HomeMy WebLinkAboutLomar Corporation - 1968-12-16•
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OVOTINE itATZ3
CARPENTERS - Double time for 411 overtime.
CEMENT MASONS - Time and one half for the first three hours after the regularly
constituted straight time shift, and all other overtime shall be double time.
DFLUTING ENGINEERRS - First three hourr, outside than regularly constituted shift
shall be 7t the rate of time and arse half. All additional hours shall be at
double time. On Saturday work, the first eleven hovers shall be at tithe and one
half and all additional hours st double time. Sundays shall be double time.
IRON WORKERS - Doub:.e time shall be paid for any and all work in excess of eight
hours on any regular work day and for all time worked on Saturdaysr Sundays and
rcc.:,gr►ized holidays.
:ABORERS - Time and one half, except Sundays and holi�ays, which are double t.irae.
TEAMSTERS - 'rime and one half, except Sundays and holidays, which are double
time.
The rate of compensation for any classification not listed in the schedule,
but which may be required to execute the proposed contract, shall be comtn nsurate
and in accord with the rates specified for similar or comparable .luties ia the
Southern California Mastyr Labor Agreenwnta.
The rates per hour, indicated above are based upon the local prevailing
rates per day being eight !tees the above scheduled rate per hour. Hourly rates
of Fay are based upon eight hours per day for a full dray or a fractional part of
a day. The per diem wages of a fractional part of a day shall be thi applicable
rate per ;your multiplied by the number of hours woL-ked on said day ether than
for overtime and/or Sundays or legal holidays.
1►11 work performed in excess of eight hours par day cr forty hours per week
shall be Maid for at the prevailing overtim rate, and all work performed on
holidays and Sun.iays, shall be paid for at the prevailing ovzrtiw. rate, for each
craft Involved.
Plars and specifications togetter with proposal form may be obtained at thQ
office of tha Director of Public Works, City Hall, Huntington '.each, California.
No bid will t,e received utt:.ess it is made on a blank form furnished by the
Director ai Public Work$. Tne special attention of prospective biddere is called
to the oroposal requireawt:nt;,, set forth in the specifications, for full dir,actions
a3 to the bidding.
The foregoing quant.:ties are approximate only, being given as a bas-t.s for the
cc,mpsris,on of bids, and the City of Huntington Reach does not, ^xprest '.)r by
implication agree that the sctual amount of work will correspond therewith tut
reserves the r!h!,L co increase er decrease the amount of any class or portion of
the worl., ns may be deemed necessary or expedient by the Director of Public Works.
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All bids will br. compared on the basis of the Director of Public forks
estimate of the quanta ties+ of work try be door.
No bid will be accepted from a contractor who is not licensed in accordance
with the law, under the provistat x of Chapter 791, Statutes or 1929, as amended
or Chapter ?7, Statutes of 1939, as smuded, or to whom a proposal form has not
been issued by the City of Huntington beach.
Each bid shell be made out on a form to be ebtained at the office of the
Director of Putlic Works, City Hall, Huntington Bact:ve, California; shall be seieled
and filed With the City Cie::k at :320 Pecan Street, of said City on or before
900 A.M. of January 61 1'?69, and shall be >pened by a committee cceaposed of the
City Clerk, the City Attorney and tlirecto'r of PubUc Works in the Administrative
Conference Room at 900 A..M., or as soon thereafter as possible, and results
of said bidding will be reported to the City Council of said City of Huntington
Beach at their regular meeting to be held on Monday, the 6c" day of January, 1969
at the hour of 4:30 P.M. in the Council Chambers in the City Hall of said City of
Huntington Beach and shall be actLd upon by said City► Council at their said regular
meetinS ofMS1I January 6, 1969.
The City of Huntington Beach, G.tlifarnia; reserves the eight to reject any
or al bids, •nd to accept the bid demned for the best interest of the City of
Huntington Beach, California,
by or ter %f the City Council of the Cite of Huntington Bea,:h this day of
, 1968.
