tMO 8 9 -312 U.�d SI 0' 7 AND REPLACE 0114.�91TE . . . . . . SH ED POOL MAINT. c� 91 TO BE REMOVED %% `t' - �% `v \ ', i ;'S 4' 7 24 s \4 -8i i3 D, i 15 3 150 11 8 2 7 �l > 81 17.w 4 7 56 1 5 , 4 2 ------ 2 5, 0 C' 8 �5 �2 LOT 7 BLOCK 17 2 7 8116 I 0� 81 i 5, VAIL/LIONSHEAD 71- 9116, 6 8,115,7 / ' A 8 5 TREE LEGEND FIRST FILING 81, 1 6, 6 TRACT B BIKE PATH (1.369 ACRES) (TYPICAL) EXISTING COTTON WOOD TREE EXISTING ASPEN TREE EXISTING SPRUCE TREE TREES TO BE REMOVED AND REPLACED 2 0 (SEE SHEET L-3 FOR REPLACEMENT LOCATIONS) J-� 1 0 71 MEN" 0 10 20 40 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 it A # DATE DESCRIPTION REV: JUNE 6, 2006 - FINAL DRB SUBMITTAL 0 NOVEMBER 10, 2006 DECEMBER 8, 2006 DECEMBER 18, 2006 FEBRUARY 9, 2007 - F - E KUAKY eu eUU REV: ISSUE DATE: MARCH 26, 2007 1� �&* "D LEGAL DESCRIPTION PHASE 1 AND 2 380 E, Llonshead Circle Town of Vail Eagle County Colorado PROJECT NUM: EXISTING CONDITIONS SHEET NUMBER: 1 OF 10 C) COLORADO LAND ART STUDIO INC., 2007 U LU E 0 0 m IM W E 0 U 00 . r 0 E .2 N lt�r 0) 0) 0 @ r j .-I U 0 i ,w z k6 c6 0 0 W < c N r-� - 0 m N Ul W C V f-4 CL Nx < 0 LA -0 0 0 - 6 c a CL U z < J _j it A # DATE DESCRIPTION REV: JUNE 6, 2006 - FINAL DRB SUBMITTAL 0 NOVEMBER 10, 2006 DECEMBER 8, 2006 DECEMBER 18, 2006 FEBRUARY 9, 2007 - F - E KUAKY eu eUU REV: ISSUE DATE: MARCH 26, 2007 1� �&* "D LEGAL DESCRIPTION PHASE 1 AND 2 380 E, Llonshead Circle Town of Vail Eagle County Colorado PROJECT NUM: EXISTING CONDITIONS SHEET NUMBER: 1 OF 10 C) COLORADO LAND ART STUDIO INC., 2007 1 0A m 0 I , 11 Cl� I (D. (D I '' ";-\ , 1 1 11" I l__� I CID I (III) I '112,1 , ,-) 1 1�al` ('17) - � , __ - U 1 �5i", ----------- � � . ,z , 4' 4 � I 1 , � , I — � � li, , I 21ml � C W m� � 7 �� I - - I. � � �, " D�,�EC - 11IDN O�' FLOW IN , , � �_, ' 1 i I - �, ,� , " " , I ftiii;�l �` , " - I ' -, ' ELEVATION OF - � , h �f _'�' ' `_ "' ' "a �-I 0� E I j � _'" `_� I " ' I '11111 _�_ ' I APPROACHING PRESLOPED ( DRA;Nl F - X� �N',` 8130 3�' ,� I I 11 I '�� I I I � SYS i4- _\ " 4% V =) I_ 1 0 m U ' I ' D ' 1 _ : (0 I � I i \ 1 _OCA NC PROVDF�, SUIRVE'f, OiNLY D. )N)' 1-11 � - \ �' I . E F� By , � EVAT� HEAT BUFFER BAND ADJACENT VEHICLE = %\ VUS� BE F � 1 11:_D I/ER SO 11HAT � , l;' , tE CAN ADJUSI A;L i - EOA 1�1 I ��������� P " PROPOSED ASPHALT TO 4EET- � I ,, , "_ " "_4 U Uj 00 0 1 � 1`i 1_j t= V � I-.i� NI-W DRIVFIvIl'AY AND \ DRIVER Ii , � , GRADE+3.5' WALK 'i"i"-L 3E HEA�EDi \ \ ASSOC;ATED E_LFVA71ONS A11OR'_xNG1_1__� i TO ASPHALT 2'-O WIDE 6" THICK � ,' I I SIGHT AT i I EXIST. EDGE OF ASPHALT T � ' Lo N 'It 0 @ I = j L" 8 6 x ASSUMED 81411 x " 1 1 x 81 4 � Ez, I , � 11 DiSPOSE Of T HE _T X I S !Nt' I \ I `_ l � I � CONCRETE BAND W1 CONTROL JOINT -NO HEAT SDz:r 1 1 � EL= 43.5' � ____ � I, '�NTERCEI DRkl,4--\ � � � \ � � 1 4W 8140,5 \ 8 - \ I 8 40. 4 ENTRY I ,!//,//z->' i I f �_,�_�_; *`111111�'\6_ v) k6 o6 6'a t I M' , P� -cm -_ Ek`�TiNG CON�CUR � I I., I . CONCRETE BANDING 12" x 12" ,�;, �� , ,� �_"', 4 1 � I P 'I 1 V `2 E T I A _' 1 0i N I .11 I , '� - ��11 I I \ � i i /_ __ k- � I _____� - - I I , � t EAST LIONSHEAD CIRCLE (R.O.W.) � !: U SITF OFFSET 10'-12'FOR PAVER EDGE ENTRY 4-4-2007 _. 5�_ 1, I / 0B 1 1' -\C , , \ 11 - '�� " . I i _�)!_ �V __'_ N'_ � �,_ \ (A 0� < , I ------- I - - , � 1" i' � � !! �., i,�, - �,, � .� � " _,� I I 1� , I � I � / D�" T A N "' I- \ I - � ;; _ , I � I ' X_� - 1. r, m m m * 0 � I ! l � I -----Now. -� I , --- I , 4- �_A-Aa-1 1 ' * ; � -4'--]: 4-41.0 ! 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I ,,,w�,I_ :7 _ I , I I I - I '\ 1 � -�,��, , , '_,� - RISERS TW 34.'4'7 0- PHASE i BUILD'N TO BE CCNN ! �_� / .41�_ 1 � i �4 � � + " . �� , I 11 LL �_F'�; I', I - � I I "_ , _, �, , , � 1� : I I I (3) @ 5" ! I ,� / ,;l� , - i \ 11 / I I . � ". �,� _�: �, � 1, � I � I ,j 1 1RENCH DRAjN / ACO 660 CA BAS "/ �, ! . off (813 BW 31.0 BELOW GRADE To ' �'�: T I I �� RFN -� DRAIN-/ �', � l,,zi�'- _' Z` , -,-,:_�, ,,,� - / " . i "I Cr t . 1. �, ._�L� ; 1 OAD CLASS E f Ob" T II E IRON / / -] I \ -� �� � L'NE � I UN ,7S 'lt 11 I I I I 3 i � t'1 I �11* - I I I I A\ -26-2007 / DEMO �, ", �. I - - - I i i � - I 11 i I _�� - 1 �,�: - FIRE DEPT. CONNECTION , __��,�� I I 1 � , /'� - -, �� i ' t �z -,, . 12 .� I ". "� ,,, � ,,� . l I �� � t�,�'__11 . I : - I , I I t - _ ACO ,FiBERC : __ �, , �. _ I 'LASS FG2X' 8--iNCH 'NTERNA� `,'Ili D T �- - GRATE I --- �_ - '\ (3) RISERS @ 5' \ . � 47 9 . - ,�, _ -:, I I � 1 l EXISTING FENCE i , ", ; i SvSTEM WI BLACK COATED S I E E FOUN ---_\� A TREETOPS AND LODGE AT LIONSHEAD ENTRY SCALE I" = 16'-O" ANNEL ,I- DL & SUPPLY ---/ . ", I , I I - I 11, , 3 0. FOR PHASE 11 I __��:�',, j � � .1 � T _ �ATE - I I I ,-_- 11, I � 1.1-1 I : � ' � � � (2) TREADS @ 1 %0" O F020D DUC,ILL' fRON ADA ` C '0 2 4 -:NCH DIAME i -, ;E PLAN DRAiNS TO :: FIFRME-7� I 11. 