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ALL WORK
SHALL ACCORDANCE V /
NA 1 STANDARD
PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION 1i' I BOOK") ALL REFERENCE SPECIFICATIONS
..I: r, STANDARDS
it BE
THE
OTHERWISELATEST EDITION UNLESS
EXCAVATIONS8 THE WALLS AND FACES OF ALL. i FIVE (5) FEET IN DEPTH
BE GUARDED BY 1 ,
SHORING,
, :., I S "> , rt � OF
THE
GROUND
OR OTHER 4PPROVED
MEANS
PURSUANT
THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES
LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
SIS AR
BENCH MARK; .1 1
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING 1 4.0 MILES WEST ALONG S.P. RRFU SIERRA AVE.
EL T = 1 004.91 DATE 03/01/71
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26 NO OPEN TRENCH SHALL BE ALLOWEDATT E END OF THE DAY WITHOUT PRIOR APPROVAL
F THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS
TO ALLOW FOR MINORDEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY
ELEVATION LOCATION ETI . CITY APPROVAL OF CONNECTIONS TO EXISTING-- _
FACILITIES DOES NOT IMPLY CORRECTNESS F ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. [T11"
AL29 L 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED Y° THE CITY ENGINEER.
EXISTING SEWER PIPE AND PLUCK AT
30 TERMINATE ALL " HOUSE S E TERALS 3 FEET INSIDE T E LOT WITH A PLUCK 12"
0—
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY ASE E TS EXIST EXT TO TFIE STREET
PIPE,
RIGHT OF WAY, THE LATERAL SHALL. TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE
SEWER ANHOLE PER CITY OF
UTiLITY EASEMENT.
Li
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE: LOCATION
1600
F THE SEWER TE L.
TRENCH REPAIR PER CITY OF FONTANA
EA
STANDARD AIL NO. 131
32 IF EXISTING UTILITIES OR ANY OTHERFACILITIES FLICT WITH THE PROPOSED
05---------SAWCUT
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES
IMMEDIATELY.
" SEWER LATERAL PER CITY OF
FONTANA
33 NO CONCRETE SHALL BE PLACED TIL_ THE FORMS AND REINFORCINGSTEEL HAVE BEEN
PLACED, INSPECTED AND APP OVEI.
TRENCH SHORING
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTE AND APPROVEDPFI 'TO PAVING
0—CONSTRUCT
OF STREETS.
TIGHTENING
PRIVATE ENGINEERS NOTE
CAUTION / IMPORTANT NOTE" TO CONTRACTOR. -
/t 1 21"
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t,Y,.t iYr", tl
1K� \y \1{4d1i�1
REV. RE SIGN DESCRIPTION DATE EN R. CITY DATE
PARCEL MA P 15013
p
INDEX111MAP
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1 t dl�
d I 18" TRUNK SEWER
16800 VALLEY KEW AVENUE
LA MIRWA, CALIFORNA
PH(714)521-4811 FM(714)521--417J
Prepared Under The Supervision Of
(D --------REMOVE
EXISTING SEWER PIPE AND PLUCK AT
MANHOLE
0—
CONSTRUCT " VCP EXTRA STRENGTH TH SE E
PIPE,
03 -----CONSTRUCT
SEWER ANHOLE PER CITY OF
FCS TA A
1
STANDARD DETAIL NO.112.
1600
@-----------CONSTRUCT
TRENCH REPAIR PER CITY OF FONTANA
EA
STANDARD AIL NO. 131
05---------SAWCUT
& REMOVE EXISTING AC PAVEMENT.
@--CONSTRUCT
" SEWER LATERAL PER CITY OF
FONTANA
STANDARD DETAIL NO. 125
(D -----CONSTRUCT
TRENCH SHORING
0—CONSTRUCT
SEWER ATER TIGHT PLUG WITH
TIGHTENING
BAND PER CITY" OF FONTANA STC. AND SPECIFICATIONS
16800 VALLEY KEW AVENUE
LA MIRWA, CALIFORNA
PH(714)521-4811 FM(714)521--417J
Prepared Under The Supervision Of
Last Update: 7/7/04
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8000
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EA
1600
LF
EA
Last Update: 7/7/04
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HAIDOOK 1. KGHAI N RCE NO. 4.329
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