HomeMy WebLinkAbout2832-5�2- 1%d A
STA 10+00.00
TGT. NO. 14
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LENGTH TANGENT
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00'15' 57"
E --
736.30' –
2
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00'16'01 "
E –
263.70' –
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4515'57"
E –
16.42' –
6
45'00'00"
22.50'
17.67' 9.32'
`71�-44'
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45*1 s-s:7—E-
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45'15' 57"
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37.88' –
11
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44'43' 59"
W –
23.35' –
12
N
54'04'07"
E –
46.10' –
13
N
89054'14"
W –
36.41' –
14
CONSTRUCT 30" R.C.P. (2000D)
45`15157"
22.50'
17.57' 9.261
15
N
45'15'57"
E –
23.03' –
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
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COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
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DEPARTMENT STANDARD PLAN 205
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CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
�55-011-30
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
MEMMMEMMMEME
11
CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT STANDARD DWG. 206 AND
206A WITH LOCAL DEPRESSION PER SBCTD STD. DWG. 2038
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
A.P. W.A. STD. PLAN 342-1 AND 342-2
1�mm�mmmmmm
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
Q17
CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
PUBLIC WORKS ASSOCIATION STD. PL 380-2
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CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON SHT. N0. 9
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LENGTH TANGENT
1
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00'15' 57"
E --
736.30' –
2
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00'16'01 "
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263.70' –
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E –
16.42' –
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22.50'
17.67' 9.32'
`71�-44'
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–-S'
–
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45*1 s-s:7—E-
10
N
45'15' 57"
E –
37.88' –
11
N
44'43' 59"
W –
23.35' –
12
N
54'04'07"
E –
46.10' –
13
N
89054'14"
W –
36.41' –
14
CONSTRUCT 30" R.C.P. (2000D)
45`15157"
22.50'
17.57' 9.261
15
N
45'15'57"
E –
23.03' –
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
FORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
lit FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT 2 Izee"012v VP., vVl✓ 6r
TOLL FREE 1-800-227-2600 Revised CB & Lateral Locations/Profiles
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION
�LILN 1: CITY OF FONTANA
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R.;C. PI. (I 350D
34
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SEWER
.4 L.jF. I S6=0 0086 I I I I 1 54' Rll,C.3501))
EROFILE SCALE
H RZ: 1 " = 40'
ERT: 1" = 4`
35 36
STA 37+44.
TGT. NO 350 A T 1 A
FD. 1" IP, NO TAG, FLUSH
ELEV.=1039.68
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TGT. N 0. 8
FD. 1 IS JP, CSM, FLUSH
ELEV.= 068.29
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1255-071-01 00`
AVENUE
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DISTANCE
14 4660.67 20592.06
N00'15'57"E
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3 7405.17 20604.80
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1670.28
8 9075.43 20612.60
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Ln L v II THESE RECORD DRAWINGS HAVE BEEN PREPARED,
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17
9
a
611
R W PROP.
R/W
46 46'
44 30'
PROP. STORM DRAIN 51 I 5'
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SEWER
TYPICAL CROSS SECTION AT STA 33+00
SCALE: 1' = 10'
5102 Islo
12/00 Ming 1 of
DATE ENGR. CITY DATE
�d'IrESS!
FRF�q�,�
�n UQ' 92
No. 16434
Exp. 6/30/01
CiV\��
q�FOF CP�-
L.D. KING, INC.
Lr) c in 2151 CONVENTION CENTER WAY
SUITE 100B
ONTARIO, CA 91764
(909) 937-0200
(1. -Lo .00
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-01
1
BENCHMARK N0. 289
ELEVATION = 1031.22
RR SPIKE IN POLE N0. 61319 NE COR.
