HomeMy WebLinkAbout3351-1ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THE. OPERATIONS SO THAT ALL
EMPLOYEES /A SAFE PLACE / WORK PUBLIC
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH
THE "OCCUPATIONAL SAFETY At HEALTH REGULATIONS"OF
DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS "CONSTPUCTION SAFETY ORDERS." THE CIVIL
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE C/ i.OR
AND SUBCONTRACTORS COMPLIANCESAID REGULATIONS % ORDERS.
CONTRACTOR FURTHi AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY F/' OB -SITE CONDITIONS DURING
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY, #UIREMENT SHALL APPLY CONTINUOUSLY AND NOT
LIMITEDBE TO NORMAL WORKING, / THAT THE CONTRACTOR
INDEMNIFY/ HOLD THE OWNER AND THE CIVIL ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORKPROJECT,O
LIABILITY ARISING FROM
OF OR
AVAILABLETHE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH
OF THE RECORDS. . ASSUMES NO LIABILITY
AS TO THE EXACTLOCATION / LINES NOR FOR UTILITY OR IRRIGATION
WHOSELINES / A / ARE tCONTRACTOR BE
RESPONSIBLE / NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES
PRIOR / WORK OR EXCAVATIONTO DETERMINE THE EXACT LOCATIONSOF
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT HEREON, AND
FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
FONTANACITY OF
PACIFIC BELL COMPANY
8353 SIERRA3939
E. CORONADO
FONTANA,CA92807
1400 E PHILLIPS BLVD,
% O
666-5500
row r-6632
ATTN: LARRY SIGNAIGO
SOUTHERNOw
COMCAST (CABLE TV)
•# r
rt
0 DUPONT
D 92373-0306
ONTyr. ,..
761
PICKY REYES
r09 9x3055
«0335-7506
ATTN.' JACK HAYES
(213)
637-1233 PIPELINES
tft ii
5
BENCH MARI<:
CALIFORNIA DEPARTMENT OF TRANSPORTATION
BENCHMARK N0. 16-A-86
FOUND 2 1/2" BRASS CAP IN WELL AT PI
HIGHLAND AVENUE AND CYPRESS AVENUE.
BASIS OF BEARINGS:
THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
NAD 83 ZONE 5.
il
VICINITY
N.T.S.
R.,
CONSTRUCIION NOTES AND QUANTITIES
SOUTHERN CALIFORNIA EDISON COMPANY
1
CONNECT TO 42" RCP STUB PROVIDED PER CITY OF FONTANA DRAWING NUMBER ------
1 EA
1400 E PHILLIPS BLVD,
CONSTRUCT PRECAST MANHOLE PER APWA STANDARD DRAWING 320--1
4 EA
ATTN:
A=45, B=16'; C=2.75, D=42", ELs=1549.90
(600) 422-4133
3
FURNISH AND INSTALL 42" RCP (1350D MIN.) STORM DRAIN PIPE,
112 LF
4
SAWCUT, REMOVE 6 DISPOSE OF EXISTING STREET SECTION AS NEEDED TO
FONTANA WATER COMPANY
(909)
INSTALL PIPE. REPLACE AS REQUIRED PER TYPICAL TRENCH DETAIL ON SHEET 1
REM: dd325 SF
(213)
637-1233 PIPELINES
REP. 256 TONS
5
CONSTRUCT BULK HEAD PER DETAIL 'A" HEREON.
1 EA
6
FURNISH AND INSTALL 15" MIN. RCP MOOD).
24 LF
7
CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD DRAWING 332-2.
1 EA
5
CONSTRUCT CATCH BASIN PER APWA STANDARD DRAWING 300-2
ERICK D. Pl PE
AND LOCAL DEPRESSION FUER APWA STANDARD DRAWING 313-1
1 EA
9
FURNISH AND INSTALL 36" RCP (1.350D MIN.) STORM DRAIN PIPE.
892 LF
10
FURNISH AND INSTALL 30" RCP (13500 MIN.) STORM DRAIN PIPE.
35 LF
11
FURNISH AND INSTALL 24" RCP (1350D MIN.) STORM DRAIN PIPE.
35 LF
CURTIS FORD NIXON
STREET \,P,a112,26-1-5-1-04 -- �--1a�-- N - �2 1 1 71LYTLE CREEK ROADA,PJ\J, 226-15-1-01 1� cr
/ ! 1�!..:.
m
t n 0009 10311
m
FINISHED SURFACE
O. D. +12"
S„ �-9 COVER ---Ii "
T#4 0. C. BARS
I. 0.
RCP 0.D.+12" O.D.
