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MH No. 8 z I i \ ``
10+00.00 FAITH STREET= r — —
10+00.00 JULIAN LANE
5 -
58 57 (1) 56
o `n 5
0 d
�z
+_
77_ ----------
'45"E f N 151.00' i
w ......
3
6 S' S; I iI I
6(TYP) i W
7 8
9
7' 18' 18'
25' 25'
0 RECORD DOC
UMENT
Q�oFESBrQ,� Z' prepared based
, q, •�., These Record Documents have been
on information provided by others. The Design
° z Professional has not verified the accuracy and/or
No. 43976 m completeness of this information and shall not be
Exp. 6-30-09 responsible for any errors or omissions which may
sT clvll` rated herein as a result.
OF CA1.14n � " * c7 �
.`
DATE
ro
N 55 54
LO
± )
PROPOSED RW 5' PUE
---------- I
-- ---------- ------ I
i
12 4 13
N89'59'45"E 1 1184.80''
--------------- T
PROPOSED R/W
43 44
7'
DAVID LANE
SEE SHT 3
52 1 51
zo
--------- ------
5' PUE
45 46
FAITH STREET
SEE 5HT 4a
oI
( W I I 31 A SEWER AND 5TORM DRAIN EASEMENT
50 49 °°it IVI 11 ST19RM BRAIN EASEMENT
p I I
15+89.81 C11TI IDC SEWER
CAC`C►IC►IT
END OF PIPE III T�T��`W`�TSEME*
111 91
W
214.30'
d
47 (n'P) 48
_ � I 15+50.11 FAITH STREET
MH No. 7 2
15
I ' FUTURE STORM DRAIN
13 i
C1 / l
20' 20'
27' 27'
54'
ISABEL DRIVE
SEWER LA7FRAL3 7'BACT 1616a A
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
BACKWATER
YES NO
6
10+07
104-0-1
X
7
10+20
t0+1%
X
8
10+42
wn� +4Q
X
9
11+08
%% 4-0-1
X
43
12+04
12 + oo
X
44
12+82
1 Zt a I
X
45
13+02
t t a0
X
46
13+92
1 AM?-
X
47
14+12
11 + IZ
7-
48
14+88
t + 813
X
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
LOT NO.
DESIGN STA. "AS -BUILT"
STA.
BACKWATER
YES NO
49
15+18
%S + ce
X
50
14+46
} 46C
X
51
14+26
4.+ 2
X
52
13+46
i 3 t 4&C
X
53
13+26
ls+170
X
54
12+46
1,L t44
X
55
12+26
11 t- ?_L
X
56
11+60
ll t S I
X
57
11+18
k%+ 1 S
X
58
10+55
ICS + S S
X
GRAPHIC SCALE
40 0 - 20 , 40 80 160
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
a— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3�— CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
(SEE GENERAL NOTE N0. 30)
4a— CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
a— INSTALL BACKWATER CHECK VALVE
INSTALL 8" PLUG
REV. BEVf8I0N DlESCBIPI'l<OIIT DATE ENGR. CITY DATE SHOULD CONSTRUCTION Prepared By:
O PREPARED FOR: BENCHMARK Q�oFEss /�Nq CITY OF FONTANA, CALIFORNIA
fiffWVE 1ENTS NOT WITHN ALLARD ENGINEERING ��,o s. HgM��F SEWER IMFROVEIH[ENT gLA►NS
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. P F ti
Civil Engineering - Land Surveying - Land Planning '� O _P c' SCALE: "
AND A 10370 Trademark Street 1536697E AT SOUTH WEST CORNER OF 8253 Sierra Avenue "' Z DRAWN BY. TRACTO 1�1 _
BASELINE AVENUE AND SULTANA AVENUE. No. 43976 m JK 1 -40
MGM Mme, THE CITY ENGEREE.R MAY Rancho Cucamonga, Fontana, California 92335 Lu
DIAL TWO WORKING Co.
91730 (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 * DESIGNED BY: FAITH STREET DATE:
BEFORE DAYS BEFORE REQUM REVISI NS TO THE PLANS TO . JF/DH SEPTEMBER, 2002
YOU DIG YOU DIG (909) 477-6715
- 1 BRIIITG THEA[ UM CONFORUMCE WITH - 9 _19 - OZ �9j C / V 1 \- ��P CHECKED Y: APPROi�a
DRAWING NO.: 4
TOLL FREE 1-800-227-2600 Ct-�C,o21) t71�w��(rS �Z�oB Its (;QIIipITIONB AND STANDARDS 1N EFFECT David S. Hammer, A.C.E. 43976 Date FOFCAL��� DH 4 1O
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I REV. E5MT., ADDED SHT. REF. 5/13/03 �p ELEVATION: 1365.01 (e)Tires 6/30/2005) CITY ENGINEER R.C.E. 51x52 318 4
Filename: M:\DWG\15902\SEWER\FINAL—PHASE\St-4.DWI