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DRAWING NUMBER <br />DRAWING NUMBER <br />g <br />z <br />CC0 <br />a <br />U <br />z Q <br />5 <br />0 <br />2 <br />Z <br />0 <br />Q <br />cc <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />Page 3 of 3 <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />POSITION EOG! dM ImtS :III <br />POSITION EDGE OF PRINT OM THIS <br />DWG. SIZE <br />co <br />x <br />N <br />• a <br />z <br />0 <br />3 0 <br />o <br />a <br />%% <br />„„ <br />\ <br />\1 <br />30' <br />LOT <br />i <br />PROPERTY LINE <br />343 <br />3 <br />2841 <br />I LOT 8 <br />DE1NTION POND EL. = 42.1 <br />VOL = 8689 CU.FT. <br />VOLI0 = 2534 CU.FT. <br />VOL1100 = 4178 CU.FT. <br />ob <br />45 <br />..54.40'—X 283.31' <br />ACCESS EASEMENT <br />EXISTING <br />BUILDING <br />LOT 9 <br />/ <br />ING <br />RETE <br />\y/ <br />\\k/,' <br />% \ /\ <br />- ` PARKING <br />\, EASEMtNT <br />EX\IST. ;ONC. TO BC <br />EMOVE) REPLACED <br />W/ <br />24""RCP <br />tV <br />EXIST. 4' WIDELIRRIGATIO <br />'a, . - ,,u; Ni i �r'�' 4; A•' _ a"_"; .✓5.,.�" : ,c - ;,, i ..'• ... a,d �,, .,.,.Z".. ".'„"': ya°.' o, . R,. �I •1•: <br />•Aad ,?.•A" d'd �':.e^�y .a.r�"„ '� YV•.a+g �f'arr.'ys^+�,, »^� ..r '.s -� d� ,,+� /+a,' <br />^'T _ '� „�A"" aPa'.�.'e-Y'e#'�° g("'W' y� <br />DITCH CHANNEL <br />'-DITCH EASEMENT' N 89'45'20" w— 275 -.09 -!-- <br />ON NI.. <br />011-1111. OM OP <br />MO -' <br />/- <br />5340 <br />R=23.00' (R & AM) <br />L=30.57' (R) <br />L=30.54' (AM) <br />A=76'08'40" (R) <br />X=76'04'54" (AM <br />ce <br />W <br />W <br />CURB AND \GUTTER TYPE `2 SECTION IIB 8" I <br />CONC. HEADER W <br />3"0 ORIFICE <br />Q vg = 1.62 US., <br />j' Q10 <br />P EL = . 0.9U43.0S'., <br />TO <br />W <br />CHERRY., STREET <br />'SAN <br />MH—D <br />SAN <br />UPJ <br />GRADING PLAN <br />—SAN i SAN ? SAN <br />(60'-,;Ko.W.) <br />SAN <br />1"=20' <br />1. BENCHMARK INFORMATION: A 2 1/2" ALUMINUM CAP SET IN CONCRETE, <br />104TH STREET AT NORTH SIDE OF HWY 42, THIS BEING THE NORTHEAST <br />CORNER OF SECTION 16. ELEVATION 5298.46', CITY OF LOUISVILLE . DATUM. <br />(ASSUMED ELEV. 36.09' = 5320.73' USGS PER CITY OF. LOUISVILLE) <br />2. THE BEARINGS USED FOR THIS SURVEY ARE BASED ON THE PLAT OF <br />COLORADO TECHNOLOGICAL CENTER. <br />3. UTILITIES SHOWN ON THIS PLAN ARE BASED ON SURFACE: EVIDENCE <br />& PUBLIC SERVICE MAPS. <br />4. ELEVATIONS SHOWN AT CURB & GUTTER ARE AT FLOWLINE. ADD 0.50 <br />TO FLOWLINE ELEVATIONS TO ARRIVE AT TOP OF CURB ELEVATION. <br />-- _ <br />CURB CUT <br />W <br />5339 <br />0 <br />M <br />W <br />INC. <br />ZEILER—PENNOCK,INC. <br />ENGINEERS — ARCHITECTS <br />2727 BRYANT STREET <br />DENVER COLO. 80211 <br />(303)455-3322 <br />REVISION <br />DATE <br />SHEET <br />10-12-94 <br />GP <br />