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HomeMy WebLinkAboutB15-0041_XBS-2_1470342600.pdf252'-10" 242'-9" 46 48 44 46 44 248'-10" 46'-9" 250'-4" 265'-3" 254'-0 3/4" 257'-9 1/2" 261'-6 1/4" EXISTING POWER TRANSFORMERS TO REMAIN EXISTING POWER POLE TO REMAIN 66 68 70 72 74 8236 8238 8240 8242 8244 8246 8248 8250 8252 8254 8256 8258 82 6 0 8262 8264 8266 8270 8272 8274 8276 8278 8 2 8 0 8282 8284 8266 8268 8270 8272 8274 8276 8278 8280 826 28260 8258 8256 8254 8252 52 50 48 50 64 74 54 52 50 54 58 62 48 64 60 65 50 52 52 50 48 54 56 58 56 48 46 44 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 27 SOIL NAILS 1 THROUGH 9 & 44 THROUGH 57 ARE FOR TEMPORARY EXCAVATION SUPPORT AND SOIL NAILS 10 THROUGH 43 ARE FOR TEMPORARY (ABOVE PROPOSED FINAL GRADE) AND PERMANENT (BELOW PROPOSED FINAL GRADE) EARTH RETENTION. 7 8 SEE SHEET XBS-3 FOR DEVELOPED ELEVATION VIEW PROPERTY LINE PROPERTY LINE 5267 EXISTING GRADE LEGEND PROPOSED EXCAVATION GRADE 5196 SOIL NAIL IDENTIFICATION 1 PROPOSED FOUNDATION WALL TEL: 303-791-9911 FAX: 303-791-0967 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 JOB NO. : 5520 SHT. 2 OF 3 XBS-2 DWG. NO. DWN BY: EBW CKD BY: JVW ISSUED: 11-10-2014 103 ROCKLEDGE ROAD - VAIL COLORADO SHAEFFER HYDE CONSTRUCTION 41011 HIGHWAY 6 AVON, COLORADO 81620 PH: 970.790.1526 NOTE: BEFORE CONSTRUCTION COMMENCES, A UTILITY LOCATE MUST BE PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES IN THE VICINITY OF THE SITE. THE EARTH RETENTION DESIGN WILL BE REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL UTILITY LOCATIONS BECOMES AVAILABLE. SCALE: 1/8" = 1'-0" PLAN NORTH PLAN VIEW 08/04/16