HomeMy WebLinkAbout5495-3NIu
4 0 galvanized steel
(total 2)
Add -*6 bars x 00I00
(total 2)
lid
Pipe
I
I I
I I
I I
I
PLAN
U r
t/
ELEVATION
Precast concrete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Curve Table
PI PE
CLOSURE-
TYPE A��
NOTES-
TANGENT
(Precast Concrete End Block)
1. Ila 1=#4
bars @ 12° o.c.
unless otherwise
SAN BE
noted.
on the plans.
45.00
36.01
36.01
2. I'd -= 1211
unless otherwise
noted on plans.
35.34
FLOOD
3. "t" = 611
unless otherwise
noted on plans.
35.34
REVISIONS
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Curve Table
Curve #
Delta
Radius
Length
TANGENT
C1
032°46'40"
45.00
25.74
25.74
C3
045°51'00"
45.00
36.01
36.01
C2
045°00'00"
45.00
35.34
35.34
C4
045°00'00"
45.00
35.34
35.34
CONSTRUC11ON NOTES
1O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
O2 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
O3 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022.
4O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
O5 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
O6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. DWG. NO. 3004.
O7 CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT. SEE DETAIL HEREON.
O8 CUT AND REMOVE 12.64 L.F. SECTION OF EXIST. 42" RCP.
O9 REMOVE EXIST. PIPE CLOSURE.
1740-
1720-
0
J
U
0
0
0
0
+1
0
H.G.L:
�i
FUTURE BLOCK
LANDSCAPE
EASEMENT
PROP FS
OVER SJ
3
10 11
AAH. 226-092=00
7RAC 7 I 0o no �
WATER <
L
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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 CONDITIONS AND
STANDARDS IN EFFECT.
J.S. DATA -!5+35.50 n
A = 15.73' n
B = 30"j M c
r 7�.6��6' I cl; U
L
LL
N Cr
URACU 1996 - I
PROP FS -
OVER S.D.
H.G.L.
M>
MC\j,I
Z
O
00
CD C�6
M
10
0
�J
> _
Z
co
M
M
M
C. B.
W=28'
V=7'
900= 20 CFS
V = 14.4 FPS
MAX
co >
Z
NM
U + rn
LU �M
Lo> ��
cfl Z-
oo _
C) —
+ N
FERAL 99C-16
STA. 25+23.15
11
PROFILE
HORIZ 1"= 40'
VERT"= 4'
PLAN 1"= 40'
SCALE IN FEET
� SCALE: �"=�40C'
QoQo�o I P7-202-1 1
J
STA. 114
j --E
BENCH MARK: # 6.7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
(tt930 2 PITTSBURGH AVE., SUITE 23
MADOLE
RANCHO CUCAMONGA, CA. 91730
00
PHONE 909.481.6322
Engineering Communities for Life FAX 909.481.6320
I
WEN ELL L. TSURU EXP. 6 30-1
R.C.E. 36637
BLUE IRIS ST.
(FUTURE)
DRAWN BY:
DM
DESIGNED BY:
WLI
CHECKED BY:
WLI
ro
U
mEO?4
b N i�-
J II II
U � >
UHAC U 19900 2
0
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
CITRUS AVENUE SCAAS SHOWN
LINE C DATE:
APRIL 13, 2017
APPRO\/F-:. BY� :
r i DRAWING NO. 3
C 6/8/17 5495 4
CITY ENGINEER R.C.E. 51152 DATE
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10 11
AAH. 226-092=00
7RAC 7 I 0o no �
WATER <
L
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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 CONDITIONS AND
STANDARDS IN EFFECT.
J.S. DATA -!5+35.50 n
A = 15.73' n
B = 30"j M c
r 7�.6��6' I cl; U
L
LL
N Cr
URACU 1996 - I
PROP FS -
OVER S.D.
H.G.L.
M>
MC\j,I
Z
O
00
CD C�6
M
10
0
�J
> _
Z
co
M
M
M
C. B.
W=28'
V=7'
900= 20 CFS
V = 14.4 FPS
MAX
co >
Z
NM
U + rn
LU �M
Lo> ��
cfl Z-
oo _
C) —
+ N
FERAL 99C-16
STA. 25+23.15
11
PROFILE
HORIZ 1"= 40'
VERT"= 4'
PLAN 1"= 40'
SCALE IN FEET
� SCALE: �"=�40C'
QoQo�o I P7-202-1 1
J
STA. 114
j --E
BENCH MARK: # 6.7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
(tt930 2 PITTSBURGH AVE., SUITE 23
MADOLE
RANCHO CUCAMONGA, CA. 91730
00
PHONE 909.481.6322
Engineering Communities for Life FAX 909.481.6320
I
WEN ELL L. TSURU EXP. 6 30-1
R.C.E. 36637
BLUE IRIS ST.
(FUTURE)
DRAWN BY:
DM
DESIGNED BY:
WLI
CHECKED BY:
WLI
ro
U
mEO?4
b N i�-
J II II
U � >
UHAC U 19900 2
0
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
CITRUS AVENUE SCAAS SHOWN
LINE C DATE:
APRIL 13, 2017
APPRO\/F-:. BY� :
r i DRAWING NO. 3
C 6/8/17 5495 4
CITY ENGINEER R.C.E. 51152 DATE
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J:\126-2350\storm\SD 03Ph1A.dwg, 4/22/2017 1:30:32 PM, DWG To PDF.pc3