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CONSTRUCTION NOTES <br />GRATE ELEVATION SHOWN IS GUTTER <br />FLOWLINE AND DOES NOT INCLUDE <br />0.5' DEPRESSION AS INDICATED ON <br />OAKWILDE DETAIL 6, SHEET 16. <br />1 AVENUE <br />i <br />1 <br />I <br />1 <br />1 , <br />1 <br />01 - 10 <br />.__. <br />N 4 <br />F- .- <br />13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 v 21+00 22+00 23+00 1 LLI w <br />Z - -+- - --I- - --f- - —�- - 1 - i- • °o - -�-�-- - -ter - --1 -- -I - �--"" "F-- - -+- - -+-- ----i- - - �---- -1 �- ---- -F-- Z w <br />r v Ir wJ <br />8" W - 8 W N N' <br />M W <br />if so <br />U <br />�1 1� <br />1 7 8 9 10 11 12 13 55 1 <br />1 � 1 <br />s ' <br />STA: 22+06.89 27R <br />STA: 12+61.59 27'R STA: 17+11.59 27'R CONSTRUCT DMH 1 <br />CONSTRUCT DMH 3 STA: 15+21.50 10'R CONSTRUCT M <br />iNV=34.94 9 <br />INV=31.16 CONNECT $ WATER INTO INV=32.34 12" IN) g <br />9 EXISTING WATER FROM INV=31.84 (18" OUT) a NOTES: <br />WATER LINE CROSSES <br />e OAKWILDE AVENUE1. <br />DRAINLINE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />QUASHNICK ROAD EQUIVALENT. <br />2. STORM DRAIN PIPE SHALL BE <br />CLASS IIT RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />00 ml(01 rolo o DO co ' <br />RIGHTEPof o1 o Dei o o o o as o1 6, <br />M DT�HOSED RIGHTL n (, M ai <br />M °? <br />M <br />s a C0 <br />to O <br />t <br />I PROPOSED DITCH FL <br />f <br />EXISTING CL <br />—ziz —.------,... I <br />I � ._ _.._ - PROPOSED EP <br />I <br />40 <br />------'-------I------------- <br />MIN. 0.25 0.25% -0.43% 0.48% <br />I 1A0� I <br />_i <br />- - - - - <br />-1- --- - - --- --- -- 1 0 ---- _ - -- - _ + <br />- - - - - <br />o -` <br />TT <br />PVC T R PVC W <br />G N,5 EA <br />W Z 4� -^' <br />r <br />ui <br />— — — — <br />— — <br />J NG PLACE 495 LF X 12" CP SD ® S=0.0052 EXIST 15" SD _ <br />W t <br />-{- — — — -_ <br />= PLACE 450' LF X 18" RCP SD ® S=0.0415 W <br />Z <br />30 <br />' <br />- I I a <br />- - - <br />� - - i I 11 _ - � - - - -- - -- _ -_ � � fit -- - _- - - - - - - -- -- I � <br />i II I III � <br />- � EXIST 33" SD <br />Q N <br />F- EXIST 72" SD I I Ikf <br />^ $ <br />i �M uj&� II I) �c' <br />20 ,no Saw — — — _ _ — — — —��_ ,_._._ N- <br />rn _? -- __-.__ _ __-----_._- _______--- __ __ _ ____. __ _ — <br />_-__._ _ __ ____- _-,-- as �._ ._..__ __--_�____ __r __ _-.-----_..-_- _-__. ___ _. _- _._ _ _._ _ _-_-_-_. <br />s �cOQ z_ z <br />W Z J - <br />tnUII UXO ( rno2v`Eo i j <br />M = <br />7 +�ncq <br />C'4 <br />4 _ <br />F <br />D j I _ . <br />rn �zrL 0 0 O z z ' rn o <br />00O <br />+ + + 1 10 <br />12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB QFESSI IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />CELLA BARB �� R. e�q, 8 <br />/ <br />DRAWN BY: RAE/RDF/RHK ASSOCIATES � � BLACK OAK ESTATES SCALE: s <br />HORIZONTAL: 1"=40' OF <br />a DESIGN BY: SRB i�NO. C 047099VERTICAL: 1"4' <br />ENGINEERNG. PUNNM . UNDSCAPE ARMECTURE . MATER RESOURCES . SURVEM C% EXP. 12/31/99 ' Q UA S HN I C K ROAD STA 12+00 TO 24+00 <br />*sr CIV1� �P CADFILE: Q2.DWG 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 �rFa-CAUe�' COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PHONE (916) 565-7446 FAX 916 565-7452 <br />oalArtrn• runs 1n7Ia71000 u•t)•an <br />