HomeMy WebLinkAbout3022-45 U T U R L T R \C-1 T -1 -6 D 4
co
CD
4 U. /
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SCALE: 1" = 40'
0 20' 40' 80' 120' 160'
Underground Service Alert
BEFORE yoG
o Call: TOLL FREE
VPS �
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG J
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375—A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
B.M. N0. 361 O -EV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
LO
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.n
CD_ ,, t
�\00
Q BON
_t�_
LJ FUTURE 8" SEWEF`
PER TRACT 15964 I
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ik'`
TRACT BOUNDARY
I
STA. 14+05.03 MEMPHIS DRIVE
D1 =STA. 12+54.00 ORLANDO DRIVE
� M.H. N0. 6
5' S'LY OF Z
FREEPORT CIRCLE CL IT. STATIONS15+0.07 MEMPHIS DRIVE
SEE SHEET cJ = STA. 10+00.00 FREEPORT CIRCLE
68' 50' ''I -
�4' . 3 25 2 '
. 1 ' ' ' t xJar
18 18
101.03' , s l= d- I 100.00 100.00'
--� 5 "I o �
zr CD PROPOSED 8" WATER
�I SIS
72Ti
- _ ..
o
PROPOSES &,, .WATER -y a4 ,4 R/ W' BW -
I ' 65.03' R/W 81.98' "' 82.02'
----- I------- — --- ----
14+00 "'1 I T�15+00�
2� I / I , \ t 89'S9'54' EIt�Nl q'i" ' —''[ 156.03'
—._- 34' 3'
12' I'L-",?2' "22'll 12'
ORLANDO
DRIVE
SEE SHEET 3
CONSTRUCTION NOTES
(D—CONSTRUCT SEWER MANHOLE SEWER PER CITY STD. DETAIL 112
2 INSTALL 8 EXTRA STRENGTH V.C.P. SEWER MAIN
3�— INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
MARK I BY I DATE
ENGINEER
r7_:Qffl &-IN7ilk 141-
37.02' 50.50' .f, % 50.50X'J—
N pp
17+00 o T "'
16 00 — r,
`1489*? 9�5 V-' E I I 1 1 246.00' o0
to
28 2 9'_"�
3 0
r cr)
r 'i "7' �.. ,.
L0BW �?
V Ge)
3
3 3
ST. STATIONS
q INT. 14+10.03 MEMPHIS DRIVE
= STA. 12+59.00 ORLANDO DRIVE
AP P R. DATE
CITY
(2
TUCSON
LANE
SEE SHEET 6
25' 5' 1-9,
(�18
-
-LO'�-' � �V__, �__ � q -
I
=,_
rol
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.
rr. 8
a,.
BW
O
37 _
RAW BW
36
7�
3
ST. STATIONS
INT. 18+20.07 MEMPHIS DRIVE
= STA. 10+00.00 TUCSON LANE
STA. 18+15.07 MEMPHIS DRIVE
=STA. 9+95.00 TUCSON LANE
q M. H. N0. 9 1
5' S'LY OF (�
SEAL—ENGINEER
CSL ENGINEERING, IN-C.-
I?
FES S/p
�O a A. 8 11651 STERLING AVENUE, SUITE E
�ciy F`2 RIVERSIDE, CALIFORNIA 92503
C/) v 2 G' (909) 785-5122 * FAX (909) 785-5180
CD ? m
Uj
No. 25917 M
y� Exp. 12/31/05
PREPARED BY: R.C.E. N0. 25917
CIVIC O���P EXP. 12/31/05)
OF CA�N� . S
DATE:
RICHARD A. SCIANNI
CITY OF FONTANA,
EWER
LATERAL TABLE STATION
LOT
DESIGN AS BUILT
28
14+67
29
15+04
30
15+95
31
16+46
50.50'
50.50'
37.30'Uj
17+47
�t
3
35
18+09
n.
,3
N730,
..,.
- -----------
-_-
tS f'
31
31
�:�732
33
34rn
131
3
3
V
3
TA. 15+65.07
MEMPHIS DRIVE
3
=STA. 9+95.00
FREEPORT CIRCLE
q M. H. N0. 7
1
5' S'LY OF Q
rol
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.
rr. 8
a,.
BW
O
37 _
RAW BW
36
7�
3
ST. STATIONS
INT. 18+20.07 MEMPHIS DRIVE
= STA. 10+00.00 TUCSON LANE
STA. 18+15.07 MEMPHIS DRIVE
=STA. 9+95.00 TUCSON LANE
q M. H. N0. 9 1
5' S'LY OF (�
SEAL—ENGINEER
CSL ENGINEERING, IN-C.-
I?
FES S/p
�O a A. 8 11651 STERLING AVENUE, SUITE E
�ciy F`2 RIVERSIDE, CALIFORNIA 92503
C/) v 2 G' (909) 785-5122 * FAX (909) 785-5180
CD ? m
Uj
No. 25917 M
y� Exp. 12/31/05
PREPARED BY: R.C.E. N0. 25917
CIVIC O���P EXP. 12/31/05)
OF CA�N� . S
DATE:
RICHARD A. SCIANNI
CITY OF FONTANA,
EWER
LATERAL TABLE STATION
LOT
DESIGN AS BUILT
28
14+67
29
15+04
30
15+95
31
16+46
32
16+56
33
17+47
34
17+92
35
18+09
CALIFORNIA
DRAWN BY: SEWER IMPROVEMENT PLANS
SE TRACT 159
DESIGNED BY:
RAS EMPHIS
CHECKED B APPROVED BDEC
f�.11TTYy�INP11714NEER: RICARDO SANDOVAL, R.C.E. 51152
SCALE:
1" =40'
DATE:
JUNE, 2001
DWG. NO.
3022
SHEET
4oF7
vIVJ`ti/ I I —Vz:l—U I/ J`F.J-- I SCWCI `t.UVVh/ O.—tu