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CURVE/LINE TABLE
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DELTA/BEARING RADIUS
LENGTH TANGENT
1
N 11'18'38" E -
26.10' -
F_
CONSTRUCT 60" R.C.P. (135OD)
V
CONSTRUCT 24" R.C.P. (2O0OD)
°
4
N 00'15'57" E -
966.31' -
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
Q
=
6
N 51055'30" W -
21.42' -
7
N66.41'33"E -
33.03' -
8
N 53'48'21" E -
29.04' -
12
U n dergrou n d Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
o r CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT 2 t2E.Gv�-rte t�fta`N��-1�
TOLL FREE 1-800-227-2600 Q Revised CB & Lateral Locations/Profiles
TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION
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66�. k C1Pl(615od) l
13
0 EXISTING 72" STORM DRAIN
PROTECT IN PLACE
LE [- GTA of
TZ" 94,p t2El..OcmD WiT14 -
Ic-
L 36.2 .F. =.09
PF
N
CONSTRUCTION NOTES
• �1
CONSTRUCT 66" R.C.P. (135OD)
F_
CONSTRUCT 60" R.C.P. (135OD)
V
CONSTRUCT 24" R.C.P. (2O0OD)
-
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
z
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
-j
=
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
Q
=
124
q.F.41.
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
APWA STD. PLAN 342-1 AND 342-2
13
CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON
SHEET. NO. 9
14
'ii�iiiii�i
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
16
CONSTRUCT CAST -IN-PLACE REINFORCED CONCRETE SINGLE
BOX CULVERT PER CALTRANS STD. PLAN D80 (SPAN=819
HEIGHT=3', T1=8.5", T2=7", T3=8", STEEL SPACING=6",
BAR=#7, "b" BAR=#7)
V
=12.6
F.P.S.
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13
0 EXISTING 72" STORM DRAIN
PROTECT IN PLACE
LE [- GTA of
TZ" 94,p t2El..OcmD WiT14 -
Ic-
L 36.2 .F. =.09
PF
VERT: 1" = 4'
14 15 16 17 18 19 STA 37+44.50 20 CITY BENCHMARK NO. 289
EXISTING CONCRETE BULKHEAD
REMOVE AS REQUIRED
12
16
Q 12
CONNECTION DETAIL •A•
SCALE: 1" = 10'
5/02 spo
12/00 LDKing t
DATE I ENGR. I CITY I DATE
FESS/0�,
�. FRF��
�2 No. 16434
�z Exp. 6/30/01
CIV \,
OFCPh
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SING 36�� STORM DRAIN
)VE AS REQUIRED
L.D. KING, INC.
2151 CONVENTION CENTER WAY
Loicin SUITE 100B
ONTARIO, CA 91764
(909) 937-0200
IZ -Zo �oa
CARL J. FREOW, R.C.E. No. 16434 DATE
EXPIRES 6-30-01
SURVEY MONUMENT TGT. N0. 3 ELEVATION = 1031.22
PER PM 4/34 I FD. 1" IP, NO TAG, FLUSH RR SPIKE IN POLE N0. 61319 NE COR.
