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Home My WebLink AboutDRB18-0335_approved plans_1534526808.pdfDRB APPROVED 8/17/2018 12:00:00 AM FA FA FA FA M 8208'-8" T.O. CONC. 1 1 1 1 1 1 2 15' Side Setback 15' Rear Setback15' Side Setback 20' Wide15' Wi de 4'-0"4'-0"4'-0"4'-0"4'-0"20' Front Setback1 1 1 1 2 3 3 2 2 2 RIM ELEV.:8238.41 INV. ELEV.:8230.72 MH 8A9-3 SEWER MANHOLE BASIS OF ELEVATION: MH 8A9.3.1 SEWER MANHOLE 30 28 3226 24 20 22 32 22 2438 3634308 08 10 12 18108 6 4 06 04 14 16 12 22 2 0 28 1412 2 4 3632 34 36 06 08 08 06 230 228 23 6 2 3 4 2 3 2 2 26 22422 222021 8 216 214 212 210 208 206 204 202 200 238 236 234 232 230 228 226 224 222 220 216 2 14 2 12 21 0 208 206 204 202 200 23 8 29.0' 32.0' 30.5' 29.0' 32.0' 33.0' Dry-Stacked Retaining Wall(seedetail 103) Dry-Stacked Retaining Wall (see detail 103) 25.0' Dry-Stacked Retaining Wall (see detail L1-102) 25.0' Inlet 30.12' Replace 4'-0" Concrete Pan 2'-6" Concrete Curb and Gutter Separate Zone for Heated Stairs 10.0' 10.0' 28.3' FFE: 208.9' FFE: 208.9'FFE: 208.9' 28.0'28.5' 2% 2% T.O.W. 33.0' 29.36 37.3'4%31.0'30.8' 2.1% 30.0' 29.4' (4" Step) 29.73 29.73 3% 17.5' 11.0'09.5' Inlet 09.0'2%208.9' 2% 10.5' 8.85' 09.2' 7.0' 11 . 8 % 208.9' 8.84'(3/4") 8.84' (3/4") 8.84'(3/4") 8.56' 3.8% 34.0' 10' @ 8%38.1' 38.1'38.2' Driveway heating zone 'A' 26.0' 24.5'27.5' 29.0' 30.5' T.O.W. 33.0' 20.0' 18.5 17.0' 17.0' T.O.W. 17.5' 12.5' 14.0' 15.5' 23.0' 36.0' 2% T.O.W. 24.5'T.O.W. 26.0' Boulder Wall (Typ.); 3-4' Moss rock boulders. See detail this sheet. Sloped Retaining Wall with Grade 14.0' 16.0' 21.0'20.0' 7.5%8.5' Inlet 8.5' 29.75' HP 32.5'T.O.W. 32.75' 29.75' T.O.W . 32.75' HP 32.5' Inlet 30.3' 35.0' 33.5' 20.0' 23.0' 24.0' 21.5' 36.5' 32.5' 29.4' 29.1' 29.4' 29.6' Inlet 29.0' 30.5' Cleanout El. 24.5' 16.5' T.O.W. 28.5' Weep Hole through wall for drainage 28.1' 28.1' 28.1'T R E N C H D R A I N Note: All Driveway and Parking areas shall be heated. Zone as indicated. Driveway heating zone 'A' T.O.W. 32.75' 29.75'3.1%Trench Drain: 9814 Channel Slope PrecastConcrete System with 9870Slotted Galvanized Steel Grate by Jay R. Smith Mfg.Co. T.O.W. 36.2' EXISTING SITE COVERAGE: 3,709 SF PROPOSED SITE COVERAGE: 454 SF PROPOSED DECK HOT TUB RELOCATION DASHED LINE REPRESENTS REMOVED HARDSCAPE DASHED LINE REPRESENTS NEW HARDSCAPE SITE COVERAGE: MAX. SITE COVERAGE 20% .478 ACRE (20,820 SF) ALLOWED: 4,164 SF EXISTING: 3,709 SF PROPOSED: 4,163 SF REQUIRED LANDSCAPE: 20,820 SF X (60%) = 12,492 SF (MIN. LANDSCAPE) 12,492 SF X (80%) = 9,994 SF (MIN. SOFTSCAPE) EXISTING LANDSCAPE: 20,820 SF - 3,709 SF - 3,072 SF (DRIVEWAY) - 1,454 SF (HARDSCAPE) = 12,585 SF (SOFTSCAPE) PROPOSED LANDSCAPE: 20,820 SF - 4,163 SF - 3,072 SF (DRIVEWAY) - 1,519 SF (HARDSCAPE) = 12,066 SF (SOFTSCAPE) NOT FOR CONSTRUCTION Project number Date Drawnby 8/17/2018 10:00:26 AMA0.1 SITE PLAN 245 FOREST ROADVAIL, COLORADO08/17/18 Author No. Description Date 1" = 10'-0"1 SITE PLAN DRB APPROVED 8/17/2018 12:00:00 AM PROJECT SUMMARY: PRIMARY / SECONDARY TYPE R DIV. 3 Zoning: Occupancy Classification: IRC 2015 Code: 1 A5.01 1 A5.11 SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER BUILDING SECTION IDENTIFICATION WALL SECTION IDENTIFICATION 1 A9.01 SHEET NUMBER DRAWING NUMBER DETAIL IDENTIFICATION INTERIOR ELEVATION IDENTIFICATION 1 A6.01 SHEET NUMBER DRAWING NUMBER ENLARGED DETAIL IDENTIFICATION AREA OF DRAWING TO BE ENLARGED SECTION MATERIAL GRAPHICS 23A 76H PARTITION TYPE; RE: PARTITION TYPE SCHEDULE PARTITION TYPE; RE: PARTITION TYPE SCHEDULE PARTITION TYPE IDENTIFICATION ACOUSTICAL PARTITION TYPE IDENTIFICATION 308 DOOR NUMBER DOOR IDENTIFICATION ROOM NAME 314 876.00 SF ROOM NUMBER ROOM/SPACE/AREA IDENTIFICATION ROOM NAME ROOM AREA A 1 COLUMN LETTER COLUMN LETTER COLUMN REFERENCE GUIDE STRUCTURAL GRID ELEVATION LEVEL NAME BATT INSULATION CONCRETE UNDISTURBED OR COMPACTED EARTH POROUS FILL (GRAVEL) STEEL ALUMINUM MASONRY - BRICK MASONRY - CONCRETE BLOCK RIDGID INSULATION GYPSUM PLASTER PLYWOOD FINISH WOOD EXTERIOR ELEVATION IDENTIFICATION 1 A4.01 A7.01 99 99 99 99 C1 WINDOW TYPESHEET NUMBER DRAWING NUMBER ? WINDOW IDENTIFICATION KEYNOTE IDENTIFICATION NOTE NUMBER 001 ASI REVISION IDENTIFICATION REVISION NUMBER REVISION DESCRIPTION ELEVATION DATUM IDENTIFICATION NOT FOR CONSTRUCTION Project number Date Drawn by 7/23/2018 9:24:16 AMA0 COVER 245 FOREST ROADVAIL, COLORADO07/23/18 BRM No. Description Date 245 FOREST ROAD VAIL, COLORADO NOT FOR CONSTRUCTION 07/23/18 k.h.webb Vail, Colorado SHEET INDEX DRB SUBMITTAL 07.23.2018 GENERAL NOTES PROJECT TEAM 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 CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE 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 INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. 