RCP
8 W WEW '"
O
SHALL BE CLASS 'B
2. REINFORCING STEELSHALLr BULKHEAD
WITH HORIZONTAL "A"„i TOWARDS OUTSIDE A /
BULKHEAD.
WHERE BULKHEAD IS USED WITH i S
BARS SHALLBE DETERMINED BY /
THE R.C.S.
4, LIFTS SHALL BE # CABLE SAME-
DIAMET
# y D Ay y.l BARS.
y t THROUGH
HOR
S. COAT EXPOSED PORTION OF
CABLE
PRIOR LIFTS# BACKFILLING TRENCH.
NOT
� SCALE A!
SHOULD CONSTRUCTION OF THE PEGFIPED ItTIPPOVEMENTS NOT
COMMENCE WITHIN O YEAP5 OF THE DATE OF APPPOVAL
SHOWN HEPEON AND CAPPIED FOPTH IN A DILIGENT MANNER
THE CITY ENC71NEEP 14AY PEOUIPE PEVISIONS TO THE PLANS TO
BPING THEM INTO CONFOPMANCE WITH CONDITIONS AND
STANDAPDS
FUTURE FONTANA
r�0hq
HEADER GRINDS 2' STRIP AND''
OVERLAY 0.15' MINIMUM
3" MAX SIZE NATIVE
SOIL, COMPATED 959
6" MAX SIZE
NATIVE SOIL
COMPACTED 90
``-HEADER GRINDS 2' STRIP
----- AND OVERLAY 0.15' MINIMUM
CONSTRUCT 4 1/2” AC
I" MAX SIZE
SELECTED NATIVE SOIL
BEDDING COMPACTED TO 90%
RCP AS SHOWN
ON THESE PLANS
TYPICALTIL
N. T. S.
arra
SOUTHERN CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
7951
REDWOOD AVE.
1400 E PHILLIPS BLVD,
FONTANA, CA 92335
ONTARIO, CA 91766
ATTN:
JAIME AMESZCULA
(600) 422-4133
(909)
357-6561
ATTN: STEVE HOOK
(909)
520-5595 UNDERGROUND
FONTANA WATER COMPANY
(909)
820-5137 TRANSMISSIONS
5440 NUEVO AVE.
(213)
637-1233 PIPELINES
FONTANA, CA 92335
(909)
357-6.559 DISTRIBUTION
(909) 522-2201
(800)
422-4133
(909) 523-5046 FAX
ATTN: AL KROHN
h
/ ! 1�!..:.
m
t n 0009 10311
m
FINISHED SURFACE
O. D. +12"
S„ �-9 COVER ---Ii "
T#4 0. C. BARS
I. 0.
RCP 0.D.+12" O.D.
RCP
8 W WEW '"
O
SHALL BE CLASS 'B
2. REINFORCING STEELSHALLr BULKHEAD
WITH HORIZONTAL "A"„i TOWARDS OUTSIDE A /
BULKHEAD.
WHERE BULKHEAD IS USED WITH i S
BARS SHALLBE DETERMINED BY /
THE R.C.S.
4, LIFTS SHALL BE # CABLE SAME-
DIAMET
# y D Ay y.l BARS.
y t THROUGH
HOR
S. COAT EXPOSED PORTION OF
CABLE
PRIOR LIFTS# BACKFILLING TRENCH.
NOT
� SCALE A!
SHOULD CONSTRUCTION OF THE PEGFIPED ItTIPPOVEMENTS NOT
COMMENCE WITHIN O YEAP5 OF THE DATE OF APPPOVAL
SHOWN HEPEON AND CAPPIED FOPTH IN A DILIGENT MANNER
THE CITY ENC71NEEP 14AY PEOUIPE PEVISIONS TO THE PLANS TO
BPING THEM INTO CONFOPMANCE WITH CONDITIONS AND
STANDAPDS
FUTURE FONTANA
r�0hq
HEADER GRINDS 2' STRIP AND''
OVERLAY 0.15' MINIMUM
3" MAX SIZE NATIVE
SOIL, COMPATED 959
6" MAX SIZE
NATIVE SOIL
COMPACTED 90
``-HEADER GRINDS 2' STRIP
----- AND OVERLAY 0.15' MINIMUM
CONSTRUCT 4 1/2” AC
I" MAX SIZE
SELECTED NATIVE SOIL
BEDDING COMPACTED TO 90%
RCP AS SHOWN
ON THESE PLANS
TYPICALTIL
N. T. S.
arra
P` ''(INEti'illr
EPIC
r
CIVIL ENGINEERING
LAND SURVEYING
PLANNING
CONSTRUCTION MANAGEMENT
REDLANDS BOULEVARD
SUITE 146
TELE
909 - 792 - M
No. 63554
6-30-071''"
h
ERICK D. Pl PE
DATE