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RON900 I Of mof - • 0=0 I • • 1��Tj I UN878A
P411
0
a -
II
Q
SEE SHEET 10
CORAL WOOD PLACE
LOT NO.
DESIGN
AS -BUILT BACKFLOW
10
8+44
NO
1
8+67
NO
12
9+45
NO
100
10+65
YES
16-1—
11+4
N
102
11+56
NO
SEE SHEET 11
PINE LEAF AVENUE
"II
!�� 7 �' 1� � I'� , 1,
WOODS TEA D WAY
SEE @ RIGHT
Aa LEAF LANE
0 O
DIAL TWO WORKING
BEFORE DAYS
YOU DIG DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
rr4-9
RBC.
103
102
SCALE IN FEET �PSC=ALE: 1 " = 40'
0 40 80 120 160
105
' I
60'1
300 13
(12, 18' 18' l2 • °o = PROP. R/W
15'
A !
I 5 11 +83.40 WOODSTEAD WAY 15+42.73 WOODSTEAD WY
3 N - =10+00.00 OAK LEAF LN.
o j ; =10+00.00 BASSWOOD LANE _'T27�2�; !f 75 o CL MH J10
o ` 10+04.00 OODSTEAD WAY CL MH 18 T_77.
3 1 =126+55. 2 SUMMIT AV. _ 12+ 11.07 - 0 �_ 153.85 _ _ _ / CL INT.
•
C'40 CL MH S PROP. 54" S.D. v BC �� �-�_ - a, - o 18+18.85 WOODSTEAD WY.
11+63. AK L LN.
�n R.49 A
_ 5.0
v N u �, \ �;r w 1 - - p �� 7'20 80� 7 D - — _- - j� o
cv "� N00 29 54 "W
42 S-
_
PRO-. 2' 32 ao
tt ST CL• - P, 8 WATER PROP. R/W (20'
j N�1-PROP. 48 S.D. PRO a 72
12' I j 12#1r
P. 18" S.O. CL INT WAY 10 O OAK LEAF LANE
I PROP. 8' WATER 1 + OODSWOU LAN
I r
=10+00.00SEE @ LEFT
I�
SUMMIT AVENUE
SEE SHEET 3
21 I1z 32 2# 99
I �
BASSWOOD LANE
SEE SHEET 6
WOODS TEA D WDA Y
DA 7F I ENGR MY DATE SMOMD CONSTRUCTION OF ThE REQUIRED IAMPROVEAFENTS
NOT COMWNCE WITHWV TWO YEARS OF TME DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, TME CITY ENGINEER MAY REQUIRE
REVISIONS TO TME PLANS TO BRING MEN INTO
CONFORNANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
BENCH MARK -7 / 8-17
BASIS OF BEARINGS.•
BRASS CAP AV 7W COAKW 7E BASE OF
THE BRG N 89'30'06" E ALONG
7W SOUTH LEG OF AN SICE rOWN
545' NORM OF hYAH", Q2 AN HEST
THE CL SUMMIT AVE AS SHOWN
INSTALL 10" EXTRA STRENGTH VCP SEWER
OF SAN SEVAM RD., 265 AN HEST
ON THE RECORD OF SURVEY
IN BOOK 35, PAGE 9.
a--
3
OF SIERRA AVE
ELEVA770N: / 1428609
PER CITY STD. DETAILS 109 dr 112
Prepared Under The Supervision Of
INSTALL 10" VCP STOPPER
PREPARED IN TW OFFICE OF
5a--
SAF
MADOLE AMD ASSOCIATES, MIC.
z
-
DRA MN BY
F�
No. 62183 u)
780-A SOUTH ROCHESTER A VEM E
REMOVE EXISTING STOPPER AND JOIN PIPE
y} Exp: 9-ao-05
ONTARIO, CA 9170"180S�
PHOAW (909) 9$7-9151
DESIGNED B
9� C 1 V 1
oFClE
A1.
Date . �- P
: ip f
CHECK Y.•
". I
RC 62 EXP. 9-30-05
CONS TRUC T/ON NOTES:
1�
INSTALL 8" EXTRA STRENGTH VCP SEWER
2a—
INSTALL 10" EXTRA STRENGTH VCP SEWER
a--
3
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DETAILS 109 dr 112
4�
INSTALL 10" VCP STOPPER
5a--
INSTALL 8" VCP STOPPER
z
TRENCH REPAIR PER CITY STD. DETAIL 131
REMOVE EXISTING STOPPER AND JOIN PIPE
8a—
INSTALL 4" SEWER LATERAL
2
CITY OF FONTANA, CALIFORNIA W
W
SEWER IMPROVEMENT PLANS
OAK LEAF LANE SC S SHOWN
y
VWTEAD WAY DAM o
1:716695 OCT. 2004
DRAWNG NO. 5 4i
37M n
JA620-1887\seMrerlSEW05.dwa. 6/6/2005 4:37:52 PM. 1:1. ATS