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O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />O <br />7'35'38" <br />400' <br />53.02' <br />26.55' <br />O2 <br />N68.14'36"E <br />528.36' <br />47'21'55" <br />400, <br />330.67' <br />175.44' <br />�1 STA 4+36.87 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.06 ; FL=29.50 <br />& CONNECT TO DMH W/22 LF X 12" DRAIN <br />® S=0.020 ; FL 0 DMH=29.06 <br />O2 STA 4+36.87 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.06 ; FL=32.00 <br />& CONNECT TO DMH W 13 LF X 12" DRAIN <br />® S=0.020 ; FL ® DMH=31.80 <br />STA 9+42.18 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />GRATE=36.36 ; FL=29.76 <br />41 wry & CONNECT TO DMH W/21 LF X 12" DRAIN <br />S� 0 S=0.020 ; FL 0 DMH=29.34 <br />SECURITY GATE BEING DESIGNED <br />PAB <br />SUBMITTED WITH LANDSCAPE 00 y� S O CONSTRUCT <br />PLANS. 1 CATCH BASIN <br />OAK CREEK 17 42 t�y�� GRATE=36.36 ; FL=32.26 <br />44 43 + �� CONNECT0.020 ;TO D® DMH= 32 08 12 <br />0 SLF X " DRAIN <br />rn , 1j <br />UNIT 2 <br />4.. <br />a 3 X <br />- 3 GRATE ELEVATION SHOWN IS GUTTER <br />1 _ ......... ... ..... ..__ ......_...._.. k FLOWLINE AND DOES NOT INCLUDE <br />/ <br />1' SAWCUTLINE 1" DEPRESSION. <br />+ + W + 10, iry + + + <br />00 <br />25' SD <br />00 <br />2+00 6' <br />49 <br />-x-act--x-xm-x--x--x-x-x <br />• <br />a CL 2 . , NOTES: <br />4 <br />WHERE WATER LINE CROSSES <br />_ . , - . • . •, <br />DRAINUNE ,WATER LINE SHALL <br />48 <br />,$!5 46 BE OF CLASS 200 PIPE OR <br />47 <br />` EQUIVALENT. <br />ALL <br />STA: 4+36.87 6'R I 2. CTLA55 ORM IIIRIPE RCP AIN PRE N pR DBE <br />CONSTRUCT DMH 14 CONCRETE PIPE OR AS NOTED. <br />INV=27.00 30" THRU) <br />STA: 3+01.83 12.05'R INV=29.06 12" SW) STA: 9+42.18 6"R <br />EXIST DMH 2 INV=31.74 12" SE} NV=2 R69ONSUCT 3. CIPCP - 0"H THRU) CONCRETE PIPE. <br />FL=26.87 EX 30" IN SW) INV=29.94 12" W) <br />FL=26.87 �30" NE) INV=29.94 12" E) <br />FL=26.87 EX 30" OUT) EASTVIEW DRIVE <br />0 00 i <br />! I <br />PROPOSED N <br />CL GRADE i i `r��i ; ► "� <br />j <br />PROPOSED I o I <br />FL <br />{ ! <br />! j � ` <br />_w <br />r' <br />PROPOSED CL ; i <br />AQ <br />E <br />__. <br />Ex{ST{NG CL <br />E <br />-- ,68% +0.25% ; % <br />-0 <br />j 0.3fi% +0.25 <br />o <br />PROPOSED FL <br />30' MIN C4 <br />I <br />21 LF 3 X PVC WATER wWW` ' <br />TO WELL 51 ! .10 <br />INV=33.00 ,, °' i ;C, ! w <br />30 <br />- <br />I <br />PLACE 132 LF X 30" CIPCP SD E ` I PLACE 255t LF X 30" CIPCP D 5=0.0010 <br />PLACE 503t LF X 30" CIPCP SD ®S=0.0013 j { <br />0 S =0.0013 I <br />f f <br />j 30„ S© <br />I j <br />3 j FL 27.92 <br />20 <br />I i j <br />I I E I <br />I <br />_ ....... .. _. <br />W <br />fw- N Z] I €� F=- (n (n j E ! =o lV N € <br />�Q �" M ►� gO=fV=tV ~©ter- I <br />� <br />cd <br />€I Lc; CZl Z oVN��wr.� n <br />' �am��Q�� <br />NIc�--)_rn <br />N w ao crofl 0a�I)Iiw <br />mvo0�a + <br />J NNN0r <br />+ +❑00 cq OR + X <br />Z <br />NUJ ZoZ�Z NIVN Z <br />2cr o»> <br />0 x -iiW NZZ2vtitIIi <br />IIi <br />i <br />j <br />EY3 I 0 <br />©cGr� I ` <br />130 I <br />k N E <br />J E � <br />7 ; j + I <br />710 j <br />1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 s+oa10 <br />0+00 +oo 2+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARB �R e IMPROVEMENT PLANS FOR DATE: 10/28/1999 18 <br />DRAWN BY: RAE/RDF/RHK � � � BLACK OAK ESTATES HORIZONTAL: 1"-40' OF <br />- <br />ASSOCIATES <br />EAST VIEW DRIVE STA 1 +00 TO 12+00 <br />DESIGN BY: SRB t� NO. C 047099 <br />EMGINEERWG • PUNRINVG . LANDSCAPE ARCHITECTURE •WATER RESOUR(ES . SURYEYN� � EXP. S 2/31 /99 VERTICAL: 1 =4' <br />*sT 6 1\_ �P CADFILE: E1.DWG 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 9TFCO � COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />PRINTED: THUR 10/28/1999 14:28:22 <br />