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�1 —CONST. 18" RCP, D - LOAD AS NOTED.
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2a CONST . 2 4 RCP, D LOAD AS NOTED. t3 . � c� V)
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0)_ CONST. 27" RCP, D LOAD AS NOTED. f2 5 90 /9.D/ 9 ( ThP information on this drawing �. obtained f 0 n Othe S a d
�RD��SION •r C/TY TO •PESE�Pl/EE.�ISE%�'/1/T
� � y � must he verified in the field by anyone prior to use or o -� q� N � 3 r ,�o,P
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CONST. 3311 RCP, D - LOAD AS NOTED. ConstrUCtion. HALL & VOREMAR1, INC. is net responsible for \}�, �. c� a j� Gt/f�'E/f/ •yE�LOc,� ,�il/�N!/�
' n4 or depictions. All above round
r r0 d fac,lll (OCat10 p y �� MIAX. JAcl<'1W P1,57W 1/CE E /5 .4f.�AN�O/1/EO,
11 SCALE : 1`1=40"ilnde u� i seen anti verified by the parties that A� \
CONST. 3E RCP, D -- LOAD AS NOTED. facilities c;an he re_ �i (y .�, 26229
intend to Ilse same. Ex OQD DRl� WING
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CONST. 4 211 RCP, D --LOAD AS NOTED.
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11NOTED. C ITY 0 FONTANA C
07—CONST. 45-11 RCP, D LOAD AS ATF Of Ali J'-
12 -CONST. MANHOLE NO. 2, PER DETAIL, SHEET 8, PUBLIC WORKS D
DRAWN BY � � S STORM DRAIN PLANS
SCALE:
13 CONST . -TEMP . INLET, PER DETAIL SHEET 8.
W41 e 9! ;1� 9$ • HORIZ.: I"= 40
CONST. JUNCTION STRUCTURE, NO. 2, PER DETAIL SHEET 8. 3170 REDHILL AVENUE COSTA MESA, CA92626-3428 (714) 641-8777 DESIGNED B HEMLOCK AVENUE VERT.: I"=4
D7 ---PLUG END OF RCP SOLID. _ "/PECORD OPrA01W5`VAr,4',4rR�D�` X26 �. .3-31- $'
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING as
g1 CHECKED BY DATE
24
-INSTALL 54'_x _'/Z" �1- CKEP_ --STEEL C/-�S(�IG -f - 2 ODD RECORDDJ'f/C. /NFt�iPMAT/O/1/ -2?-9 W-1
PREPARED UNDER THE SUPERVISION OF: JCH STA. 8+00.00 TO STA. 19+3 .46
3A CONST 30 RCP D- LOAD A5 NOTED _ '�
a -- _ - _ - - - .900Ep . f'TE�G L'Asiv�-%'1=90 elf- p J 0 B NO. � ,_ > D R. NO. S H T. N 0.
L�El - D.CT LL -- 1-1E_C-�CC71�------- - C �; I! 88 APPROVED '` '. cC,1= �'%f 40
-- -- _.-_
NO. REVIS IONS E GR S. DATE CITY ATE 3811 7 OF
APPROVA APPRO JOHN C. HOGAN R.C.E. 26229 DATE 1AITEAIM CITY ENGINEER R.C.E.2til26
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