HomeMy WebLinkAbout3608-510+00.00 PETALUMA DR N — .- N
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SEE SHEET 4
PETALUMA DRIVE
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REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIIIGEW MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN E,FECT
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.
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP. NO. 1536697E AT THE SW CORNER
OF BASELINE AVb IUE AND SULTANA AVENUE.
YOUNG HOMES ELEVATION: 1365.[11, SINCE DESTROYED
10370 TRADEMARK STREET cITE BENCHMARK
RANCHO CUCAMO�JGA,
CA 91730 SW CORNER,SEC. 31, TAN., R.5W., S.13M.-2' I.P.
(909) 291-7600 WITH BRASS CAP, C.S.M AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELLVATIOM 1NI16
297.65'
0
'OSED R/Wcn
i
�►�
z
73 �
CONSTRUCTION NOTES
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 NO. 30)
BACKWATER CHECK VALVE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
6253 Stena Avenue
Fontana, California 92335
tog) 356-1615 Fax 4795-1
q
David S. Hammer, R.C.E. 43976
(expires 6/30/2005)
100' O'4OwE 134.35' 20
�11 - 201 20'1-11?I
BIDWELL LONE
SEE SHEET 7
I? OFESS /C
S. Hq�
oP �� I--
2
w No. 43976 m
* Exp. 6/30/05
F CAL�FQ
DRAWN BY.
AE
DESIGNED BY.
DEA
CHECKED BY:
gAMI
4
'b
84
86
85
O
(w W)
1 NCI! m 4O FT.
CITY OF FONTANA, CALIFORNIA
.SEWER IMPROVEMENT PLAN
TRACT NO.16572 SCALE: 1'=40'
PETAL ADRIVE DATE:
SEPTEMBER, 2004
VED BY _ DRAWING NO.:
. DATE: 3�Z>5
CITY ENGINEER R.C.E. 51162 3608 7
Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572-SO5.dwg
SEWER LATERALS TRACT 1
I
LOT NO.
DESIGN STA
BACKWATER
AS–BUILT STA. YES NO
LOT NO.
DESIGN STA
AS–BUILT" STA BACKWATER
YES N0
21
14+53
X
69
15+32
1
X
22
13+92
X
70
16+29
11 X
23
12+90
X
71
16+52
X
24
12+66
X
72
17+12
X
25
11+72
X
84
19+78
X
26
11+13
X
85
20+25
X
27
10+52
X
86
20+31
X
28
10+30
X
87
20+43
X
61
10+70
X
88
20+36
11
X
62
11+52
X
89
20+28
X
63
11+69
X
90
20+10
X
64
12+38
X
91
19+06
X
65
12+93
X
92
18+81
X
66
13+62
X
93
17+86
X
67
14+13
X
68
14+77
X
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIIIGEW MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN E,FECT
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.
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP. NO. 1536697E AT THE SW CORNER
OF BASELINE AVb IUE AND SULTANA AVENUE.
YOUNG HOMES ELEVATION: 1365.[11, SINCE DESTROYED
10370 TRADEMARK STREET cITE BENCHMARK
RANCHO CUCAMO�JGA,
CA 91730 SW CORNER,SEC. 31, TAN., R.5W., S.13M.-2' I.P.
(909) 291-7600 WITH BRASS CAP, C.S.M AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELLVATIOM 1NI16
297.65'
0
'OSED R/Wcn
i
�►�
z
73 �
CONSTRUCTION NOTES
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 NO. 30)
BACKWATER CHECK VALVE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
6253 Stena Avenue
Fontana, California 92335
tog) 356-1615 Fax 4795-1
q
David S. Hammer, R.C.E. 43976
(expires 6/30/2005)
100' O'4OwE 134.35' 20
�11 - 201 20'1-11?I
BIDWELL LONE
SEE SHEET 7
I? OFESS /C
S. Hq�
oP �� I--
2
w No. 43976 m
* Exp. 6/30/05
F CAL�FQ
DRAWN BY.
AE
DESIGNED BY.
DEA
CHECKED BY:
gAMI
4
'b
84
86
85
O
(w W)
1 NCI! m 4O FT.
CITY OF FONTANA, CALIFORNIA
.SEWER IMPROVEMENT PLAN
TRACT NO.16572 SCALE: 1'=40'
PETAL ADRIVE DATE:
SEPTEMBER, 2004
VED BY _ DRAWING NO.:
. DATE: 3�Z>5
CITY ENGINEER R.C.E. 51162 3608 7
Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572-SO5.dwg