1-11, I ,� �� . . - ; � , ,,, -__-,-, - - -3 - PHASE � -- - - � � LOBBY GENERAL NOTES: __ ��,6. I I I PL . � " , P-i _E I ID R A'N _AN � RAiNS VUcl HA\/� A � � -� � , ,� a I ,�' , CONCRETE STEPS � LAT GRA� � ]� i I , , f�- �. �, - I � i ! (8130 � ,,"-� � � C It - 1 - `6�N( 1 ' DRAINAGE: . I I I " I 11 � I i I L E_ R O� 7- R V - N 7 ' CL �_., _� F T�iL LANDSCAPING - "11 -- � I , W1 HANDRAIL FIRE DEPT. CONNECTION FOR PHASE I ENTRANCE COURTYARD F , It 7 - ,� I I I , 1, N R t VE" E R D RA 1 N 1� I ; 1. SEE SHEETS C-1, C-2, C-3 AND C-4 FOR COMPLETE DRAINAGE DETAILS AND , .11 , � t L � -, � I I 1!J I �, 11 '� I I I' I I � �,,,��' � I � � I - I 1 (SEE SHEET L-3) ", � � I ..", I CONCRETE BAND ON BOTH A L 1 HE Pl,'O DPAINl; FROV 7 Ht MAfN- 1 . ,V� , qO3 - CONCRETE STEPS - I Wl'BORGERT'PAVERS PHASE 11 I I 1 1 w. i " .? "I " � �,,�,�_ .1 SPECIFICATIONS 2. SEE SHEETS C- 1, C-2, C-3 AND C-4 FOR LOCATION OF ALL EXISTING AND I 7 + i, I ,I � I . , 3U.b E,N'R'� FO BE CONNECTED , ':W,DE � � � I � I i , � 4 "I I I , I I 1� SIDES OF PATH W1 HANDRAIL TO _�HE ()*- AND SANO :N SEE NOTE# 7) EXISTING FOUNDATION DRAIN — 11 I � � , i � ���, 1� I �, �� i, � "? i 8 ; 2,_1 �� 1, ( _ I , TRACT I '_ - PROPOSED FOUNDATION DRAINS, ROOF DRAINS AND ROOF GUTTERS 1, � � I � � _� - � ; � I� I ,;, j 11 /-- � � . "I, PAVER PATH -_ . ACCENT PAVERS - � I � : , �, - 2 ,Z� 7 � r� -, � - f . I - I I (8128) '_ ' ETAILS : I FINISHED CONCRETE EXIT I SEE SHEET C-1 FOR COMPLETE D I -� ,'-,, ,,',,� SITE FEATURES: 1. EXISTING WOOD FENCE ALONG BIKE PATH TO BE RELOCATED OFF OF T.O.V. PROPERTY. FENCE TO FOLLOW SOUTHERN MOST PROPERTY LINE. , . . - I , I ; ; , , ,�4f � ;i,� , ., I I ON PATIOS , . I i � I � i 8 � , 6_� , �! !! i ': t� � '' - I - �,_ , Y)LI � � . � " 1� I f STEPS WITH HANDRAIL (TYP � � : ,, " - . ,-..r77, iiii EXIT 1. I �_ , - - � � , � - : I -_ I ,, - t 1- i.111 _ ".., 1 .1 :, � z IT � I I - I I.. I 1 - _ *) � I , -,', ��,�,�, -+�2Z' ! 1 - COURTYARD W1 PAVERS 1 1 (0. 1 1 9 ACRES) �," , '�' , , !0� 11 ,�.; __ � '' , - -_ I f I EMT ': �': i �,,_ '[',I � +�z � �',� - � � _,:; L � �� , - ,-" , 3-2&2007 1 n j .;�� ;,-,2, i + - , � " - � , � � I 1, - - ,,, ,-� , - ' %, , t ,' - - 4 _; � - , - � _ ,; , I ��,, I �, � I _ I/ , I � ' . ,� ,I � " '�� " I , A\ " "I-2 �L�: i � f'�',,.4_�_",:- `2�Xf , - � ,. , , , , ' .�;zt (SEE SHEET L-4 PLAN/L.6 SECTION) I , , ` z, i�:.��L , 1, ", ,'I",+ , I / I 2. VERIFY ALL HANDRAILING AND RAILING DETAIL WITH ARCHITECT SHEET A 3.4 i , __ "".., � " ,' �) 1, 1 :1 I _ I I I I. - � -_ �, �� t_ I ": L ,; �;. "� - - - D ,,, �, t - I � I 11 - �) 40 I , I �" -9 __ �,7 zi: �_ I . _ �,� � �., " i , � - 1� , , I \ , ,�, -,,-,,,,, _- � __ , � __�,.�_:,��.�� � �,� 11 ` "'I-1, - ,� , :i, . / 11 11 _ � I � " � il_z �,i - ".. � - I _'_ 1. I � �>, zfj.;3 1 1 � i ��:_ i.� i � �� i �: _! ,�,i,� " lf� � ��',�!`l_ 2 , I _ 41 FIRE DEPT. ACCESS GATE WITH 3 3. VERIFY ALL LIGHTING SPECS AND LOCATION WITH ARCHITECT 4. BBQ; THE EXISTING GAS BBQ GRILL REMAIN. SHUT OFF I'll, ,':,�, �, 1 . ,� I __ ; ,, I I ___ -KEYED ,' ,",� I _ - __ I,--,- 26.42+ � .11 '�� -; = � �__ � - . � . - �� - - �,f __� -i- - . I i "I � f �,;.�.:& z: ,, � A , ,! � .'; .11 I _ - I ") r, 1 7 i �c', IS TO VALVE __ � ; 26.58 L_J : _zp 1 2 � - 1 - LANDING � i (" � � ,_�� 1; � � I') LOT6-BLOCK1 � !'' - � � t 2 . 1 i TO BE LOCATED IN POOL EQUIPMENT ROOM. METER TO BE LOCATED ON THE EAST SIDE OF /2\ 3-26-2007 - 1. I . ; � 4,, i � �--- � --.-- -"- � I I l _ . I j `_ I I , 1 � I "I (landing) �t � ' "I " I __+ I i -1 , 1. 1 "! �, I -, . I , , - - t : ,_ I I � , I, . I - T ---f, , , I l 1-_,' " �, 11 , t i � _� , �, � " � "__ - ��, - - DIAME --- I �, ! , I 6 , " t, I T . �-+_4_ , IL_ CURB MIN. 3" W! HANDRAIL (SEE SHEET A 3.4) � � , �� :1 / I 7 PHASE 11 BLDG, TO THE SOUTH OF THE GARAGE ENTRANCE. � ��.,�,, �� I I "I . I , , 1'� 1+,21 ,b" I 1 ; F "I, � 1 \ : � `� ...... - 1 .. i " I � (8126) 1 ", � 1. .m 1, -ROOF DRAIN ---- I / � (8126� 1 if I :" , - 11 ; � " 1� ;� 1 I I, 1, ! I i I I 1. REFER TO MECHANICAL ENG. DWGS. FOR ALL LOCATIONS (SEE SHEET M 1.7) � , 11 �, z I . . ". "� , __ - _ �11 � Il "I 11 1 : 1_ �� t: �, 1 � 1� �- �,c.- I _� -�-,- 1, . , . YPICA�_) 3 - 4T 1 � .-1 . ��A � 11 Ij I . I � 1 "�. I I I --- PROPOSEDSTORAG � I I .1�7' ,,, I ". ", � �' STrj 11 �: �5�,A LIGHTED CONCRETE RAMP ADA 12:1 if - '7 --, ,,- , ! , T 11'1� S. REFER TO L-2 FOR ALL DRIVEWAYIENTRY DESIGN IN COORDINATION WITH _ � � - __ \ I I I , � ,_i - �' - ,�_� 1 1 ;_ ��,, �, � � � (,� (' 7 1, 6 NCH DiA, M, � - .