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DRAWING NUMBER <br />REORDER BY NUMBER 075AR <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />• <br />z <br />0 <br />cc0 <br />U <br />5 <br />a <br />REORDER BY NUMBER 075AR <br />LOT 11 <br />I CTC INDUSTRIAL PARK <br />LOT 12 <br />} <br />} <br />-t <br />1 <br />I <br />10' TYPE 'R' INLET <br />4 <br />4 <br />• <br />TA YL OR AVENUE <br />60' P.O.W. <br />44' FL -FL <br />• <br />• <br />77t"'" <br />r <br />LOT 15 <br />..'5329 7 <br />5332.00 <br />5332 <br />//// 777/7//////////77/77/ ////////////////// <br />/ LOT 16 <br />/ 52,178 s. f. <br />/ <br />/ <br />/- <br />/ <br />/ <br />/ <br />//7 <br />5328.38 <br />• <br />5332.25 x <br />{ <br />PROPOSED BUILDING <br />15,015 s. f. <br />t F.F. = 5330.5 <br />//////////////A///////// / ///l //// 7///// <br />/1 1\ 5330 % 1 <br />r <br />5329.65 7 <br />- LIMIT OF WATER <br />SURFACE ELEVATION <br />TYPE 13 INLET 16A <br />GRATE ELEV. = 5327.00 <br />INV. = 5324.33 <br />532850 1{ ® p.2x <br />/\9.29 L.F. 15" H•D'p'"P53272s....".."---..- .c._•:._/7--� <br />5328.25 <br />5329.2: <br />5329.25 <br />5328.1244 <br />• <br />15327.00 • <br />t/5328.0.9 <br />9.00 <br />5327.35, <br />7 <br />5329 <br />5328• --.� <br />-TYPE 13 INLET <br />IGRATE ELEV. = <br />INV = 5323.96 <br />5327.00 <br />r <br />5327.10 <br />5327.15/ <br />CATCH CURB <br />THIS SIDE <br />FLOOD WARNING <br />53� SIGN (SEE DETAIL) <br />5327.00 <br />33?7.23 <br />CC <br />5327.30/ <br />CATCH CURB <br />THIS SIDE SPILL CURB <br />AND GUTTER <br />(TYP.) <br />5330.00 <br />Pond Area: = 12,654 s. f <br />Water Surface 1 E/evation = 5328. CP <br />• Pond Volume = 7866 c. f. <br />5327.50 <br />'_•�� �. /t 154 <br />�J <br />•• .. <br />UTILITY EASEMENT <br />METAL SIGN <br />101/ TE LETTERS <br />GREEN BACKGROUND <br />5328.00 <br />5329 <br />..:::.4.41112OO29 <br />• 5.. <br />TYPE 13 INLET 16C <br />WITH RESTRICTOR PLATE <br />GRATE ELEV. = 5327.00 <br />INV. = 5323.52 <br />(SEE DETAIL) , <br />1f.1 <br />LOT 17 <br />1'-4" <br />5327.00 <br />1 <br />EXISTING GRATED MH <br />GRATE ELEV. = 5326.0 <br />INV. - 5321.4 <br />1 <br />81 <br />A••• <br />53 <br />®S7S4' <br />. <br />1 <br />7.50 <br />5327.50 <br />327.50 <br />1 <br />Ara <br />1 <br />5329 ODx <br />• <br />WARNING: <br />THIS AREA IS A <br />DETENTION POND <br />AND IS SUBJECT <br />TO PERIODIC _ <br />FLOODING 70 A <br />DEPTH OF 12" <br />1 <br />FLOOD WARNING SIGN <br />i <br />0 <br />.1 <br />I I III I II 11111 11 111111 <br />5327 <br />NATURAL <br />GROUND <br />5326 <br />5329.00 <br />EMERGENCY /OVERFLOW <br />SPILLWAY/ <br />ELEV. = f328.00' <br />! f I <br />/°} /EXISTING GRATED MH <br />1 GRATE ELEV. = 5324.0 <br />r \ f INV. = 5320.0 <br />1 i k <br />10' DRAINAGE EASEMENT <br />TYPICAL SWALE A -A <br />N. T. S. <br />20 <br />0 <br />GRAPHIC SCALE <br />10 20 <br />I i <br />40 <br />NA 7URAL <br />GROUND <br />( IN FEET ) <br />1 inch = 20 ft. <br />NOTES: <br />1. DRAINAGE IS CONTAINED ON SITE AND IS <br />NOT SUBJECT TO OFFSITE DRAINAGE. <br />2. ALL ELEVATIONS SHOWN ARE FLOWLINE <br />OR FINISHED GRADE. <br />1' MIN. <br />VARIES <br />Y'QR/ES <br />TYPICAL SWA/,E B -B <br />N. T.S. <br />PROPOSED <br />j BUILDING <br />ao <br />LEGEND <br />Z <br />O - a <br />Swale Flowline <br />Existing Contour <br />Proposed Contours <br />Flow Arrow <br />Proposed Storm <br />Drainage Line <br />Existing Storm <br />Drainage Line <br />Colorado Technological Cen ter <br />LOT 16, BLOCK 6 <br />P.U.D. <br />Master Drainage Plan <br />SCALE HOR. 1"=20' <br />VERT. N/A <br />DESIGN MJL <br />DRAWN MJL <br />FILE NAME 242MD <br />AP(PROVFD TRL <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />3055 47th Street, 1-2 , <br />Boo{der, Colorado. MI' (909) 449-9105 <br />JOB NO. 202034 DATE 8/12/96 SHEET 3 of 5 <br />