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I <br />1 20 <br />1 15 <br />15 <br />E <br />'I 15. 7 r (l/aPieS) <br />115.54 t (1/aries) <br />a <br />SEC 1 i6N A <br />EI. <br />Jca�e: Noriz: 11'=40' <br />�" r Varies <br />SECTION B <br />F, 15"CPC47II(/LC <br />/7 009R <br />/nu EL 51?51-/0'1n W <br />/revE/. ?93-10""/"nF <br />7o Pvrlrn Inv. E! 2. /6 - 15'in N d <br />5/a11bA7 27' ouf S <br />16. 00t (I/aries) <br />J <br />37't <br />L. F 30-CP <br />= O 00?5 <br />U: HCJUI I <br />Inv, El 5.53 - /0 in W <br />/f7 v. C /. C A& ,30 %01 <br />/rev. EL 250-12"/nE <br />! o S <br />UNAUTHORIZED CHANGES & USES <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, <br />unauthorized changes to or uses of these plans. All changes to the plans must be <br />in writing and must be approved by the preparer of these plans. <br />i� I <br />DATE: JU14' /988 F <br />SCALE: HOriz: 1'=40,' Verf'?, 4" <br />DRAWN BY: M G <br />CHECKED BY: R G S <br />STORM DRAIN STRUCTURES <br />DROP INLET <br />MANHOLES <br />STD.COVER <br />GRATE COVEF) <br />D <br />fL <br />A <br />E <br />L <br />B <br />F <br />G_. <br />i <br />J <br />Max. Slope <br />0 <br />51' 16.50t (l/arie� <br />Lr <br />10 <br />A <br />OROPINLET - SANTA Rosa Model 1-K <br />wr/h hinged lid, or equal. <br />MANH015 - DETAIL 8, J,heef 4- <br />S7"D, COVFR - DETAIL /o, Sheet 4 <br />GRATE COVER - DETAIL 9, Shee1 4 <br />0 <br />Nor.-: Provide IBff Double LeafGa/e (see Oefail) <br />/n SformwaferOefens�on Rasl'n,nerimefer <br />fence Ota /ocaifon fo be SpeClf%ed by <br />San.loagr✓in Coun/y. <br />C (NZC) <br />rC. Z /4 00 N } \\ <br />/ L.P. lOrple <br />t <br />7- /38/ X— x x ti g I ^E ieA T/ONx BA �N J /y O o02 <br />99 <br />V °CG <br />235 LF�/O'"CPCL D.I S=0005 rle v 6. 75 E/ B.75 <br />9 Ze Line <br />7 6 5 4 <br />3 <br />2 / yo <br />—y \f <br />F �- <br />2rOLF�/2"CPCL ZII 5=00022 <br />Gra/e Fh 9. 5 Grafe EL 8. 7. <br />Basin Bo//om 5Z 9, 0 (Avg,) <br />flax. Groand Wafer E1. = a.8 <br />THE STORM DETENTION BASIN MUST BE <br />Ex. SDMH1-[ Exist. SD1viH and /5" ENCLOSED BY A SECURITY FENCE AT ALL <br />\ SD Shdl/ be removed TIMES DURING CONSTRUCTION, ACCEPTABLE <br />l4 S r �t 9 TO THE DIRECTOR OF PUBLIC WORKS. <br />\ ��\ 30 LF 27" SD .0083 <br />6,-ale E,' d. 75 - 6raie E/ 8.75 Grafe E/. 8.75 <br />D 205 LF-/2"CPCLIZI 9-0. 5 S.. A 070LF^ /2"CPCLID 5=O.G{05 _I 275L1c'-/2"CPCLIII S=O.005 <br />f - -- - - - IN✓ 2.00 <br />Max, Slope Le <br />/ 8 LF- 2I7" so �.DOI <br />PUMP \ K <br />���"' ,'STATION �j J6 /6 <br />x x x x >I x �� }�—x� � -k <br />94-30'ou/S <br />PROJ.MGR. _PRC 1_9-91 RECOQD DRAWINGPROJ. ENGR.: KEADATE REVISIONS <br />Grate E1, B. 75 <br />i1 <br />C.) <br />Gra/e E/. /5 33 EXiSf. /5"bD rate E'. Grate EL/5.99 <br />6/ 15. 6 EXiS/ 27- <br />LATHROP 5D(Vzc � ROAD' <br />STORMWATER DETENTION BASIN <br />PLAN Sca /e : 1 "= 40' <br />_ 2351,F. l0_"CP CZ III 265_C,F. 12"CP CZ <br />S <br />-- -- <br />= 0.005 S=Q CO2 <br />0 <br />St lnv El. -6_,70_-/0"ouf_E <br />E/. 6.70 - /0 "du/ E <br />inW Cl. 0-153 ^' !U In _v <br />Inv E/. 7.7a�30inN <br />i7v E/. 050 -15 "ouf S <br />205 L.F. 12"CP CL III <br />S= 0, 005 <br />C, 5 d.6 <br />r <br />El 2.52 /2 <br />Inv-E/. 5a8 -/0 11n W _ <br />A? <br />/n v EL 2.16 - I5 "/in N f / <br />27"'ouf S <br />STORM DRAIN PROFILE <br />Scale: I-loriz: ; "= 40' <br />270 L, F. 12 "CR CZ <br />5= O 005 <br />260 Z. f 121CP CL_ <br />S=G? 0022 <br />Gr. EI 6.8 <br />�12'7nEE <br />!2—'Ovf-YV <br />275 L, f 12 "CP CL <br />If = O.005 <br />Gr E� B. 8 t <br />1nvE/4.83 IOinEd <br />10'bu/ W <br />Inv FI. 3.a?�74"inE � <br />out W <br />Inv 51 6 00-/0 "ouf IN <br />P4k NOLTE and ASSOCIATES STORMWATER DETENTION BASIN <br />1LEngineersors / Planners / SurveY VALLEY HAVEN STORMWATER CONTROL FACILITIES <br />SACRA,NIENi0 SAN DIFGO SAN IOS[ 11'Al NUT ( Rtl K <br />f`1161 44h- SOLO 161,11 --8 9 492 1408 _'!n 44O(, i 41 � 1 `4 74-WW <br />LATHROP SAN JOAQUIN COUNTY <br />2 <br />Provo <br />se <br />5ewa <br />e <br />L iFf <br />d <br />fibre <br />R <br />x <br />END CONSTRUC <br />x <br />f 0f- DEreNPON <br />H <br />F <br />45Lf 6A <br />41 <br />�5 <br />=0..00 <br />Z7 <br />8 <br />x <br />3 <br />W <br />x <br />� i <br />I <br />Q � <br />9 <br />251LLj <br />Q <br />x <br />I.L <br />0 <br />O <br />x <br />�— 15 <br />t7? L. F,?7_°CP C_L <br />S= 0, 0028 i <br />I <br />45 LF 10 <br />I BY oTH�'xs <br />1 I <br />/nvf/3.97-24ou/W 5 <br />0*1 <br />SHEET <br />26 <br />of 3 6 sFILLTs <br />N0 <br />CALIFORNIA 2738-88-01 <br />