ATTEST=
City Clerk
Psge S
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• RES(►LUTiow mo. 2888
A RESOLUTION OF THE OITy COUNCIL OF THE CITY Of
HUNTINGTON MCH ESTABL RING THE GEiVM4L ORE�
VAILLNG RATE Of K%MLY WAGES FOR EACH Mr,' OR
TYPE OF WORKW OR MZCHANXC hTEDED FOR THE
CONSTRUCTION OF A SEM PWING STATION Olt SPEER
AVENUE KC CRABS LANE, IV THE CITY Of M MINGTON
BEACH, C:tiLIFORNIA.
WHEREAS, the City Council of the City of Huntington Beach
It has conducted a hearing for the purj,os* of establishing the general
prevailing rate of hourly wages U'.. this locality for wortasen needed
in !:he construction of ;t sewer pumping station on Speer Avenue at
Crabb Lane, in the City of Huntington Beach, California and has con-
sidered evidence presented.
NOW THEREFORE, BE IT RESOLVED: That the City Cnuncil of the
City of Huntington beach does hereby find, establish aid determine
that the general prevailing rate of hourly wages in this locality for
workmen ..aeded in the construction of a sewer pumping station on
f' Speer Avenue at Crabb lane, in th„% City of Huntington Beach, Californ!La
an:' the eneral prevailing rate of regal holiday and overtime work
.Is as follows:
'. kWE OR OCCUPAT IOP� MIRLY WAGE RATE
CARPEN-.'ERS
Health t Welfare - 40C per hour
PenP4.o:: P1in - 45c per hour
Vaca:.iovi - 25C per hour
CArpenter $5.33
CEMENT MSONS
Health & Welfare - 40c per hour
Pension play. - 35c per hour
Vacation - 35o: per .lour
,ement Manor- Journeyman 5.13
OPERATING SMINEMS
Health d Welfare - 30c per hour
Pension Plan - 60c por hour
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TRADE OR OCCU PATON
HOUIUA WACB RATE
OPERATINC ZWTJM3RS - Goat':+
Vacation - 30c per hour
CLASSIFICATION
Group 1
4.68
. Group 2
4.92
Group 3
5.16
Group 4
5.27
Group 5
5.46
Group 6
5.56
IRON WOEMM
Health & Welfare - 30 o per hour
Pensior. Plan - 300. per flour
Vacetton - 25c per hour
Reinforcing Ironworker
6.10
Fence Ernetor
6.03
LABORERS
Health & Welfare - 21hC per hamr
Pension Plan • 27c per hour
Vacate= 20c per. hour
Laborer - General or construction
3.97
Dry Packing of Concrete
3.97
wperator of pneweati: & electric tools,
vibrating machines a similar machanlcal
tools not separately classified herein
4.18
Cutt.lny Torch Operator (DemolWon)
4.02
Fine Grader, highway & street paving,
airports, runways & similar tyke heavy
construction
4.01
Flag do
3.97
Guinea Chaser
4.05
Laying of all non-cetalift pipe, including
sewer pipe, drain pipe & Ludergtourd the
4.29
..oncrete saw wnq excluding tractor tylw
4.18
Making & twilking of all non-emtallic
pipe joints
4.16
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TPADE OR OCCVPATU M
HOLY WAUX RATE
TEAMSTERS
Herltrh d W,tlfore - 450 per hour
Ptns icm Plan - 30* per hour
Vacation . 40C per Stour
Driver of Dump Truck of less thmat
4 yds Meter Level
4.65
4 yds but leas than 8 yds water level
4.68
8 yds but lose than 12 yds water level
4.73
12 yds but less than 16 yk:a woitar Isvel
4.81
16 yda but less than 25 yds voter level
5.03
25 yds or more rater level
5.49
Driver of Truck Legal Payload Capacity:
Less than 6 tons
4.65
6 tons to 10 tons
4.68
10 tons to 15 togs
4.73
15 tens to 20 tons
4. E1
20 tons or more
5.03
Driver of transit mix truck:
3 yds or more
4,89
Driver of Road Oil Spreader Truck
4.83 +
Bootman
4.83
Water or tank -type truck driver
2500 gaIN to 4000 gals
4.83
Truck Greaser d. Tireman
4.96
Truck Repairman
5.615
Truck Rapairman Helper
4.885
DW 1r and DW 20 Euclid -type equipment,
LeTourneau Pulls, Terra Cobras and similar
types of equipment; also PH and similar type
trucks when performing work within the
Teamster jurisdiction, regardless of types
of attachments
5.615
PIPE TRADRS
Health d Welfart - 550 per hour
Pension Plan - 93C per hour
Pipaline Foreman
7.00
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TRADE OR OCCUPATION H471MY WADE RAT?
