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2
14+00 1 16+0
SEE SHEET N0.
CONSTRUCTION NOTES
01 CONSTRUCT 66" R.C.P. (1350D)
22 CONSTRUCT 60" R.C.P. (1350D)
3 CONSTRUCT 54" R.C.P. (1350D)
CONSTRUCT 48" R.C.P. (1350D)
4 )
55 CONSTRUCT 42" R.C.P. (1350D)
6 NOT USED
CONSTRUCT 30" R.C.P. (2000D)
77
88 CONSTRUCT 24" R.C.P. (2000D)
9 CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT STANDARD PLAN 205
10 CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
G 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 RCB TO PIPE PER A.P.W.A.
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=8',
HEIGHT=3', T1=8.5", T2=7", T3=8", STEEL SPACING=6",
It BAR=#7, "b" BAR=#7)
17 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
PUBLIC WORKS ASSOCIATION STD. PLAN 380-2
CITY BENCHMARK NO. 289
ELEVATION = 1031.22
RR SPIKE IN POLE NO. 61319 NE COR.
OF SANTA ANA AVENUE AND
CATAWBA AVENUE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
o rte, NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
,,,� FOR YOUR DIG ALERT I.D. NUMBER CALL
20+
22+00
tilt i
#_0 4[qk OK ALiK
ca
I
2
2 +90 26+00 8+00
ITRUS
SEE SHEET N0. 4
30+00
32+
00
SANTA
ANA
AVE.
0
36+00 113WOO 40+00
I I i
SEE SHEET N0. 5
LEGEND
kl�xx
r
�
o
�
= UTILITY INTERFERENCE FLAG (APPROXIMATE
M
2
14+00 1 16+0
SEE SHEET N0.
CONSTRUCTION NOTES
01 CONSTRUCT 66" R.C.P. (1350D)
22 CONSTRUCT 60" R.C.P. (1350D)
3 CONSTRUCT 54" R.C.P. (1350D)
CONSTRUCT 48" R.C.P. (1350D)
4 )
55 CONSTRUCT 42" R.C.P. (1350D)
6 NOT USED
CONSTRUCT 30" R.C.P. (2000D)
77
88 CONSTRUCT 24" R.C.P. (2000D)
9 CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT STANDARD PLAN 205
10 CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN 332-1, CASE 1
G 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 RCB TO PIPE PER A.P.W.A.
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=8',
HEIGHT=3', T1=8.5", T2=7", T3=8", STEEL SPACING=6",
It BAR=#7, "b" BAR=#7)
17 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
PUBLIC WORKS ASSOCIATION STD. PLAN 380-2
CITY BENCHMARK NO. 289
ELEVATION = 1031.22
RR SPIKE IN POLE NO. 61319 NE COR.
OF SANTA ANA AVENUE AND
CATAWBA AVENUE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
o rte, NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
,,,� FOR YOUR DIG ALERT I.D. NUMBER CALL
20+
22+00
tilt i
#_0 4[qk OK ALiK
ca
I
2
2 +90 26+00 8+00
ITRUS
SEE SHEET N0. 4
30+00
32+
00
SANTA
ANA
AVE.
0
36+00 113WOO 40+00
I I i
SEE SHEET N0. 5
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600 0 Revised Sheets 3, 4, 5, 7, s, 9
ULM` CITY OF FONTANA TWO WORKING DAYS BEFORE YOU DIG -REV. REVISION DESCRIPTION
LDK JOB * 124-07
ESS/ p�,�� L.D. KING, INC.
�.FREF `�Lr) c i n 2151 CONVENTION CENTER WAY
�� �iy SUITE 1008
�012) Q 2 ONTARIO, CA 91764
No. 16434 (909) 937-0200
* Exp. 6/30/01
x/02 s�q Civ��. ris-oma
12/00 LDKing CARL J. FRENW, R.C.E. No. 16434 DATE
DATE ENGR. CITY DATE EXPIRES 6-3�0-01
ALISO
J� COUNTY OF S�I� BERNAR
0 46+00 +00 50+00 52+00
SEE SHEET N0. 6
SHEET INDEX
SHT # TITLE
1
LEGEND
SHEET
LEGEND CONT,
�
= CENTERLINE
TV
= UTILITY INTERFERENCE FLAG (APPROXIMATE
3
STA.
10+08± TO 20+00.00
LOCATION OF INTERFERENCE WITH TYPE OF
—�
= EDGE OF EXISTING ASPHALT CONCRETE
PAVEMENT
UTILITY INDICATED BY:
STA.
30+00.00
TO 40+00.00
T—TELEPHONE
EXIST. C & G
= EXISTING CURB AND GUTTER
TO 50+00.00
E—ELECTRIC
STA.
50+00.00
TO 60+00.00
W—WATER
R/W
= EXISTING RIGHT—OF—WAY
TO 65+60.00
G—GAS
PROFILES AND
DETAILS
SD—STORM DRAIN
LF
= LINEAR FEET
S—SEWER
TV—CABLE TELEVISION
U—UNKNOWN UTILITY
— — —
= PROPOSED SEWER
IRR—IRRIGATION
— — —
= PROPOSED STORM DRAIN
O#
_ #—CURVE DATA
Ell
= PROPOSED STORM DRAIN MANHOLE
1
= RECORD SURVEY MONUMENT
INV.
