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_00 <br />1 <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />O <br />7'35'38" <br />400' <br />53.02' <br />26.55' <br />O2 <br />N68'14'36"E <br />528.36' <br />�3 <br />47'21'55" <br />400' <br />330.67' <br />175.44' <br />ralfto1 VJLD11 1/lIU1VKi <br />O1 STA 4+36.87 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.06 ; FL=29.50 <br />& CONNECT TO DMH W/22 LF X 12" DRAIN <br />® S=0.020 ; FL ® DMH=29.06 <br />O2 STA 4+36.87 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.06 ; FL=32.00 <br />& CONNECT TO DMH W 13 LF X 12" DRAIN <br />® S=0.020 ; FL ® DMH=31.80 <br />O3 STA 9+42.18 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.36 ; FL=29.76 <br />& CONNECT TO DMH W/21 LF X 12" DRAIN <br />® S=0.020 ; FL 0 DMH=29.34 <br />O4 STA 9+42.18 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.36 ; FL=32.26 <br />& CONNECT TO DMH W/9 LF X 12" DRAIN <br />J 0 S=0.020 ; FL 0 DMH=32.08 <br />x <br />,� o <br />GRATE ELEVATION SHOWN IS GUTTER <br />FLOWLINE AND DOES NOT INCLUDE <br />1" DEPRESSION. <br />NOTES: <br />1. WHERE WATER LINE CROSSES <br />DRAINUNE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />EQUIVALENT. <br />2. STORM DRAIN PIPE SHALL BE <br />CLASS X RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP - CAST -IN-PLACE <br />CONCRETE PIPE. <br />PROPOSED o ao `O1 <br />M N <br />! <br />CL GRADE^) M M M <br />00 <br />PROPOSED ! <br />FL <br />{ <br />i <br />�O PROPOSED CL 40 <br />40 <br />I + ; <br />fol <br />EXISTING CL -r— — — — - — — — _ — Rb <br />I I <br />— — -0.68% -0.36% <br />+0.25% +0.25% O <br />I <br />: I PROPOSED FL 30' MIN N <br />21 LFIX PVC WATER Z <br />0 <br />TO WELL I ,y1 �OyQO J <br />INV=33.00Gy°'30 <br />__ __ _.__.. _ __ II _ <br />LACE 255± LF X 30" CI = . <br />PLACE 132 LF X 30" CIPCP SD PLACE 5031 LF X 30" CIPCP SD ®S=0.0013 p PCP D S 0 0010 <br />I <br />0 S=0.0013 <br />I <br />! <br />30" SD <br />! I <br />FL 27.92 <br />, I <br />I <br />,o S I <br />J N20W �� _•• <br />.__. .- ..... ____ _ _ ... _3, __. .._ --___g ,-._. _ _ _., r.-�.4��. -�--__..._..__ __.__ _.. _._.. ._..__ ___-_ -per-3 ' <br />0.-N M M 0x h- Op Sy Myti. .5 <br />' J� O <br />Z b c0 p <br />1 <br />N W OM(1N W�W 00 ...w.Jr ro �U��� <br />f �+U1'(10 �pr0p a0 Jm +�OOf� J �h010) <br />'- NNN <br />� _ C7 N 0111 11 11 <br />NZ= ro 11 11 <br />LLJM.NNN Or QZNN� .I .._ +. f +.: .1. i. : D NQ�1� ! <br />cnU3- vlWti-j- 11 x� r0»> _ <br />! Fa - <br />O�=Z HL— 2_ NUZZZ <br />rl ` O I I <br />00 / z / o/ <br />10 <br />10 i <br />1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARB Ess/ IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />DRAWN BY: RAE/RDF/RHKffil p BLACK OAK ESTATES SCALE: 10 <br />ASSOCIATESZ HORIZONTAL: 1"=40' OF <br />DESIGN BY: SRB NO. C 0470991VERTICAL: 1"=4' <br />fNNNG <br />ENGINEERING. PIA . LANDSCAPE ARCNREMRE • WATER RESWRCES . SURViM EXP. 12/31/99 EAST VIEW DRIVE STA 1+00 T 0 12+00 <br />*sT <br />PHONE (916) 565-7446 FAX (916) 5665-7452 clvl���P CADFILE: E1.DWG 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO , 95825 4lF�.CAU� COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />' <br />i <br />oowrrn. nue n /na Hnnn I.0aA0 <br />