PIPE TRADES - Cont+d
Pipeline Journeyman 6.363
ELECTRICIAN
Health d Welfare - I50 per hour
Pension. Plan - 350 per hour plus 1% gross payroll.
1. FAQ . mil
General Foreman 7.48
Foreman 6.79
Journal -man W!reman 6.10
Journ'-,-,%n Technician 6.16
OVERTIME RATES
CARPENTERS Double tin:i for all overtime.
CEMENT MASONS - Time and one half for the first three hours after the
regularly constituted straight time shift, and all other over time shall
be double time.
OPERATING ENGINEERS - First three hours outside the regularly corsti-
toted shift shall he at the rate of time Ant! .e half. All additional
Hours shall be at double time. On Satur . .rk, the first eleven
hours shall be at time and one half and all additional hours at double
tine. Sunday shall be doable time.
IRON WORKERS - Double time shall be paid for any and all work its exceos
of eight (8) hours on any regular work clay and for all time worked on
Saturdays, Sundays and recognized holidays.
LABORERS ' - Tim and oue half, except Sundays and holidaya, w+ich are
do -,able time.
TEAMS_ - Time and one half, except Sundays and holidays, which are
double time.
The rate of carmpersa :ion for any classifications not listed in the
..hedule, but which may be required to execute the proposed contract,
shall, be comeasurate and in accord with the rates apetified for
similar or caparable dutids in the Southern California Master L!bor
Agreements.
The rates per hour, iisdicated above are based upon the local
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prevailing rt.tes per day being etiht (8) times the above scheduled
rate per hou Hourly rates of pay are based upon eight (8) hours per
day for a full day or a fractional part of a day. The per diary images
of a fractional pert of a day shall be the applicable rate pow hour
multiplied by the number of hours worked o:, said day -other than fow
overtime and/or Sundays or legal holidays.
Fassed and adopted by the Clay Council of the City of Huntington
Beach, California at a regular meetiag thereof held on the 16ek . day of
December, 1968
ATTE S'r t
City clerIF
APPROVED AS TO FORM
DON P. BONFA
City Attorney
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LOU' ANN MARSHALL
Assistant City Attorney �
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Res., No. 2881
STATE OF CALIFIDRNIA
COUNTY OF ORANGE
CITY OF HUNTINGTCiN BEACH
I, PAUL C. JrONM I the duly elected, qualified and
acting City Clark of the City of Huntington Beach, and ex-
officio Clerk of the City Council of ,said City►; do hereby
certify that the whole number of members of the City Council
of the City of '!1intington Beach is seven; that the foregoing
resolution was passed and adopted by the affirmotive vote of
more than a majority of all the members -of said City Council
at a regular meeting thereof held on the 16th i
dray of December , l9 68 by the following vote: �
AYES: Councilmen:
( I
Shi ms Barrier*, Kaufman, Matney, green. Coen i
NOES: Cuuncilmen: None ;
ABSTAINEM: ouncilmen: McQrA&k1n,,,
ABSENT: Councilmen:
None
f
Cityr ClprR an X-oliicikClerk
of the City Council 0LE the City
of Huntington Beach, California
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Cityof Huntington Beach
P.O. rox pro CALIFORNIAISM
ENOINSERING DEPARTMENT
December 91 1968
Honorable Mayor
and City Council
City bf Suntineton Beach
Attention: Doyle Miller
City Administrator
Subject: Speer Avenue Sewer pump Station
CC--lo5
Gentlemen:
T:caasmitted, herewith, Fire plans, a*+eci.ficatians and the
resolution adopting wage scales to construct a sewer pumpir+g
station on Speer Avenue at Crabb Lane.
