HomeMy WebLinkAbout3608-2CYPRESS AVENUE
SEE CITY DViG NO. 3W
SHEET NO.6
32' 34'
12' !1 j20"- F2',-, 12' 10'
PROPOSED 42" 42" STORM DRAM 0
PER CITY DWG, NO. 3610 1 I N
o I= j
10+00.00 CL STONECREEK DRIVE
24+38.01 CL CYPRESS AVENUE , 1 I z I Ii
ri I 11
10+00.00 STONECREEK DRIVE = F
24+43.02 CYPRESS AVENUE iii I I; I
I
uj c
EXIST. 6" WATER
N +
>� o
EXIST. 2" GAS 11 1 11= li O
w
105 1 104
203.00' - i 101
MWIME
I 0Mmom
103 1 7'102
R/W
101
N89'59'20"W 250.00'
N
TYP. oo
100 3 99 98
1C'r'n 0* 1AIATCD U
97
- - _ J_N89'59'20"W250.00'
----------[PROPOSED
5
R/W
SEWER LATERALS TRAGI 1&M
W
Z 106
3 107
108
109
DESIGN STA
TYP.
17
15+36
CYPRESS AVENUE
REV.
p D
- o
TWO WORKING
DIAL DAYS BEFORE
BEFORYOU DIG
YOU DIG T:
'.-800-227-2600
TOLL FREE PIND SERVICE ALERT
A PUBLIC SERVICE BY UNDERGROU
REVISION DESCRIPTION
I�Lfli�s�`:Ie1I!<�t��l:1�J
SHOULD CONSTRUCTION OF REQUIRED
NPROMM NOT COMN(E WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SWAM HEREON AND CARRIED FORTH IN A
DIUCE'NT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
=W I
1 64' 1
PROVIDENCE WAY
SEE SHEET 3
M
K
14+77.76 CL STONECREEK DRIVE =
STONECREEK DRIVE
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00'00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 91730
(909) 291-7500
ORIGINAL BENCHMARK
CITY OF FONTANA SM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1'65.01, SINCE DESTROYED
SITE BENCHMARK
SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P.
WITH BRASS C'C.S.M. AT THE INTERSECTION OF
BASELINE AVE'6E AND CITRUS AVENUE.
ELEVATIOrt-
95
R/W
M
O
uj ♦ :E
J
94 ^ "
-1---17 -I-
ED R/W
19
PETALUMA DRIVE
SEE SHEEP 5
71
16+20.48 CL PETALUMA DRIVE
# 70
1 r 11
C) ,
CD It
ll
20
II i� II 69
PLTALUMA DRIVE
SEE SHEET 5
., Prepared By:
ALLARD ENGINEERING
4 Civil Engineering - Land Surveying - Land Planh no
8253 Sierra Avenue IT
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1-795
c -
David S. Hammer, A.C.E. 43976 Da le
(expires 6/30/2005)
0WHIC SCALE
(INS)
IM= 4oFr
CONSTRUCTION MOTES
10--- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
(D—REMOVE PLUG AND JOIN TO EXIST. SEWER
4�01FESS /�ti
Hq,yF`
_ z DRAWN BY.
0AE
No. 43976 m
Exp. 6/30/05 DESIGNED BY:
* DEA
P
C t y I ��lCHECKED BY:
FOF CAQ O (a mi
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
TRACT O. 16572 SCALE: 1 "=40'
STO C K DRIVEDATE:
SEPTEMBER, 2004
APP ED Bl • DRAWING NO.: 2
I CITY ENGINEER R CTE. 51152 3608 7
Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572—S02.dwg
SEWER LATERALS TRAGI 1&M
LOT NO.
DESIGN STA.'AS-BUILT'
STA. BACKWATER LOT NO,
YES NO
DESIGN STA
"AS -BUILT" STA. BACKWATER
YES NO
17
15+36
X 100
13+79
X
18
16+36
X 101
13+07
X
19
16+67
X 102
12+58
1 X
20
17+45
X 103
10+86
X
94
17+48
y 104
10+61
95
16+70
X 105
10+72
X
96
16+46
X 106
10+77
X
97
15+47
X 107
11+64
1 X
98
14+92
X 108
12+48
X
99
14+29
x
REV.
p D
- o
TWO WORKING
DIAL DAYS BEFORE
BEFORYOU DIG
YOU DIG T:
'.-800-227-2600
TOLL FREE PIND SERVICE ALERT
A PUBLIC SERVICE BY UNDERGROU
REVISION DESCRIPTION
I�Lfli�s�`:Ie1I!<�t��l:1�J
SHOULD CONSTRUCTION OF REQUIRED
NPROMM NOT COMN(E WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SWAM HEREON AND CARRIED FORTH IN A
DIUCE'NT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
=W I
1 64' 1
PROVIDENCE WAY
SEE SHEET 3
M
K
14+77.76 CL STONECREEK DRIVE =
STONECREEK DRIVE
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00'00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 91730
(909) 291-7500
ORIGINAL BENCHMARK
CITY OF FONTANA SM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1'65.01, SINCE DESTROYED
SITE BENCHMARK
SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P.
WITH BRASS C'C.S.M. AT THE INTERSECTION OF
BASELINE AVE'6E AND CITRUS AVENUE.
ELEVATIOrt-
95
R/W
M
O
uj ♦ :E
J
94 ^ "
-1---17 -I-
ED R/W
19
PETALUMA DRIVE
SEE SHEEP 5
71
16+20.48 CL PETALUMA DRIVE
# 70
1 r 11
C) ,
CD It
ll
20
II i� II 69
PLTALUMA DRIVE
SEE SHEET 5
., Prepared By:
ALLARD ENGINEERING
4 Civil Engineering - Land Surveying - Land Planh no
8253 Sierra Avenue IT
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1-795
c -
David S. Hammer, A.C.E. 43976 Da le
(expires 6/30/2005)
0WHIC SCALE
(INS)
IM= 4oFr
CONSTRUCTION MOTES
10--- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
(D—REMOVE PLUG AND JOIN TO EXIST. SEWER
4�01FESS /�ti
Hq,yF`
_ z DRAWN BY.
0AE
No. 43976 m
Exp. 6/30/05 DESIGNED BY:
* DEA
P
C t y I ��lCHECKED BY:
FOF CAQ O (a mi
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
TRACT O. 16572 SCALE: 1 "=40'
STO C K DRIVEDATE:
SEPTEMBER, 2004
APP ED Bl • DRAWING NO.: 2
I CITY ENGINEER R CTE. 51152 3608 7
Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572—S02.dwg