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CONSTRUCTION NOTES
Q CONSTRUCT 48" DIA. ECCENTRIC MANHOLE
PER
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CITY OF FONTANA STD. NO. 2000 & 2001
SEE DETAIL ON SHEET 11
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Q ADJUST MANHOLE TO GRADE
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O7 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
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BEDDING PER DETAIL ON SHEET 11.
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10 INSTALL SEWER PLUG
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BENCH MARK:
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The Bench Mark for this project is:
SL Chis. "X" top curb return
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SHOULD CONSTRUCTION OF THE REQUIRED
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CITY FIII
O FO NTANA. CALIFORNIA
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SEWER IMPROVEMENT PLAN
-3. on of
0 of Sierra Avenue and Summit Avenue
Elevation=1663.115
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
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�USCOE
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; No. C 047255 N m E M G
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M E E R N DRAWN BY: TERRA VISTA AVENUE SCALE: a
DIAL TWO WORKING
CARRIED FORTH IN A DILIGENT MANNERTHE CITY
a Exp. 12/31/09 MSM 1"=40'
10390 Commerce Center Drive, Suite 200 Rancho Cucamonga, California 91730 FROM SIERRA AV TO MANGO
BEFORE �� DAYS BEFORE OF BEARINGS:
YOU DIG BASIS
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
tel 909.581.0676
o fox 909.581.0696 awww.fuscoe.com DESIGNED BY: ___ AVENUE DATE:
STA 1 0 TA 15+4115
YOU DIG . •
The bases of bearings for this drawing Is.
TO BRING THEM INTO CONFORMANCE WITH
s,9 C I V O- ���
rF
MSM r MARCH 2008 E
a
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The west line of Sec. 20 T1 N, R5W
"W
STANDARDS IN EFFECT.
of CA%-%'
DWG. No.:
�/6 OS H ED BY APP 0 BY 8 c
" l3
being N00'33'41 per R.S. 35/9
REV. REVISION DESCRIPTION
DATE ENGR. CITY DATERLB
R.C.E.ENGINEER R.C.E. 51152 DATE: 4676 3
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