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r T � DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
<br /> TOTAL PROJECT No SHEETS
<br /> 10 SJ 12 15.8/17.1 22 61
<br /> Z -�(o-O/ RpFESS/p �
<br /> G tIYC R NGINEER P 1q
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<br /> Lf)
<br /> N, �w0 pJ p G. 90
<br /> rri 1
<br /> x O 2
<br /> REMQVE fJt, PLACE
<br /> h
<br /> r` r UNIVERSAL COUPLER w 46387 m
<br /> PER ISTD PLAN D97C PLANS APPROVAL DATE m No.
<br /> �I -� COUNTY *
<br /> Exp.
<br /> -3/- +
<br /> _-- ___ -- -__ . _-__ AN JOA UIN
<br /> " Q Ln' d REMOVE FES, PLACE 1810 E. HAZELTON AVE m�q� CIVIL
<br /> C) = I EG c REMOVE FES, 'LACE STOCKTON, CA 95201 F OF CAQ-
<br /> UNIVERSAL COUPLER UNIVERSAL COUPLER
<br /> 4 LAN D07C __ 4
<br /> - - _ PERI F ; -P-ER STID- ..PL -0.97G + OMNI-MEANS, LTD.
<br /> €C Ahj
<br /> FG 2237 DOUGLAS BLVD. #100
<br /> FG \ ROSEVILLE, CA 95661
<br /> / 5P r. The State of California or its officers or agents shall not be responsible
<br /> f F S W R _
<br /> +_-_ - - - f €hrtf3VE,-A11tt3
<br /> REM 'ME ANIS C' Yr, - O TF �L1 �' -€ES -� --- -- ____ _ _ E�� , i for the accuracy or completeness of electronic copies of this Ian sheet.
<br /> a REPLACE FES __ _ ___ PLACE FES
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<br /> 0 2 2.738 ! -<, a ' - = 2
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<br /> 24 9 2280
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<br /> _ _ 7 _ NOTES ' -
<br /> °° > fir. , 2.4$3 12.272 2.1018
<br /> o � -- �' i •. x r' ' 1 CONCRETE BACKFILL,, SEE '
<br /> Lu
<br /> DETAIL ON SHEET D-5.
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<br /> b 1
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<br /> 40mm x
<br /> k`' ,- � SP - . e 450 rn_� x _ . __ _ �. + _ _ 6_. C T -
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<br /> 0 0 DETAIL ON SHEET D-5.
<br /> 3 FES W/RSP OUTFALL, SEE
<br /> DRAINAGE SYSTEM : NO 2 DRAINAGE SYSTEM NO _ 5i I DRAINAGE SYSTEM NO � ' DETAIL ON SHEET DI-5.
<br /> 0
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<br /> J w w REMOVE DI A D a REMOy'E 5.9 jn 600 mm
<br /> 0 DOWNPIPE, PLACE AND ES, INSTALL rrj N �i cel N
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<br /> _ H 2.337
<br /> UNIVERSAL COUPLER STA 42+56 849 _ � + _ J _.
<br /> UNIV H - _
<br /> PER 'STD PLAN i D97C STA 8+84. 27
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<br /> jd 600; mm Xi4 2 CSP
<br /> X sId �,IDENTICAL 6.8 CSPo I ,w � -+, ;� .. _ , - _ -- - fir _ .. s,_.......;_. � - � _ + _ � r _ EGW r? ,: r S-4.fl45j - S=C1.0244 ! SES . a
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<br /> 2.135
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<br /> w Y ar, r % '{ - r x .882 2.106 '
<br /> 9
<br /> o w 563 2.099
<br /> 2.12 1 .983 1 .943
<br /> 0 1 . ,,. :%. C)�;?' ,-' .933 i I
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<br /> 1 792
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<br /> ¢ � 450. mm x� b 116.4.7 ! . - 4�0 mm x b L 52 _
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<br /> _ F 450 m m x c E00 mim x -
<br /> °- m - 4.5 ,`CSP REMOVEES, P4ACE 9 - 4,6 APC r _
<br /> - 1 . 92
<br /> __ . AL COUPLER !2.6 CS 3.5 CSP p 4 0 mm 'x f 1450 mm x
<br /> � i
<br /> S-q 0255 UNIVERSAL S�0.005
<br /> 0 PER STD ! PLAN P97C S=0.0073 S=0.009 24 .6 APC 6.3 APS
<br /> -SSD D05D- S-Q.Q015.4__
<br /> 0
<br /> [DRAINAGE SYSTEM NO 7 DRAINAGE ; SYSTEM NO
<br /> DRAINAGE SYSTEM iNO
<br /> LO "
<br /> r� o N OCPI D1, FL 3.765
<br /> ap J b c >H„ � 1 .562
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<br /> a 2.9�J5
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<br /> 2 e FES I, , a, tn,, 2
<br /> e0-81-
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<br /> a _ 1 .1664 - --1 .502 d' 450 r?nm x b 450 mm ix 2;272
<br /> z 7 - P - 21 ,o APC DRIAINAGE PROFILES
<br /> ;_ _ _ _ - 23.2 .AA C - ! _ . -
<br /> 5: 45Q r?nm x 1;5-09 50.0110 H: 1 : 500
<br /> � 1 .7x2 7.6 APC S-O.g050 ALL DIMENSIONS ARE IN
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<br /> S=0.0050 I V: 1 : 50
<br /> a
<br /> 0 METER UN T H WN
<br /> S LESS 0 HERWISE S 0
<br /> 0
<br /> o DRAINAGE SYSTEM Nb 10 DRAIINAGE ' SYSTEM N 11 !; THIS PLAN ACCURATE FOR DRAINAGE ONLY. -D -
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<br /> FOR REDUCED PLANS ORIGINAL2468DRAWN BY: D.PENMAN
<br /> SCALE IS IN MILLIMETERS I i 1 i 1 i 1 i 1 DWG FILE: 040D09 CU 06241 EA 456001
<br /> T33S
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