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1972, 19720200.DWG 01-08-96 1:1PS 1:20MS WRC.PCP 1972—C2.PSD EJM <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />i <br />I <br />1 <br />I► <br />d. <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />1 <br />SET NO 4 REBAR WITH <br />YELLOW PLASTIC CAP <br />P.L.S. 22094 <br />V — <br />X 53P30.50 <br />d4 <br />•• <br />�1 <br />S8918'19"E <br />3330 <br />MINIM IMIND <br />I <br />I <br />I <br />C 5329 <br />1•11.010 1I•IMP <br />t <br />111111111111111112111112111211111111111111211. <br />d. <br />260.86' <br />5328 <br />.4 <br />I <br />a <br />FOUND NO 4 REBAR WITH <br />YELLOW PLASTIC CAP <br />P;.L.S. 15315 <br />.` _ <br />—i <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />PACKAGE DEF/OT <br />LOT 16, BLOpK 6 <br />COLORADO TECHNOLOGICAL <br />CENTER <br />12,155 SQ. FT. <br />FINISHED FLOOR! ELEV=5330.5 4 <br />t: <br />U) <br />28.5 <br />30.5X <br />30/5)( <br />/ <br />14' UT:LITY— <br />EASEM ENT <br />EXISTING <br />CURB - <br />ICU <br />PRECAST UNIT MASONRY <br />RETAINING WALL -DESIGN <br />BY OTHERS <br />10' DRAINAGE <br />EASEMENT <br />UNDEVELOPED LAND <br />N. <br />(.0 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />i <br />r 29.0 28.76 <br />A28.68 <br />p <br />I L <br />'•o9 <br />1 1 <br />_L.._J <br />.�� — <br />-BENCHMARK <br />ELEVATION 5329.18 <br />FOUND NO 4 REBAR WITH <br />YELLOW PLASTIC CAP <br />P.L.S. NO 15315 <br />- r� <br />N89°18'19"W <br />UMW <br />a <br />— <br />OMR SWIM =MO 111111MMmmo 1 WIMP <br />LOT 17 <br />260.95' <br />WON <br />NNW 0111100 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />0 10 20 40 60 <br />SCALE: 1" =20' <br />NOTES: <br />1. BASE MAP PREPARED BY CLEAR MOUNTAIN SURVEYING, INC. <br />11-25-96, JOB NO. K 209 699. <br />2. DIMENSIONS ARE TO FLOW LINE, OUTSIDE FACE OF FOUNDATION <br />AND EDGE OF ASPHALT, UNLESS OTHERWISE NOTED. <br />LEGEND <br />– — — EXISTING INTERMEDIATE CONTOUR <br />----5300--- EXISTING INDEX CONTOUR <br />PROPOSED INTERMEDIATE CONTOUR <br />---5300-- PROPOSED INDEX CONTOUR <br />X5300.00 PROPOSED SPOT ELEVATION <br />HP HIGH POINT <br />ARCHITECTURE <br />1580 LINCOLN asAdalli <br />SUITE 1200 <br />DENVER, CO 80203 <br />303 861-5704 <br />wP'c <br />ENGINEEF1ING, INC <br />950 SOUTH CHERRY STREET <br />SUITE 404 <br />DENVER, COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br />FAX NO: (303) 758-3208 <br />PN 1972 <br />• <br />1--1 <br />PROJ. NO. <br />DESIGNED: <br />DRAWN: <br />CHECKED: <br />59660.00 <br />JK <br />EJM <br />DPK <br />DATE: 12-02-96 <br />REVISIONS: <br />©OZ ARCHITECTURE 1995 <br />PACKAGE DEPOT <br />SD <br />SHEET TITLE: <br />GRADING PLAN <br />SCALE: 1"=20' <br />SHEET NUMBER: <br />C2 <br />S» 3 of s <br />POSITION EDGE OF PRINT ON THIS LINE <br />dVSLO H38NI1N A8 830803ti <br />U381/1f1N ONIMVUO <br />POSITION EDGE OF PRINT ON THIS LINE <br />i <br />tiVSLO ti38NfTN A8 1:13OH031:1 <br />1:111SLO 838WFTN A8 11301:10311 <br />1:1VSLO d38NIlN AEI 1:1301:1031ti <br />z <br />0 <br />r <br />0 <br />C0 <br />VINH0311VO '3NIAJI <br />z <br />0 <br />0- <br />0 <br />0 <br />0 <br />z <br />VINH03I1V3 '3NIA I • <br />d38Wf1N ONIMWdO <br />d38U1f1N DNIMVUO <br />s <br />z <br />0 <br />r <br />0 <br />0 <br />O <br />0 <br />VINtiodnvO '3NIAU1 • <br />8381A1f1N ONIMVUO <br />