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Inovonics 11 of 13 <br />DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />•.1 <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />1 <br />Mon May 22 12: 24: 09 2000 <br />4' <br />6" 3' 6' <br />I 1 <br />L <br />18"fi RCP b <br />#4 REBAR ON 12" CENTERS -4I J <br />BOTHWAYS (TYP.) <br />6" <br />GRADE BOX INTO SLOPE WITH <br />MINIMUM OF 6" EXPOSURE <br />'l <br />4.0"0 HOLE <br />NOTE: INSTALL CLOSE MESH <br />GRATE IN ACCORDANCE WITH <br />CDOH STD. M-604-10 <br />a.�......... <br />-EL 5298.20 <br />18"0 RCP h Iit. JA' - <br />#4 REBAR ON 12" CENTERS --/-1 <br />BOTHWAYS (TYP.) <br />4.0"0 HOLE <br />EL 5296.50 <br />EL 5296.00 <br />CONCRETE OUTLET STRUCTURE, <br />WITH STANDARD INLET GRATE <br />N.T.S. <br />DETENTION POND 4 <br />ELEVATION (FT.) ACCUMULATIVE VOLUME (C.F.) <br />5296.50 <br />5297.00 <br />5298.00 <br />5298.16 <br />5298.60 <br />5299.00 <br />4 1/2" <br />1/4"R <br />1 1/2`"R; <br />CONCRETE„ <br />0 <br />234 <br />4,120 <br />5,468 <= 10 -YEAR VOLUME <br />9,253 <= 100 -YEAR VOLUME <br />12,666 <br />RELEASE RATES <br />Q10 = 0.44 CFS <br />Q100 = 1.92 CFS <br />TOP OF POND <br />6N VERTICAL CURB (CATCH PAN) <br />N.T.S. <br />4 1/2" <br />1/4"R <br />1 1/ <br />CONCRETE <br />1.0' <br />--1 1/2" <br />9 • <br />1" <br />16" <br />6* VERTICAL CURB (SPILL PAN) <br />N.T.S. <br />VARIES (3' OR 4') <br />acv <br />1.5' OR 2' <br />4' <br />6i i " 3' 6' <br />L <br />18"0 RCP b <br />#4 REBAR ON 12" CENTERS ---fir <br />BOTHWAYS (TYP.) <br />6"_� <br />GRADE BOX INTO SLOPE WITH <br />MINIMUM OF 6" EXPOSURE <br />18"0 RCPh <br />- <br />6.0"0 HOLE <br />NOTE: INSTALL STD. GRATE <br />7IN ACCORDANCE WITH <br />CDOH STD. M-604-10 <br />r -EL 5292.70 <br />1 6.0"0 HOLE <br />#4 REBAR ON 12" CENTERS --/.I <br />BOTHWAYS (TYP.) <br />CONCRETE PAN DETAIL <br />N.T.S. <br />TYPE -M RIP RAP <br />VARIES <br />1.5' 0.5' <br />,RIP RAP DETAIL, <br />N.T.S. <br />TYPE II <br />BEDDING <br />- EL 5288.25 <br />-EL 5287.75 <br />CONCRETE. OUTLET STRUCTURE <br />WITH STANDARD INLET GRATE <br />N.T.S. <br />DETENTION POND 4-5 <br />ELEVATION (FT.) ACCUMULATIVE VOLUME (C.F.) <br />5288.25 <br />5289.00 <br />5290.00 <br />5291.00 <br />5291.31 <br />5292.00 <br />5293.00 <br />5293.00 <br />5294.00 <br />GEO-FABRIC <br />TREVIRA SPUNBOUND #1114 <br />(OR APPROVED EQUAL) <br />0 <br />625 <br />4,181 <br />10,919 <br />12,197 <= 10 -YEAR VOLUME <br />20,044 <br />31,363 <br />31,412 <br />45,097 TOP OF POND <br /><_ <br />100 -YEAR VOLUME <br />RELEASE RATES <br />Q10 = 1.34 CFS <br />Q100 = 5.72 CFS <br />f 4100 <br />NOTICE: DU1Y OF COOPERATION <br />Release of these plans contemplates <br />further cooperation among the owner, his <br />contractor and the architect. Design and <br />construction am complex. Although the <br />architect and his consultants hove <br />performed their services with due core and <br />diligence, they cannot guarantee perfection. <br />Communication is imperfect, and every <br />contingency cannot be anticipated. My <br />ambiguity or discrepancy discovered by the <br />use of these plans shall be reported <br />immediately to the architect. Foams to <br />notify the architect compounds <br />misunderstanding and increases <br />construction wets. A failure to cooperate <br />notice to the <br />l <br />rreerien thhee architect from responsibility for <br />all consequences. Charges mode from the <br />pians without consent of the architect are <br />unauthorized, and shall relieve the architect <br />of responsibly for all consequences <br />arriving out of such changes. <br />N <br />O <br />(f)L' <br />CC' <br />r'4 <br />c:4 n <br />(Y <br />Zc-5) <br />CQ <br />1:4.1 <br />J <br />,.n ---I <br />J <br />(l) <br />J <br />(f) <br />CDJ <br />Garth Braun Associates. P.C. <br />Architecture • Pianninct <br />Development Consulting <br />954 Pearl Street <br />Boulder, CO 80302 <br />303/447-1859 <br />JOB NO <br />DRAWN <br />CHECKED: <br />DATE 09/27/99 <br />146-13 <br />FEVISEla 09/27/99 <br />11/01/99 - CITY COMMENTS <br />11/29/99 - CITY COMMENTS <br />04/20/00 <br />