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U-9tom <br />10' _ _ 29' _, 29' - 10' <br />BLACK OAK DRIVE <br />SEE SHEET 12 <br />f <br />I <br />SILVER CHASE DRIVE STA 1+00.00 = <br />E <br />BLACK OAK DRIVE STA 9+37.64 <br />FL=30.60 12" NW & NE, <br />FL=30.10 18" 1N W) <br />FL=29.60 247 IN N) <br />FL=29.10 13Cr OUT E) <br />PROPOSED <br />CL GRADE <br />PROPOSED <br />FLO WLI N E <br />V <br />g <br />BLACK OAK DRIVE <br />SEE SHEET 12 <br />� <br />I <br />0+ 00 <br />--------- __. <br />00 <br />M� <br />I <br />� <br />I <br />� <br />L <br />EXISTING CL tPROPOSED CL <br />0.43� <br />PROPOSED FL}-'' <br />0 <br />f M <br />00 <br />E (V <br />M <br />ij <br />.PVI SITA 3+09.85 <br />PLACE 409 LF X .24" CIPCPl SD O S=0.0008 <br />i <br />O <br />uj iZ <br />j <br />_ <br />CD00 Z W <br />J C3 <br />S <br />ZZZp <br />Q <br />cDT€ <br />vt p N%0%tep <br />Opp <br />Q X !E <br />�,—,—Nf+i <br />O L)Pr) <br />±�mn <br />+M�(Do(0o <br />az <br />zV)nC4N <br />i [ III 11 II II <br />cn t� ._ <br />O�rIL-U_i <br />F <br />C�]Zi <br />m <br />U0U <br />C� <br />COI <br />i <br />O <br />+ +` <br />+ ++ <br />+ <br />1 +00 <br />2+00 <br />3+00 <br />REVISION <br />DATE <br />DESCRIPTION <br />APPROVED <br />DATE <br />COMPUTED: MJB <br />DRAWN 8Y: RAE/RDF/RHK <br />DESIGN BY: SRB <br />PROD. ENGR. SRB <br />CELL <br />cfil ASSO <br />erM- Furr+ric . urlosM AKxrtEcM • 1161TEft F <br />Ln <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRA <br />PHONE (916) 565-7446 FAX <br />a <br />�BARR <br />CIATES <br />AENTO, CA 95825 <br />(916) 565-7452 <br />SILVER CHASE DRIVE <br />4+ 00 <br />5 v N0. C 047099 <br />EXP. 12/31 /99 <br />sT C1V <br />\�GFcAuw� <br />co <br />n <br />M <br />co <br />r� <br />PVI STN 5+03.50 <br />30" MIN <br />NOTES: <br />1. WHERE WATER LINE CROSSES <br />MAINLINE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />EQUIVALENT. <br />2. STORM DRAIN PIPE SHALL BE <br />RCP CLASS III OR AS NOTED. <br />3. CIPCP - CAST -IN -PLACE <br />CONCRETE PIPE. <br />QUASHNICK ROAD <br />SEE SHEET 7 <br />QUASHNICK ROAD <br />SEE SHEET 7 <br />- T 6" AC CURB <br />—LANDSCAPE -� <br />BY OTHERS <br />bLL LPwt�wt ruMa r UK Ln I R T Ur. i rug. <br />6' WALL -- <br />BY OTHERS <br />(TYP) <br />CONSTRUCDON NOTES <br />SILVER CHASE DRIVE STA 8+29.75 = <br />QUASHNICK RD STA 9+26.59 (D STA 0 <br />CONSTRUCT <br />TYPE 1 CATCH BASIN <br />GRATE=36.48 ; FL=31.48 (12" THRU) <br />& CONNECT TO DMH W/10 LF X 12" DRAIN <br />0 S=0.014 ; FL ® DMH=30.93 <br />STA 5+08.50 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />STA: 8+02.75 6'R GRATE=36.52 ; FL=31.52 (12" THRU) <br />CONSTRUCT DMH #4 & CONNECT TO DMH W/23 LF X 12" DRAIN <br />FL=31.17 112' W) 0 S=0.078 ; FL 0 DMH=30.93 <br />GRATE ELEVATION SHOWN IS GUTTER <br />FLOWLINE AND DOES NOT INCLUDE <br />1" D PRESSION. <br />It i pIo Z Z <br />3 ? cy_ f l <br />= w ,� o rc to I <br />p if3 C] hl V <br />04 <br />p�r,r <br />+ <br />�i �s V) N5 r7 <br />>" C `nuic°'�i ►Q-0_j� EX33"SD <br />0- II Z <br />cn C)' L=24.8t <br />I �o <br />xn 0 � LL � <br />l <br />V f {,� <br />m pC m x <br />�: `�nr'n nn ; <br />+++. <br />9 <br />5+00 6+00 7+00 8+00 9+00 <br />IMPROVEMENT PLANS FOR DATE: 10/28/19" <br />15 <br />BLACK OAK ESTATES SCALE: <br />HORIZONTAL: 1" -40' L28 <br />�z -/Z SILVER CHASE DRIVE STA 1 +00 TO 9+00 '�"��` '"-�' <br />CADFILE: Al DWG <br />COUNTY OF SAN JOAQUIN CALIFORNIA 1JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 14:14:42 <br />