IN--nancing of this ,;r0.j r ,t will be from the sewer fun&
it is recommended that your Honorable body approve the plans
and specifications, adopt the resolution, and instruct the clerk
to Lati-e the notice published upon notification from this office.
Very truly yours, eeo�
smes ',I. Wheeler
Director of public Works
,; RW: DGB: eye
Trans.
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SPZCIFICATIONS
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FOR
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Prepared by
'N BEACH
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SECTIGiis DUCRIP' 001 Cri t1C
Nrr.a�.r� r•�.wrrrrre•�w����w�� r•.
The mark to be dma : onsiste in general 0 constawtaron of puW statue
v*ult, *at well, and force main and ittatallaticta of two sewme vows, a mxv
Puap, a mat fan, mcessary controls and appartAmancies and tht perfavame of
all other work mcessarry for the coatuctlon of the complete pomp station and
force main.
b'14C' ON SPECI.FiuTIONS
The vn* to be Odom under this contract shall comply with the furortaai
Specificati.tans and with the Standard Specificatioaas of the State of Ca�1fornia,
Depaistment of Public Wafts, IYAviaians of Highmys, dated JnLy, 1964� ltasaafar
as 0,4 same my apply, and Shall slao candy vit'h the toi:ioving Spec'
Provisions.
The ta:rm dState Stam4ard Specifiaat- ions", vrbtn herein af:u us6d, shall be
interpreted as wsuLng, and bring-yna,Y-jmouv with the Stna&rd Specifications of
the State of Califo=ia, Depsrtoent of Public Works, O1v1sia2 of ttl.Sbmys, dated
July, 1964,
In came of conflict between the E.�ecificatlons, or the State Standard
Specificatic.,. s, and these Special. Pruvisiona, the Special Ptovi*w- shall ta".ra
precedence orrer ani be used. in Iivj of such conflicting portions.
S=I,% 3, PLANS
I'! -A Mrk to be: done %adder this contract shall, comply with thrr lmprovsaeaut
P'laas, and said Plms form a part of the contract docaments and aro oar file in
Vie dffice of the faa&inmrr. That contract documents shall consist of the
following listed itevat
1. Speulfications and !-gciael Provisions
i. Prop*"I
3. Plan cc file in the office of , na ftsineer
4. The contract# agresssnt wd bands+
SWTIQK 4. TMRN
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The testing of materials vba:l b-9 in accordaraci with the Standard
Specifications.
ircr coaerate testirg tha tostrac.to r shall retain the aerricss off an
s appro��ed indepandant t mUag lakwatoryr for testiug of all cvaclet• 6eUvered
The contrae Lar ,shall taM a suff ia:iant m mbt -: of sanples as Arent" by the
Ztgineer at bin representative to detaWam the quality o= the a ►.rarate.
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S= ION 5 INSP i ON
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The work to be dr. ^ under this contract is to be inspected by the City
of HmiaUngvm Beech. The contractor, therefore, shall be wgWtw to
cooperate with and caW y► with diiec Uves of the City or its au tborisad
reprasentatives. A twcntyfour "ir nonce shall be Bevan before that project is
to be cae mbead. DurLzg aonstrvetion the ceratrector shall give due notLea,
satisfactory to the inspector, of the reaftneer, of any ph&" of +coloatruatioe
to be iu;,pected and shall not pro Rd vithout approval of tba inspfstor.
