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9 <br />0 <br />0 <br />rn <br />Wz <br />= I <br />ch <br />H <br />Lo <br />►� <br />a 0, PROPOSED <br />61 CL GRADE <br />! <br />PROPOSED <br />FL <br />30" SID <br />FL= 28.38 <br />BLACK OAK DRIVE <br />E <br />PLACE 379 LF X 30" CIPCP ISD 0 S=0.0008 <br />SEE SHEET Al <br />EAST VIEW DRIVE <br />SEE SHEET 11 <br />0 <br />0 <br />Prj <br />PA STA: 22+28.04 <br />PVI ELEV: 37.30 <br />I'50MIll <br />�•33% <br />LU <br />Q O <br />! <br />�t33 <br />Lal N 1 <br />; <br />_j <br />uz ?ov <br />[f <br />20 <br />1 + <br />NU 00Z11V �Q`brtV <br />M <br />f—dO> +U000 0OD00 <br />P7( 00 <br />j <br />BUZZ <br />00 00 CTi <br />t17 <br />re) N N N <br />Q� II II �II,I11 11 U II <br />(% 0WILL I�JIiU_U <br />I i m m <br />fi J U� <br />�� <br />Q <br />0 <br />O : r� o6 00 <br />O ad�ll N " N <br />0o P6 01 <br />Lo ►- I� <br />+ + ++ <br />+ <br />19+00 20+00 21 +00 22+00 <br />23+00 <br />24+00 <br />REVISION <br />DATE <br />DESCRIPTION <br />APPROVED <br />DATE <br />COMPUTED: MJg <br />CELLA BARR <br />� <br />DRAWN BY: RAE/RDF/RHK <br />I Lu I ASSOCIATES <br />DESIGN BY: SRB i <br />ENGMEERMG. PLA MNIG . LM OSCAPE ARCHITECTURE . WATER RESOURCES . SURVEYING <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />s NO. C 047099 <br />EXP. 12/31/99 <br />Cl v <br />(OFcAt�e`'%/ <br />40( Set <br />*4w.1 <br />�kDA.. <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />O <br />N 11 `12' 14"E <br />46, 46' <br />0 <br />9'53'55" <br />400, <br />69.10' <br />34.64' <br />3� <br />N 00'35' 45" W <br />148.42' <br />1. WHERE WATER LINE CROSSES BLACK OAK DRIVE <br />DRAINLINE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR SEE SHEET 12 <br />EQUIVALENT. <br />2. STORM DRAIN PIPE SHALL BE BLACK OAK COURT <br />CLASS XRCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP — CAST —IN —PLACE <br />CONCRETE PIPE. <br />i <br />! <br />Lo <br />� <br />v <br />r <br />I <br />f <br />! <br />i <br />co <br />GoOD j <br />i <br />E <br />I f <br />i <br />I <br />! <br />j <br />i <br />EXISTING CL <br />PROPOSED CL <br />PROPOSED FL 3O" MIN <br />o � <br />I U <br />i <br />o 0i <br />v 0 <br />€ 3 F- <br />Zo <br />m� Z <br />3r. <br />W EZS JLa <br />2 <br />&D='_a_ oo¢glz <br />i <br />I <br />U /.W' Z <br />F-- <br />U O I <br />+ win aocy) +rJuj <br />pUJ <br />Zi�rhr� z3 <br />F¢0 _ _j H <br />V) U. U— LL u— (n U �0 <br />I <br />I <br />t <br />J s <br />U <br />OmO <br />+ I <br />qt <br />14" <br />c6 <br />n <br />f <br />1 <br />STALL SURVEY MONU,MENT <br />AME & COVER (TYP) <br />CONSTRUCTION NOTES <br />O STA 1 +51.00 <br />CONSTRUCT TYPE 1 <br />CATCH <br />BASIN <br />GRATE=37.16 ; FL=32.66 <br />& CONNECT TO DMH <br />W/30 <br />LF X 12" DRAIN <br />® S=0.0167 ; FL ® <br />CICB=32.16 <br />O STA 1 +51.00 <br />CONSTRUCT TYPE 1 <br />CATCH <br />BASIN <br />GRATE=37.16 ; FL=32.16 <br />& CONNECT TO DMH <br />W/58 <br />LF X 12" DRAIN <br />® S=0.0041 ; FL 0 <br />DMH=31.92 <br />GRATE ELEVATION <br />SHOWN <br />IS GUTTER <br />FLOWLINE AND DOES NOT <br />INCLUDE <br />1" DEPRESSION. <br />PROPOSED <br />CL GRADE <br />j <br />PROPOSED <br />j <br />FL <br />W <br />� <br />E <br />J <br />� <br />[W <br />000 <br />! co <br />a <br />to <br />N <br />{0 <br />m <br />0+00 1 +00 2+00 3+00 4+00 <br />IMPROVEMENT PLANS FOR DATE:10/28/199s <br />BLACK OAK ESTATES SCALE: 14 <br />HORIZONTAL- 1"=40' OF <br />BLACK OAK THRIVE STA 19+00 TO 24+00 & BLACK OAKCOURT VERT'CAL: 1"=4' <br />CADFILE: B3.DWG 28 <br />COUNTY OF SAN JOAQUIN CALIFORNIA I JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 16:01:49 <br />