� I I 1�1 I �, I I _ - - -DA Y" , � A F,l ,,,, - 1,,�, I � �:l I . � I . � I � __ I `,'�, ' . �" I, * . I v 2-0.1 60" x 60 " LANDING (SEE SHEET L-4 & A 3.4) I� ,,-� -,,-,I \�,/_,�( I I'll, - -, ` Of FC T OR � �;RA�N � 1 FIRE DEP 1. P zp-17 " C � TREETOPS PLAZA. 6. LIMIT OF DISTURBANCE > 1.0 ACRE: COLORADO STATE STORMWATER . � I �� :, I , 11, I l /,� 1 1 �� , � �. - _,____�� I � I . " k' \ , ,I , I I I � - * �e /� _ - I—- - Pll)-_ F OR R"OF I I --I- 'It-J ROPOSED LANDSCAPING (SEE SHEET L-3) � ,, % I T_A`j_ �,! 1_ I 1 (8124) 1 � ,� . 1 1, � 1, ACCESS KEYED e ; � i � ' � . , 11%; P I .) [N 1 - / "I , �_ 11 I i f "', ' I ". � , SPA' DISCHARGE PERMIT TO BE OBTAINED PRIOR TO CONSTRUCTION. "I 5 - I 11:, I I FENCE TO FOLLOW " .. 1% __ DRAIN'� ' TYPI'_-AL't-- . � I - -11. I 1 1 1+11 �, -i- ___f __ i i _. 1". I"" ., �, ,� 1-11A h\ 3.26-2007THE POOL AND SPA DRAWINGS SHALL BE SUBM!TTED AS SEPARATE � ! � i / (8122) 1 .,---' ,Zv; SS I .. ., -_ __ 1 . GATE To POOL � � I/ - - - -, , I I , , "DEFERRED I I -_ I I _�. _ > - PERMIT SUBMITTAL". : SLOPE I . 4� k - I I . 1 .5 L, i ___ - - I � � " /, .'- i< - I I I -� :,_ - - I I j � \ I " �, I I I - - � , ,'� PROPERTY LINE �1_,_, , I I I _"� , � , � � -, T r. 9 17 1 1 , ,� / 1 ; ' t— .., 1 -i (TYP.) . " 3.5% 1 , I L ;� - �� (8120) _`_ I - I L I I I I I I ! , " � � PHASEII �i i � . i ''I . I CMU BLOCK RETAIN WALL W1 4" STONE VENEER W1 � � i I IRRIGATION: 1. ALL IRRIGATION TO BE REPLACED )��! � f � I / j 18_12_2� I'_�_� � ' \ I 1 1, �,�',,��_� Z X , : � , ; '14 _(?-)�R " � , I :� .1 GUARD & HANDRAIL (SEE SHEET A 3.4 & SHEET L-4) I � i " �� /I " � l (6) I . � NATIVE I " 1, . I ''I . ... � � � I / ". - � � � 1 1 0 'Ift', �_ DS @ l'-d* � - - 11� 1, if "I I I � I � . � 1`1 - A . 20' , I - ' - ' � c�_Klf, I : " Z4'W , 9-- - SET BACK (TYP.)— � I � z �, I � �� i ,, ; ,� - 4 "WINTER" SPA AREA 3.5'ABOVE POOL PLANTI GS 2. APPDXIMATELY (20) TWENTY ZONES WILL BE NEEDED - I , - I � � I � -_ � I % � , . Z' _0 4,r 1 , ,- . I � fl I � i; " �� I , 1 --� � e , + 0.1 I DRAINAGE � ",:,_� . - / 1 ' \ �' l "! , - � -.____ " I " " �, 3. OF ,-, � l I \ "I I I (SEE S ET L-3) 1, � . . � - 1 3 (SEE SHEET L-4 PLAN/L-5 SECTION) / I :� ".. 1�� I "I ii`�i 1,7 "I I 1, (t�kISERSW6 , � � EASEMENT , ��_ INSTALLATION BACKFLOW PREVENTER ALSO NEEDED 4. VERIFY ALL IRRIGATION LOCATIONS AND TYPES WITH LANDSCAPE ARCHITECT I 1 I i 11� , � r I . , I , \ , 14 & 4. I i� - , , �, j ", �`,' '' � \ , I / I � �, '' . ......... � � 1A 11 I I , (6) TREADS @ I'-0" � �7 - , �� ,� . � , , 1 1 CONCRETE STEPS W1 , U "s 2,2.. - \ 7 1 1 1 (HATCHED � " �\, /,' � , I L - 61 , �� , / 1, 2 '%OULDER AND PERENNIAL GARDEN (SEE SHEET L-3) ' �, I � 1, " I I / I I (REFER TO SHEET A 3. A - -�� I 1 1 \; � 1 , " I , I � I "I I I I � , I , _� ; , - I I 'K I-, l� 1�, I � _" - _`��� ,,, :1 , �� AREA) "' ,/ I HANDRAIL- REFER TO i", � I 11; . �/ X, / , / S F E A RC, � I 1 1 F URAi �'�RA'A/'NGS F , R �,() N _; . � � 1 - I ;1 I, DRIVEWAY I PARKING PAVING: , �' "7�.� ", Z' ! - , , � � " I I 11 � SHEET L-9 #3 AND 3 1 .4. 0 /�� /-� 0 /0� , "', I " 0 � I _// I I ��, \ , 1 7 � �1, I I I I XX SCORED TOOL I 1. ALL PEDESTRIAN AND MOST VEHICULAR SURFACES TO BE SNOWMELTED \ . r .- ,- I _1 I I 7/___. 1�1 I , JOINT CO ,ORED CONCRETE (TYP) ; I !�_ ,,� ,,,�, � I 1. " ! . � ! , , 9 �; �_ TI �, -11 4 � , I I - " 1�1_�/ __77�� �,- - - �� I Ily A 3.4 FOR DETAILS I- , , , 1:-Y i- � IN I �, I _i\5 , � � 11 44 � N , � JETTED (REFER TO BIG HORN ENG. - SNOWMELT PLAN AND SHEET L-7 FOR COVERAGES) "BORGERT" I I . 1� , I � �()� " , I � I, I I f 11 ,_[,�Ec,-,roi:R " _ ��', �', �z� � I I 1 , L , _ SPA SYSTEM WATER TO OVERFLOW I I , - � , � � I , , I \ I .. i I ,*: - � �� "J, I i I ''I 2. DRIVEWAY AND PARKING PAVERS TO BE SELECTED. CONSIDER AND "OAKS" PRODUCTS FOR PRICING �. I 1�1 I � I 1 ; , � I _\ SILT FENCE — / I � ___ 1, ! ''I I—. - � + , � ... , ��, " I I � ,If,,,� I 0 1 P� I I ' � .5 / , I I , FFE 24. INTO POOL (SEE SHEET L-4) 1� ______1 1�4 1 , i � i .,�2 I " D RA I N--j �. - 1, \ , b " �,_ - , ,�' 1 , � �, l, , ," I � 11 ,, , I ! 1� - � Z1 , - f 0 \_� CONCRETE STEP 11 SPACE 3. VERIFY PAVER SELECTION AND PATTERN WITH LANDSCAPE ARCHITECT , I . I 1 !t_ \ �- I . PEN "I I I / � . I - , , 1-1 ! I i � - 1, v l . � 'l LIMIT OF V-4-1, 1 1� , ,,,- ", " � I I � i�� % I �� CONCRETE STEPS W/ HANDRAIL (SEE SHEET A 3.4) � I i I � ; ,,, 1 X/ t ' 7 — r, 0 4. COLORED CONCRETE BANDING ON 10%- 12% SLOPES ON DRIVEWAY AS , " I � 11 F � 1.1' � i- �, 1_ . 11 11 , 1 , PAVE � _PANWAY . �, , 1. - I ; I � ; DISTURBANCE (TYP.) .. I 1� 1'�, I-, � �, I I I I / f6) RISERS @ 6" '1� �' �_. 1 1� � 1;� , ,,, 4 1 N� , , i �' _4 - " ,, SNOWMELTED PAVER PATHS L , I , I /� -- `\ " , �/� - i ; � I � \,%,� SS SLOPE 10 W INDICATED. BANDS TO BE 12"X 12" RUNNING PERPENDICULAR TO CURB ANDGUTTER. BROOM FINISH PERPENDICULAR TO VEHICLE TRAFFIC. � j I I 1 1 ,� /I \ . , I I I �!