HomeMy WebLinkAbout3383-6Underground Service Alert
WATER CONTRACTOR TO MAINTAIN
A MIN, OF 3' COVER OVER WATER
MAIN TO ALLOW FOR ADEQUATE
CLEARANCE BETWEEN SEWER
LATERALS AND WATER MAIN,
t
est
�YS "tk tlx s�`
CONSTRUCTION NOTES
CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112
�INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
SEWER
_
LATERAL TABLE ST
waff M-1-1 1mm&wN2
SEAL -ENGINEER
Wul talm 11#11 fl� 11
4°11'19"
482.00'
35.24'
17.63'
4°11'19"
500.00'
36.55'
16.28'
G
4°11'19"
518.00'
37.87'
18.94'
13®47'36"
263.83'
63.52'
31.91'
REQUIREDCSL
SHOULD CONSTRUCTION OF THE IMPROVEMENTS
27"28"55"
112.00'
53.72'
27.39'
F
207'28'55'°
1 38.00'
137.61'
-
WITHIN
q
�Q , s`��E
11651 STERLING
AVENUE, SUITE E
APPROVAL SHOWN HEREON AND 1 I
` G�P� c',q c�
RIVERSIDE,
(909} 785-5122
CALIFORNIA 92503
FAX (909) 785-5180
DRAWM BY:
IMPROVEMENTSEWER �'
SCALE:
I I IAN
m
SE
1"=40'
r
25917 m
Exp. 12, x/31 /p
DESIGNED BY:
�
TRACT.
DATE:
ONFORMANCE I I I I
+
25917
BY: R.C.E. N . _
CURVE -DATA
0 DELTA RADIUS LENGTH TANGENT
90'00'00" 25.00' 39.72' 25.00'
JN597/12-04-03/597SEWER6.DWG/S:40
SEAL -ENGINEER
4°11'19"
482.00'
35.24'
17.63'
4°11'19"
500.00'
36.55'
16.28'
G
4°11'19"
518.00'
37.87'
18.94'
13®47'36"
263.83'
63.52'
31.91'
REQUIREDCSL
SHOULD CONSTRUCTION OF THE IMPROVEMENTS
27"28"55"
112.00'
53.72'
27.39'
F
207'28'55'°
1 38.00'
137.61'
JN597/12-04-03/597SEWER6.DWG/S:40
SEAL -ENGINEER
y CALIFORNIA
ENGINEERING, INC.
REQUIREDCSL
SHOULD CONSTRUCTION OF THE IMPROVEMENTS
q�OFESS/0
-
WITHIN
q
�Q , s`��E
11651 STERLING
AVENUE, SUITE E
APPROVAL SHOWN HEREON AND 1 I
` G�P� c',q c�
RIVERSIDE,
(909} 785-5122
CALIFORNIA 92503
FAX (909) 785-5180
DRAWM BY:
IMPROVEMENTSEWER �'
SCALE:
I I IAN
m
SE
1"=40'
REVISIONS I
25917 m
Exp. 12, x/31 /p
DESIGNED BY:
�
TRACT.
DATE:
ONFORMANCE I I I I
PREPARED
25917
BY: R.C.E. N . _
1___' »- I
FEBRUARY, 2003
EFFECT®
q,� CIV ���
OFF CAS\�Q�
EXP. 12/31/05)
/ T
CHECKED
APPROVED BY: `
DWG. NO.
SHEET
APP(.
DATE
GI
DATE.
RICHARD A. SCIANNI
JJL ''
3383
OF
C ENGINEER: RICARDO SANDOVAL, R.C.E. 51152
,
JN597/12-04-03/597SEWER6.DWG/S:40