ELEV. 1039.68 OF SANTA ANA AVENUE AND
11 ., ,. , . I I _ .. _ I I I.. I CATANBA AVENUE
-30' 30' -
34' -amism 34'
PROPOSED
STORM DRAIN o p 04» G I
$ W I
PROPOSED
1' MIN. CLEAR _ _ � � SEWER — - - -
TYPICAL CROSS SECTION AT STA 17+00
SCALE: 1" = 10'
PLAN / PROFILE FOR
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE, TO SLOVER, AVE,
4
N
CONSTRUCTION NOTES
• �1
CONSTRUCT 66" R.C.P. (135OD)
F_
CONSTRUCT 60" R.C.P. (135OD)
V
CONSTRUCT 24" R.C.P. (2O0OD)
LLj �9
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
z
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
-j
=
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
U
DEPARTMENT STANDARD PLAN 205
< 10
CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
APWA STD. PLAN 342-1 AND 342-2
13
CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON
SHEET. NO. 9
14
'ii�iiiii�i
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
16
CONSTRUCT CAST -IN-PLACE REINFORCED CONCRETE SINGLE
BOX CULVERT PER CALTRANS STD. PLAN D80 (SPAN=819
HEIGHT=3', T1=8.5", T2=7", T3=8", STEEL SPACING=6",
BAR=#7, "b" BAR=#7)
2L
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Bit-iffs-
VERT: 1" = 4'
14 15 16 17 18 19 STA 37+44.50 20 CITY BENCHMARK NO. 289
EXISTING CONCRETE BULKHEAD
REMOVE AS REQUIRED
12
16
Q 12
CONNECTION DETAIL •A•
SCALE: 1" = 10'
5/02 spo
12/00 LDKing t
DATE I ENGR. I CITY I DATE
FESS/0�,
�. FRF��
�2 No. 16434
�z Exp. 6/30/01
CIV \,
OFCPh
a
w
SING 36�� STORM DRAIN
)VE AS REQUIRED
L.D. KING, INC.
2151 CONVENTION CENTER WAY
Loicin SUITE 100B
ONTARIO, CA 91764
(909) 937-0200
IZ -Zo �oa
CARL J. FREOW, R.C.E. No. 16434 DATE
EXPIRES 6-30-01
SURVEY MONUMENT TGT. N0. 3 ELEVATION = 1031.22
PER PM 4/34 I FD. 1" IP, NO TAG, FLUSH RR SPIKE IN POLE N0. 61319 NE COR.
ELEV. 1039.68 OF SANTA ANA AVENUE AND
11 ., ,. , . I I _ .. _ I I I.. I CATANBA AVENUE
-30' 30' -
34' -amism 34'
PROPOSED
STORM DRAIN o p 04» G I
$ W I
PROPOSED
1' MIN. CLEAR _ _ � � SEWER — - - -
TYPICAL CROSS SECTION AT STA 17+00
SCALE: 1" = 10'
PLAN / PROFILE FOR
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE, TO SLOVER, AVE,
4
N
CONSTRUCTION NOTES
• �1
CONSTRUCT 66" R.C.P. (135OD)
F_
CONSTRUCT 60" R.C.P. (135OD)
V
CONSTRUCT 24" R.C.P. (2O0OD)
LLj �9
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
z
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
-j
=
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
U
DEPARTMENT STANDARD PLAN 205
< 10
CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
12
CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER
APWA STD. PLAN 342-1 AND 342-2
13
CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON
SHEET. NO. 9
14
REMOVE EXISTING INLET AND LATERAL
15
CONSTRUCT STORM DRAIN INLET PER DETAIL "B" SHEET 8
16
CONSTRUCT CAST -IN-PLACE REINFORCED CONCRETE SINGLE
BOX CULVERT PER CALTRANS STD. PLAN D80 (SPAN=819
HEIGHT=3', T1=8.5", T2=7", T3=8", STEEL SPACING=6",
BAR=#7, "b" BAR=#7)
2L
SCALE: 1 " = 40'
SHOULD CONSTRUCTION OF THE CITY OFP071ANAa CALIFORNIA
REQUIRED IMPROVEMENTS NOT CITRUS AVENUE
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON DRAM BY*
ccP CITRUS AVENUE STORM DRAIN � s sxo�v
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY DESIGNED BY STA. 10+08f TO 20+00.00 DATE:
REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000
BRING THEM INTO CONFORMANCE WITH CHECKED BY APP D BY DATE: DRAWING NO.: 3
CONDITIONS AND STANDARDS IN EFFECT. DHM 1 �� 2832 9
ACTINGCITY ENGINEER R.C.E. No. 51152
LDK JOB #: 124-07 1112—SD
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