HomeMy WebLinkAbout1885-2!693
F
'l0
f x�j [I
-oma G 'yoG 4, SCALE : 1" = 40' ,
o �` �- 11+17.52 CL. MH. N0. 1
,0 USE WATER TIGHT COVER 1
F- elF`� �r I w
Ln ,y I ( a `" 12+26.56 BACK
w I v I h z L; =9+93.14 AHEAD EAST
�o I o =10+09. 00 SHEFFIELD ROAD 1
C1 I I CL. MH. N0. 2
1n
e L 21+52.62 N
TRACT BNORY, 2
S 81.62' 58.38' 49.37'
C 14
80.
G �
PROPOSED 3 S 4
5 N 6
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I�orno
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C) I A ,.
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6
N /
s
R 60
I I 85.42' o
L" r'
6 4 c rn 3
32' 32' '_i, z
12' 20' 20' ] 2' 1 5' 13'
VILLAGE DRIVE
EAST
-.125'
58
25'
57
7
I8'
18'
7'
SEE RIGHT HEREON
SNOWDAN ROAD
SHEFFIELD ROAD
5
58
4
57
3
56
2
55 99
1
54 1 59
.OT NO. 'AS BUILT' STA.
LOT N0. I 'AS BUILT' STA. i LOT NO. 'AS BUILT" STA.
TRACT N0. 14631
"AS BUILT" SEWER LATERAL LOCATIONS
WATER LINE LOCATION
THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR
UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD
VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER
COMPANY DATED
10+55.23 5NOWDAN ROAD 1
CL. MH. NO. 3
N 4-_02' 42"E( RAD)
11+28.58 CL. INT. SNOWDAN ROAD
=11. 47. 00 CL. DOVER LANE '4 eERDE
SHEFFIELD ROAD SEE SEEN DRIV
SEE SHEET 4 El ET 3 E
0 5,0' SCALE : 1" = 40' 25#5 0'
N C 25' 25' 7' 25'
Z 3 7' 18' 18' 7' g 8 18 18' 7'
0
(� 59 S' 5'
•' 3 3 W '
of Q �ti 4 4 4
z
L=19.02' I � I 60" 59 58 57 ~ W o ' I .99
O �` 3I=— ` N 3 V"
�
"
!T�';4
W> -V) Cm 99 r� N
Ncc-sn' CS
N Z
".� �. 8 TYF
�.) r '" '" LLT RAS. ' L -B. 54'
10, 10 1010 � ". •
56' 30.00' 11 40.00' 40.00 40.00' 62.35' L� o
;� ,,, ; 1
w M ,'
Lei
W N v
z 5 Cn 3
e N89' 51' 10'E 11 0 12 '"
C3 M C.P. - - - -S
5 Z4 R/ N89 51 10" E �, 225.00 °
N 5E D i :c, 3 N
pruIV
j �j/ 86, y: 3 I 27.00' 14.27
i i 8, �2. p' 1.,22.61 N ? �o I 2, gl 1. 32'0
'0 �5 7 y to
40, L=32 • ^ rra,, -00
:; �h• 8 TYP ALL b L -32 00'
�q ASL �° 0 3 LATERA S
/ 4 A. 5' 0 13' 61 10'
PO c� S z 0
�p 00 I �r, v� 5
1
oPo "' 5 0' ~ ~ 5600
�, y ►� 53
°-' 25' 25' z 55 ' n
3 '`� 2 r ]8' 18' r ~ ~ N Z 54
� >
52
51
ti��• �,��� ? 4SEE LEFT HEREON 4 C"*,
12+80. 23 SNOWDAN ROAD
o N 4 4 =9+94.08 ABERDEEN DRIVE
oG ��.• '� ,� ,? DOVER LAN E CL. MH. NO. 4
O O�
4 0
4
CONSTRUCTION NOTES
�— INSTALL STANDARD MANHOLE PER CITY
OF FONTANA STANDARD DETAIL 112.
INSTALL 8" VITRIFIED CLAY PIPE PER CITY
OF FONTANA STANDARDS AND SPECIFICATIONS.
4a-- INSTALL 4" SEWER LATERAL PER CITY OF FONTANA
STANDARD DETAIL 125 (See General Notes No. 14)
NOTE: SEE SHEET 6 FOR STORM A (� SEWER CURVE
DATA
DRAIN DETAILS & PROFILE LV A =17' 47' 10'
R=200.00'
L=62.09'
T=31.29'
SNOWDAN
ROADBACK
FLOW DEVICE NOT REQUIRED �Qti FESSoyq
o 4o so 120 i6o
assIM
���
E����,
GRAPHIC SCALE
co
N0. RCE 4.0982 m
Exp. 3-31-91
d'.
d
Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA
M 9 9 .
BENCH MARK
2698 MATARO STREET ( 818) 568-2465
PUBLIC WORKS DEPARTMENT
PASADENA, CALIFORNIA 91107
R. R. SPIKE ON PP #674320 E
Drawn by :
S O U T H R I D G E VILLAGE Scale 1" = 40'
AT THE INTERSECTION OF JURUPA
Approved :
TRACT N0. 14631
AVENUE AND MULBERRY AVENUE
Designed by :
Date
ELEV. 918. 40
GEORG MUSSER R.-C.E. 40982 at zK
SEWER IMPROVEMENT PLANS
EXPIRATION DATE: 3/31/91
Checked by :
Dwq. No. �/5
REV. DATE APP. DESCRIPTION
DATE aPP
..
Approved: CITY NEER P.C.E. 2 1887