��,�-,� �. 11 DR,,Pr,`�,DD FE'R � �MT 'ER DkAIN ; ' 11 ,� , , v I x - �� 1 ��: �,�,,-�\�. STEELE EDGE ON BOTH SIDES iHE 1 I - � � 3) TREADS @ I " (81 , 1 ,1 , I I I � r ... 1 I � . , , PAVER PATH � . , AND SPA �: WING L ' ' I I f f I., _. �� , i I- ,,, � ,,, " - - ; ' \ '�, - ' , � 'i I/ �-_ �, ' l � ; -- f , � -26-2007 � I � I I " A!R bl,; NO A I I, N E`�A� �', I "j i � I , _ 1, , BE SUB TT A 3 , POOLSTORAGE I '�, �,�� NFjA`10NS � 11- ��,i_� " I S. VERIFY ALL SLEEVING WITHIN BANDING FOR SNOWMELT TUBING WITH . f , I I_ `��,', I :: � \ / �� , HEATED(TYP.) f ,�, �,_: � PAVERS ON SAND BETWEEN (TYP.)---1 "DEFERRED PERMIT SUBMnTAv. . .. 1 �l" , __ I I ,,,.,-, -, �,,, � �� ',,� 1 , " , .", ,,,- " , 'll, I "', � !'_ " I I I I ii� �'� _"� , 1, �-�,, � "': I I 11 I - 5 1, j , I ,� "', ,.,� 11 � - � * _ , k� _ -, � , I E-1- � I I I � I. j. I , , I 1 - , , " � , � I ', '� POOL ,,, � � FFE 25.0 1 ",Il�", 1 � - 5/ -,: - _-, I 6. COVERED PARKING AREA TO BE STANDARD CONCRETE MIX. NO SNOWMELT. �' , 17 . ) I , ,-:��- ,- � I I I __ --- , (8118) ., � . � , � I � _ � I , -1 POOL BOILER RO M - Z' 1 "", ,:�_ " ],,� , ,,,,'_S�," �., I � , , __ 11 7 , \�, I/ � I \ . �: , ��_.':_; , I K �, � 1� .", i I I - : il . /t, I , __ �, -\",:" , , .. - I - \,,,- � \:, � ,_:�_�7 , " , "', '1� I I � � , f "' 11, I PROPOSED FOUNDATION , I I � - �1 1: ,� , ; . I I 11 I , t, PROPERTY LINE I _ , ,i, �___ � , - /�� - �, �,; / I : _ � I �- -� �,-� j !;m \ COMBINED CURB AND GUTTER: 1. CURB AND GUTTER TO BE 18" WIDE ... -1. I , \ , _ �,,�,i I ,I 1 - � � �..�*:, DRAIN SEE SHEET C-1 "I / i , , I . ... ... ____ �- � , : � ,� I , 'A � - -, l 1 I _ �,��--,::_j--_,_ -x , I , , ��: I 1�1, �_: �-, I' I I � " / r ; ,.� , \ , � . ,� �_,�<� / 1.75 \, �\ / ,,, � -, , �,� 'l � 1, .11 � 11 I'� � . 1 - I I �� �� ��6 ,,, , - - '11'' 1-11 � I 1 1 - - I " - � � �, I I � l\ � ," -- 1 � �_, Z (TYP-) I ", " ��\ �,: � � � /��____6< I I � I r -- I 11 �,�' �;.;*j I I , , <�<� I - 4 - . ��11 . 1 - :,: - \ 0 �� � 1. , -11 - � , i f;�� , / X� " . .11, 1 i I i I � I 11 I. �, - �__X"Jl 1 I � I 1 /1 I -1, _.1-1. ��.,, ��:i , �< � 11 - I I 1 .32 / I i " (�, � L I - - I � I I" -E-- \ � " " � \ +� x, � , �, l I \, � " 2. STANDARED CONCRETE MIX TO BE USED (NO COLOR) , �,� � I I - - � � 1 1 � � I ,/ 1. + I I � � _,� -_ , ��' 11 11� I � '. . I " I / � '' I � I ! � _ , I � � I N I , , 11 � , � I 1 11 1-1 .1,b, I , I I .1 , . I . BIKE RACK - -,F "" � \ � I '. \ �,., � ��/ \� _ �',',, I . '1 (812 ------' I I —- , - I I I'----- vi: '' _i: I , � . 11 11 1� ___:_, , � ,, 11 " � I - �, 1� I 1\ /1, I ' l , " iN� -,�",�, � , \ % . "I 111111.1� -.,. \ _� �. . I - I 1 I / /� ___ 1, I __. �. / x , , _-� � I , I - . � I �__' I � - , � , - C -__ '� I RETAINING WAILLJSEATWALL: ,; I 11 1 _ ii I I 1 "I,' -, , I -- , ____ , , � - , I �� 1� " . , 01 r. 5 � � _ __ 1` - " _ , , : , , I - " �_ - � ,� I I �,;�,\ � , , I . I __ � , , I __ _ -1 "_,� 1. ... " 1 &' , _,�� . - _1 , I _� I ,� "', � - , i � ,� I" I , -1, "I : ; ,,I --,-,----- . t : , ��. '_!4�� I " !< I � ' i . , " I I N , � EXISTING FENCE __ � , , I ." " , I " 0 0 " 6;5 � f `� " \ I / / I I �, 1 `�' , �, , , ____--_ 1� , � - � t ", , ,,,, (8116) " " , ' I 3 I I _511 1: i�� v � I " " - " -\7-- i � ' / ", 1. PARKING LOT RETAINING WALL TO BE KEYSTONE BLOCK (VERIFY SPEC. WITH �/� �\` I I., I : � I I 1 � I" ,-E— 'L, �� I \;f',�-l�- �, � � I I _'� I � I I . ",_ X I I / . , --"*,,-, 31301 (SEE NOT, , �,ff , I l __/ � I il I 1�� ,-/\ I / "I- I I 1, � �, , - . ; _---p I I I I I �, I �1, I TO BE RELOCATED _1_E '! , " I /I 1� I - A , ,,.' , � -_ ; ' __ �!',,:\�,' I , " , , , "' /' �, 1 8122 LANDSCAPE ARCHITECT) 2. VERIFY STONE WITH ARCHITECT #15 GRANITE) ;I - , I I �\ , - ,_r ! I'll I , I , , , " /",- \- .4 - " - ]% % ,�, I - _ 8120 i I /\, v I � �'. I, � � -� I I � I F -6- .. - - '1� , I , 1, �, -1� , " " , , ..... - , I I xi� I - __ --- i! i �', I � ,/-, 7 � I I rI - , FOR ,�" I � I ,�,� " ; I. �, ��._ ,, I . - I , , \/ '� -1" _--;�,� I � I - , I I I ; i: 11, -1 ". "m ��: I -, I I � l, - ! . (ASPEN 3. ENTRY SEATWALL TO BE CMU BLOCK WITH 4" STONE VENEER WITH . 1 I I __� , "", � I , ,_ I I I I 1, I . -, .�i ,�' . �, � - " � ,�; I � : �� \ l � (0120 ` - >< ,� I , \ I [_'*�' :,�; �� I - 1,�� 1 _,- .... .. \ I - z \ I 11 � I I � ", I �, I l _ � , �� �� J,=_ - � L �, ,� >� I � i , , 7 .1 I I ef� PAVER SID I-- � " , . I 11 I I - ; : � \ 1, t i 5 \ / , - , 11'U , , ,,,�� � 1 11 \ I ; 'k __ \ "I ______.�_�, I 'I, \" STONE CAP (STONE TO MATCH ASPEN #IS GRANITE) 1 I — �� � __ 'Ill - �, , � . I", _� "I, '�"�� I I OW )GI \\ . '1171� I'l - 1'+4i\ / 11 " I __ ,___ - - " � " L- I , , : , I - i - ____ 11 . I , , _ I 11 11 ,/1' I , , _j I �, , ��' - SNOWMELT . ___ � , I __ , _, �, _,:�, I 1 1. 