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FROSURFACE n
O C/L OF SO
IX. SURFACE OJ
CA OF SO HGL
EUSRNG 48RCP
STORM DIRNN
8 S11R�N� LYLY4 L `ARMS FOR 0ONIINUAMMI
= O
= 11 ffpps
LINE C
U ' R, J
4" 48
EUSTINC 42' RCP C OF OO
PER DWG NO. 2832 M1DE DRIVEWAY
Z I I 1055.48
108AN RIM
5)+FV OO � IXIR \ i3
IX MMIHOIE
EDSNNG R/W—, I i21— FOR OONIINUARON
Vm�N44'S943'E IX R/W M
7495'�; PROP. 9EWFN CONNECRON TO DL
a' SEWER PER DWG NO. 6217
PROP. R/W JDNCroH SIRUCN
EUnNG 48' RCP A",
Q Tl k 45'
PER DWG. NO. 2832� -S"fff — — B: 30'
�`1054.89 IM' C 7'
IX511143 12 SEMER
PER DWG N0. 2831 �. DL 2fi6 W�=
DRIVEWAY
s'
a
*NOTE
v,} 1051.7 INV PER DWO NO. 2832
(Iou.ai) IW (+— DUE TO -UM SHIF)
LINE C
CONTRRCTOR IS —1 TO VE 1 THE GOING MNY PIPE I 'lN III( I
LDI-ON AND DEVATNIN PRIOR TO THE START OF ANT CONSTRUCTOR ll R IL
7BENCHMAAIO s., OF BEARINGS: �OR0
sum , sxm , emu
CONSTRUCTION NOTES
O1 INSGVL 30' DM. RCP (D-2000)
O2 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STANDARD W10
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS SEAL - ENGINEER
NOT COMMENCED WITHIN TWO YEARS OF THE DATE OF.+A�'ap
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 4
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
ENGINEERING
NO.: C71566
/ D22
HORIZ. 1'=40'
VERT. 1'=4'
N
W M.. E
_ G S
4a a 4G aD ,20
PLAN & PROFILE LINE C AS "WN
16171 SLOVER AVENUE DOE s/13/22
821BNG 2 p