HomeMy WebLinkAbout4676-76j
1811S2 ITOIP21 "
� � i-814.42 I BOt 24
130+00
1T 205.40' LI 0t 1
131+00
CONSTRUCTION NOTES
10 CONSTRUCT 12" EXTRA STRENGTH VCP SEWER LINE
BEDDING PER DETAIL ON SHEET 11
O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
44 ADJUST MANHOLE TO GRADE
10 INSTALL SEWER PLUG
11 INSTALL STEEL ENCASEMENT PER DETAIL ON SHT 11 (24"DIA.)
12 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
O1J 1'J 1 V l./ 11 1TJLL-111x11 e
The Bench Mark for this project is:
SL -3. Chis. "X" on top of curb return
of Sierra Avenue and Summit Avenue
Elevation=1663.115
DIAL TWO WORKING
BEFORE DAYS
YOUBEFORE
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
O
n
REVISION DESCRIPTION
133+00
ME E
No 0
ME E
S_
r�
YY�■�
I>•®ti��t•
0
6
135+00 136+00
1 IC"TR�CT 132 .0411 LF 1OF Ll 2" rXA, A JTREWG
137+00 138+00
�k
SIERRA AVENUE
NOTE.-
SEE
OTESEE SHEET 11 FOR TYPICAL SECTIONS
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
STANDARDS IN EFFECT.
NOTE:
EXISTING POWER POLE TO
BE VERIFlED PRIOR TO
CONSTRUCTION IF NECCESSARY
/
b 6 'MOME11
0 F rE , is 1 11 MEN
0 0 EARN M 2
W1
F MEM
MOMOMME111- E
139+00
NOTE:
TRENCHED PAVEMENT AND
SWALE(S) TO MATCH
EXISTING CONDITIONS
O QRpFESS/ON C a
L. q
FUSCOE
co co Ln hills
NO. C 047255 m E N 6 1 N E E R I N G
W Exp. 12/31/09 X 10390 Commerce Center Drive, Suite 200, Rancho Cucamonga, California 91730
*
tel 909.581. 676 o fax 909.581.0696 o www.fuscoe.com
CVIL
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=01Mon
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1 "=4'
141+00
v
E
40 0 40 80
a
E
_o
scale1 »= 40' feet
o
M U
C
o
CITY OF FONTANA4 CALIFORNIA
U �
0
SEWER IMPROVEMENT PLAN
a) 00
E M
� I
DRAWN BY
I E RRA AVENUE
SCALE:
o 0
MSM
1"=40
0 N
130# 00.00 TO STA 141+00.00
06
DESIGNED BY.oTA
DAMF
MSMTO
M 380 NORTH 0 DUNCAN CANYON
160'± NORTH F TCRA VISTA
MARCH, 2008
—5
E -b
CHEC,KED BY:
AP ROVED BY:
DWG. NO.:
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RLB
' �� ��
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4676
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C) -J
ENGINEER R.C.E. 51152 DATE:
oil
Mill
6j
1811S2 ITOIP21 "
� � i-814.42 I BOt 24
130+00
1T 205.40' LI 0t 1
131+00
CONSTRUCTION NOTES
10 CONSTRUCT 12" EXTRA STRENGTH VCP SEWER LINE
BEDDING PER DETAIL ON SHEET 11
O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
44 ADJUST MANHOLE TO GRADE
10 INSTALL SEWER PLUG
11 INSTALL STEEL ENCASEMENT PER DETAIL ON SHT 11 (24"DIA.)
12 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
O1J 1'J 1 V l./ 11 1TJLL-111x11 e
The Bench Mark for this project is:
SL -3. Chis. "X" on top of curb return
of Sierra Avenue and Summit Avenue
Elevation=1663.115
DIAL TWO WORKING
BEFORE DAYS
YOUBEFORE
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
O
n
REVISION DESCRIPTION
133+00
ME E
No 0
ME E
S_
r�
YY�■�
I>•®ti��t•
0
6
135+00 136+00
1 IC"TR�CT 132 .0411 LF 1OF Ll 2" rXA, A JTREWG
137+00 138+00
�k
SIERRA AVENUE
NOTE.-
SEE
OTESEE SHEET 11 FOR TYPICAL SECTIONS
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
STANDARDS IN EFFECT.
NOTE:
EXISTING POWER POLE TO
BE VERIFlED PRIOR TO
CONSTRUCTION IF NECCESSARY
/
b 6 'MOME11
0 F rE , is 1 11 MEN
0 0 EARN M 2
W1
F MEM
MOMOMME111- E
139+00
NOTE:
TRENCHED PAVEMENT AND
SWALE(S) TO MATCH
EXISTING CONDITIONS
O QRpFESS/ON C a
L. q
FUSCOE
co co Ln hills
NO. C 047255 m E N 6 1 N E E R I N G
W Exp. 12/31/09 X 10390 Commerce Center Drive, Suite 200, Rancho Cucamonga, California 91730
*
tel 909.581. 676 o fax 909.581.0696 o www.fuscoe.com
CVIL
sT9TF OF f CAS-�Fp��\P � ///�
� 1�—W
a0
P4,
WE�zz
so SIMI
=01Mon
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1 "=4'
141+00
v
E
40 0 40 80
a
E
_o
scale1 »= 40' feet
o
M U
C
o
CITY OF FONTANA4 CALIFORNIA
U �
0
SEWER IMPROVEMENT PLAN
a) 00
E M
� I
DRAWN BY
I E RRA AVENUE
SCALE:
o 0
MSM
1"=40
0 N
130# 00.00 TO STA 141+00.00
06
DESIGNED BY.oTA
DAMF
MSMTO
M 380 NORTH 0 DUNCAN CANYON
160'± NORTH F TCRA VISTA
MARCH, 2008
—5
E -b
CHEC,KED BY:
AP ROVED BY:
DWG. NO.:
z
RLB
' �� ��
C'"
4676
o
C) -J
ENGINEER R.C.E. 51152 DATE: