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� oo <br />20' CLASS 200 PVC <br />2+ 00 <br />+ MATCH EXIST, <br />PAVEMENT GRADE <br />EX15T EP � _ <br />20, <br />A <br />.. - <br />,h <br />4 4 <br />o *GATE 6 4 ,_ 7 0 <br />41 <br />26 <br />3,> S <br />R,s <br />�'s h <br />�E 6315.29x <br />0 44.991 A7 <br />4 4 4 7� <br />E 507. 154 <br />SCALE: 1" =24' ��'- l . <br />37 9 <br />r4. <br />FOR GRADING, DR NAGE, <br />AND PAVING AILS, <br />SEE EET 19 <br />l> <br />S <br />r AC/8" AB <br />6' CHAIN LINK <br />FENCE W/ BROWN <br />PLASTIC SLATS <br />�o <br />v b` <br />ci2 <br />0 <br />6144 <br />3c" <br />PUMP <br />HOUSE <br />DOUBLE GATE <br />m. <br />_2 09' rz Q 3 0 <br />SEE DWG. D-12 a a lqU-) <br />ON SHT: 27 �- <br />a <br />aX ,5c� <br />\ <br />3 <br />44 <br />_".-.► C.B. <br />RIM EL=36.7 / <br />INV EL=33.7 'c <br />38. � <br />ac 1N <br />va <br />cr <br />7��/ <br />ram RCGG s' <br />a � � <br />Res, <br />x" 6352.1 31 0 <br />a� <br />-4'' AB ALL n <br />WEATHER ACCESS <br />4:1 (TYP.) <br />SADDLE TYPE MH <br />SEE DWG. D-18 ON SHT: 27 <br />EXIST INV=26.68t FI LD VERIFY EXISTING ELEVATION <br />r12" D. INV=26.68f ATCH EXISTING ELEVATION <br />30" D. INV=31.00 0 LET TO POND / <br />OUTLET EL=27.0 <br />rp <br />EROSION CONTROL <br />PIPE DISCHARGE <br />SEE DWG D-22 ON SHT: 27 <br />4 PIPE INLET STRUCTURE <br />SEE DWG D-20 ON SHT: 27 <br />�h INV EL=25.0 <br />GRADE TO <br />DRAIN <br />L VVV V•V VL .`. I <br />� <br />X <br />.y�. <br />x <br />SPILLWAY <br />'r' <br />O <br />ELECT. 81 <br />70 LF (2)2e RCP <br />• <br />PIPE INV = 35.50' <br />-,_'�- <br />EQUIP. <br />N.4472.15co <br />455.5r <br />4445.82 <br />3.5' <br />�a <br />3g 6 <br />xX---.__X <br />45' ELBOW <br />STORM WATER <br />a <br />PUMP STATION <br />�► <br />SEE DETAILS ON <br />.� <br />SHTS: 20 & 23 <br />65 LF CL 50 <br />3 <br />D.I.P. DISCHAR <br />E4 4.4 4 <br />6445.6193g <br />6451.1473 <br />1 z" FLAP GATE <br />..,:. <br />48 04 <br />'Y <br />AT DISCHARGE <br />z <br />NV EL=34.0 <br />WA AN <br />OR EQUAL <br />PIPE INV=34.00 <br />W/24" FLAP GATE O S C R <br />SLOUGH <br />-..._ - <br />25'x6' ..ER WATERMAN SIPN OR..EQllAL._..F-25 _.. ,._.... <br />NOTE: CONTROL PIPE <br />DISCHARGE <br />CONTRACTOR SHALL SUBMIT BUILDING SEE DWG D-22 <br />PLANS AND DETAILS TO SAN JOAQUIN <br />ON SHT: 27 . <br />COUNTY FOR APPROVAL PRIOR T4- <br />C TRUCTION.. 'SEE SECTION 57 OF A <br />THE SPECIFICATIONS FOR GENERAL E 6443. <br />r r r r <br />GUIDELINES. _ r <br />f r r <br />REVI510N D TE DESCRIPTION APPROVED DATE <br />(np) <br />RIPRAP SCALE <br />SEE DWG. D-24 <br />ON SHT: 27 (TYP) <br />rS <br />4:1 (TYP.) <br />C <br />x <br />C <br />Ql I 6' CHAIN LINK <br />�` FENCE W/BROWN <br />PLASTIC SLATS (TYP.) <br />SEE DWG. D-12 <br />ON SHT: 27 <br />3g 9 <br />A <br />- FOOTBRIDGES` <br />SEE SHT: 21 <br />w <br />U <br />Z <br />w <br />LAj <br />1L- <br />U <br />Z <br />Y <br />Z <br />W <br />LL- <br />Y <br />Z <br />Z <br />Q <br />U <br />Z_ <br />Q <br />� <br />2 <br />10' <br />0.51, <br />EXISTING <br />GRADE <br />MATCH <br />4c <br />EXIST TOP OF BANK <br />2% �6� <br />100 YR <br />,Sri.O? <br />FLOODv--35.6t <br />T <br />'r <br />1 <br />T <br />ELEVATION = 33.78 <br />4 <br />- <br />` I <br />HIGHWATER <br />W/4,000 GPM <br />10, <br />CAPACITY OF <br />PUMP STATION <br />I U <br />O <br />�6p <br />cn <br />I 1 <br />uj <br />ui J <br />I � ! <br />SECTION A --A <br />N TS <br />I <br />1' <br />EXISTING GRADE <br />33.78 0 <br />35.50 <br />100 YR. <br />70 ��- FLOOD=35.6t <br />® (2)_24 <br />S..0.0214 RCp <br />�S <br />D <br />INSTALL FLAP GATES <br />INV=34.00 <br />t� f <br />I o <br />cm J <br />� f <br />w I <br />Io <br />CT ON B-B <br />N TS <br />EXIST. GRADE <br />E=3 <br />14' <br />2' <br />SECTION C--C <br />N TS <br />4' <br />ti. <br />- 6' CHAIN LINK FENCE <br />RIN <br />GENERAL NOTES FOR INFORMATION ONLY <br />1. ALL FLOW LINE ELEVATIONS IN BLACK OAK ARE AT A MINIMUM OF 36.00, <br />2. MINIMUM EXISTING FLOW LINE ELEVATION IN OAK CREEK UNIT 1 IS 35.40 PER THEIR PLANS. <br />3. MINIMUM EXISTING FLOW LINE ELEVATIONS IN OAK CREEK UNIT 2 IS 36.20. <br />4. SEE SHEET 28 FOR PIPELINE PROFILES. <br />COMPUTED: MJB <br />DRAWN BY: RAE/RDF/RHK <br />DESIGN BY: SRB <br />PROJ. ENGR. SRB <br />CELLA BARB <br />ASSOCIATES <br />MGMEERMG. PIMINW . LMIGSCAPE ARCHITECTURE . WATER RESOURCES- 5URY MG <br />SON <br />R . e q� <br />c�`� <br />, 0 z <br />W NO. C 047099 <br />OG EXP. 12/31/99 <br />ClV <br />sT 11- �P <br />9rF�-CAu <br />� <br />/ ~ %G - ai <br />IMPROVEMENT PLANS FOR <br />BLACK OAK E S TAT E S <br />STORM DRAIN POND <br />COUNTY OF SAN JOAQUIN CALIFORNIA <br />DATE:10/28/1999 <br />SCALE: <br />HORIZONTAL: 1" =20' <br />VERTICAL: NONE <br />17 <br />OF - <br />28 <br />CADFILE: P1.DWG <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENT), CA <br />PHONE {916} 565-7446 FAX {916} 565-7452 <br />-7452 <br />JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 13:59:55 <br />