S=TION 6, P£A AVWE AND C UBS VIM idAIZ PU'MF STATION C0 'fi► LO�1 MAILS
5.71 Canrrra 1
As specified in Section 1, all work shall be done under tM an icable
sactions of the Standard Specific-ations and the State Specifications; hownsr,
all refererces to measurement and payment in the : tata Specifications shall
be nv.11 and void and the applicable work items shall be Lneludo,d in the work
outlined as a coq)lete bid item,
n2 work in general consists of construction of the pump station veal t
consisting of an 81 x 14t Quickset Trwnformer vault, and Installing tlw- eein
two 6" x 6" Weak o Sewage pum) s with 15 h. p.. elec tri motors; tas tolls tine of amp
sump pump, bent fan and all necesscry controls and appurtanances. An 81 di.a ter
Wet Well is to be con.,%* ucted over the existing 8" q.C.Pe sayer emir► that 1.2 not
yet in service. The €m main to the nartb is to be abandoned and an 18" drop inlet
shall be provided, for futuTL conuction from the north. A 10" reinforced plastic
mortar force main is to be ccustructed from the pump a : Uou din Crabb Lane to the
exi,;ting gravity sewer in Speer Avenue. A Mind flanged tee shall, be Lft2talled at
the intersection of Speer anit Crabb for future re-routing east and north. All
existing street improvemeuts Wr-.ted by tUs vork s1wll be raconrmeted.
6.03 � Structures
C, a3 (1) The Pure S tat Ion Vat►1 t shal 11 be Quik-Sat Trandarner vault 81
x 14" #PV 908 i.d. iwight 91 4" as sham 012 plans aEid daslgpW for street loading,
All iaa-to proof +r{ th Qui': Seal joint caWmmd :rfthin h joint
and shall be wrapped on the exter'.or surface of the vault with P11e0flex tape
#3A4-13 applied with #103 pz,isesr. The inside of joints sleep be alien ded
finished wLth BmWo grout,
6.03 (2) The filet Well riser red CcMi arterial, stall be proaast mad the flat
top slab nrl be precast. All cearete vovk a1a11 be is w4ordswe with aPPIUSUe
requixrae is of Section 31 of the State Ifun daard Spssiflkat±lear+ All ee"rete
ball Is 4 aack fix, 3M p.m* ie concrete at 29 days. 1W ,:sty mW retain tU
sesviess of a pffvate testing laboratey -try test Cylinders 1xom each days pone or
as W r-ectsd by the as gia"T. All joints shall bo f3.nlried Na specified In tees
preoeitAng secti+w.
-lw
—.....r...+......` -r +..`aw.,.F.—w roe..w�w..I,v �..-.-rr�.+ww. �w.«ww...r.w. .++•+ir►w—.... w. r.r.w.a...w ._.. +.��...
4 n
Ok"•i. t: i"�• .`• �f ��•' r` r•� .h.'.5 nt - �I 7Y' '
i'l ill" - � ., ,,; :�,.:r'T.' •..- '
i
t ' 7
t • t
6.03 (3) Strueturu as:cay tics" shall include the res anal of all ssaterri`al o"
noture nace�seaary o�onstruction of atructuraa and fir-ndatims is
accordance with tl.-- plans sad specifi;-ations. It shall include tkw fumisLift
of all laborp matarials, tocla, and equipment and doint all the Mort: IMMITed Liz
the inCtallatiou and subsequent rawyatl of all shoring, slaaeting, bracing anA other
d*talls which may be necessary.
The sides of *=avaticros for structures s shall 4e sufficient tr, leave let
least two feet in the clear as maosured Brae the erxtr=s outside ref Berm Mork or
they structure as the case may be, where eowevatlon is in,advatteacty carried below
deaignated eletrstims, suilabolet proyWon scull In made c,t the ampmm of the
t contractor for adjuatm ut of conatruetion, as diveztcd by the wgia&1j r, to mast
requirements iw.urred by the deeper euatavation. No earth bnckfill will be permitted
to correct ovevdap th euocava ti. on bme a l h structures, and orresdetp th erAava tioa is
such locations bhall be rectified by backfi.11ing with awned, gridod gravel, of
concrete, as directed by the eagi,aeerr.
