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6 <br />r <br />N <br />SEE SHEET 15 <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />N89'31'57"E <br />1008.05 <br />15'14'34" <br />400' <br />106.41' <br />53.52' <br />3� <br />36-35'19" <br />425' <br />271.40 <br />140.51 <br />GREYSTONE COURT <br />CONSTRUCTION NOTES <br />ws <br />13' <br />O STA 14+18.58 <br />1 ,- CONSTRUCT TYPE 1 CATCH BASIN <br />17 GRATE=37.13 ; FL=31.00 <br />1 8 & CONNECT TO DMH W/50 LF X 12" DRAIN <br />1 <br />22 21 ` 3 ® S=0.020 FL 0 DMH=30.00 <br />k� a2 STA 15+07.02 <br />FLU, '� - 2 CONSTUCT TYPE 1 CATCH BASIN <br />`,. GRATE=37.13 ; FL=31.27 <br />1 2 <br />0 1 + 2 W & CONNECT TO DMH W/52 LF X 12" DRAIN <br />p 1... _ -.. 17+00 0 S=0.020 ; FL 0 DMH 30.23 <br />W <br />SD 18+Op /O O STA 14+61.58 <br />T <br />CONSTRUCT TYPE 1 CATCH BASIN <br />C4 Lo W; JK <br />W 0 W 12+00 ° 0 13+00 14+00 0 +00 0 <br />X GRATE=37.00 ; FL=31.00 <br />w Z -- I-- + -- I r -- ----- -- -- SDr •p), & CONNECT TO DMH W/10 LF X 12" DRAIN <br />W9 S=0.100 FL 0DMH=30.00 <br />W I <br />.41 <br />Vol <br />3 • <br />1 <br />40 <br />' GRATE ELEVATION SHOWN IS GUTTER <br />39 FLOWLINE AND DOES NOT INCLUDE <br />' 36 37 E 38 1" DEPRESSION. <br />' STA: 14+61.58 6' R <br />CONSTRUCT DMH #10 STA: 18+63.73 6'R <br />FL=28.73 THRU} CONSTRUCT DMH 10.5 <br />FL=30.23 �30" <br />12" NW & NE} FL=28.41 NOTES: <br />BLACK OAK DRIVE 1. WHERE WATER LINE CROSSES <br />STA 14+61.58 DRAINLINE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />GREYSTONE COURT BLACK OAK DRIVE EQUIVALENT. <br />STA 1 +00.00 <br />2. STORM DRAIN PIPE SHALL BE <br />CLASS 1U RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP - CAST--IN-PLACE <br />CONCRETE PIPE. <br />PROPOSED r rLo <br />I CL GRADE n °° t: E <br />PROPOSED 04 <br />o <br />0) r i <br />FLOWLINE ! "�06 <br />I I E <br />p EXISTING CL <br />40 <br />Y� <br />40 <br />\ k <br />s1 LF X €�' PVC WATER: 'I -0 25% + <br />PROPOSED CL <br />, <br />f <br />0 30% <br />, <br />N -a.30� R,�� .42 0) <br />0 I <br />W PROPOSED FL 3 f Ld <br />11.1 <br />_j <br />20 LF 20 LF 30" MIN f Z W <br />i W = CLASS 200 PVC CLASS 200 PVC ; J <br />I 2 I <br />>� <br />I U <br />Q 300 LF X PVC WATE <br />I30 <br />_._ _. _ ---- - - -. - - - - __. --- -- - - - - - - - - - - -- - w - - _...._ . _ ..-.__ .. _.. _....._ ... _ <br />PLACE62 LF X 3Q� D.li'Ci'.SD .®.. S=0.008 I <br />i PLACE 402 LF X 30" CIPCP SD 0 S=0.0008 <br />PLACE 50 LF X 12" RCP SD 0 S=o. z PLACE 52 LF X 12" RCP SD S=0.020 <br />I>e ; 1l) <br />30" SD o o �� <br />FL-29.02 U I PLACE 36 LF X 30" CIPCP SD S=0.0008 <br />Ww <br />I I 2 i <br />az i <br />to r <br />to to <br />I i et L3 (7 N. 1 o0 X.:'� E <br />rLd r'H000 i I rH� <br />,Z II ZN� i NLV <br />9 In <br />I ¢ it II i I Q !I I <br />OIL'Z 1-O,�,a i F'"O� i <br />! <br />o <br />z <br />eW O I I <br />i . <br />I M <br />00 co <br />10 + I <br />11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJBpFESSjO� IMPROVEMENT PLANS FOR DATE: <br />CELLA BARR 13 <br />DRAWN BY: RAE/RDF/RHK R B BLACK OAK ESTATES <br />SCALE: <br />z HORIZONTAL: 1"=40' OF - <br />ASSOCIATES <br />DESIGN BY: SRB ul No. C 047099' VERTICAL: 1" =4' <br />ENGAVE�I W PLANNING . LANDSCAPE ARCHITECTURE . WATER RESOURM - SURVrt*G EXP. 1 2/31 /99 BLACK OAK DRIVE STA 11 + 0 0 TO 19 + 0 0 <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 *sTgT ClV1L �P CADFILE: B2.DWG 28 <br />PROJ. ENCR. SRB F COUNTY OF SAN JOA UIN CALIFORNIA JOB NO: 530084.01 <br />Al PHONE (916) 565-7446 FAX (916) 565-7452 �CAL1 Q <br />PRINTED: THUR 10/28/1999 14:21.07 <br />