HomeMy WebLinkAbout4284-211 - CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DETAIL 2001
2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
�- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DETAIL 2005
-�3 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT
PER CITY OF FONTANA STD. DETAIL 1008
Underground Service Alert
OEFORE y0,
GPy o Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER /DEVELOPER:
NEWWEST HOME
450 NEWPORT CENTER DRIVE, SUITE 480
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-9310
STA. 9+95.00 SAPLING LANE
TR C r 16 04 6--1
NAS /44-47
EXIST. 8" SEWER ,
PER TRACT --16046=1
DWG. NO. 2815
(SHEET 4) ., EXIST.
SCALE: 1"= 40'
0 20' 40' 80'
BENCHMARK:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEV.= 1428.6090
REV.
120'
1PECORD
ito-if i
HEMLOCK
wvcwll Ir-
HEMLOCK
r
HEMLOCK
AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
G'��ri;•1'Q� �
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.
SEAL -ENGINEER
/ QROFESS/ON\
P
UJ ? m
No. 25917
* Exp. 12/31/07
\`P CIVIC
F OF CA1-�FO��
MA
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(951) 785-5122 * FAX (951) 785-5180
PREPARED BY: R.C.E. NO. 25917
EXP. 12/31/07)
S_ DATE: R-49--07
RICHARD A. SCIANNI
*SEWER LATERAL NOTE:
CONTRACTOR SHALL CONSTRUCT A FLAT WYE FOR
THIS SEWER LATERAL IN ORDER TO CLEAR THE
PROPOSED 8" WATER BY A MINIMUM OF 12"
"RECORD DRAWING"
a. S_"
CITY
DRAWN BY:
AD
DESIGNED BY:
SE
SEWER LATERAL TABLE STATIONS
LOT BW VALVE DESIGN AS BUILT
1 NO 11+45 II +0$
2 NO 11+67 II+67
3 NO 12+72 2
15 NO 12+92 /21`93
16 NO 12+82
17 NO 11+73
18 NO 11+62
19 NO 11+01
OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
CHECKED BY fATEED
01 A RAS J 'M ,
SCALE:
TRACT 16243 1"=40'
SAPLING .LANE DATE:
L�L , MAY, 2007
DWG. NO. SHEET
ENGINEER: RICARDO SANDOVAL R.C.E. 51152 4284 2 OF 2
JN748/748-SEWER2.DWG/05-07-07/S:40
4
NO
12+85
I + f0
/2f8S
5 NO 13+92
/3192
6 NO 14+13
7 NO 15+34
8 NO 15+53
9 NO 15+56
10 NO 15+50
/s"f S0
11 NO 15+28
/St 27
12 NO 15+18
A54_/7
13 NO 14+08
14-,-08
14 NO 13+95
/3f9s
15 NO 12+92 /21`93
16 NO 12+82
17 NO 11+73
18 NO 11+62
19 NO 11+01
OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
CHECKED BY fATEED
01 A RAS J 'M ,
SCALE:
TRACT 16243 1"=40'
SAPLING .LANE DATE:
L�L , MAY, 2007
DWG. NO. SHEET
ENGINEER: RICARDO SANDOVAL R.C.E. 51152 4284 2 OF 2
JN748/748-SEWER2.DWG/05-07-07/S:40