HomeMy WebLinkAbout3862-4Nam
NEE
IMMENSE
IMMEMEME
IMMEMEME
IMMEMEME
IMMEMEME
11111011
MINININININIMIN
FLw 0
40
SC
j4p
0
410
■■s■■ �i■ ' M ��■■moi 1 i ' `. �i ��
MMEMMMMMMMMMMMM" SOMME MOMMEMEMEMEMEMEMEMMEM its—■■
MEEMEMEMEMEM MEMEME MEMEEMOMMEMEMEME•00 ■MEME a MEE NOME MEN
MEESE MEMEMEME E MEESE MEMEMEMEM MEMMEMEMEME
A w=
ww'- 0 wwzAl
pow %
L
OPF16
EMEM91 lb b"! On
MEMEMEMEMEMEME Jib =ME MMMMMMMMEMMMMMMMMM MEMMEMEMEME
MEMEMEMEMEMMEMEMEME MEMEMEMEMEM
MOMMEMEMEMEMEMMEM 0 MEMEMSEEMSE EMEMEMEMEMEMSEN ..�MESSER
..� ME...ten
MMEMER..��...EMEME ....M MEMEMEME MEgot
EME
MEMEMEMEMEMEME MEMEMMEMEM MEMEMEME EMEMEMEMEMEM ME MOMMEMEMEMEMEMEMEM
Pw
FT TM
-7000. WWI
IM -0.100 F -MME -1
imawS AA..
MEE MOMMEMEMEMEMEM
MOSES MEESE RAISE MEMEM MENEM MENEM SEMMES NA; SEE
ME MEMEMEMEME MOEN MEMEME MENNEN MEESE 0 MEMEN
gap MEMEME NOME MEMEMEMEMEM MEESE MEMNON MEMMEMEMEME
a MEMEMEMEME SEEMS SOMME MEMSEM MEMEMMEMEM11111111" MEMOMMEM MEMMEEMEMEN
MEMEMEM
NEE MEE ESSEN M MEMEFRWEEEE
MMM1111111111111111=
MEMEMEMEMEMEMEMEME 00 MEMEMEMEMEMEMEM NOME RE NEEMOSEMENE
w
UNA"M UPOMM-It a a N wo-, ME
MEE
Sam■■■a ■ �■■■tee ■s■� ■ ■
rM 11
� y
SOME
CONSTRUCTION NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=48-
O3 INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
O4 INSTALL BACKWATER VALVE DEVICE
51
GALASSO A VEN
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
51
12+27
121+27-01
NO
52
12+09
i2+08.77
NO
51
11+35
I I + tat .29
YES
63
10+41
10+14"15
YES
64
10+64
10+63-31
YES
65
11+84
11 +84-54
NO
SLE � T
AAAAAAA A ADIG
REV.
49
SCALE IN FEET
40 80 120
160
ICJ SCALE 1 = 40
RODRIGUEZ WAY
SEE SHEET 2
0
89!56'03" E
.40
10+00.00 CL MH //l 0ro
=10+75.00 RODRIGUEZ WAY"
57 NjSI
-SEE SHEET2 Q)
O
FEGOOFF-JI.D.R,
FESS/
4
22 j
21
28.2,
0 140.58020
'0 rn 60' WIDE EASEMENT FOR PUBLIC UTILITY,
1161 SEWER AND STORM DRAIN.
_Tl
H 22 V I 10T I*T
2900 Aclwns Street, Suite A-15 -Rivwside, CA. (951)352-7200Ph. (951)352-8269 Fax
REVISION DESCRIPTION DATE ENGR. ..CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WTHIN TWO YEARS OF THE DATE OF
APPROVAL SH014W HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
TOLL FREE -qq=0FwI —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 pl8111 1 R CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
.// -7.lq11
At IE�er,5:Aeo
SCHARF AVENUE
SEE SHEET 5
�' X32 3; � � I ..i
24 25 26
6 - -..4
4 23 ; I --
1,'-- O&�.)
63
('6.30®2
1
I _ I
,N 8,9'56'OJ- E
T-86,22 90.46
169.4
20 3 0 19
4
---------
NUA/M/ LANE
BENCH MARK. # 8-17
A BRASS CAP IN THE CONCRETE BASE
OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 Ml WEST ST
W
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVA 770N. 1 1428.609
BASIS OF BEARINGS.•
THE BRG. N089*59'31*E
A LONG THE CL SUMMIT AVE
AS SHOWN ON TR. NO.
16427-1, M.B. 29617-11.
1
AS—BUILT
Prepared Under The Supervision Of
QRS Ioiy
�' lwq
PREPARED IN THE OFFICE OF
Fye
MADOLE AND ASSOCIATES, INC.
������,�-
14+85
LU No. 36637
cr_
760-A ROCHESTER AVENUE
Exp: 06-30-06 r
ONTARIO, CA 91761
PHONE (009) 937-9151
'1511 C' V I
NO
0 CALF
&te
19, 1 -01/01)11
/3 * V9, 07
3 637 EXP, 6-Y0-66-
21
WENDELL L. IWATSURU
le
i
s�2.7��1
15
14+93.87 CL MH J7
=10+00.00 SCHARF AVENUE
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
17
14+89
scli
. A F
/00_ NAY
NO
18
14+85
1Yv40Z-87
NO
19
14+07
/ YIA 404. 6 y
NO
20
13+85
/3 * V9, 07
YES
21
11+54
1Z. -OI -53
NO
22
12+62
IZ74-evz 91
YES
23
12+81
YES
24
13+53
NO
25
13+72
•9T
NO
26
14+44
NO
(n
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY GALA SSO A VENUE SCALE:
C FROM RODRIGUEZ W%Y TO 248l NORTH AS SHOWN
DESIGNED BY NUAIRI LANE DATE' OU RODRICUEZIWAY TO SCHARF AVENUE C14
CFB ---- V%.
IMA07 N9:7 16869 OCT2005
CHECKED : APP 0 VED B . DRAWING NO. 4
?klSCL JAI. 31162
CITY ENGINEER— RICE. 51152 DATE
JA126-2001\sewer\sew04.dwa. 12/1/2005 2:43:16 PM. DJ