HomeMy WebLinkAbout4204-3C
4)
C1
L4�
1460
1450
0
0 co
Lo—
Cs
C.)
0
c
a
EXISTING GROUND
OVER SEWER
0
0
0
r —"
10+00
1
1
1
1
36
CONSTRUCT 296.00 LF
OF 8" EXTRA STRENGTH VCP SEWER
11.00
35
12+00
34
oolo
CN
0C
13+00
33
32
O
0
d
U
1460
PROPOSED FINISHED SURFACE.
OVER SEWER
CONSTRUCT 296.00 LF
10.00
SAN LEANDRO DRIVE
SEE SHEET NO. 4
64'
32'32
12' 20' _ 1 20' 12'
!7 1 p :9
3( 3 [
f {_
tF
OF 8 EXTRA STRENGTH VCP SEWER
a00 12+00 13.00
12 300.00'
tt'
14
CONSTRUCTION NOTES
UAW 01111.
se
c)\- 15
*4,t,
ij01
'
27
SAN LEANDRO DRIVE
SEE SHEET NO. 4
28
29 (LA0
PROPOSED 8" WATER
cr
BY OTHERS
31
SAN MATED COURT
SEM LATERALS TRACT 77', ;r
LOT NO.
DESIGN STA,
"AS—BUILT' STA.
BACKWATER
LOT NO,
DESIGN STA.
"AS—BUILT" STA.
BACKWATER
YES
NO
YES
NO
16
10+33
YES
27
10+72
17
10+69
YES
28
11+23
YES
18
11+32
YES
29
11+83
YES
1L___11+87
NO
30
12+63
NO
20
12+68
NO
31
12+88
NO
21
12+95
NO
32
33
12+93
12+74
11+92
1111
U
iiiiii
1MBII
Mi
NO
NO
ri
22
12+93
NO
23
12+71
NO
34
24
11+84
YES
35
11+50
25
11+43
YES
36
10+68
26
10+73
YES
30
PROPOSED 8" WATER
BY OTHERS
SAN RAFAEL COURT
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
a
CL
GRAPHIC SCALE
40 0 20 40 80
21
160
(INtT)
I INGI = 40 FL
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001
CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL 8t CLEANOUT PER
CITY STD. PLAN NO. 2005 (SEE GENERAL NOTE NO. 30)
BACKWATER CHECK VALVE
PROORLE
FORM It= 40'
VERT:P=4'
REVISION DESCRIPTION
DATE ENGR.
BEFORE
','DU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE
FOLIC SERVICE BY
SHOULD CONSTRUCTION OF 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
PREPARED FOR:
YH CITRUS LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(909) 291-7600
FAX (909) 291-7630
ORIGINAL BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
SITE BENCHMARK
SW CORNER, SEC. 31, T,1 N., R.5W., S. BM. —2" I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEVA110It 139546
Prepared By:
ALLARD ENGINEEflING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) " -1795
1Z. 2t� o�
David S. Hammer, H.C.E. 43976 Dat
(expires 6/3012007)
DRAWN BY:
AE
DESIGNED BY:
ML
CHECKED B'
mi
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
TRACT NO. 17884
SAN MATEO COURT &
,SAN ' ° FAEL COURT
DarE:('' X7.0
CITY ENGINEER R.C.E. 51152
APP"OVVD B
Filename:
SCALE:
AS NOTED
DATE:
SEPTEMBER 2006
DRAWING NO.: 3
4204
:\dwg\ 15935\FINAL DESIGN\SEWER\ 17884–SWRO3.dwg