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scale 1 "= 40' feet
p BENCH MARK:
O this project is:
The Bench Mark for p �
SL -3. Chis. "X" on top of curb return
of Sierra Avenue and Summit Avenue
Elevation=1663.115
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG BASIS OF BEARINGS:
TOLL FREE 1-800-227-2600 The basis of bearings for this drawing is:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The west line of Sec. 20 T1 N, R5W
MANGO AVENUE
- - - --------
REVISION DESCRIPTION
CONSTRUCTION NOTES
O2 CONSTRUCT 48" DIA.. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
0 ADJUST MANHOLE TO GRADE
O7 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE
BEDDING PER DETAIL ON SHEET 11.
�o INSTALL SEWER PLUG
15 INSTALL TERMINAL CLEANOUT PER CITY OF FONTANA STD. NO. 2004 ON SHT. 11
Noll
Qv-pFESS/ON M
SHOULD"CONSTRUCTIOIV OF THE REQUIRED �,�,� L F<< e,
FUSCOE
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS NOF THE DATE OF APPROVAL SHOWN HEREON AND W NO. C 047255' m E N G I N E E R i N 0
CARRIED FORTH IN A DILIGENT MANNER, THE CITY a Exp. 12/31/09 10390 Commerce Center Drive, Suite 200, Rancho Cucamonga, California 91730
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS * tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com
TO BRING THEM INTO CONFORMANCE WITH S14 CIVIL
STANDARDS IN EFFECT. E OF CALF
Immilmmil
DELTA
LENGTH
RADIUS
TANGENT
C1
22'25'59"
IN
555.00
110.06
C2
01
37.36
I
18.69
C3
18'39'09"
177.42
'
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SEWER IMPROVEMENT PLAN
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DRAWN BY:
1-20011
MANGO AVENUE
MIENEI
000
0
N
MSM
III
1"=40'
0
STA 10+00.00 TO STA 18+6200
0Cd
1000milodimm
DATE:
I
FROM TERR TSTA TO
10+00
PROFILE SCALES
HORIZ. 1 "=40'
VERT. 1 "=4'
11+00
CURVE DATA
CURVE
DELTA
LENGTH
RADIUS
TANGENT
C1
22'25'59"
217.30
555.00
110.06
C2
3'55'40"
37.36
545.00
18.69
C3
18'39'09"
177.42
545.00
89.50
CITY OF
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CITY OF
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SEWER IMPROVEMENT PLAN
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DRAWN BY:
MANGO AVENUE
SCALE:0
000
0
N
MSM
1"=40'
0
STA 10+00.00 TO STA 18+6200
0Cd
DESIGNED BY:
DATE:
FROM TERR TSTA TO
-6
MSM
TO 86 ' NOR OF TE A VISTA
MARCH, 2008
E
CHECKED BY:
APPRO BY:_
DWG. NO.:
9
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4676
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CI ENGINEER R.C.E. 51152 DATE: