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ch
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6 1 Z+bU. UU
CLEAN OUT
PROPOSED
R/W
3
LINE
I
W
I 1
0
1 Z
r 1
W
W
1 ' j
1 It 1
6' Wx 170' L I ! I 1
1 I J
5 7 I
+46.
V=94 1.37 R/W i ! II III +36. 26
i ! � � I i I NV=942. 37 � R/W 5 7
-4)10+82 +78 (LINE"J") CL MH NO. I
179 91.69 JURUPA STREET i
CL STATIONING I1
T I 'i EXIST
EXISTING 30" VCP SEWER R/W
PER I . E. V. A. (CBMWD) DWG � L
NO C-12 SHEET 13 OF 18--\
PREPARED BY:
HDR ENGINEERING, INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
ora—filsrv01 \ustnproj\200093\003\project—drawings\sewers\200093s08.dgn
TOLL FREE -qqm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
1
12/6/2007
SCALE
HOR I Z: I" = 40'
VERT: I" = 4'
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
TO BREAKING INTO THE MANHOLES.
3. WHERE ADDITIONAL R/W IS NEEDED, NEW SEWER HOUSE CONNECTIONS SHALL
BE EXTENDED TO PROPOSED R/W.
4. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-I.
r;- Al I CFWFR P I PFC, I AY I Nr I N TRFNrN PFR r I TY CSF P'nNTANA �Tn PI AN Nn_ I nnR_
(�---SAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT
CONCRETE PAVEMENT
ti WILLIAM . 0 Z
DRAWN BY:WA
P.. }..-._
00
9 Exp, 9-30-09
00
STD. PLAN No. 1 33- 1 .
DATE:
12/05/2007
sT4r civ,,. ��P
CHECKED BY.
WFY
BREAKING
O
PLAN No. 208-I.
N
SEWER TERMINAL CLEAN OUT STRUCTURE
PER
SPPWC STD PLAN No. 204-0.
43 13
CONSTRUCT
8" VITRIFIED CLAY PIPE (VCP) EXTRA
STRENGTH SEWER MAIN.
I
INSTALL SEWER CAP. SIZE PER ADJACENT
j
N
O
O
M
�
Ln
i
dl
N I j
PER SPPWC
STD. PLAN No. 200-2.
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O
+
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00
+
O
00
+
O
-
Lo
+
CONSTRUCT BLANKET PROTECTION FOR PIPE
i
-
-
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O
I r7
O
(FOR EXISTING PIPES CROSSED OVER BY A
O
0
40 80 120
REVISION DESCRIPTION
DATE
--
--
i I
_9�0
d
Prepared Under The
�°FESS ,
Supery I s i on Of :
CITY OF F O N TA N A 7
CALIFORNIA
I
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z
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f
i
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0
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CONST. 7_$.78 LF OF 8"
CONST. 174. 8J_ LF OF 8"
EXTRA STRENGTH VCP
;7
7
EXTRA STRENGTH VCP
10+00
11+00
12+00
6 1 Z+bU. UU
CLEAN OUT
PROPOSED
R/W
3
LINE
I
W
I 1
0
1 Z
r 1
W
W
1 ' j
1 It 1
6' Wx 170' L I ! I 1
1 I J
5 7 I
+46.
V=94 1.37 R/W i ! II III +36. 26
i ! � � I i I NV=942. 37 � R/W 5 7
-4)10+82 +78 (LINE"J") CL MH NO. I
179 91.69 JURUPA STREET i
CL STATIONING I1
T I 'i EXIST
EXISTING 30" VCP SEWER R/W
PER I . E. V. A. (CBMWD) DWG � L
NO C-12 SHEET 13 OF 18--\
PREPARED BY:
HDR ENGINEERING, INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
ora—filsrv01 \ustnproj\200093\003\project—drawings\sewers\200093s08.dgn
TOLL FREE -qqm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
1
12/6/2007
SCALE
HOR I Z: I" = 40'
VERT: I" = 4'
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
TO BREAKING INTO THE MANHOLES.
3. WHERE ADDITIONAL R/W IS NEEDED, NEW SEWER HOUSE CONNECTIONS SHALL
BE EXTENDED TO PROPOSED R/W.
4. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-I.
r;- Al I CFWFR P I PFC, I AY I Nr I N TRFNrN PFR r I TY CSF P'nNTANA �Tn PI AN Nn_ I nnR_
(�---SAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT
CONCRETE PAVEMENT
ti WILLIAM . 0 Z
DRAWN BY:WA
SEWER PLAN
SCALE
1 "=40'
9 Exp, 9-30-09
PER SPPWC
STD. PLAN No. 1 33- 1 .
DATE:
12/05/2007
sT4r civ,,. ��P
CHECKED BY.
WFY
BREAKING
INTO EXISTING MANHOLE PER SPPWC STD
PLAN No. 208-I.
�—CONSTRUCT
SEWER TERMINAL CLEAN OUT STRUCTURE
PER
SPPWC STD PLAN No. 204-0.
43 13
CONSTRUCT
8" VITRIFIED CLAY PIPE (VCP) EXTRA
STRENGTH SEWER MAIN.
I
INSTALL SEWER CAP. SIZE PER ADJACENT
PIPE.
47
(�Y--CONSTRUCT
4' DIAMETER PRECAST CONCRETE SEWER
MANHOLE
�—REMODEL
EXISTING SEWER MANHOLE BASES
PER CITY OF
FONTANA STD PLAN
PER SPPWC
STD. PLAN No. 200-2.
No. 2003. CASE NUMBER PER PLAN.
SCALE IN FEET
�–CONSTRUCT
HOUSE CONNECTION SEWER PER SPPWC STD PLAN No. 222-I, TYPE A.
CONSTRUCT BLANKET PROTECTION FOR PIPE
PER SPPWC
STD PLAN NO. 225-1
(FOR EXISTING PIPES CROSSED OVER BY A
NEW PIPE).
0
40 80 120
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Prepared Under The
�°FESS ,
Supery I s i on Of :
CITY OF F O N TA N A 7
CALIFORNIA
2:54:58 AM DFLTUSFR
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.
T
JURUPAAVENUE STREET IMPROVEMENTS
ti WILLIAM . 0 Z
DRAWN BY:WA
SEWER PLAN
SCALE
1 "=40'
9 Exp, 9-30-09
LINE 1 f J l 1
DESIGNED BY: A G D
DATE:
12/05/2007
sT4r civ,,. ��P
CHECKED BY.
WFY
APPROVED BY
Fz_ i
DRAWING NO.:
18V
F OF CP -`F °
Date; 12/05/07
;''�"%
'H—
43 13
I
CITY ENGINEER R.C.E. 51152 DATE:
47