HomeMy WebLinkAbout4098-4-_-- PROPOSED SU
C4yi6Ia
..-........... ......... _...... ........ ---
-.- - - - .
................ . ........
1045
10
........................ . ..
............. . ......... . . . .... . ............. ...................... ..... .. ... . ...
.............. ................. ... CONSTRUCT
...................
. ................... .. . ............
296.00
. ...... . ..
LF
_
.. ......
VCP
__
- - ----
....... .... .......... . . . ...
STRENGTH
. . ......
PIPE
IP
O
N 0'22'42" W
C/TY OF FONTANA B.M.
279.33
0
......... .............................
_ ...�_.
..................................._ _
r
_..._.... _.._ ........_ ..._.................... ........ -....... _............. ...__._._. _.......... .........
"
.. ..... .... ._... 1- -
_ 1
--
a
0_
...........
-.. _ ................. ----.--..... ----.-........
NOTE (T�fR�}: CONTRACTOR TO _
VERIFY ALL RIM ELEVATIONS PRIOR
............ .........._�
- --
_ _. .- .. .. _.. _ .....
----- -
'
-_.-. <.......... .. .... ...-......-..- ......... .'. .... __..
__— - --- -_
.___. _.. .. .�._.
fi
......._ _...- ... ..._.. _...... _......._ .. _ ._...... ..-.__._ ....... ... -...................-_ ---_. ........... .__ _.. ._._ _ .............
--
_. i --- _ ----.- ---
........
._........
COURT, 500 FEET SOUTH OF SLOVER AVENUE
_..._... _ . ......
......_._.._-._---.--------.-_-..__
_
-- _._-- __.--
—#—
4"
DIAL
BEFOREDAYS
t + _ ......a ... _.._._ _ -"--- -- _.....
F
7+27.72
z
4"
CONSTRUCTION
TO COMMENCING ----CONS __ ..
......... ;
Y❑U I6
r
, -
-...-......
-..
- -. _
1 8+49.15
8+74.00
4"
rn
1-800-227-2600
i
i
A PUBLIC SERVICE
_. ...__.._
i
�+,�i
o+
.
.__.._. .... ...._............
.._. -_....
PROPOSED SURFACE ........
OVER SEWER
_.. _......
__ .....
d- oloo
..
._...- _.
_._...._..�_._._.......--- .----...__...._----._. ..........
._.......-------------- -- .. -
_ __ .- _-
#
-_-- PROPOSED SU
C4yi6Ia
..-........... ......... _...... ........ ---
-.- - - - .
................ . ........
1045
10
........................ . ..
............. . ......... . . . .... . ............. ...................... ..... .. ... . ...
.............. ................. ... CONSTRUCT
...................
. ................... .. . ............
296.00
. ...... . ..
LF
.......... ..
8"
.. ......
VCP
. ... .......... -
EXTRA
....... .... .......... . . . ...
STRENGTH
. . ......
PIPE
IP
O
N 0'22'42" W
C/TY OF FONTANA B.M.
279.33
0
r
i
ULTIMATE
R/W
I
i
O w
L w
+�
OI
GAS LI�V
___
R/W> v
a
CI
Cr
c�
- 30'
li
oT7MD
BENCHMARK
RADIUS
LENGTH
TANGENT
O
N 41'10'26" E
2+42.00
IP
O
N 0'22'42" W
C/TY OF FONTANA B.M.
279.33
0
N 0'22'42" W
3+04.00
J
a
OD
CHISELED BOX IN EASTERLY TOP OF CURB OF
4+8.00
300.00
C=
N 0.22'42" W
5+25.00
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND
255-091-41
6+27.71
COURT, 500 FEET SOUTH OF SLOVER AVENUE
4"
255-111-22
6+40.51
ELEVATION = 1077.400'
4"
DIAL
BEFOREDAYS
TWq M(ORKING
B FORE
7+27.72
CITY OF FONTANA B.M. NO. 296
A BOAT NAIL. SET IN SIDEWALK AT THE NW
4"
YOU DIG
255-091-32
Y❑U I6
8+49.00
4"
255-101-11
1 8+49.15
8+74.00
4"
CORNER OF THE INTERSECTION OF SIERRA
TOLL FREE
1-800-227-2600
AVENUE & THE BRIDGE (N/0 SLOVER AVENUE)
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
ELEVATION = 1137.71 1967
/440� /,*"—�
Q(REVISED ENTIRE SHEET)
3 RECORD DRAWN
2 REVISED SEWER AND STORtrI DRAIN LOCATIONS
1 ADDED CONSTRUCTION NOTE 15
REV, REVISION DESCRIPTION
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN
2/04/06 A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS
i/03/01 E.B. �� TO BRING THEM INTO CONFORMANCE WITH
V06/06 E.B. STANDARDS IN EFFECT.
DATE ENGR. CITY DATE
CONSTRUCTION NOTES
3� CONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER MAIN
4�- CONSTRUCT 4' DIA. MANHOLE PER CITY OF FONTANA STD.
DETAIL 112
O6 — CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA
STD. DETAIL 125 (SEE DETAIL "B" ON SHEET 1)
7� CONSTRUCT CONCRETE BLANKET PER SPPWC STD. PLAN 225-1
(SEE DETAIL ON SHEET 6)
12 SAWCUT, REMOVE AND REPLACE PAVEMENT AND/OR NATURAL
GROUND RITY OF FONTANA STANDARD PLAN NO. 1031 u
15 NEW PAVEMENT PER SEPARATE STORM DRAIN PLANS DAft WING `N0. 4099 Q
DATA TABLE
O
BEARING/DELTA
RADIUS
LENGTH
TANGENT
O
N 41'10'26" E
2+42.00
29.27
O
N 0'22'42" W
2+91.00
279.33
0
N 0'22'42" W
3+04.00
300.00
OD
N 0'22'42" W
4+8.00
300.00
O
N 0.22'42" W
5+25.00
49.00
LATERAL TABLE
APN
DESIGN
"AS BUILT"
SIZE
BACKFLOW
255-111-17
2+43.54
2+42.00
4"
255-091-12
2+90.70
2+91.00
4"
255-111-16
3+04.29
3+04.00
4"
255-111-21
4+67.40
4+8.00
4"
255-091-46
4+75.71
5+25.00
4"
255-091-41
6+27.71
6+60.00
4"
255-111-22
6+40.51
6+52.00
4"
255-091-47
7+27.72
7+38.00
4"
255-091-32
18+42.72
8+49.00
4"
255-101-11
1 8+49.15
8+74.00
4"
40 0 20 40 80 120
SCALE 1"= 40'
RENCO ENGINEERING, INC.
Civil Engineering
Planning
Surveyying FDESIGNED
Construction Management
One Technology Pork, Building ✓-725, Irvine, California 92618 lephone (949 753-8111 Fox (949) 753-0775
Date : O'- 2%- 09 CARLOS A. P DA — R.C.E. 38639
RECORD DRAWING
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
SCALE:
JUNIPER AVE. As Noted
FROM JURUPA AVE. DATE:
T9 't RTH-� OF JURUPA AVE. 05-02-06
ArF'P OVED �O DRAWING NO.: 4
D 4098 6
CITY ENGINEERR.C.E. 511b2