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HomeMy WebLinkAboutB15-0274_A2.1_1460575800.pdf0.5' 0.5'0.5' 0.6' 0.8' 0.8' 0.6' 0.6' 0.8' PHONE PED. ELEC. METER LIGHT (TYP.)10'UTILITY EASEMENT 10.00' 8190 8200 8210 82208230 8240 42 33.9 36.6 37.6 38.2 38.8 39.2 39.8 40.1 40.3 40.3 40.4 40.5 40.7 40.7 40.4 39.7 39.2 38.7 38.5 38.3 39.1 39.8 40.4 40.340.2 40.1 40.3 40.5 40.8 40.0 40.2 40.0 40.8 42.1 42.1 42.8 40.1 40.4 40.7 41.3 41.9 42.4 43.2 43.9 44.4 44.8 45.0 45.4 45.7 45.8 46.1 46.1 45.9 45.6 45.3 44.9 44.7 44.5 44.0 43.6 43.1 42.3 41.7 41.4 41.1 40.9 40.9 41.4 42.0 42.6 43.3 44.0 44.6 45.2 45.7 45.9 43.7 43.4 44.4 43.7 43.6 43.6 42.3 41.9 41.9N 12°20' E 126.06'N 77°40' W 157.42' S 72 °50' E 157.98'S 12°20' W 112.75'TERRACED ROCK WALL (TYP.) 0'10'20'30' FOUND PIN & CAP L.S. No. 16827 REPRESENTS AN 0.2' TRUNK EVERGREEN TREE SEWER MANHOLE (APPROXIMATE LOCATION FROM U.E.V.S.D. AS-BUILTS) (INV. ELEV. = 8184.0' FROM AS-BUILTS) MH 8-A-5.1 REPRESENTS AN 0.2 REPRESENTS AN 0.5' TRUNK EVERGREEN TREE REPRESENTS AN 1.0' TRUNK EVERGREEN TREE REPRESENTS AN 1.5' TRUNK EVERGREEN TREE REPRESENTS AN 0.5 REPRESENTS AN 1.0 FND PIN & CAP L.S. # ILLEGIBLE FND ALUM PIN & CAP (3' TRUNK DIA.) LOT 26 FOREST ROAD (50' R.O.W.) LOT 30 LOT 28 LOT 31 GV GV GV GV 0.5' 0.5' 0.5' 0.5' 0.6' 0.8' 0.8' 0.8' 0.5' 0.8' 0.6' 0.6' 0.8' PHONE PED. ELEC. METER LIGHT (TYP.) 1 0'UTILITY EASEMENT 10.00' SEWER CLEANOUT 8240 8240 8 190 8 200 8 210 8 2208 230 8230 8 240 42 44 42 33 .9 33.8 33.5 36.6 36.6 37 .6 38 .2 38 .8 39 .2 39 .8 40 .1 40 .3 40 .3 40 .4 40 .5 40 .7 40 .7 40 .4 39 .7 39 .2 38 .7 38 .5 38 .3 39 .1 39 .8 40 .4 40 .340 .2 40 .1 40 .3 40 .5 40 .8 40 .0 40 .2 40 .0 40 .8 42 .1 42 .1 42 .8 40 .1 40 .4 40 .7 41 .3 41 .9 42 .4 43 .2 43 .9 44 .4 44 .8 45 .0 45 .4 45 .7 45 .8 46 .1 46 .1 45 .9 45 .6 45 .3 44 .9 44 .7 44.5 44 .0 43.6 43 .1 42 .3 41 .7 41 .4 41 .1 40 .9 40 .9 41 .4 42 .0 42 .6 43 .3 44 .0 44.6 45 .2 45 .7 45 .9 43 .7 43 .4 44.3 44.4 43.7 43.6 43.4 43.6 43.5 43.4 42.3 41.9 41.9 N 12°20' E 126.06'N 77°40' W 157.42' S 72 °50' E 157.98'S 12°20' W 112.75'WOOD RET. WALL TERRACED ROCK WALL (TYP.) 0' 10' 20' 30' FOUND PIN & CAP L.S. No. 16827 REPRESENTS AN 0.2' TRUNK EVERGREEN TREE SEWER MANHOLE (APPROXIMATE LOCATION FROM U.E.V.S.D. AS-BUILTS) (INV. ELEV. = 8184.0' FROM AS-BUILTS) MH 8-A-5.1 REPRESENTS AN 0.2 REPRESENTS AN 0.5' TRUNK EVERGREEN TREE REPRESENTS AN 1.0' TRUNK EVERGREEN TREE REPRESENTS AN 1.5' TRUNK EVERGREEN