1 *, 1- (Sr �, 1� I - - I '� z I _,_� , , -,--- --- . _�l L BOULDERE ' '-: E f )- I %;: ,�_,_%-tl�t,- -,� \ ,.-- _z I ,, - ,----,7 ti., I ___ ,;�II I �� - I , �� z � �-: I , -,-----,--"-,-- I I I �_, � , I I 11 ll 1- 1-1 ," .1 ,z � ; �, A, I , � � � , - � I , , - � � I .1 I , " / % N, �� I I_ �, ,:, � I - . I " NO LO J \ : � ___._W/ CONCRETE Al!,J� -ENT , I : I \, 1�� � . � -1 � � I - \ ) I . " � ... 1, I � 1 . / 1, " I 1 (:9 �,,, " - I , 1, I . I 1 '' \ I - I 1 �.' I/" , �,',- -I � '__ i I ", 1, " 1, _', �, CONCRETE STEPS W/ HANDRAIL-` ! . . � - , / / /- 8 1�) ?) � , SIDEWALKS: , I , , ,. ,. 1: , �, ,,- �_,__ 1. 11,� ' 11�1 ,,�\,+ \ _11 , " __ \ � .. I I - I 1 -_ ---- I � � I I . , , y , I I , " ii .11 , I � -1 ( , " ��', - I �', 1 , , � � I ------ 1_____ I �, �_ fi I I I � I I . , � I /I i\,.00i _,_ I � I __- , 7�, %�; 1_____� I . �,�, \ I ��_�_ , z I I 1 14� 1 _ � - , � , � I, "L" 1 17 E iNI C �E� - �, � I � I 1,11 __ "", ,\ " 1�1\ " I / , SNOWMELTED SHEM-7) �/ .1 '' � 1. ALL PEDESTRIAN SIDE WALKS TO BE STANDARD CONCRETE MIX UNLESS ,:)IL 1 -.4" I r-1 ; "� I �� i � \ I , ".: - - I � � 1 1. I I I , � _1� -1 I , �,, � ___ "I I � I � , I � I , , I (SEE I ",''', I, - _ 4_ "I �' -__ I I I , I I 1, I �,,, � - t I I �� ___ ; � 1111 \� M ; �0 I I I � , 1� )/ / � �:' i:-:j \ � I M; 6 1 . . _ � � ' e oviii , , \ - ,��,�-, '� 'j \ OTHERWISE INDICTED ON PLAN 2. SCORE JOINTS TO BE OFFSET EVENLY EVERY 41%0" 3. WIDTH OF CONCRETE SIDEWALKS TO BE V-0 WIDE. PAVER SIDEWALKS TO BE 4'-O" - � : , - I 1. I -_ . ! 1 I., -,-,� � 1 -11 I :1111, - I �__ -� �� i I , I I \ I � " z I I /_71�����_ �1 I - __ I I I I I , �11 I �� � 1\ " /c�,� \ 1 [j - - , , 7 �;_'11\ 1�1 � i I I "I" I I I . 11 XCONCRETE LAND G 1 (8116) 1 - I t 1 1� ,,\,, ,.- ,_, K f � �, 1� � _: , I " ... � - 11 ____zz-:�� -_ _ , I � I �. � , � I + I , � . � - , \ I ,;j I , _1 I I , ,,� , ,� �,� , KAT 136 BAND ADJACE , --- -�----- -1- , ,:)�4� -_�- - � ___1 I , , I ""I ,1 I I I � "I" 11 1 , �' I � i �__, \ , .11 I \11: � 1, , 1 � - I ) , I ' l l , I I 1:1 � �1' � , , , , , - , . __-1--__ K, -�,;i, � � "� V , I", 11 RS / i �T , I �",� �, ____1 � j - "I". - (, ISE I ,� , __ , � � Z, � . I l, ,,, � " / -_ ,�� , I , . 1, 1.11 ". I \ . I/ \ __'_�, , I 1", 11 �', 1 HEAT BUFFER BAND ADJACEN ii" , ��I% 1_�� "I, : ,,I �, _,,�, 1:.,� - `NN, � �', � I I % � - I I I I � � I ,/, "�% I " / - � 1 �; -,�,, � A , , , , , - 1�1 � I + ,� , �_ �, ,�:., " ---Mmwm , , I , "' O . 2'-O WIDE 6" 1 \ ___� I 1.� - f - ,, n - �- - I , . , -4 \ ,""', � .� , � - " (Ii . -.',T , � ', � � . "I'll t , �, , 3, �,, (% N z ji; � I ��_� I `,�-,-__, .11' h �----___�_�,,�,�"_____ , '/ WIDE. li,� � .... � , I I " CLIrl ,- . - - __ I I � " � , t l_ 11 I " � , 11 7 � , i . ,�� , � - TO ASPHALT - 2'-O WIDE �tl 11 , " �_ -'i / z I � �� ': _ , _, /I ! � , - � .1 I I 1.11, . ___ - -1 "_ -:-t' I THICK SCO�RET , 6' 11+ - . � , .11 11 *-,.:-._ - .:14 , 1 I EBAN_D - I ! , 4 , ���illill��ill� " 1. __ __� ---_ , � , -1700"--i Ifl ; � -,� i � � � I / -, 4 . VERIFY SCORE JOINT DETAIL ON SHEET L -9 5 . ALL SIDEWALKS TO HAVE A BROOM FINISH RUNNING PERPENDICULAR TO - ..� 7,_�� Ili ,�', I I , �t � _ , - __ / -1 -0 LLL , " I , I I � � "' %�' - / _,�, 3-26-2007 umedI exisbng_ejevatf6i�i______ � ?1F , " -_,�-� . � � , - , ---- I % � _ " THICK CONCRETE BAND � I � " , ' """," - �1_ , I i I I I % I �1, I I I I -�__ 3-264061 ---' � ' , 1��t - - _� ___ - ,�:`�� CO'NTROCiOINT -NO HEAT,, _ I:,- I � I : . SEE SHEET A 3.4 _� , , ''., � 1, _:, 17, EAST i� I .1 11 \ I -- � I _-, - 1 I �, I "I 1 I I �I ,, I _", / -_ �� __ -----_ � , ' , I � � __ �,_" :�_Ir-' i�'; 6 , 1,, W1 CONTROL JOINT HEA i PEDESTRIAN FLOW AND HAVE TROWEL EDGE FINISH (SEE DETAIL L-9) 6. ALL SIDEWALKSIPATHS TO BE SNOWMELTED. VERIFY WITH MECH. ENG. I � ) ___ �_ _� . __ -NO S - � \ � � I", - , I �- - --, ' l f ____� - 3-'-C,ONCRETE LAND 11 � ,;'C,;��. �\ 1 _ I I � I I , PEDESTRIAN ! - _ - - ____ fll� I / I / , I I , , , , � , _.- _ I I � , _ I .1 _1� I 1, , 1 * 1� / ' -_ ��, 4 - __ '\ �_ ,� -, - � , � -_�- 8.04 �/ ' I i �, \ 1 , �� '' �:, 2 , � � �+; , ", " ____"ISIEP.&�T!�. I 1,1,1,',_ ,_�___�'' 4— TO �� 7. ENTRY AREA TO USE PAVERS. VERIFY PAVER SELECTION AND PATTERN � � ., I - -_ -,- ,EWRANCE SKI SLOPE WEST PEDESTRIAN ENTRANCE - LiVi T _'i 7 � HEAT BUFFER RA . � I 0�_ _1 iur z 11 I , , , _-, 11 I A N C' , I � I "' nis R '-,- __ � --- -_ - I , , " 11 , I I _. . I � I __ ___1 , - I , -� 11 - `-� " ------_ �4 ,.,. 15 - � � ,,� , '�, " WITH LANDSCAPE ARCHITECT 8. PEDESTRIAN PATH FROM ENTRY TO WEST SIDE OF PHASE I BUILDING TO -�,�-'� " �,,� ______ __�, / :, �_ I f"_ ------- 4�: ,,: TO ASPHALl WIDE 6 �, (4) TREADS @1�4 - / -------- ____� +.� � I�. I � -, � �, � � i`�' _�, l�,; l �_/ "I ''I 3-26'200 1 , ---- - - ? , - _�� , _inn , - - _________--- - - -� 'I i , - __ 11 - i I 1-1 ; I ----,---- -_ ----- " I CONCRETE BAND 1 Ci -----____- / ,�,� 1>11, C -----_ 1 4 CO USE PAVERS WITH CONCRETE BANDING ON DRIVEWAY SIDE. CONCRETE TO P�Ii-, �, 1, I . I - ,,, 0 ' ' l� �� 8'' 5 I ----__ CONT�RO J!O1 N T�'- W` H E A I ,' 1 ,',, __::� , / BE USED FOR COVERED PARKING AREA. 9. ALL PATHS ON WEST AND SOUTH SIDE OF PHASE I BUILDING TO BE PAVERS. � ,,� - ----- �,., _�� \ I �_, I 1. � ",- , ,,,- - , i ------ — , :�,+ " - �1 - / - z � , 1 � I I -, > -_-,-,�-� \\ ___� __� I-, i � ?� - -_ . I i _ I I- � � _1 :�, ) _�, / �1111 . + __ _______1l - ------ i : BIKE PATH . : ." " - .11 � I PAVERS TO HAVE STEEL EDGING ON BOTH SIDES � I 1 �.�_ f-, I / _�' I / -------------- , - EXTERIOR STAIRS: 0 ��, � I -----� I _� � � 1 , , t i _____� ____� , , I �:, - 1. ALL EXTERIOR STAIRS TO BE STANDARD CONCRETE MIX HANDRAILS 11� ", 1 1 K ,11 - ; _ ____� / TRACT B i ---------- WITH i / / i ' ' " i � _�;� / ��'!"\) - WHERE APPLICABLE 2. BROOM FINISH ON ALL TREADS TO RUN PERPENDICULAR TO PEDIESTIAN FLOW POOL PAVING: 1. POOL AREA TO HAVE COLORED CONCRETE WITH 3'X3'TOOL SCORE JOINTS (VERIFY ! - 1 s 1 \j (-,----/ I ; �. IROXiMATE 1 , ,A D ED , ill i�ON " F �_'X i 1 i - � / IIIIIIIIIIIIIIIII ; i r D F �-� 7 ," F� l_: -V . t_ I - YL \ DIR I �, i, 1 � _,_� i ,_� GENERAL NOTES: � , ; �,\,/�, �- T � - -R� - A''N �SKE � f� / _ - ( I , � - .- I i � I - i /_ - L" G DA FEL" '5--8- 'J / -11 I I � -- I !; C flE PERWL D,RAiN AROuND TH'E i I ' N 1 0i �1 'D DR A W N � 2 L,) I L_ �_l , /_', ,/ r I I T ilr -, E ' ACCIESSSIBILITY: I i SK' i_0 FOUNDAT 1_0 i jF_FF - IL__ i . PROVIDE'L), BY MR� COLOR WITH LANDSCAPE ARCHITECT. 2. VERIFY ALL SCORE JOINTS WITH LANDSCAPE ARCHITECT __� l // I 19A�� — � i / � 1. ACCESSIBLE PARKING SPACE DESIGNED TO SERVE EITHER CAR OR VAN cE_X;`S]iN(3 P DRAIN �IF i__'� IS ! __ I R - 0 `� �l lF 1 \ � TI -!-I r- R,,", I IIIIIIIIIIIIIIIIII I 'rl� *Uur 11',,AIN / ' �, 2. PARKING SPACE IS LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL � _L I I- -) f l I-' I l- - tf - 7]_J� �,-' - �_ il�, � ROP FOJ '_D`AY , O S E D- 0IR : ,,, � - - � /� , , , PE P i ,M, E I F R D R A I N T r_ , -� �: 0 8 16 32 FROM ADJACENT PARKING TO THE ACCESSIBLE BUILDING ENTRANCE. C-OL-LE DRA,:N D ;Ki - IAR1011N� I i_ NORTH POOL BOULDERS: 3. PASSANGER LOADING ZONE IS ACCESSIBLE �NTC) T HE DRY WELL LXI� _ 1. ALL BOULDERS TO BE SELECTED BY LANDSCAPE ARCHITECT 4. ACCESSIBLE ROUTE FROM ACCESSIBLE PARKING TO BE GRADED AT 2% IN BOTH NOTE: SURVEY AND PLAN DATA DEPICTED 2. VERIFY LOCATION OF ALL BOULDERS WITH LANDSCAPE ARCHITECT DIRECTIONS. IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLJ 3. ALL BOULDERS TO MATCH ARCHITECTURE STONE (#IS ASPEN GRANITE) S. ACCESSIBLE SIGNAGE AND VERTICLE STRIPING TO MEET ANSI 11 7.1 1998 STANDARDS SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 POOL. SEE SHEET L I 0 #2 DRAINAGE PLAN BY LPK ENGINEERING * 1. THE POOL AND SPA DRAWINGS WILL BE SUBMITTED AS A SEPARATE DEFERRED EDWARDS, CO 81621 - TEL. 970.926.9088 BUILDING PERMIT 2. REFER TO ARCHITECUTRAL ENGINEERING CONSULTANTS DRAWINGS FOR ALL ELECTRICAL DESIGN (TEL: 970.748.8520 CONTACT: STAN HUMPHRIES) 3. REFER TO BLUE WHITE POOLS DRAWINGS FOR ALL POOL DESIGN SPECIFICATIONS I (TEL: 303.571.5337 CONTACT: RUSS SMITH) 1 1171, 1 (_,�") I f I r2�1 I , I 111� I I 0 - U C W "a �-I 0� E 4% V =) I_ 1 0 m U ' I ' D ' 1 _ : (0 9� U Uj 00 0 1 � 1`i 1_j t= V �- ' Lo N 'It 0 @ I = j L" = � N ;-, U . !2 ` 1 4W U v) k6 o6 6'a t I M' , P� -cm -_ 0 (A 0� < 1. . . , _0 0 0 LLI T__ C N N fa 4j r, m m m * 0 wmmwmlm L, 14 Uj 0. 0 .. .. U) c U — — N M 4) N - 6 3: 9 < F- X �O 3: 0 (0 0 mu) U .0 L_ 3: 0 60 r. a U r A m '< � .j _j m -11 __ __ __ 1, � -1 . - - I I - . , - - - - - , * - -_ __ __ 4 a � - - IIIIIIIIIIIIIIIIIIIIIIIIII REV: JUNE 6, 2006 FINAL DRB SUBMITTAL - SEPTEMBER 11, 2006 NOVEMBER 10, 2006 DECEMBER 8, 2006 DECEMBER 18, 2006 FEBRUARY 28, 2007 REV: MARCH 26, 2007 ISSUE APRIL 4, 2007 DATE: DRAWN: REVIEWED: LEGAL DESCRIPTION1 380 E, Lionshead Cirde Eagte County Cotorado IIIIIIIIIIIIIIII 80% CD SET PROJEC: NUM: i' --'3�r)lD�- ; IIIIIIIIIIIIIIII SITE/ GRADING PLAN SHEET NUMBER: 2 OF 10 W - 0D COLORADO LAND ART STUDIO INC., 2007 c) (6) PT (REPLACEMENTS) EAST LIONSHEAD CIRCLE (R.O.W.) ALL EXISTING TREES .................. ............................... TO REMAIN ---�., t \' �,,.,. , ..... ,k�14V ...... .............. a. ,'m f i '..'.'.'....'.'.... U/ _ { } PT {REPLACEMENTS} �, „1 ,. f.. . r� SNOW 570f2A SNOW ST ,. ..... ... . _ ORAGE 340 SF • .. � , � � . .. .. .. ,.. _- � t �� . s +,.. . :- - ,�.�....