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. ARCHITECTS: K.H. WEBB ARCHITECTS 710 W. LIONSHEAD CIRCLE, UNIT A VAIL, CO 81657 PH. 970.477.2990 CONTACTS: KYLE H. WEBB kyle@khwebb.com BRANDON MEYER brandon@khwebb.com INTERIOR DESIGNER: - ADDRESS LINE 1 ADDRESS LINE 2 PH. CONTACTS: NAME email GENERAL CONTRACTOR: SRE BUILDING ASSOCIATES 23698 HIGHWAY 24, SUITE D-2 MINTURN, COLORADO 81645 MAIL: PO BOX 6376 VAIL, COLORADO 81658 PH. 970.845.6359 CONTACT: STEVE ELICKER steve@srebuilds.com STRUCTURAL ENGINEER: MONROE-NEWELL ENGINEERS, INC. 70 BENCHMARK ROAD, SUITE 204 AVON, COLORADO 81620 MAIL: PO BOX 1567 AVON, COLORADO 81620 PH: 970-949-7768 CONTACT: PETER MONROE pmonroe@monroe-newell.com GEOTECHNICAL ENGINEER: HP KUMAR GEOTECHNICAL, INC 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 PH: 970-945-7988 CONTACT: STEVE PAWLAK, P.E. hpkglenwood@kumarusa.com MECHANICAL/ELECTRICAL ENGINEER: BG BUILDING WORKS 222 CHAPEL PLACE, UNIT AC-201 AVON, COLORADO 81620 PH: 970-949-6108 CONTACTS: DAN KOELLIKER LANDSCAPE ARCHITECT: CERES LANDSCAPE ARCHITECTURE PO BOX 2134 EAGLE, CO 81631 PH: 970-949-3286 CONTACT: SCOTT SONES SURVEYOR: EAGLE VALLEY SURVEYING P.O. BOX 1230 EDWARDS, CO 81632 970.949.1406 PH: 303-565-4963 CONTACT: STAN HOGFELDT Sheet # Sheet Name 07.23.2018 DRB SUBMITTAL IA0 COVER X A1 GRFA CALCULATIONS X A2 LOWER LEVEL ENLARGED PLAN X A3 MAIN LEVEL ENLARGED PLAN X A4 ROOF PLAN X A5 ELEVATIONS X DRB APPROVED 8/17/2018 12:00:00 AM GM82 0 0 8 21 0 8220 8230 823082308230 8220821 082 1 0 8200 81 98 8232 28.8 38.7 41.4 29.8 29.8 29.1 28.8 28.8 38.9 41.4 38.9 28.7 28.9 28.7 28.9 38.7 38.8 38.8 38.7 38.9 38.8 38.5 38.538.838.8 FND. PIN & ALUM.CAPL.S. #26598 10' W.C. UTILITY &DRAINAGE EASEMENT UTILITY& DRAINAGE EASEMENT BASIS ELEVATISEWERMANHOLMH 8A9-3INV.ELEV.:8RIMELEV.:8 0.478 AC. 245 PLASTICCAPL.S.#26626 FND. P&CL.S.#16827 5.0 PREV. FND. PIN & RED 5.0' ELEC OUTLET PVC VALVE(TYP) ELEC OUTLET GASMETER ROCKWALL (TYP) ROOFOVERHANG (TYP) FLAGSTONEWALK DECK X PEAK EL=8248.7' PAVER DRIVE TRENCHDRAIN DECK DECK PAVER DRIVE FLAGSTONEDRIVE X PEAK EL=8238.2' X PEAKEL=8238.0' GARAGESLAB EL=8228.5' ENTRY EL=8229.9' FLAGSTONE PATIO FLAGSTONEPATIO (ABOVE) PERGOLA(OUTLINE) (ABOVE) (ABOVE) PATIO(BELOW) ENTRY EL=8208.9' MAIN LOT 22 LOT 23 LOT 21 LOT 25 F O R E S T R O A D (50 ') LOT 24 N 81 °45' E - 150.30 S 1 0°47' E -1 35.97S 76°50'00%%34 W - 1 1 5.50N 1 3°1 0' W -1 48.1 4=0 R=6L=2T=1CLENBRGE LOWER LEVEL 1806 SF INTER LEVEL 1903 SF ADDITION 454 SF MAIN LEVEL 1806 SF EXIST. VAULT 396 SF GARAGE 690 SF ADDITION 454 SF ENTRY LEVEL 1213 SF 5 A1 NEW COLLAR-TIES AT 6'-0" O.C. PER STRUCT. 