TREE REPRESENTS AN 0.5 REPRESENTS AN 1.0 FND PIN & CAP L.S. # ILLEGIBLE FND ALUM PIN & CAP (3' TRUNK DIA.) LOT 26 F OREST ROAD (50' R.O.W.) LOT 29 LOT 30 LOT 28 LOT 31 GV GV GV GV GV N 77 °40' W 157.42' 36 38 40 42 44 12% 12% 8% 12% 36 40 38 42 44 38 36 32 34 (42.6) (42.0) (40.5) (40.0) 40.33 (40.9) (41.4) tw:39.5 tw:39.0 tw:42.5 bw:38.8 43.7 tw:46.0 tw:43.0 td:35.0 bw:38.8 bs:33.0 39.4 tw:46.0 tw:40'-3" 37.0 tw:43-3" tw:36-3" 43.0 tw:40'-0" tw:35'-0" (44.0) (45.2) (45.7) (43.3) (44.6) 40 42 38 36 34 44 44 40 42 N 77°40' W 157.42' 36 3 8 4 0 42 4 4 12% 12% 8% 12% 36 40 38 42 44 38 36 3 2 34 (42.6) (42.0) (40.5) (40.0) tf:44.5 bf:43.0 40.33 (40.9) (41.4) wf:43.5 tw:39.5 tw:39.0 tw:42.5 bw:38.8 43.7 tw:46.0 tw:45.0 tw:43.0 td:35.0 bw:38.8 42.8 bs:33.0 39.4 t w:46.0 tw:40'-3" 37.0 t w:43-3" tw:36-3" 4 3.0 tw:40'-0" tw:35'-0" (44.0) (45.2) (45.7) (43.3) (44.6) 40 42 38 36 34 44 44 40 4 2 bw:12.0 bw:13.5 bw:3.9 6 10 12 10 12% 12% 8% 12% (42.6) (42.0) (40.5) (40.0) 40.33 ( 40.9) ( 41. 4) tw:39.5 tw:39.0 t w:42.5 b w:38.8 tw:43.0 td:35.0 b w:38.8 39.4 4 0 4 2 38 3 6 34 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE T.O. ROOF STRUCT. @ 66' - 2 1/2" 20' FRONT SET BACK1 5' SIDE SET BACK15' SIDE SET BACK 10 12 14 16 18 20 22 24 26 28 30 32 34 08 06 04 10 12 14 16 18 20 22 24 26 28 30 32 34 08 06 04 2" / 12" 2" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" T.O. ROOF STRUCT. @ 57' - 0" OPEN TO BELOW 4' UNHEATED CONC. PAN (CENTER OF PAN 2" LOWER THAN SIDES) HATCHED REGION SHOWS DRIVEWAY SNOW MELT HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A SEPARATE ZONE AND LABELED AT THE CONTROL BOX MECHANICAL / PLUMBING PLANS TO REFLECT FIXTURES ON BACK WATER VALVE AS REQ'D BY THE IPC T.O. ROOF STRUCT. @ 57' - 0" T.O. CHIMNEY CAP @ 66' - 2" T.O. ELEVATOR MASS 66' - 2 3/4" T.O. ROOF STRUCT. @ 62' - 0 3/16" NEW 4" WATER SERVICE LINE CONNECTS TO 'T' TO CURB STOP PROPOSED CURBSTOP @ PROPERTY LINE W PROPOSED UNIT WATER SERVICE LINE W W W W W W W S S S S S S S S G T P E LINE OF EXISTING WALL TO BE REMOVED EXISTING PARKING AREA TO BE REMOVED #1 EXISTING GRADE @ 53' - 6" EXISTING GRADE @ 23' - 8" PRE-EXISTING GRADE @ 30' - 8" #2 PRE-EXISTING GRADE @ 31' - 0" #3 #4 PRE-EXISTING GRADE @ 27' - 0" #5 PRE-EXISTING GRADE @ 37' - 0" #6 (1) 9X19 EXT. PARKING SPACE (2) 9X18 ENCLOSED PARKING SPACES (1) 9X19 EXT. PARKING SPACE (1) 9X18 ENCLOSED PARKING SPACE (1) 9X18 ENCLOSED PARKING SPACE E E G G G G G G PROPOSED GAS METER