HomeMy WebLinkAbout5706-3BASIS OF BEARINGS:
SEE DETAIL SHEET 1
K
1050
1040
PROP. ULT. CYPRESS AVE
R W C/L
EXISTING
GRADE
GRADE
---�ZLO20o
1050
1030
1020
VCP
SEWER LATERAL 9139
BUILDING I
PROFILE SCALE:
HORIZ. - 1" = 40
VERT. - 1 = 4'
2+00 1+00
t104
LLI
-'0 0
1030
9r"
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co
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�ONST. 39.52 L.F.�
.
6" PVC
1020
PROPOSED
99
6
1050
1030
1020
VCP
SEWER LATERAL 9139
BUILDING I
PROFILE SCALE:
HORIZ. - 1" = 40
VERT. - 1 = 4'
2+00 1+00
32
---------
ci >1 a -
Co —
31+00
7_
Of
1030
1020
1010
1000
_-XIST JURUPA AVE
R/W C/L
R
+
00 EXISTING
< t1i
C4 GRADE
PROPOSED,/Z
GRADE
cl
(n
X
Lj
00
n >;
Lc) :z
C14 —
+ M
S2:0
-020o
103
1020
1010
t104
LLI
-'0 0
'ROP. -c'
9r"
-< C:)
PO LO
co
>< Uj
wl
�> "'f M. 1000
6
Ln lf� c�
C)t
32
---------
ci >1 a -
Co —
31+00
7_
Of
1030
1020
1010
1000
_-XIST JURUPA AVE
R/W C/L
R
+
00 EXISTING
< t1i
C4 GRADE
PROPOSED,/Z
GRADE
cl
(n
X
Lj
00
n >;
Lc) :z
C14 —
+ M
S2:0
-020o
103
1020
1010
PROPOSED 6 99 VCP
SEWER LATERAL 9C 9
BUILDING 2
2+00
La
7c,
cl F_ c'
C>
A: I (N
277 �O
277 60
z
_
1+00
OINVOUT:1005.84 6" V.C.P.
Rim: 1023.83
7T
14.81
278+oo 33" VCP SEWER PER 1583 279+00
WYE
1003.97)
�
O 0 0. �72 \0 002.9J6 V
9
EW INV
SEW -INV 0 A_N
---$EW/NV S � �V/
1�mSTMNG 33-"-SEWE-R M.H.
(D < EXISTING 33" SEWER M.H.
(1022.75) RIM LO
+ '_j P r P STORM DRAP., (1024.61) RIM
004
CN a.- - - - - - - - - - -
V) cl-
1124
7.
lady rV_/YPR SS AV SEWER CONSTRUCTION NOTES:
0 20 40 80 120
1 0 REMOVE EXISTING 8" VCP PLUG.
(D CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PIPE J-URUPA AV
0 TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 0 20 40 80 120
(D CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. 2001 1
ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000 SCALE: 1 "=40'
CONSTRUCT 6" VCP SEWER LATERAL AND CLEANOUT PER CITY OF FONTANA STD. 2005
CONSTRUCT SEWER CLEAN OUT BOX PER CITY OF FONTANA STD. 2006.
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
19289*1
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'
A
--------- A�
TOLL FREE '"mm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV.
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
A- STANDARDS IN EFFECT.
REVISION DESCRIP11ON DATE ENGR. CITY D TEI
1 1 1
ctf R.C.E. NO. 56155 1
Lp Exp. 12-31-18 "zr
�A
V Q)
0
c N\ -
Prepared Under The Supervision Of
Thlones Englnearing, Inc.
C1WL ENGINEERING -LAND SURVEMG
14J49 FIRESTOIVE BOULEVARD
LA MIRADA, CALIFURIVIA 906J8
PH.(714)521-4811 FAX(714)521-417J
Date 411011
Q_S) 14��l
V % .
REINHARD STENZEL RCE NO. 56155
DRF 15-017
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
SCALE:
CYPRESS AVE AND JURUPA AVE
DRAWN BY:
D.T. SITE SEWER LATERALS AND PROFILES AS SHOWN
DESIGNED BY- SOUTH WEST FONTANA LOGISTICS CENTER DATE:
W CORNER OF WTA ANA AND CYPRESS AVE
M.S.R. PAPeEL,M42::yQ, 19711
CHECKED BY:
A�M 1.26. �5 1DRAWING
�7
DATE: 47�3
570
R.S. CITY ENGINEER R.C.E. 51152 3
0
w
5
A
P'�' )
cq
Z) A
Z,-
0 6
t104
U) 0
V)
00
'luj
9r"
-< C:)
LU
co
>< Uj
wl
�> "'f M. 1000
6
Ln lf� c�
C)t
+.<C)
r C)
U;z
r--<+,z�,U<c)
C14
UJ
CD
cl
CONIT,51*16 L.F.
PROPOSED 6 99 VCP
SEWER LATERAL 9C 9
BUILDING 2
2+00
La
7c,
cl F_ c'
C>
A: I (N
277 �O
277 60
z
_
1+00
OINVOUT:1005.84 6" V.C.P.
Rim: 1023.83
7T
14.81
278+oo 33" VCP SEWER PER 1583 279+00
WYE
1003.97)
�
O 0 0. �72 \0 002.9J6 V
9
EW INV
SEW -INV 0 A_N
---$EW/NV S � �V/
1�mSTMNG 33-"-SEWE-R M.H.
(D < EXISTING 33" SEWER M.H.
(1022.75) RIM LO
+ '_j P r P STORM DRAP., (1024.61) RIM
004
CN a.- - - - - - - - - - -
V) cl-
1124
7.
lady rV_/YPR SS AV SEWER CONSTRUCTION NOTES:
0 20 40 80 120
1 0 REMOVE EXISTING 8" VCP PLUG.
(D CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PIPE J-URUPA AV
0 TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 0 20 40 80 120
(D CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. 2001 1
ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000 SCALE: 1 "=40'
CONSTRUCT 6" VCP SEWER LATERAL AND CLEANOUT PER CITY OF FONTANA STD. 2005
CONSTRUCT SEWER CLEAN OUT BOX PER CITY OF FONTANA STD. 2006.
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
19289*1
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'
A
--------- A�
TOLL FREE '"mm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV.
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
A- STANDARDS IN EFFECT.
REVISION DESCRIP11ON DATE ENGR. CITY D TEI
1 1 1
ctf R.C.E. NO. 56155 1
Lp Exp. 12-31-18 "zr
�A
V Q)
0
c N\ -
Prepared Under The Supervision Of
Thlones Englnearing, Inc.
C1WL ENGINEERING -LAND SURVEMG
14J49 FIRESTOIVE BOULEVARD
LA MIRADA, CALIFURIVIA 906J8
PH.(714)521-4811 FAX(714)521-417J
Date 411011
Q_S) 14��l
V % .
REINHARD STENZEL RCE NO. 56155
DRF 15-017
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
SCALE:
CYPRESS AVE AND JURUPA AVE
DRAWN BY:
D.T. SITE SEWER LATERALS AND PROFILES AS SHOWN
DESIGNED BY- SOUTH WEST FONTANA LOGISTICS CENTER DATE:
W CORNER OF WTA ANA AND CYPRESS AVE
M.S.R. PAPeEL,M42::yQ, 19711
CHECKED BY:
A�M 1.26. �5 1DRAWING
�7
DATE: 47�3
570
R.S. CITY ENGINEER R.C.E. 51152 3
0
w
5
A
P'�' )
cq
Z) A
Z,-
0 6