308 SF EXPOSED 451 SF EXPOSED 536 SF 2,054 SF 1,518 SF = 74% EXISTING LOWER LEVEL WALL AREA: SITE COVERAGE: MAX. SITE COVERAGE 20% .478 ACRE (20,820 SF) ALLOWED: 4,164 SF EXISTING: 3,709 SF PROPOSED: 4,163 SF PROPOSED SQUARE FOOTAGE: 1,806 SF + 454 SF (78% = 1,764 SF) 1,903 SF 1,806 SF + 454 SF 1,213 SF 690 SF - 600 SF = 90 SF 7,230 SF ACTUAL PROPOSED 7,256 SF ALLOWABLE PROPOSED 4,164 SF ALLOWED COVERAGE 4,163 SF PROPOSED COVERAGE EXISTING SQUARE FOOTAGE: 1,806 SF (74% = 1,337 SF) 1,903 SF 1,806 SF 1,213 SF + 396 (VAULTED) 690 SF - 600 SF = 90 SF 6,745 SF ACTUAL EXISTING 7,256 SF ALLOWABLE EXIST. 4,164 SF ALLOWED COVERAGE 3,709 SF EXISTING COVERAGE 308 SF EXPOSED 451 SF + 217 SF = 668 SF EXPOSED 536 SF 2,488 SF 1,952 SF = 78% PROPOSED LOWER LEVEL WALL AREA: 99 SF EXPOSED 99 SF EXPOSED 253 SF EXPOSED 253 SF EXPOSED 99 SF EXPOSED 99 SF + 217 SF = 316 SF EXPOSED 308 SF EXPOSED 308 SF EXPOSED EXISTING SITE COVERAGE: 3,709 SF PROPOSED SITE COVERAGE: 454 SF PROPOSED DECK HOT TUB RELOCATION 3 - MAIN LEVEL SOUTH 8,228' - 3" C D 16' - 0"EXISTING VAULTED SPACE NEW COLLAR-TIES AT 6'-0" O.C. PER STRUCT. EXIST. BEAM NOT FOR CONSTRUCTION Project number Date Drawn by 8/14/2018 3:23:29 PMA1 GRFA CALCULATIONS245 FOREST ROADVAIL, COLORADO08/14/18 BRM 3/32" = 1'-0"1 LOWER LEVEL FLOOR PLAN - GRFA 3/32" = 1'-0"2 MAIN LEVEL FLOOR PLAN - GRFA 1" = 20'-0"4 SITE PLAN No. Description Date 1/4" = 1'-0"5 VAULTED CEILING INFILL DRB APPROVED 8/17/2018 12:00:00 AM G8200 821 0 8220 8230 823082308230 8220821 0821 0 8200 8198 8232 28.8 38.7 41.4 29.8 29.8 29.1 28.8 28.8 38.9 41.4 38.9 28.7 28.9 28.7 28.9 38.7 38.8 38.8 38.7 38.9 38.8 38.5 38.538.838.8 FND. PIN & ALUM.CAPL.S. #26598 10'W.C. UTILITY &DRAINAGE EASEMENT UTILITY& DRAINAGEEASEMENT BASIS OFELEVATION:SEWERMANHOLEMH8A9-3INV.ELEV.:8230.72RIMELEV.:8238.41 0.478AC. 245 PLASTICCAPL.S.#26626 FND.P&CL.S.#16827 5.0 PREV. FND. PIN & RED 5.0' ELECOUTLET PVC SPRINKLERVALVE(TYP) ELECOUTLET GASMETER ROCKWALL(TYP) ROOFOVERHANG(TYP) FLAGSTONEWALK X PEAKEL=8248.7' PAVERDRIVE TRENCHDRAIN DECK DECK PAVERDRIVE FLAGSTONEDRIVE XPEAKEL=8238.2' XPEAKEL=8238.0' GARAGESLABEL=8228.5' ENTRYEL=8229.9' FLAGSTONEPATIO FLAGSTONEPATIO (ABOVE) PERGOLA(OUTLINE) (ABOVE) PATIO(BELOW) ENTRYEL=8208.9' MAIN LOT22 LOT 23 LOT21 LOT 25 F O R E S T R O A D (50') LOT24 N 81°45' E - 1 50.30 S 1 0°47' E -1 35.97S 76°50'00%%34 W - 1 1 5.50N 1 3°1 0' W -1 48.1 4=02°23'00"R=687.10'L=28.58'T=14.29'CLEN=28.58'BRG=N 78°01'30"E E F 4 5 6 TIM'S BEDROOM EXIST. MECH. CHASE BATHCLOSET DRESSER BUNK ROOM CLOSET27" LCD TVQUEENTWINTWIN CPT WD CPT KING EXISTING REMODELED ADDITION CPT TL PROPOSED MECH. CHASE A52 A5 3 A5 1 REUSE EXIST. WINDOW REUSE EXIST. WINDOWQUEEN TWIN EXISTINGADD. NOT FOR CONSTRUCTION Project number Date Drawn by 7/23/2018 9:26:02 AMA2 