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SEE SHEET 14 <br />CONSTRUCTION „N,QTES <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 � SrA: 4+50.00 <br />BLACK OAK COURT SILVER CHASE DRIVE CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.29; FL=31.55 <br />w� 2 CONNECT TO DMH W/10 LF X 12" DRAIN <br />0 S=0.020; FL 0 DMH=31.92 <br />29 PT <br />ws WS WS O STA: 3+45.00 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />26 fi 25 g _ CONNECT TO DMH-31, 2 <br />i c{ 22 0 S=0.005; FL 0 DMH= 31F1235 DRAIN <br />3 O4 STA: 8+87 <br />^ 6 CONSTRUCT TYPE 1 CATCH BASIN <br />73' 6' 6' <br />2+00 �" H, -36 83 F 25 �5 , GRATE =37.25; FL=31.80 <br />CONNECT TO DMH W/60 LF X 12" DRAIN <br />1 4 5 0 S=0.020; FL 0 DMH=30.60 <br />J.Aoo <br />J <br />11 ,� ...... ... ... ... .. _. .. ... _. ... _, .. .. .. .. .. _._ ... ....._..........: ,...... .... _. .... .... _ . ...:. _.. .. _. _ <br />0 CONSTRUCT TYPE 1 CATCH BASIN <br />+ GRATE= 37.25; FL=31.52 <br />CON�, 0 SNECT 0 DMM12" DRAIN <br />O 0200 DH 30.60 <br />0 + 0 5+00 6+00 0 7+00 8+00 9+0 b0+00 Co 11 + LLI ~ <br />? W O STA: 9+38.00 <br />1 SD 1 SD SD J = CONSTRUCT TYPE 1 CATCH BASIN <br />30 , ' (n GRATE=37.11; FL=33.24 <br />U <br />zo W CONNECT TO DMH W/12 LF X 12" DRAIN <br />.,. .. <br />_ FL 0 DMH 33.00 <br />1 <br />2 BLACK OAK DRIVE <br />BLACK OAK DRIVE STA: 9+37A6E = GRATE ELEVATION SHOWN IS GUTTER <br />' STA. 3+96.33 = SILVER CHASE DRIVE FLOWLINE AND DOES NOT INCLUDE <br />, i" 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 r 1. WHERE WATER LINE CROSSES <br />CONSTRUCT DMH 9 BLACK OAK DRIVE STA: 9+43.64 6'R DRAINLINE, WATER LINE SHALL <br />FL=3i.35 12 IN N,NW,S) <br />CONSTRUCT DMH 8 BE OF CLASS 200 PIPE OR <br />FL=30.85 18" OUT E) FL=30.60 12" 1N 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 III RCP REINFORCED <br />CONCRETE PIPE OR AS (VOTED. <br />3. CIPCP - CAST -EN -PLACE <br />CONCRETE PIPE. <br />PROPOSED o o �- !co <br />►� <br />00 1� u0 �- <br />CL GRADE a0 eo eo j v <br />r7 i <br />i <br />PROPOSED I <br />N ` ( Lo <br />FLOWLINE I N i I <br />N <br />cp I� [O <br />I <br />40 <br />I <br />I <br />I i i <br />i <br />j <br />....... ' <br />: <br />_._...b......... .... _... _...-_.....__.._.. __ _-__.......__..__ ..._...- .._._ ... _..... _ - - <br />a 1� E40 <br />XISTING CL i PROPOSED CL 84 LF X $" PVC WATER <br />3fi LF X 8" PVC WATER .56 • �- <br />_ T_ <br />~ 1.02% _ -- - --- � .." --- - 0.75% �- --0.25%� 0.34% 0 <br />5� O <br />20 LF CLASS 204' PVC 30" MIN 2b LF 320 LF <br />PLACE 12 LF X 12" RCP SD r` Try <br />! CLASS 200 PVC ; CLASS 200 PVC 10 5=0.020 <br />r i <br />uJ I <br />127§V T 41 LF X P WATER Z w <br />r -� <br />3 i A i 20 LF <br />�PL�El �LF 12" RCP 5D ��' CLASS 200 PVC CZ`] !WW^ <br />V v/ E <br />PLACE 498 LF X 18" RCP <br />0S=0.005 SD � S=D.ta0�5 , <br />.in <br />1 �. _ _... __._.._ _ __ _ .._... .___ ..__ ._______.. _... _ _ __ _ . _ _ .... _ __. _.. ...__..__ _ . _ PLACE 156 LF X 30 CIPCP SD <br />_._._... _ __. _ _---._._.. <br />,PLACE 60 LF X 12" RCP SD <br />I0 5=0.020 PLACE 46 LF X 12" RCP SD <br />0 S=0.02? <br />F <br />1 <br />i Z ! .'30" D 1 <br />3 ^ i p �3 FL=29.02 <br />0 vi rn 3 ti` <br />W 4Y_ Z� i i J �W 00Z Z� <br />�fY W Z�Z �r. <br />d Z Z <br />N W i <br />I - 4 0 <br />z u� 3 o � %o v ' 3` �N toAt'� <br />�O �� rn I _ _ et0� <br />z O d <br />O )- ..Z.. _.._..._. _.._.._._... U + x M 00 Qi M O O O O ; <br />76 <br />U <br />x00 N <br />t <br />I <br />�Uf� <br />CO r^ <br />l CQ <br />Z Z O I I z �� J Z W> - - - _.... <br />�C II II !1 _ _ __..... _. ._ . _._ _._ <br />Iz <br />U d20 <br />Z�� QZ Z r� c�lN <br />Z <br />I <br />: <br />V <br />�.... <br />I <br />j <br />i J - �1 (Tl ]C +I I J <br />i � <br />Z V� <br />i n © © - a U E © U <br />rn 00 00 l i Cm� <br />cv , � O I ? r z �/ Z / ; cp ca ca c� C.a,' <br />03 <br />d © 3 � <br />I I po <br />�` ! + i + + + +, <br />10 <br />�I <br />0+ 00 1 +00 2+ 00 3+ 0 0 4+00 5+00 fi+00� 7+00 8+00 9+00 10+00 11 +00 <br />i REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: Mfg OLEO <br />CELLA BARR e�q� IMPROVEMENT PLANS FOR DATE:1o/2s/1ss9 <br />DRAWN BY: RAE/RDF/RHK Z BLACK OAK ESTATES SCALE: <br />ASSOCIATES OF <br />a. HORIZONTAL: 1"= 40' <br />DESIGN BY: SRB W N�+Q. C 04709E BLACK OAK DRIVE STA 0+00 TO 11 +00 <br />J ENGIEEERNIG r PUWHMIG • LNI[)SCAPE AiRCNITECTURE s MMTER RESOURCE$ * $URYEYNIGJ" EXP. 12/31/39 VERTICAL: 1" =4' <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 ,xs�q�eCIV1L NP CADFILE: 61.DWG 28 <br />PROJ. ENGR. SRB �CAU <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 />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />26-17'26" <br />162.50' <br />91.33' <br />90.13' <br />0 <br />26-11'53" <br />425' <br />160.50' <br />159.55' <br />�3 <br />N89'31'57"E <br />457.42' <br />�4 <br />N68'58'45"W <br />55.64' <br />