= STORM DRAIN INVERT ELEVATION
EX. A.C. CURB
= EXISTING ASPHALT CONCRETE CURB
= SURVEY CONTROL TARGET
F7777771
— EXISTING DRIVEWAY
ELE
= POTHOLED UTILITY
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600 0 Revised Sheets 3, 4, 5, 7, s, 9
ULM` CITY OF FONTANA TWO WORKING DAYS BEFORE YOU DIG -REV. REVISION DESCRIPTION
LDK JOB * 124-07
ESS/ p�,�� L.D. KING, INC.
�.FREF `�Lr) c i n 2151 CONVENTION CENTER WAY
�� �iy SUITE 1008
�012) Q 2 ONTARIO, CA 91764
No. 16434 (909) 937-0200
* Exp. 6/30/01
x/02 s�q Civ��. ris-oma
12/00 LDKing CARL J. FRENW, R.C.E. No. 16434 DATE
DATE ENGR. CITY DATE EXPIRES 6-3�0-01
ALISO
J� COUNTY OF S�I� BERNAR
0 46+00 +00 50+00 52+00
SEE SHEET N0. 6
SHEET INDEX
SHT # TITLE
1
TITLE
SHEET
2
CONSTRUCTION
NOTES
3
STA.
10+08± TO 20+00.00
4
STA.
20+00.00
TO 30+00.00
5
STA.
30+00.00
TO 40+00.00
6
STA.
40+00.00
TO 50+00.00
7
STA.
50+00.00
TO 60+00.00
8
STA.
60+00.00
TO 65+60.00
9
PROFILES AND
DETAILS
a
a
a
M LOS ANGELES
1.
5 MILES M
INTERSTATE 15
TITLE SHEET
STORM DRAIN IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE. TO SLOVER AVE.
DR.
L0
56+00
SEE SHEET N0. 7
E*Mmmm�MM—
Index Maa
SCALE = 1" = 200'
J BERNARDINO FRWY
W
2
W
U
6
so oC
SLOVER
SANTA
JURUPA
a
Vicinity Mag)
SCALE =N.T.S.
NOTICE TO CONTRACTORS
Construction contractor agrees that in Calfornia Council
accordance with generally accepted oFGvil Er�n¢¢rr
construction practices, construction &landSurv¢yorr
contractor will be required to assume sole
and complete responsibility for job site conditions during the
course of construction of the project, including safety of all
persons and property; that this requirement shall be made to
apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemnify and hold design professional harmless from any
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional.
All contractor and subcontractors performing work shown on
or related to these plans shall conduct their operations so
that employees are provided a safe place to work and the
public is protected. All contractors and subcontractors shall
comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the
State of California Department of Industrial Relations
"Construction Safety Orders". The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
compliance with said regulations and orders.
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plans are obtained by a
search of available records. To the best of our knowledge,
there are no existing utilities or structures except as shown
on these plans. The engineer assumes no liability as to the
exact location of said lines nor for utilities or irrigation lines
whose locations are not shown. The contractor shall be
responsible for notifying all utility and irrigation companies
prior to work on excavation to determine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or protection of these lines.
The contractor shall call in a location request to
Underground Service Alert (U.S.A.) Phone 1-800-227-2600
two (2) working days prior to digging. No construction
permit issued by Public Works Department shall be valid
involving underground facilities unless the applicant has an
inquiry identification number issued by U.S.A.
SLOVER
AVEN
r-, 1 . I I
='I
6.',r'+ 0 0 �+o
SEE SHEET N0. 8
0
THESE RECORD DRAWINGS HAVE BEEN PREPARED,
IN PART ON THE BASIS OF INFORMATION COMPILED
AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THESE DOCUMENTS AS A RESULT THEREOF.
PROJECT
LOCATION
ANA
a
a
AVE
a
Tn SAN BERNARDINO
9 MILES M
INTERSTATE 215
AVE W
0
Z W o
AVE 0
N
>
sHouLo coNsrRucnoN of THE I CITY OF FONTANA, CALIFORNIA _
REQUIRED IMPROVEMENTS NOT CITRUS AVENUE fl -
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON DRAWN BY: CITRUS AVENUE STORM D SCALE: N
AND CARRIED FORTH IN A DILIGENT CCP RAIN AS SHOWN
MANNER, THE CITY ENGINEER MAY DESIGNED BY TITLE SHEET
DATE: �
REQUIRE REVISIONS TO THE PLANS TO MPT
BRING THEM INTO CONFORMANCE WITH CHECKED BY
CONDITIONS AND STANDARDS IN EFFECT. DHM
JUNE 2000
NY BY: GATE: DRAWING NO.: 1 j
! aJ 2832 9 0
NG CITY ENGINEER R.C.E. No. 51152