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SEE SHEET 14 <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />1O <br />26'17'26" <br />162.50' <br />91.33' <br />90.13' <br />2O <br />26'11'53" <br />425' <br />160.50' <br />159.55' <br />O3 <br />N89'31'57"E <br />457.42' <br />® <br />N68'58'45"W <br />55.64' <br />CONSTRUCTION NOTES <br />O STA: 4+50.00 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.29; FL=31.79 <br />CONNECT TO DMH W/22 LF X 12" DRAIN <br />0 S=0.020; FL 0 DMH=31.92 <br />SEE SHEET 15 O2 <br />BLACK OAK COURT STA: 4+50.00SILVER CHASE DRIVE CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.29; FL=31.55 <br />wa 21' 1 CONNECT TO DMH W/10 LF X 12" DRAIN <br />0 S=0.020; FL 0 DMH=31.92 <br />29 PT ilE <br />fly$ O3 STA: 3+45.00 <br />ws CONSTRUCT TYPE 1 CATCH BASIN <br />26 25GRATE=36.53; FL=31.88 <br />g _ CONNECT TO DMH W/22 LF X 12" DRAIN <br />4 <br />1 ^ ��\ 1 ' C4 ( 22 0 S=0.005; FL 0 DMH=31.35 <br />3 ; <br />6' 6' <br />13 O4 STA: 8+87 <br />3 3 CONSTRUCT TYPE 1 CATCH BASIN <br />6 <br />°O 2+00 e' N x E Agro c� 25 �g5 GRATE=37.25; FL=31.80 <br />CONNECT TO DMH W/60 LF X 12" DRAIN <br />1 4 N 5 0 S=0.020; FL 0 DMH=30.60 <br />3x00L '� STA O <br />9+86.00 <br />,+ CONSGRATTRUCT <br />CT TY7.25; E 13 .52 CATCH BASIN <br />N <br />// o CONNECT TO DMH W/42 LF X 12° DRAIN <br />Ln ' 0 S=0.020• FL 0 DMH=30.60 <br />+ o° 5+00 6+00 0 g' W 7+00 8+00 9+0 1:0+00 co 11+ w F- <br />a - - --+-- - --i =- -� - I- -f - I - - -�-�-- - - ' W O STA: 9+38.00 <br />1 SD 1 SD SD J = CONSTRUCT TYPE 1 CATCH BASIN <br />30 1�' <br />(n GRATE=37.11; FL=33.24 <br />Lil CONNECT TO DMH W/12 LF X 12" DRAIN <br />B <br />0 Li S=0.020; FL 0 DMH=33.00 <br />2 BLACK OAK DRIVE GRATE ELEVATION SHOWN IS GUTTER <br />BLACK OAK DRIVE 31 STA: 9+37.69 = ' FLOWLINE AND DOES NOT INCLUDE <br />STA: 3+96.33 = SILVER CHASE DRIVE ' 1" DEPRESSION. <br />BLACK OAK COURT 32 33 34 STA: 1 +00.00 35 36 <br />STA: 1 +00.00 <br />NOTES: <br />STA: 4+49.51 6'R 1. WHERE WATER LINE CROSSES <br />CONSTRUCT DMH #9 BLACK OAK DRIVE STA: 9+43.64 61R DRAINLINE, WATER LINE SHALL <br />FL=31.35 (12" IN N,NW,S) CONSTRUCT DMH #8 BE OF CLASS 200 PIPE OR <br />FL=30.85 18" OUT E) FL=30.6012" IN NW & NE) EQUIVALENT. <br />FL=31.92 12" IN W) FL=30.10 18" W) <br />FL=29.60 24" IN N) 2. STORM DRAIN PIPE SHALL BE <br />FL=29.10 30" OUT E) CLASS X RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP - CAST -IN-PLACE <br />CONCRETE PIPE. <br />00 <br />PROPOSED 0 00 Lo0 <br />CL GRADE 06 n v <br />�i <br />PROPOSED N j u')00 ^ ^ Lo <br />N N <br />FLOWLINE M <br />i <br />40 <br />i <br />I i <br />' 1 PVC WATER <br />�__-- 84 LF X 40 <br />EXISTING. CL _ _ .--_ -- r _-_-- -- _-.-__---__ _._ i - . _... _ I _ _ _ _ _ . <br />36 LF X 8" PVC WATER y0 PROPOSED CL 8" <br />2.0% -1.02%_ - - --- <br />0.75°6 - - -�- - - - --035% 0.30% 0 <br />CLASS 200, PVC + <br />`-- - 20 Lf " I _ 20 LF <br />i I <br />20 LF 30 MIN ! PLACE 12 LF X 12" RCP SD r� <br />CLASS 200 PVC CLASS 200 PVC <br />� 41 LF X P WATER 10 S=0.020 � � � <br />V T 16 <br />~ I <br />WATER <br />20 Lf -1 <br />PLACE 106 LF - <br />X 12" RCP SD PLACE ;498 LF X 18" RCP SD 0 S -D.001 ' CLASS 200 PVC H <br />0 S=0.005 <br />___ __ --_ _._ j __- _ f _ _ _ . 5 _ 30 <br />PLACE 156 LF X 30 " CIPCP SD <br />_- t - -- <br />30 <br />0 S=0.0008 <br />! <br />PLACE 60 LF X 12" RCP SD <br />10 S=0.020 PLACE 461F X 12" RCP SD <br />i <br />0 S=0.02 <br />z 30 D <br />3 �� FL=29.02 <br />LEIZ W rl ^ <br />��iv a ro z z <br />z3ZO <br />3 u�3 <br />In a Iw .rollo.r`O <br />Lo <br />F- W ____ _-- - ------- -----_.._. E`0 M ONE + _ M M Fc�i <br />_._. . ... + U X Z O _._.____-_ - X -n-0 + ____. ...----...._ .___- +---_ 1 U I� V O O O O <br />0; F- F- co <br />,•zO _._. - .t ._ Z.---_._._.....#V�MMM .-. __ _ ___. _...-._ �._---_.-_ ,. -�----..._--- - ---_-_----..__ gZ W.i?...-._. _.. )ti -o i -EA _. ---.__-1.-t <br />U. SOF-? aZ> QZ II II II - F O:J> MANN i I. <br />F- fAU?? )-0�z FF- OJJJ a az II lMl II II <br />V)U (n UU-LI L�. F-OJJJJ <br />V)... - V)U)V)_ VIUW LLLi 11 <br />X _ !. <br />W <br />U i. m <br />i U' U. F- I �'- J X Z <br />I Obi 000 000 OE- ...- � CLI U 1 Z O U LS I <br />I { F- (7I <br />1 ul <br />In i d o 0 ! Ki Ki <br />N, Lf) 01 <br />0+00 1+00 2+00 3+00 4+00 5+00 6+00' 7+00 8+00 9+00 10+00 11+00 <br />REVISION DATE DESCRIPTION APPROVED DATE <br />.- COMPUTED: MJB pFESS/p <br />CELLAP-Q <br />BARR / IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />DimDRAWN BY: RAE/RDF/RHK ��� zZ BLACK OAK ESTATES SCALE: 12 <br />ASSOCIATES HORIZONTAL: 1"=40' OF <br />w DESIGN BY: SRB cm W N0. C /3 999 BLACK OAK DRIVE STA 0+00 TO 11 +00 ' <br />ENGNfERING. PUNNNIG . IANUSGPE ARCNRECT�IIRE . VIAIFR RESOURCES .SURVEYING �' Exp. 12/31/94 <br />VERTICAL: 1" =4 <br />*s C1V1� * <br />vi PROD. ENGR. SRB 777 CAMPUS COMMONS ROAD SURE 200 SACRAMENTO, CA 95825 fq�eor `P CADFILE: B1.DWG 28 <br />PHONE (916) 565-7446 FAX (916) 565-7452 COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 14:22:23 <br />