HomeMy WebLinkAbout5709-3I j I l 040
1030
CIO
f44.
C/O
I
Z19
Uj
1010 +
16+00
E-4
E-4
00
n
�� 1�2
V) C3�!
S=0.0064
.88 L.F. - 96" RCP
D-1350
i
17+00
TT -T-----TFF-- _T_
C14 __j
om
EXISTING
-.4- GIRADE
M C4
C"
LU
:z +
to r -
LO
LLJC)
18+00
s=0.0064
5 0 FPS
PROPOSED
GRADE \
SD LINE 99 A
CONST. 450.00 L.F. - 96" RCP
D-1350
19+00
20+00
21+00
22+00
OLEANDER AVENUE
00
r..z 0 :2
10
C14 M U?
< _j U')
�-- I-
V) U
1't�
E—
pz�
c:
cf
23+00 24+00
Er -
25+00
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION',
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
0 20 40 80 120
SCALE: 1 "=40'
-t-
Lo'-tt
C\2
!� w
E-4
E-4
.STORM MAIN CONSTRUCT10N NOTES
0
CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
0
CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
1I
1008.
0
CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
am
1008.
0
CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
CONSTRUCT MANHOLE PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3011.
01milm
'�
CONSTRUCT MANHOLE PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3012.
DRAWN BY:
mc
CONSTRUCT JUNCTION STRUCTURE — PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3009.
CIO
f44.
C/O
I
Z19
Uj
1010 +
16+00
E-4
E-4
00
n
�� 1�2
V) C3�!
S=0.0064
.88 L.F. - 96" RCP
D-1350
i
17+00
TT -T-----TFF-- _T_
C14 __j
om
EXISTING
-.4- GIRADE
M C4
C"
LU
:z +
to r -
LO
LLJC)
18+00
s=0.0064
5 0 FPS
PROPOSED
GRADE \
SD LINE 99 A
CONST. 450.00 L.F. - 96" RCP
D-1350
19+00
20+00
21+00
22+00
OLEANDER AVENUE
00
r..z 0 :2
10
C14 M U?
< _j U')
�-- I-
V) U
1't�
E—
pz�
c:
cf
23+00 24+00
Er -
25+00
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION',
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
0 20 40 80 120
SCALE: 1 "=40'
-t-
Lo'-tt
C\2
!� w
E-4
E-4
.STORM MAIN CONSTRUCT10N NOTES
0
CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
0
CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
0
CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
(D
CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
0
CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER Cl TY OF FONTANA STD.
1008.
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
CONSTRUCT MANHOLE PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3011.
CONSTRUCT MANHOLE PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3012.
DRAWN BY:
mc
CONSTRUCT JUNCTION STRUCTURE — PIPE—TO—PIPE PER CITY OF FONTANA STD. PLAN 3009.
SCALE:
AS SHOWN
ABANDON IN PLACE.
Q
CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022.
CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2.
DATE:
REMOVE EXISTING CATCH BASIN.
CONNECT TO EXISTING STORM DRAIN.
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004,
"W" AND "V" PER PLAN.
CHECKED BY:
MR
INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6.
DRAWING NO.:
5709
INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002.
REV.
@
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C.
ENGR.
0
REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES.
22
CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
23
CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2.
24
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN
3005.
25
CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD.
PLAN 3017.
WDID# 8 36C374407 DR 13-018
C= 12� T
/Ak-AWWWWMA&AAAM A&W A A A A N&N�
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
FESSI
D 3
0--
R.C.E. NO. 56155
(10 Exp. 12-31-18 zi�-
Of- c N
Prepared Under The Supervision Of
Thlones Englneering, Inc.
CIVIL ENGINEERING -LAND SURVE??NG
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 906J8
PH.(174)521-4811 FAX(174)521-417J
ate
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY:
mc
OLEANDER AVENUE
LINE "Aft
STIA 16+00,'00 TO 25+00.00
SCALE:
AS SHOWN
DESIGNED BY:
BW
DATE:
CHECKED BY:
MR
APP %ED �Y� D A TE: -5--,12-
F C.E. 51152
DRAWING NO.:
5709
REINHARD STENZEL RCE NO. 56155
REV.
REVISION DESCRIPT10N
DATE
ENGR.
CITY
DATE
pe)
0
m
D
0
V)
OD !�:
D 0