Structura „backfill After structures end foundations ate in place,
backfil1 shall p M.2 to ie original ground line or to the Itsits dersi*nsted
on the plans. No auterial s all b-a depoaLted t4minst the wall* of cove ets
structures for a period of foutteen clays following pouring of concrete*
(a) Compactions Backfi ll shall be plated in horisontal layeira
not e=esdiag six -tttchca in depth and shall ba moist,aned and thoroughly mod,
rolled or otherwise compacted to a ainiuum relative density of $5% to within
0 from finished svrfcce, 90*4 from 40 to 21 fioo finizhad surfoce amd 95%
fram l' below finish. burface to finished surface. WatNr settling will not
be perms. tted except vi th the vri ttren permission of the Ugiwwr,
IN Mate=ialt Beckfill material shall consist: of loose earth
or sand free ftcia stones, clods, or other deleterious naterial, When Warial,
frcon thet accavarioo 18 unsuitable for :use in backfill, it shall be disposed
of as specified in Section 10, and suitably uAtertal, which is capable of
attaining the required relative density, shall bo arranged Eov seed furesishsd
by the contractor at his e V mse.
ou Ius Ex.--aratad material - from the d=avatic�n re+aaiaing after
backfilling shall be disposed of as specified in Section IN
FdC16 bsnrsse Psmrps
Swaga pt=V& shall be 1007E eaaplataly recessed uVellar na a-alog with ff-ll
pipe else loft length handliag characteristic WLW.Mt Meartag rings. Ve■ao VP
6x6 with small Impeller for initial 500 gal/]a' ft TDu and ultimate sired 15
464/3/60 opus drip proof orators.
1205 Controls
"hall be Esscowbubbla ccetro3 for IOM alternations, stmodby and !caly cram
pump operation at may time; alarm± circuitry self contained with 3 Ct par hour at
6 prig air. 4omptessors and lerrnal ;sugar.
M pumps shall be equipped with "Abets" screw type pressure grenaa fittiLa&l+
I
r A.....
Nei
y
0
.ar
6 05 Shen aLttwiW
The Contractotr' *hall furnish the EnSineoer with a '"alWlete piplv4g ftsvLT4
showing all pipirg, fit Ungs values pumps., and appartwjm"s. Such dravitags
shall be approved by the Ecgineer prior 'to the car"wzamwt of the related
portions of the Mork. Approval of the chap edrdc-.. %s .ball -nt rt-lien tM oo nttrec totr
of his responsibility shm.ild an error or discrepanny be note. ftring rho course of
coca trut t iou.
11=10A COASAAM e
The contractor shall guatanLea all (:" his work against brasks, or toy
q-pr of failure due to deefese:tiv+e material *r workaaaaship, all for a peir'ie a of
out year frm date of cooplation of the contract;.
Wao defective material st o#r wrk%szx@bip are discovered rtgvirltd# repairs
to be mide under this guarantee, all such s;ork shall be gone by the , atrscttor
s• his tiV ase vithiti five days after writ :eon eot4ice of any Wec is has been givau
him by the oeneY. Sbould the contractor fail to repair such defeats mate►.i.el
or vsor'wauship within five days theraafter, the owner may make the U*Cessary* repairk,
and charge the contractor with the art►tatl most of all labor, L,wteerials aW o vcvhead
roeoquirid. In emargraci+es deawnding •immedietoe att3ttton, ttbe aster shall i ,4ve the
. right to repair the defect and charge %Aa contractor with the actual cost of all
labor, materials and overhead requirel.
0
The contractor shall arrange to have hie faithful performance bona be iu
effect for the period of ras year after tLie date of coWloetion of the contract
to nweei his gusr!mtee ar above act forth.