OF SANTA ANA AVENUE AND
CATAWBA AVENUE
SURVEY CONTROL DATA
TGT NO. NORTHING EASTING
BEARING
DISTANCE
14 4660.67 20592.06
N00'15'57"E
2744.51
3 7405.17 20604.80
N00'16'03"E
1670.28
8 9075.43 20612.60
O
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AS SHORN
Ln L v II THESE RECORD DRAWINGS HAVE BEEN PREPARED,
-
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17
11 n+eo �
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NOT BE RESPONSIBLE FOR ANY ERRORS OR
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OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
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MEN
CONSTRUCTION NOTES
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CONSTRUCT 60" R.C.P. (1350D)
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PE HEREON�M
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CONSTRUCT 54" R.C.P. (1350D)
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CONSTRUCT 30" R.C.P. (2000D)
i1
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O8
CONSTRUCT 24" R.C.P. (2000D)
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
=
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
U
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
K. CONC. C & G
¢
DEPARTMENT STANDARD PLAN 205
SIGN AS RE UIRE
�
10
CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
�55-011-30
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
11
CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT STANDARD DWG. 206 AND
206A WITH LOCAL DEPRESSION PER SBCTD STD. DWG. 2038
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
A.P. W.A. STD. PLAN 342-1 AND 342-2
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
Q17
CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
PUBLIC WORKS ASSOCIATION STD. PL 380-2
1
BENCHMARK N0. 289
ELEVATION = 1031.22
RR SPIKE IN POLE N0. 61319 NE COR.
OF SANTA ANA AVENUE AND
CATAWBA AVENUE
SURVEY CONTROL DATA
TGT NO. NORTHING EASTING
BEARING
DISTANCE
14 4660.67 20592.06
N00'15'57"E
2744.51
3 7405.17 20604.80
N00'16'03"E
1670.28
8 9075.43 20612.60
PLAN /PROFILE FOR
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE. TO SLOVER AVE.
THESE DOCUMENTS AS A RESULT THEREOF. SCALE: 1 " = 40'In
- m c
SHOULD CONSTRUCTION OF THE
o
+ o l
to If
o
±MSU?�
RECORD DRAWNGS
—
CITRUS AVENUE
Q ~ Q o
U
O
semi:It
AS SHORN
Ln L v II THESE RECORD DRAWINGS HAVE BEEN PREPARED,
-
o
Q
j
0
17
11 n+eo �
a
O
11 AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
>
O
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
O
- -
f
CONSTRUCTION NOTES
�
-H
Q
CONSTRUCT 60" R.C.P. (1350D)
PE HEREON�M
CONSTRUCT 54" R.C.P. (1350D)
V)O3
7O
CONSTRUCT 30" R.C.P. (2000D)
*_FP �
Z
O8
CONSTRUCT 24" R.C.P. (2000D)
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
=
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
U
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
K. CONC. C & G
¢
DEPARTMENT STANDARD PLAN 205
SIGN AS RE UIRE
�
10
CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
�55-011-30
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
11
CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT STANDARD DWG. 206 AND
206A WITH LOCAL DEPRESSION PER SBCTD STD. DWG. 2038
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
A.P. W.A. STD. PLAN 342-1 AND 342-2
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
Q17
CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
PUBLIC WORKS ASSOCIATION STD. PL 380-2
Q13
CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON SHT. N0. 9
PLAN /PROFILE FOR
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE. TO SLOVER AVE.
THESE DOCUMENTS AS A RESULT THEREOF. SCALE: 1 " = 40'In
- m c
SHOULD CONSTRUCTION OF THE
o
+ o l
to If
o
±MSU?�
RECORD DRAWNGS
�
CITRUS AVENUE
Q ~ Q o
U
CITRUS AVENUE STORM DRAIN
STA. 30+00.00 To 40+00.00
semi:It
AS SHORN
Ln L v II THESE RECORD DRAWINGS HAVE BEEN PREPARED,
-
o
Q
j
0
17
U) II .... cl IN PART ON THE BASIS OF INFORMATION COMPILED
a
5
9
11 AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
>
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
PLAN /PROFILE FOR
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE. TO SLOVER AVE.
THESE DOCUMENTS AS A RESULT THEREOF. SCALE: 1 " = 40'In
SHOULD CONSTRUCTION OF THE
CITY
OF FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
fl -
0
CITRUS AVENUE
DRAWN BY:
DESIGNED BY:
CCP
CITRUS AVENUE STORM DRAIN
STA. 30+00.00 To 40+00.00
semi:It
AS SHORN
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENTccp
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.pT
-
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Q
j
0
DATE:
JUNE 2000
CHECKED BY: RO Y DATE:
®
ACTING C ENGINEER R.C.E. No. 511.152
DRAWNG NO.:
2$32
5
9