HomeMy WebLinkAbout3383-4Underground Service Aleri
M . -5
5' W'LY OF (�
RED BLUFF
OWNER / DEVELOPER:
GV BA. NO. 361 M.= 1365.00
NEW WEST
=1 I 1=11 = 1=1 ■
=1
mUZ3t.VVUUU
PROPOSED 8"WAY
SEE SHEET 8
SEWER CnM
C()UHI- SEE DWG. NO. 12,59
SEE SHEET 7
STA. 11+78.50 GREEN BRIAR WAY
f -N
BREAK OUT CONCRETE TO fUKM A CHANNEL r-% f-% K I C_ _r M I � f -I _r 1 � K I K I f_% _rr- C_ -(ZTA I ')-L7.Q AP AI k A 17P I A A N/17KI I I F
TO MEET FLOW OF NEW SEWER. BOTTOM OF
CHANNEL TO BE 8" DIA, EXIST. SEWER M.H.
EXIST. 8" EXIST. 8"
SEWERAIUD LATERAL TABLE QTATIMIC SEWER LATERAL TABLE STATIONS SEWER I MAIM
BW VALVE
NO
DESIGN
164-75
AS BUILT
0MVYUUl
PAVEMENT
NIL) RF-MUVL r-A1,311INU rhVEIVILHI MllU REFLMUL M RINU YYI]rl llr-YY
PER CITY STD. 131
GREEN
BRIAR
I
LOT
BW VALVE
DESIGN
AS BUILT
LOT
62
YES
10+52
72
63
YES
11+61
85
NO
15+02
__9 ---- -------
----------
64
NO
11+71
86
NO
14+92
%\,f
65
NO
12+91
B7
NO
13+65
EXIST. CHANNEL
CURVE DATA
WAY
G_6
YES
13+11
88
YES
134-55
67
NO
14+25
89
NO
12+35
0
DELTA
RADIUS
LENGTH
TANGENT
6_8
NO
14+35
90
NO
12+25
69
YES
15+55
91
YES
11+05
M.H. MODIRCATiON DETAIL
8'28'04"
505.00'
74.63'
37.38'
70
NO
15+65
92
YES
10+50
71
NO 1
16+65
1 NOT TO SCALE
B
8*28'04"
500.00'
73,90'
37.02'
SEAL -ENGINEER
CITY
OF FONTANA, CALIFORNIA
CSL ENGINEERING, INC.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
aoFE a�
NOT COMMENCE WITH1O
A.
11651 STERLING AVENUE, SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
oi
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
DRAWM BY:
SEWER IMPROVEMENT PLAN
SCALE:
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
rn
SE
1"=40'
REVISIONS TO THE PLANS TO BRING THEM INTO
No. 25917
Exp. 12/31/05
DESIGNED BY:TRACT
16
_DATE:
I
CONFORMANCE WITH CONDITIONS AND STANDARDS N
x91731/05
PREPARED BY: R.G.E.R. C. E. N 0.
S E
RED BUFFNE E IAR WA Y
FEBRUARY, 2003
EFFECT.
CIVI
Ofr-- CAUF
(EXP. 12/)
CHECKED
APPROVED
SLY
BY:
DWG. NO.
SHEET
REVISIONS
CITY
DATE:
RICHARD A. SCIANINI
F�t4
JJL
CrTY ENGINEER: RICARDO SANDOVAL, P.C.51 T52
3383
4 OF 8
JN597/12-04-03/597SW4,DWG/5:40