HomeMy WebLinkAbout5706-2BASIS OF BEARING&
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PROPOSED 8 EXTRA STRENGTH VCP SEWER MAIN
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1020 PROPOSED 6 99 VCP
SEWER LATERAL 9A9
BUILDING I
PROFILE SCALE:
HORIZ. - 1 40'
VERT. - 1 4'
709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 2+00 1+00
STA. 710+39.98 C/L SEWER
MANHOLE CONST. BY OTHERS
1046.40 RIM
709+00 710+(
PROP. 8" EXTRA STRENGTH
VCP SEWER BY OTHERS.
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1020 PROPOSED 6 99 VCP
SEWER LATERAL 9A9
BUILDING I
PROFILE SCALE:
HORIZ. - 1 40'
VERT. - 1 4'
709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 2+00 1+00
STA. 710+39.98 C/L SEWER
MANHOLE CONST. BY OTHERS
1046.40 RIM
709+00 710+(
PROP. 8" EXTRA STRENGTH
VCP SEWER BY OTHERS.
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BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"28990
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
(.0
-c u) _jcD
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0
Tcl�!
1EITERLINE 01 PROP*
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8"TORM—DRAW—
j 25+DV- CT, 26
Ic> _6
0
c
Rim: 1047.24
7
I_oINV OUT: 1036.38 6" PVC
SANTA
TOLL FREE
'"Mm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
71400
�g :M
LLJ
cn w
(n
z
C,
2ts+uu
I4__
715�00
CD
- C)
ANA
__j
CENTERLINE OF PROP.
M -DR AW:::
+--&TO�R
30+0
717
cq
+ LLJ
(n
�_OCD
V)U-
31+00-
i
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
REVISION DESCRIPTION DATE ENGR. CITY D STANDARDS IN EFFECT.
I
OFESS/ot
s
LQ
Q�
R.C.E. 0 56155
u') Exp. 12-31-18
C/ v \\,
OF c
0 20 40 80 120
SCALE: 1 =40
SEWER CONSTRUCTION NOTES:
0-- REMOVE EXISTING 8" VCP PLUG.
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PIPE
TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008
(D- - CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. 2001
& - ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000
(D- CONSTRUCT 6" VCP SEWER LATERAL AND CLEANOUT PER CITY OF FONTANA STD. 2005
CONSTRUCT SEWER CLEAN OUT BOX PER CITY OF FONTANA STD. 2006.
repare n er e upervision Of
T171�nes Englneoring, Inc.
CIOL ENGINEERING -LAND SURVEnNG
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 906.38
PH.(714)521-4811 FAX(174)521-417J
CDCa t e :41j!al
REINHARD STENZEL RCE NO. 56155
DRF 15-017
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY: SANTA ANA AVENUE SCALE:
D.T. STA. 710+96.32 TO STA. 717+42.74 AND SEWER LATERAL AS SHOWN
DESIGNED BY:
SOUTH WEST FONTANA LOGISTICS CENTER DATE:
S�# CORNER OF NTA ANA AND CYPRESS AVE
M.S.R. LA A 0,4*'% 1 Q-71 1
CHECKED BY: AP DRAWING NO.:
DATE:
5706
R.S. CITY ENGINEER R.C.E. 51152 A F3
04
3
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00
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BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"28990
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
(.0
-c u) _jcD
t
t <9
U:
M
- F� ��
of
v) ;-j
<
_j CL
0
Tcl�!
1EITERLINE 01 PROP*
cz)
8"TORM—DRAW—
j 25+DV- CT, 26
Ic> _6
0
c
Rim: 1047.24
7
I_oINV OUT: 1036.38 6" PVC
SANTA
TOLL FREE
'"Mm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
71400
�g :M
LLJ
cn w
(n
z
C,
2ts+uu
I4__
715�00
CD
- C)
ANA
__j
CENTERLINE OF PROP.
M -DR AW:::
+--&TO�R
30+0
717
cq
+ LLJ
(n
�_OCD
V)U-
31+00-
i
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
REVISION DESCRIPTION DATE ENGR. CITY D STANDARDS IN EFFECT.
I
OFESS/ot
s
LQ
Q�
R.C.E. 0 56155
u') Exp. 12-31-18
C/ v \\,
OF c
0 20 40 80 120
SCALE: 1 =40
SEWER CONSTRUCTION NOTES:
0-- REMOVE EXISTING 8" VCP PLUG.
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PIPE
TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008
(D- - CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. 2001
& - ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000
(D- CONSTRUCT 6" VCP SEWER LATERAL AND CLEANOUT PER CITY OF FONTANA STD. 2005
CONSTRUCT SEWER CLEAN OUT BOX PER CITY OF FONTANA STD. 2006.
repare n er e upervision Of
T171�nes Englneoring, Inc.
CIOL ENGINEERING -LAND SURVEnNG
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 906.38
PH.(714)521-4811 FAX(174)521-417J
CDCa t e :41j!al
REINHARD STENZEL RCE NO. 56155
DRF 15-017
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY: SANTA ANA AVENUE SCALE:
D.T. STA. 710+96.32 TO STA. 717+42.74 AND SEWER LATERAL AS SHOWN
DESIGNED BY:
SOUTH WEST FONTANA LOGISTICS CENTER DATE:
S�# CORNER OF NTA ANA AND CYPRESS AVE
M.S.R. LA A 0,4*'% 1 Q-71 1
CHECKED BY: AP DRAWING NO.:
DATE:
5706
R.S. CITY ENGINEER R.C.E. 51152 A F3
04
3
V)
V)
00
a,
04 0)
ii'*
-0
a
-0
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