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EXISTING M.H.^INT. 10+00.00 RANCHO FONTANA VILLAGE PARKWAY ' ' - O 1
3' W'LY OF EXISTING 8 V.C.P. SEWER STA. 23+19.44 SULTANA AVENUE ~ Q U
PER DWG. NO. 1295 �--ry
STA. 13+25.00 1 Q
SULTANA AVENUE 5'S'LYO e 12
SEE RIGHT
Underground Service Alert
BEFORE YO
roc Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
SCALE: 1» - 40 V I Ili L I G E
0 20' 40' 80' 120' 160'
OWNER /DEVELOPER: BENCHMARK:
NEW WEST B.M. N0.361 ELEV. 1365.00
NAIL IN POLE
PROPERTIES S.W. CORNER SULTANA7& BASELINE
369 SAN MIGUEL
DRIVE SUITE 375-A
99PO6020C»90
(949) 640-6420 FAX(949) 640
-6484
MARK BY DATE
ENGINEER
INT. 12+50.00 RANCHO FONTANA VILLAGE PARKWAY
= STA. 5+17.26 LYTLE CREEK AVENUE
FONTANA
PARKWAY
REVISIONS
APPR. DATE
CITY
j'
STA. 16+55.01 RANCHO FONTANA
VILLAGE PARKWAY
=STA. 9+95.00 ORLANDO DRIVE
M. H. NO. 3 1
5' SLY OF Q.
CONSTRUCTION NOTES
CS �-CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112
2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
33 - INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
44 - INSTALL 8" D.I.P. SEWER MAIN WITH HOT DIP
B TUMINUS COATING AND MECHANICAL JOINTS
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
�,O 0 A. S q�
? m
No. 25917 M
* Exp. 12/31/05
s�TF
C10-
Of -
f0 -OF CA��F
RANCHO FONTANA
VILLAGE PARKWAY
SEE LEFT
S U L T A N.44�.
AVENUE
CSL ENGINEERING, INC.
CITYOFP"r)KITAKIA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 « FAX (909) 785-5180 SE
DESIGNED BY: RA
PREPARED BY: R.C.E. N0. 25� RAS
EXP. 12 31 05
/�/ /o-oZ CHECKED p�
��tSG GT S��-�= DATE:
RICHARD A. SCIANNI DEC'RC�1
SEWER IMPROVEMENT PLANS SCALE:
TRACT 15964-1 1"=40'
ONTANA V LL E PARKWAY DATE:
A LA s
D §JUNE,LTA A U E 2001
DWG. NO. SHEET
CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 1 3022 2 OF 7
JN545/1 1-15-01 /545_-1 sewer2. DWG/S:40
SEWER LATERAL TABLE STATIONS
LOT
DESIGN AS BUILT LOT DESIGN AS BUILT
20
11+79 27 15+17
21
11+89
22
12+88
23
12+98
24
13+98
25
14+08
26
15+07
APPR. DATE
CITY
j'
STA. 16+55.01 RANCHO FONTANA
VILLAGE PARKWAY
=STA. 9+95.00 ORLANDO DRIVE
M. H. NO. 3 1
5' SLY OF Q.
CONSTRUCTION NOTES
CS �-CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112
2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
33 - INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
44 - INSTALL 8" D.I.P. SEWER MAIN WITH HOT DIP
B TUMINUS COATING AND MECHANICAL JOINTS
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
�,O 0 A. S q�
? m
No. 25917 M
* Exp. 12/31/05
s�TF
C10-
Of -
f0 -OF CA��F
RANCHO FONTANA
VILLAGE PARKWAY
SEE LEFT
S U L T A N.44�.
AVENUE
CSL ENGINEERING, INC.
CITYOFP"r)KITAKIA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 « FAX (909) 785-5180 SE
DESIGNED BY: RA
PREPARED BY: R.C.E. N0. 25� RAS
EXP. 12 31 05
/�/ /o-oZ CHECKED p�
��tSG GT S��-�= DATE:
RICHARD A. SCIANNI DEC'RC�1
SEWER IMPROVEMENT PLANS SCALE:
TRACT 15964-1 1"=40'
ONTANA V LL E PARKWAY DATE:
A LA s
D §JUNE,LTA A U E 2001
DWG. NO. SHEET
CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 1 3022 2 OF 7
JN545/1 1-15-01 /545_-1 sewer2. DWG/S:40