LOCATION PROPOSED ELEC. METER LOCATION T P T.O. DECK STRUCTURE @ 53' - 8 7/8" PRE-EXISTING GRADE @ 24' - 6" T.O.W. @ 42' - 11" T.O. METAL GRATE DECK @ 29' - 9" T.O. METAL GRATE DECK @ 16' - 4 5/8" 26 24 22 20 28 30 54' - 2 3/8" 32 34 36 38 40 BBQ HOOD EXHAUST, MECH. INTAKE AND EXHAUST, AND PLUMBING VENTS LOCATED IN CHIMNEY T.O. TRELLIS 62' - 4 1/2" PROPOSED DRAINAGE EASEMENT 5' - 0" SNOW STORAGE AREA IS 110 SF GENERAL NOTES: LOT SIZE IS .4315 ACRES EQUAL TO 18,796 SF 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 2.) EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 18 LIGHTS ARE ALLOWED. 18 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). ROOF CALCULATIONS SHOWN ARE FOR UPPER ROOF ONLY WHERE THE ROOF IS CLOSER TO THE BUILDING HEIGHT LIMIT *1- ROOF EAVE HEIGHT @ SHEATHING = 53' - 6 3/4" PRE-EXISTING GRADE BELOW EAVE = 23' - 8" ROOF HEIGHT = 29' - 10 3/4" *2- ROOF EAVE HEIGHT @ SHEATHING = 57' - 0" PRE-EXISTING GRADE BELOW EAVE = 27' - 0" ROOF HEIGHT = 30'- 0" *3- ROOF EAVE HEIGHT @ SHEATHING = 53' - 6 3/4" PRE-EXISTING GRADE BELOW EAVE = 23' - 8" ROOF HEIGHT = 29' - 10 3/4" *4- ROOF EAVE HEIGHT @ SHEATHING = 62'- 3 3/4" PRE-EXISTING GRADE BELOW EAVE = 30'- 8" ROOF HEIGHT = 31' - 7 3/4" *5- ROOF EAVE HEIGHT @ SHEATHING = 63'- 6" PRE-EXISTING GRADE BELOW EAVE = 31'- 0" ROOF HEIGHT = 32' - 6" *6- ROOF EAVE HEIGHT @ SHEATHING = 66' - 4 5/8" PRE-EXISTING GRADE BELOW EAVE = 37' - 0" ROOF HEIGHT = 29' - 4 5/8" 4.) LANDSCAPE AREA CALCULATIONS: SEE SHEET A2.8 5.) SNOW STORAGE CALCULATIONS: IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE TOTAL HEATED DRIVEWAY AREA= 1,086 SF THEREFORE 108.6 SF IS NEEDED FOR SNOW STORAGE TOTAL SNOW STORAGE AREA PROVIDED= 110 SF, WHICH EXCEEDS THE REQUIREMENT OF 108.6 SF. 6.) TOTAL NUMBER OF TREES BEING REMOVED IS 43: (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 23 DECIDUOUS 20 CONIFEROUS 7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. 8.) ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HARDPIPE TO DAYLIGHT. 9.) SEE A3.1, A3.2, AND A3.3 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS. Scale Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Issue Date REVISION As indicated 8/21/2015 11:29:54 A2.1 SITEPLAN AG HB 165 FOREST RD VAIL, CO 08/21/2015 VAIL VILLAGE FILING 1, BLOCK 7, LOT 29 REVISED BUILDING PERMIT SET 1" = 10'-0" 1 SITE PLAN No. Revision Date Revision Description SNOW STORAGE NOTED DRAINAGE EASEMENT NOTED 04/13/16