LOWER LEVEL ENLARGED PLAN245 FOREST ROADVAIL, COLORADO07/23/18 BRM No. Description Date 1/2" = 1'-0"1 LOWER LEVEL ENLARGED PLAN KEY DRB APPROVED 8/17/2018 12:00:00 AM G8200 8 21 0 8220 8230 823082308230 8220 8 21 0 821 0 8200 81 98 8232 28.8 38.7 41.4 29.8 29.8 29.1 28.8 28.8 38.9 41.4 38.9 28.7 28.9 28.7 28.9 38.7 38.8 38.8 38.7 38.9 38.8 38.5 38.538.838.8 FND. PIN & ALUM.CAPL.S. #26598 10'W.C. UTILITY &DRAINAGE EASEMENT UTILITY& DRAINAGEEASEMENT BASIS OFELEVATION:SEWERMANHOLEMH8A9-3INV.ELEV.:8230.72RIMELEV.:8238.41 0.478AC. 245 PLASTICCAPL.S.#26626 FND.P&CL.S.#16827 5.0 PREV. FND. PIN & RED 5.0' ELEC OUTLET PVC SPRINKLERVALVE(TYP) ELECOUTLET GASMETER ROCKWALL(TYP) ROOFOVERHANG(TYP) FLAGSTONEWALK X PEAK EL=8248.7' PAVERDRIVE TRENCHDRAIN DECK DECK PAVERDRIVE FLAGSTONEDRIVE XPEAKEL=8238.2' XPEAK EL=8238.0' GARAGESLABEL=8228.5' ENTRYEL=8229.9' FLAGSTONEPATIO FLAGSTONEPATIO (ABOVE) PERGOLA(OUTLINE) (ABOVE) PATIO(BELOW) ENTRYEL=8208.9' MAIN LOT22 LOT23 LOT21 LOT25 F O R E S T R O A D (50') LOT 24 N 81°45' E - 1 50.30 S 1 0°47' E -1 35.97S 76°50'00%%34 W - 1 15.50N 1 3°1 0' W -1 48.1 4=02°23'00"R=687.10'L=28.58'T=14.29'CLEN=28.58'BRG=N 78°01'30"E E F 4 5 6 BALCONY 1 157 EXIST. MECHANICAL CHASE DN 60" LINEAR F.P. W/ TV ABOVE DISPLAY SHELVES WRAPPED STONE EXISTING ADDITION PROPOSED MECH. CHASE PWDR FAMILYKITCHEN A52 A5 3 A5 1 REUSE EXIST. WINDOWS EXISTI NGADD. NOT FOR CONSTRUCTION Project number Date Drawn by 7/23/2018 9:26:42 AMA3 MAIN LEVEL ENLARGED PLAN245 FOREST ROADVAIL, COLORADO07/23/18 Author No. Description Date 1/2" = 1'-0"1 MAIN LEVEL ENLARGED PLAN KEY DRB APPROVED 8/17/2018 12:00:00 AM A 1 B C D E F 2 3 4 6 EXISTING ADDITION NEW METAL STANDING SEAM ROOF REPLACE EXIST. W/ MTL. STANDING SEAM ROOF NOT FOR CONSTRUCTION Project number Date Drawn by 7/23/2018 9:27:06 AMA4 ROOF PLAN 245 FOREST ROADVAIL, COLORADO07/23/18 Author No. Description Date ROOF PLAN DRB APPROVED 8/17/2018 12:00:00 AM 2 - LOWER LEVEL NORTH 8,208' - 7 3/4" 3 - MAIN LEVEL NORTH 8,219' - 7 3/4" 45 6 EXISTINGADDITION REUSE EXIST. WINDOW NEW RAILING TO MATCH EXIST. E F ADDITION REUSE EXIST. WINDOWS 2 - LOWER LEVEL NORTH 8,208' - 7 3/4" 3 - MAIN LEVEL NORTH 8,219' - 7 3/4" 4 5 6 ADDITION REUSE EXIST. WINDOWS NEW RAILING TO MATCH EXIST. NOT FOR CONSTRUCTION Project number Date Drawn by 7/23/2018 9:27:45 AMA5 ELEVATIONS245 FOREST ROADVAIL, COLORADO07/23/18 BRM No. Description Date 1/4" = 1'-0"1 NORTH ELEVATION PARTIAL 1/4" = 1'-0" 2 EAST ELEVATION PARTIAL 1/4" = 1'-0"3 SOUTH ELEVATION PARTIAL DRB APPROVED 8/17/2018 12:00:00 AM