�_. .f � Y r • 3 ` �. <�, ��E r�� , (at881%'.' �``"" ~-- _ �4�1L~r_ ��!t 4 Q 0 v�. LJ PLANT LEGEND 1. SEE SHEET L-1 F OR T B E R EM O VE D 2. PAR AREA APPRO 8380 SF ST 3. SNOW APPRO s QED • � Mai ' � EXISTING ASPEN TREE EXISTING SPRUCE TREE 1 0 EXISTING LAWN AREA MOST AREAS TO BE RESODDED PROPOSED BOULDER AND 1 4 ` N PER ENNIEL GA q \:_ A SH B OULDE R S) rJ PER ENNI A L C ` +0 • • • D I 0 L onice r a a ( 64H .) ` •,, D I Populus tremuloide multi-stemm RI I 1 Picea engelmannii ~-� • ` (10'H.) DRIP IRRIGATION PLANT KEY KEY QUANT. PT 12 PE 9 PP 2 SHRUBS / SMALL TREES CA 12 CS 42 LA 19 FESCUES #1 SS 9 PERENNIALS #1 AF 22 AM 14 AR 14 AS 10 BDB 6 BDM 26 DP 24 HU S 15 LAV 68 PB 12 SK 9 SxS 31 SSP 13 VS 9 Cr LJ MA BOTANICAL NAME 3 cal. min. P opulus tremuloides 10-12'h. Picea engelmannii 10-12'h. Picea upgn e ns #5 Cotoneaster a iculatus 4 -6' B &B Cornus sericea 8' -10' B &B Multi -Stem Lonicera alpige #5 Schizachyrium soc arium #1 A uilegia flatbellata #1 Armeria maritima #1 Alcea rosea #1 Artemesia schmidtiana 'Silver Mound' #1 Monarda didyma Blue Stocking' #1 Monarda didyma 'Mahogany' #1 l ital s purpu #1 o�undulata Bulb (bulk) riI s Sibi ica #1 Uvenduta an�us�ifolia #1 Penstemon barbatus #1 Sedum - 'kamT s�-ha scum' #1 Salvia x su erba #1 Sedum 'Autumn Joy' F32 Veronica s i� cata •Aspe • r S pruce C o l or ad o r S • •- i V I I "r R ed • Dogwood Al pine i • C Fan •, "• • i i W ormwood , i i Bee ' ( Violet-purp le) - Ba lm eep wine�-red i xg$iT " ' 1 • •i•'1 ••" P l a nt a in-Lily Si berian ( Blue , Purp Laven True w ` r • i • - ( Orange Stonecrop Perennial Salvia p l e ) Autumn Joy Sed S pike • - - i �I 10 20 40 ►0 ■ NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 EE i 1 1 ar w 0 © E J c ■r U w 0 rt U DO L0 0 0 Er =-, U , uj o6 Q) '0 Q C5ow C cc h n -'00 0 G tV p/ t0 O � t0 V U? 0. 0 U M J Z Q EE DATE DESCR REV: JUNE 6, rr. FINAL D.; SUBMITTAL : - rr. NOVEMBE 10 2006 DECEMBER 8, 2006 DECEMBER 18 2006 FEBRU rr M ARCH /r ISSUE • -- rr DA TE: •-A REVIEWED LEGAL DESCRIPTION PHASE 1 AND 2 380 E. Lionshead Circle Town of Vail Eagle County Colorado 0 CD SET PROJECT NUM: M r A SHEET NUMBER: 3 OF 10 ICK Q COLORADO LAND ART STUDIO INC., 2007 i 1 1 ar i DATE DESCR REV: JUNE 6, rr. FINAL D.; SUBMITTAL : - rr. NOVEMBE 10 2006 DECEMBER 8, 2006 DECEMBER 18 2006 FEBRU rr M ARCH /r ISSUE • -- rr DA TE: •-A REVIEWED LEGAL DESCRIPTION PHASE 1 AND 2 380 E. Lionshead Circle Town of Vail Eagle County Colorado 0 CD SET PROJECT NUM: M r A SHEET NUMBER: 3 OF 10 ICK Q COLORADO LAND ART STUDIO INC., 2007 m a FIRE DEPT. ACI KEYED GATE T 'W REFER TO SHA ♦ 3.4 FOR HA� DETAIL ENTRY COURTYARD BENCHES W/ ARM RESTS LOW CONCRETE CURB (3111) POURED COLORED CONCRETE EDGE (TYP.) I i ON NMA 11MIAMBE0 ill 1111 Is 11 3. REFER TO AEC DRAWINGS 12" HANDRAIL EXTENTION (TYP.) MATCH-LINE FOR POOL ELECTRICAL DESIGN - CONTACT STAN HUMPHRIES TEL: COLORED CONCRETE (TYP.) 970.748.8520 ALL PEDESTRIAN SURFACES TO BE 4. REFER TO ARCHITECT FOR SNOMELTED (BY OTHERS) ALL LANDSCAPE LIGHTING 19p # DATE DESCRIPTION REV: JUNE 6, 2006 ......................... SEPTEMBER 11, 200r* NOVEMBER 10, 2006 kf"" LU DECEMBEF 2006 FEBRUARY E 2007 0 0 8 ID o n" U U-1 0 V-1 V) y N 0 co E 0) @ -U 9 41 6 a 6 c e (A U N, N m M S - a m ci 6 6 0 " < 9 N m O N , - 7L W L N n Z .. . . N ' c RRMT4_�114 h ham - (N 0 "a x 0 '0 0 0 0 CL m J 19p # DATE DESCRIPTION REV: JUNE 6, 2006 ......................... SEPTEMBER 11, 200r* NOVEMBER 10, 2006 DECEMBER 8, 2006 DECEMBEF 2006 FEBRUARY 28, 2007 REV: ISSUE DATE: MARCH 26, 2007 DRAWN: REVIEWED: WINTER SPA AREA SCALE: 1/4" = 1'-0" PHASE 1 AND 2 380 E, Lionshead Circle Town of Vail Eagle County Colorado F-01 i - �' f� PROJECT NUM: ��' 1 - ��_ 0 1 2 4 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO, 30091 DRAINAGE PLAN BY LPK ENGINEERING EDWARDS, CO 81621 - TEL. 970.926.9088 RTRMAI�_' �w I (C) COLORADO LAND ART STUDIO INC., 2007 ......................... 0 1 2 4 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO, 30091 DRAINAGE PLAN BY LPK ENGINEERING EDWARDS, CO 81621 - TEL. 970.926.9088 RTRMAI�_' �w I (C) COLORADO LAND ART STUDIO INC., 2007 24 11 PINT110U,, PADRM +20.4 H CMU BLOCK WALL W/ STONE VENEER TO MATCH #15 RAN IT CONCRETE S no W/ HAND R WALL LIGHTS E SHEET A /6%, ROC GARDEN E SHEET -3) A + 2 T �! !j' PAVER WIEXP I O JOINT - BEETLE 1 % C , ' '' R I C" S $LO EDGE/ SNOW T BY OTHERS YP) ' +21 1 5 2.9% > I vv 40, 1 5 0 COLORED 1�5 2 OX� 0 N C W/ HAND IL lli%000 / TW �55 35 CM BLOO rVALL K� 7 1 '�V \ E N, It E < f TO� / I L I N \-'S T ,NT \\\ 7 W,,2 8. b ;MATC I \ 15 GRA 1, 56 Im 6 + T WA cm X 2 ��� � 4 W 2 75 B X1 RAISED / JETTED SPA// 21 X� 22 ,+121.75 3'-6" DEPTH A 3-26-2007 20 HEATED POOL THE POOL AND SPA DRAWINGS SHALL BE SUBMITTED AS A SEPARATE "DEFERRED PERMIT SUBMITTAL" 21.75 B X A / L .07//� y ti / X \ ell A nolIfEwaors -M m gimm SCALE: 1/4" = 1 1 K W rA —.dvdm iWA E DGE FOR EACH ROC ' +//21 J75 m -FENCE M • MATCH-LINE SUBMITTAL COLORED CONCRETE SEPTEMBER 3'X3'TO• L SCORE JOINTS ALL PEDESTRIAN SURFACES • BE Uj SNOMELTED (SEE SHEET L-7 BY OTHERS) DECEMBER 8, 2006 TO MATCH #15 ASPEN GRANITE F SELECTED BY L.A. FEBRUARY AND ALL SPECS - CONTACT RUSS 1 11I '"WNW SMITH TEL: 303.571.5337 BOULDER ROCK GARDEN COLORED CONCRETE STAIRS AND LANDING VERIFY WHICH SOLDERS TO BE W/ HAND RAIL (SEE SHEET A 3.4) SET, THEN CONCRETE POURED , -POOL MAINTAINANCE SHED ENTRY TO THEIR EDGE 970.748.8520 (SEE SHEET L-3) (TYP.) NrtU .0 ALUMINUM AND CABLE FENCE SPA WITH JANDY SHEER DESCENT (REFER TO ARCHITECT SHEET A 3.4) WATER FEATURE (REFER TO BLUE RE-SOD ALL DISTURBED LAWN AREAS WHITE POOL DESIGN) CLAS) STONE VENEER • SPA WALL FACE CONTINUE < • POOL BOTTOM CONCRETE EDGE W/ SCORE JOINT Uj a- ROUNDED TROWEL EDGE .......... • BOTH POURED CONCRETE COPING W/ SCORE JOINT EVERY 3' TO MATCH DECK JOINTS (TYP.) POOL MAINTAINANCE SHED �D 0 2 4 8 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 DRAINAGE PLAN BY LPK ENGINEERING EDWARDS, CO 81621 — TEL. 970.926.9088 0 NOTES: Y FINAL DRB SUBMITTAL 1. THE POOL AND SPA DRAWINGS SEPTEMBER SHALL BE SUBMITTED AS A SEPARATE "DEFERRED PERMIT Uj SUBMITTAL DECEMBER 8, 2006 2. REFER TO BLUE WHITE POOLS' 18, 2006 DRAWINGS FOR POOL FEBRUARY AND ALL SPECS - CONTACT RUSS REV: SMITH TEL: 303.571.5337 BOULDER ROCK GARDEN 3. REFER TO AEC DRAWINGS FOR VERIFY WHICH SOLDERS TO BE POOL ELECTRICAL DESIGN - SET, THEN CONCRETE POURED CONTACT STAN HUMPHRIES TEL: TO THEIR EDGE 970.748.8520 (SEE SHEET L-3) (TYP.) NrtU .0 ALUMINUM AND CABLE FENCE 4. REFER TO ARCHITECT FOR ALL (REFER TO ARCHITECT SHEET A 3.4) LANDSCAPE LIGHTING RE-SOD ALL DISTURBED LAWN AREAS (SEE PRELIMINARY ESTIMATE FROM CLAS) �D 0 2 4 8 NORTH NOTE: SURVEY AND PLAN DATA DEPICTED IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LLC SAMUEL H. ECKER, COLORADO P.L.S. NO. 30091 DRAINAGE PLAN BY LPK ENGINEERING EDWARDS, CO 81621 — TEL. 970.926.9088 0 # DATE DESCRIPTION JUNE 6, 2006 FINAL DRB SUBMITTAL SEPTEMBER 11, 2006 NOVEMBER Uj DECEMBER 8, 2006 E 18, 2006 FEBRUARY 0 U REV: V) 00 E MARCH 26, 2007 DRAWN: REVIEWED: p @ NrtU .0 41 . 6 co N cu�4 �Mm cn < c r 4. V) Uj a- 6 0) cu U 0 0 a z • • 0 REV: # DATE DESCRIPTION JUNE 6, 2006 FINAL DRB SUBMITTAL SEPTEMBER 11, 2006 NOVEMBER 10, 2006 DECEMBER 8, 2006 DECEMBER 18, 2006 FEBRUARY 28, 2007 REV: ISSUE DAiE_. MARCH 26, 2007 DRAWN: REVIEWED: LEGAL DESCRIPTION; PHASE 1 AND 2 380 E. Lionshead Circle Town of Vait Eagle County Cotorado 80% CD SET PROJECT NUM: ll'-30K';5 IMII � 1 III I SUMMER POOL , . - -- - - , , - - X- "" 1— / ( A) .11,11111, 111 mjjjilllliq�'' 11 1 1 111 1111111 VARL iii iii�1111 I SPA? Effillm SCALE: 1/4" = l'-O" # DATE DESCRIPTION REV: JUNE 6, 2006 SEPTEMBER 11, 2006 NOVEMBER 10, 2006 --EErFMRF 1R,. Pnnr, FEBRUARY 28, 2007 TO A A RAMP NOTES: 1. POOL AND SPA DRAWINGS TO BE SUBMITTED AS SEPARATE "DEFERRED PERMIT SUBMITTAL." 2. REFER TO ARPOOL CONSULTANT FOR GUNNITE POOL SPECS 3. REFER TO ARCHITECT FOR POOL FENCE SPECS SHEET A 3.4 4. REFER TO SHEET L-3 FOR ALL PLANT INFO. M 5. REFER TO ARCHITECT FOR SPA LINER, SPECS 6. REFER TO SHEET A 3.4 FOR FENCE AND HANDRAIL DETAILS 7. ALL PLANT MATERIAL TO BE SELECTED BY L.A. 8. ALL BOULDERS TO BE SELECTED BY L.A. REV: ISSUE DATE: MARCH 26, 2007 DRAWN: REVIEWED: LEGAL DESCRIPTION1 PHASE I AND 2 380 E, Lionshead Circle Town of Vail Eagle County Colorado NEW SOD PLANTING AIAI I 11RAIKIIII IIIIIII I rC%X/C% r fr*IX/ Af I\ a a 'k A 1 0 PROJECT NUM: • 1► IL A Q COLORADO LAND ART STUDIO INC., 2007 LU E r-f 0 CY) U "ny 0 U LU E 0 00 N 0 E 0 N 'IT @ N r-1 U 0 1 6 k6 o6 q j 42 _&M c) 0 Lu t N m M M a N"a Ln L U-1 CL 0 N 0 0 M, U U) 0 0-6 r) CL m z , . - -- - - , , - - X- "" 1— / ( A) .11,11111, 111 mjjjilllliq�'' 11 1 1 111 1111111 VARL iii iii�1111 I SPA? Effillm SCALE: 1/4" = l'-O" # DATE DESCRIPTION REV: JUNE 6, 2006 SEPTEMBER 11, 2006 NOVEMBER 10, 2006 --EErFMRF 1R,. Pnnr, FEBRUARY 28, 2007 TO A A RAMP NOTES: 1. POOL AND SPA DRAWINGS TO BE SUBMITTED AS SEPARATE "DEFERRED PERMIT SUBMITTAL." 2. REFER TO ARPOOL CONSULTANT FOR GUNNITE POOL SPECS 3. REFER TO ARCHITECT FOR POOL FENCE SPECS SHEET A 3.4 4. REFER TO SHEET L-3 FOR ALL PLANT INFO. M 5. REFER TO ARCHITECT FOR SPA LINER, SPECS 6. REFER TO SHEET A 3.4 FOR FENCE AND HANDRAIL DETAILS 7. ALL PLANT MATERIAL TO BE SELECTED BY L.A. 8. ALL BOULDERS TO BE SELECTED BY L.A. REV: ISSUE DATE: MARCH 26, 2007 DRAWN: REVIEWED: LEGAL DESCRIPTION1 PHASE I AND 2 380 E, Lionshead Circle Town of Vail Eagle County Colorado NEW SOD PLANTING AIAI I 11RAIKIIII IIIIIII I rC%X/C% r fr*IX/ Af I\ a a 'k A 1 0 PROJECT NUM: • 1► IL A Q COLORADO LAND ART STUDIO INC., 2007