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CITY OF FONTANA
PACIFIC DELL CO.
PERCENTAGEPASSING SIEVE&
ATTN: 7/45
6353 SIERRA AVENUE
1265 N. VAN BUREN STREET
FONTANA, CA 92335
SUITE 180
(909) 350—,',,ANAHEIM,
CA 92607
4 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
(714) 666-5401
SO. CALIFORNIA CAS COMPANY
COMCAST (CABLE TV)
ATTN: CLEC GASPAR
ATTN: JACK HA ES 1205
16231 VALLEY BLVD.
DUPONT AVENUE ONTARIO, CA.
FONTANA, CA. 92335
91761
(909) 428-8411
(909) 390-4736
EMERGENCIES: (600) 427-2200
11 INSTALL 6" SEWER
7 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
VERIZON
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
909 620-5596 — UNDERGROUND
(909) 469-6327
909 675-5100 — TRANSMISSIONS
213- 637-1233 — PIPELINES
FONTANA WATER COMPANY
909 357-6233 — DISTRIBUTION
ATTN: MICHAEL J. M GRAW
6440 NUEVO AVENUE
•1?221,4)14r,1'F $fgfp/
FONTANA, CA 92335
CRAFRD CANYON MUTUAL WATER CO. (909) 622-2201 FAX:
ATTR. BILL VANDERKIEFT, JR.
(909) 623-5046
(619) 568-6040
, ..
'
WEST SAN BERNARDINO WATER CO.
UNDERGROUND SERVICE ALERT
ATTR: LON TSAI
(800) 422-4133
655 W. BASELINE ROAD
RIALTO, CA 92377
IVBNOTICE
THE EXISTENCE AND 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 EXCEPT
THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPON—
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS—
IBILITY FOR THE JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS,
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
a
CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER
PRIOR TO THE COMMENCEMENT OF WORK.
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PERCENTAGEPASSING SIEVE&
®�IrIil�i
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TRANSITE WATERLINE
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
�JNSTIL .
SHOWN ON THE PLANS.
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4 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
313 L.F.
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
,ITEST
5 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
.
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
RAD
36 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
0
1" MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%.
_._
A t •Y. -h+
S+
+
V� �AMTY M
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CONSTRUCTION OT : QUANTITIES
— CONSTRUCT PRECAST CONCRETE MANHOLE PER 11 EA.
(-*ITV CTn nIAI ` ISIr) 1 1,? (1 n =A -3R") — -- -- , -
t % t_ t V 1 N.f Y i_ %.F. IJ 1 %a i W +J e_ %_11 I It v W 1w
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33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
REMOVE AND DISPOSE
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TRANSITE WATERLINE
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
�JNSTIL .
SHOWN ON THE PLANS.
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4 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
313 L.F.
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
INSTALL 5" EXTRA
5 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
.
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
36 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
PLUG (SAME AS
AND PROCEDURES DESCRIBED IN THE " .A.T. .H. MANUAL", LATEST EDITION UNLESS
16 EA,.
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
11 INSTALL 6" SEWER
7 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
Cv EA.
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
AVE.
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2. STA 33+63.00 TO
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Prepared Under The Supervision Of
4. STA 57+00.00 TO
BEFORE
��" ��
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0
1" MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%.
_._
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+
V� �AMTY M
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CONSTRUCTION OT : QUANTITIES
— CONSTRUCT PRECAST CONCRETE MANHOLE PER 11 EA.
(-*ITV CTn nIAI ` ISIr) 1 1,? (1 n =A -3R") — -- -- , -
t % t_ t V 1 N.f Y i_ %.F. IJ 1 %a i W +J e_ %_11 I It v W 1w
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REMOVE AND DISPOSE
OF 6 EXIST.
TRANSITE WATERLINE
560 L.F.
�JNSTIL .
INSTALL " EXTRA
STRENGTH V.C.P.
�'d. R 1D SPIKE AT INTERSECTION
313 L.F.
'CLA
INSTALL 5" EXTRA
STRENGTH V.C.P.
.
540 L.F.
10 INSTALL 6"or S'° V.C.P.
PLUG (SAME AS
LINE SIZE)
16 EA,.
11 INSTALL 6" SEWER
LATERAL PER CITY STD, DETAIL 125
Cv EA.
THE EAST SIDE OF CITRUS
AVE.
THE ag BEARINGS
1. TITLE SHEET'VC.P.
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VVC) P. COM MC= J L LA TfMA
10601 CHURCH STREET STE. 107
. ,, ,
RNGA, CA 91730
DRAVM BY -
SIERRA AVENUE
I - T — ` I
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No. 30,
S. a. PER R.S. WAS USED AS
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THE EAST SIDE OF CITRUS
AVE.
THE ag BEARINGS
PLAN.
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C�TY OF FONTANA, CALI RM
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F'��F' • ICED IN I --IE {�F ISE �F
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10601 CHURCH STREET STE. 107
. ,, ,
RNGA, CA 91730
DRAVM BY -
SIERRA AVENUE
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Exp: 9-30-05
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PHONE (909) 948-1311
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J DESIGNED BY:
t
DATE -
:
TIT�E
S2HZET
. 2003
IUB IN IT I CFTC miT N1
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DRAMING NO.:
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Q.C.E. 6218iJ
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DATE
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