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CURVE
UNE TABLE
DESIGN
DELTA
RADIUS
LEN/DIST
TANGENT
1
N 88'48'16" W
13
81.30'
7E•
C
9' 13'31 "
380.00'
61.18'
30.66'
15
15'59'55"
380.00'
100.11'
50.34'
TRACT 16872-1
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
12
10+31
SCALE.•
As SHOWN
YES
13
10+62
7E•
YES
14
11+03
SEPT 2004
YES
15
11+89
DRAWING NO.
3755
YES
16
12+09
YES
17
12+92
NO
18
13+12
NO
19
14+00
YES
20
14+20
YES
21
15+20
YES
22
15+40
YES
23
16+37
NO
24
16+70
NO
28
16+17
YES
29
15+30
YES
10
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N=
REV.
Ve,a--:
REVISION DESCRIP770N
SCALE IN FEET
B/E'Z ZA CO
sEE URT
PISA
OATEI EVGR.1 C17Y I DATE
SICILY Y LANE
zHEET 4
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
E
16+71.89 PISA LAN.30 SICILY LANA
==15+
CONS TRUC T/ON NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG NO. 112 ( 10=48" )
O3 INSTALL 4A' V.C.P. SEWER LATER4L PER
C17Y OF FONTANA STD. DWG. NO. 125
O INSTALL BACKWATER VALVE DEVICE
O REMOVE PLUG AND JOIN EXISTING 8" D.I.P. SEWER
Q
a
18-17
IME CONOREIE BASE OF
Of SI
n EVA
7HE BRC N08939'31'E
ALONG INE GY SUMMIT AVE
A3 5VO14N ON 7R. NO.
16427-1. M.B. 296/7-11.
Prepared Under me Supervision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED
OATEsMADOLEAND 3C INC.
SEWER IMPROVEMENT PLANS
760-A S. ROCHESTER AVENUE
DRAWN Sri
Dd
PISA LANE
SCALE.•
As SHOWN
ONTARIO, CA 91761
PHONE ( 091 37-9151
TRA C T 18872-1
DESIGNED BY -DA
7E•
CFB
SEPT 2004
ate : Y•LZ•o
CHECKED 8Y•
SCL
APPRO 0 BY: i ''
DRAWING NO.
3755
lylo
Ck 62le EXPO. 9-30-03
CI EN /NEER R. C. E 51152 DATE
JA126-20041seweAsew05.dwa. 4/21/2005 12:06:59 PM. MVA