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CONSTRUCTION NOTES
(D INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
O2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
STANDARD DRAWING 112
O TRENCHING AND BEDDING PER CITY OF FONTANA
STANDARD DRAWING 131 OR DETAILS ON SHEET 2
O4 INSTALL 4" SEWER LATERAL AND RESIDENTIAL CLEANOUT
PER CITY OF FONTANA STANDARD DRAWING 125
Q 0
DIAL TW❑ W❑RKING
BEFORE DAYS BEF❑RE
YOU DIG Y❑U DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT
GRAPHIC SCALE
40 0 20 40 80 120
SCALE 1" = 40'
RECORD DRAWING
REV. REVISION DESCRIPTION
10+00
i xee,
RON S -� A0
SN .GG SNE
Cef_ 7r.
A �i'
11+00
LEGEND
\ \ \ \ 8" WATER
MAIN PE= 61.0 --------•••--__ PROPOSED WATER MAIN
E
4
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orn
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O +
_ t `n o , ' O MANHOLE
3--J
PE= 61.7 __________________________-,_...---------------
PE= ,� 0 19 27'
r PROPOSED WATER LATERAL
-- __ 926, 45.3�� PROPOSED SEWER LATERAL
II I A O• - - PROPOSED R/W
8 ATER€I IN CURB LINE
...,��_... _______,t.
10+00.00 NUTMEG CIRCLE 1 00 I PROPOSED R/W
= 16+36.44 � SAFFRON ST. � 0� STREET 1 +00 ���
I'43'1 I
09+95.00 NUTMEG CIRC R
SEWER LATERAL TABLE
WE
2 I 8" VCP. S 16+41.44 SAFFRON ST. I I 1
� MH. No 11 FLOW
_N 1 _ MH. No 12 2 LOT No. DESIGN "AS BUILT" BACKFLOW
N
ho 11+06.24
0)' I ,,et •
�l ` If I 453j 24 21+70.91 21 t 70 NO
1
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D
J •48' 25 20+29.95 20 +30 NO
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26 20+13.95 20 +14 NO
f 1t
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o 27 18+64.95 16 4- 65 NO
corn
4 +
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NUTMEG CIRCLE IE� II i I 11 �� 11 11 11 ��
Q�v Q►�
(- o. 114 rrn
CZ • 31�2o1a z
gTF CIVI ' .
OF CAL�FCc
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
JL6 .%I¢{ PLANS TO BRING THEM INTO CONFORMANCE WITH
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
I Crouse/Beers & Associates, Inc.
Engineering * Surveying * Planning * Construction Management
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
Ph. (951) 736- 040 Fax (951) 736-5292
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OUG S N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE
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C I l Y O F FO NTANA, CALIFORNIA
TRACT No.16678-2,
DRAWN BY:
SANITARY SEWER PLANS SCALE: A = 40
EG CYCLE
DESIGNED BY: DATE:
PT STA --2+95.00 /Td TA 11+06.24 APRIL, 2005
CHECKED BY: APPR ED BY. DRAWING NO.:1 1
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