HomeMy WebLinkAbout3625-120
Din
I Od 0.24m
10+50 11+00
11+50
i
No.2$229
Exp.3/31/"`06
1:090
m
*fljlr
, 17
w
14
IM
T
KILOMETER POST
TOTAL —PROJECT, mmm
[IF" �Flwf
Caltratis�
1+50
I "I 1 '111
10 1 IL 11 111 off(By
J1 N co "I i N L
CONSTRUCT 0.25m [10"] VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
Q—CONSTRUCT 0.20m [8"] VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
CONSTRUCT 0.15m [6"] VCP HOUSE LATERAL PER CITY OF FONTANA
STD. DETAIL 125, 125A, AND 1258.
CONSTRUCT 1.50m [5.00'] DIA. SEWER MANHOLE PER CITY OF
FONTANA STD. DETAIL 112 MODIFIED AND STD. DETAIL 109.
(�)—CONSTRUCT 1.20m, [4.00'] DIA. SEWER MANHOLE PER CITY OF
FONTANA STD. DETAIL 112 AND STD. DETAIL 109.
(7')—CONSTRUCT 0.661m [2.00"] STEEL CASING PER DETAIL "A" ON SHEET 1
NOTES
SEE SHEET 16 AND 17 OF STREET IMPROVEMENT PLANS
FOR PROPOSED CURB, GUTTER AND SIDEWALK
CONSTRUCTION.
SEE SHEET 16A AND 17A OF STREET IMPROVEMENT
PLANS FOR PROPOSED REMOVALS, RELOCATIONS
AND PAVING.
SENER LINE "B"
�NI=."NiUmm�L WSW)
—Ell M
420 Exchange, Su 100 - Irvine, Caftnia 92602-1 V - 714Rm
PREPARED M 'ER THE SUPERVISION OF:
C
LoltyAl Rl 26229
1. LL FR EE
77
422 4133
CD
TWO WORKING DAYS
REFGRE YOU DIG –
No.2$229
Exp.3/31/"`06
1:090
m
*fljlr
, 17
w
14
IM
T
KILOMETER POST
TOTAL —PROJECT, mmm
[IF" �Flwf
Caltratis�
1+50
I "I 1 '111
10 1 IL 11 111 off(By
J1 N co "I i N L
CONSTRUCT 0.25m [10"] VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
Q—CONSTRUCT 0.20m [8"] VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
CONSTRUCT 0.15m [6"] VCP HOUSE LATERAL PER CITY OF FONTANA
STD. DETAIL 125, 125A, AND 1258.
CONSTRUCT 1.50m [5.00'] DIA. SEWER MANHOLE PER CITY OF
FONTANA STD. DETAIL 112 MODIFIED AND STD. DETAIL 109.
(�)—CONSTRUCT 1.20m, [4.00'] DIA. SEWER MANHOLE PER CITY OF
FONTANA STD. DETAIL 112 AND STD. DETAIL 109.
(7')—CONSTRUCT 0.661m [2.00"] STEEL CASING PER DETAIL "A" ON SHEET 1
NOTES
SEE SHEET 16 AND 17 OF STREET IMPROVEMENT PLANS
FOR PROPOSED CURB, GUTTER AND SIDEWALK
CONSTRUCTION.
SEE SHEET 16A AND 17A OF STREET IMPROVEMENT
PLANS FOR PROPOSED REMOVALS, RELOCATIONS
AND PAVING.
SENER LINE "B"
�NI=."NiUmm�L WSW)
—Ell M
420 Exchange, Su 100 - Irvine, Caftnia 92602-1 V - 714Rm
PREPARED M 'ER THE SUPERVISION OF:
C
LoltyAl Rl 26229
77
�
(,:3I
CD
GRAPHIC SCALE
IN MET=
10 0 5 10 26 30 40 50
C'v)
rD
500m
NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
6j
FOR REDUCED PLAN'S ORIGINAL o roc 40
EA 317900
LAO
SCALE IS IN MILLIMETERS _j
T
CITY OF F IN AN CALIFORNIA
DRAWN BY
SEWER PLAN & PROFILE
SCALE:
AX
FOOTHILL BOULEVARD - ]ROUTE 66
AS SHOWN
DESIGNED By
P.H.
FROM 72.91m W. OF HEMLOCK AVE.
DATE:
E
CHECKED BY]
E.M.R.
TO 10. 91 M W. OF HEMLOCK AVE
MAY 2005
JOB NO.
APPROVED
DR. NO.
SH T. NO.
99089
CITY ENGINEER RCE #51152 DATE
3625
12 OF 12