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/ / / / / / / / / / / / / / / / / / / / / <br />21.50" BUILDING FACE <br />A <br />#4 X 1:::) 6" O.C. <br />IL <br />L <br />21.50" <br />(TYP) <br />I — I <br />A <br />0 <br />N <br />0 <br />8" PVC <br />PVC <br />I ' <br />I <br />I <br />3—#4X u EACH WAY <br />TRUCK WELL CATCH BASIN DETAIL <br />N.T.S. <br />1972, 19720200.DWG 01-08-96 1:1PS 1:20MS WRC.PCP 1972-C1.PSD EJM <br />I <br />I <br />I <br />I <br />I <br />I <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 />7 <br />I <br />7 <br />EXIST! VG WATER <br />SERVICE <br />EXISTING SANITARY <br />SEWER SERVICE <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />zz <br />ELECTRICF— <br />TRANSFOrMER <br />. • • <br />130' <br />0 <br />14' UTLITY-- <br />EASEM ENT <br />DOS riNG <br />CURB - <br />!CUT <br />N <br />I <br />fo. <br />N <br />4 <br />SET NO 4 REBAR WIT <br />YELLOW PLASTIC CAP <br />P.L.S. 22094 <br />S89 -18'19"E <br />IMMO OEM OMNI OMB <br />• <br />4 4 4 •4 A <br />FUTURE SIDEWALK <br />SEE NOTE 3 <br />A <br />I <br />4 <br />4] <br />4 <br />F-5' SIDEWALK <br />LOT 15 <br />OEM 411111111•1 41/11.1.. 4100111 <br />4 • <br />170.0' <br />PACKAGE DEP OT <br />LOT 16, BLOCK 6 <br />COLORADO TECHNOLOGICAL <br />CENTER <br />12,155 SQ. FT. <br />FINISHED FLOOR ELEV=5330.5 <br />CENTER OF GRATE 3'NN <br />FROM FACE OF WALL <br />NN <br />11.11111.1••••11 <br />U <br />7 <br />V <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L_ <br />PRECAST <br />MONUMENT SIGN <br />W/ALU MIN UM LETTERS <br />11181111, <br />-BENCHMARK <br />ELEVATION 5329.18 <br />FOUND NO 4 REBAR WITH <br />YELLOW PLASTIC CAP <br />P.L.S. NO 15315 <br />N7918'19"W <br />41111111111 <br />It) <br />l <br />25' LIGHT <br />POLE <br />RETAINING <br />WALL <br />METAL SIGN <br />W/WHITE LETTERS <br />& GREEN BACKGROUND <br />26O86' <br />••111.11 <br />44 <br />12" x12" <br />CATCH al <br />BASIN <br />' <br />NP <br />(3 FUTURE <br />PARKING STALLS) <br />CURB & <br />GUTTER <br />41111111M OM/ MINI, <br />LOT 17 <br />44 <br />1'-4" <br />WARNING: <br />THIS AREA IS A <br />DETENTION POND <br />AND IS SUBJECT <br />TO PERIODIC <br />FLOODING TO A <br />DEPTH OF 12" <br />A <br />b <br />I I <br />FLOOD WARNING SIGN <br />N.T.S. <br />4. <br />FOUND NO 4 REBAR WITH <br />YELLOW PLASTIC CAP <br />P.L.S. 15315 <br />2 spaces <br />&to <br />4 <br />A)1,0 <br />0 <br />I I 17'0g <br />I I 1 1 <br />I I I I <br />I I <br />70.951 <br />NMI.' NINO <br />0 <br />1 ' <br />24' 17' <br />16 0 9' = 144.00' <br />TRASH ENCLOSURE -6' <br />HIGH WOOD FENCE <br />WHEEL --/ <br />STOPS <br />Cr) <br />00 <br />Q. <br />I <br />I <br />I <br />I <br />EXISTING GRATED MH <br />PRECAST UNIT MASONRY <br />RETAINING WALL—DESIGN <br />BY OTHERS <br />OUTLET <br />STRUCTURE <br />2.0' <br />±1 <br />9.7 <br />I <br />I <br />00 <br />06 <br />10' DRAINAGE <br />IEASEMENT <br />UNDEVELOPED LAND <br />"-25' LIGHT <br />POLE <br />NONE NINO <br />EXISTING 18" <br />w <br />0 <br />0 <br />I :(3 <br />z <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TRICKLE <br />CHANNEL <br />FLOOD WARNING SIGN <br />(SEE DETAIL) <br />/'STRUCTURE STRUCTURE <br />EXISTING GRATED MH <br />0 <br />10 <br />Ni7 <br />20 <br />40 <br />SCALE: 1" =20' <br />60 <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 />3. THE EXACT LOCATION OF, AND NEED FOR THE FUTURE SIDEWALK <br />WILL BE DETERMINED BY THE CITY IN RELATION TO THE MASTER <br />SIDEWALK PLAN (FUTURE) FOR THE COLORADO TECHNOLOGICAL <br />CENTER. <br />LEGEND <br />0 <br />0 <br />1;g <br />—WL– <br />WV <br />4). <br />DRAIN <br />FOUND REBAR AS NOTED <br />SET REBAR AS NOTED <br />FIRE HYDRANT <br />BENCHMARK AT BOTTOM FLANGE OF <br />FIRE HYDRANT ELEVATION AS NOTED <br />CURB & GUTTER FLOWLINE <br />2" WATER LINE <br />WATER VALVE <br />STORM SEWER MANHOLE <br />SANITARY SEWER MANHOLE <br />NOTE: DIRT PILE IGNORED <br />ARCHITECTURE <br />1580 LINCOLN <br />sum 1200 <br />DENVER, CO 80203 <br />303 861-5704 <br />VITIC <br />ENGINEE1IN, <br />950 SOUTH CHERRY S1REET <br />SUITE 404 <br />DENVER, COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br />FAX NO: (303) 758-3208 <br />PN 1972 <br />==I <br />0 <br />PROJ. NO. 59660.00 <br />DESIGNED: JK <br />DRAWN: EJM <br />CHECKED: DPK <br />DATE: 12-02-96 <br />REVISIONS: <br />©OZ ARCHITECTURE 1995 <br />PACKAGE DEPOT <br />SD <br />SHEET TITLE: <br />SITE PLAN <br />SCALE: 1"=20' <br />SHEET NUMBER: <br />CI <br />star 2 oF 6 <br />I. <br />I. <br />POSITION EDGE OF PRINT ON THIS LINE <br />POSITION EDGE OF PRINT ON THIS LINE <br />POSITION EDGE OF PRINT ON THIS LINE <br />POSITION EDGE OF PRINT ON THIS LINE <br />tiVSLO 839VVIN AG 831:18031:1 <br />ItiVgLO 8381AWIN AS 8313S038 <br />1:1VgL01:138VIIIN AS12130S038 <br />1:IVSLO 838001N AG 8301038 <br />NOIIVEiOdt100 010H NVld <br />VINHOdI1V9 '3NIN:11 <br />NOLLVd0d800 C110H NVld <br />VINEI0d11V3 '3NIN:11 <br />0 <br />r- <br />0 <br />CD <br />0 <br />Z <br />• <br />r- <br />-n <br />i:138A111N ONIAAVEICI <br />E1381AlfIN ONIAAV1:10 <br />i:138LAIFIN DNIAAVI:10 <br />8381AKIN ONIMVUO <br />