SDGTI�7i4_8+ 'i'ithi+'Ylt: Pr-CTECTZON
Work in all at;reets :'stall be so conducted a to provide ecapwiarucoe with
,sermi.tm and to provi da traffic. usabilit 7 at: all ctr.�.ex � mar tics urea Chia aoeile�r
is not al:ttually Ding installed, acd to provide paieage around the work at poerio"
when work Is not in progress. Barricades, signals and Smarda .ball be pxvrlded ace
required to properly prat&ct the public. Pvovisiou of Guth protection shall be
cousidered to be i:xluded in the pricas bid for the work, and to aebitImal.
paymentta +rill be made to the coottr.:.tor for fu=tshf ug the same,
M�C"fI[ A 9� S- OIL 1xiYESTxC�I'Tl:{ i
Th4t Ws;ineoer has not mada c specific s:s•1 innesttigation in this assa. It
shall be t,bw resp ibll,itty of the hLddear to satisfy himml' as to ttha : rA and
tepee► of soil t-) be mcostat+sreed tab ele7stian of. aM vater taale *&;h vd-ght off act
Uts opeurstioas. Amy dewatteriqg oparatione sb .'-. be at Vn a rpense of the
contractor-,
During the prttress of time voxic, the contractor shall keep the prods"
occupied by him in a nest sad clean coadilUou and free f Nm ,aas:gbtly ac-"um-lsttan
of rubbiair. Capone caVlstiomx of the voft wd bafa-re :he fLml esttimte is aubai,t:ted,
the co utractor shall at his terra eon-ims a satiatoc +drily dispoale of all olamx,
boil4ltgs, rubbi.9b, unus*d nat>rsrial, concrate Pores and othayr equipment s&4 PAtArijal
belonging to his or used under his direction euring awnstruoct4on, mead is the evmt
of his folluxea to 4o so. the same easy b# rmoved a-W 4isposed �-nf h y th o oar at
stbo wqmmw of t 1mi c+-n t trac tor.
1
11
r
.
0
• rwur�wsw
11.01 Tramh Uckfils
All trenches shell. be beickfilled after, pipe, fitting* and appurt=&ucrs have
been iastalled. Whenever a ,:elati.ve coapa tion requirement value is spocified
hYarafrz, the opUmn moisture content and relative douRity shall be dcteneinod in
accorciame with the St&te of: Cnlifora{a, Divisi*n of Higbwaysp Test too.
Calif or:Lis 216.
All mood and waste material ab.all be reeved f -.`cxn e=avation preparatory to
bae;k.f#.1l.ing. brackfill, naterial shall. be kpproved La all e"ees by the Engineer
4 rnd shall be free of trash, wood, large hock, or other obj eetxcnable debris.
` 3ac.cfill.i:eg shall include the refill.iag and cmVacting of the fill in trenches or
excavat"inus up to ; I,e LutrdTradct of the atreet or to the existing grouted surface.
11.02 t'rocedure at ii o,Zone
..w..+�.._.�..... _..r_....� _...
Selects'! brickfci.l.l material consiat-4ig of loose earth or st+nd free from
stc-iea, clods, or other deleterious tJatetial shall be placed in tb--� tttench
s3rr 7'c,-Nneously on each side of the pipe: for the full Adth of the tressed, in
layers of about six inches in dspth. Each layer shall he thoroughly compacted to
a rrr laiva density of vighty-five percent by tanpiug or, where the teawrial is
staff icl.c.ntlry granular in rat:urc as &,pproved by the ongineer, by water set Mtling.
Parti.r.ulits, ai t nit~iou in to bc: given to the undors+de of the pipe and fittitgs bn
provide a fins tw.ddiug,, support alemg t Le full length of the pipes gaze sbell bye+
e:xar iced in barkfillitt to avoid damage to the pipe.. The "pipe statue" shall be
couni.dered to e%tend 'rc,lve: inches abo•,,e the top of the outside dimetetr of the
pl.r,2 hell,
i 1.1.03 Procedure above PiRt Zone
The remaining pert:i•on of the trench to within two and one I.wlf fit of t
rcwdway surface or ground su facet au the case: may beg shall be b!a'ckUllee+dp
rowupacted and/or consoli.datec by- Approved methods to obtain a ;teletive donsit'" of
flighty five percent, hackfilling shall ba dcma with good, rnund earths sand or
grnvela and no oil cake, bituminous povment:, +cv=rete, rw.k or other lumpy taatlerri-
r ahell. ba used 3n the bockfi,ll.p unl.c3x these materials are scattered and do r..,t
c;v eed a S.x. inches iu any dimnsioup acid are not placed within one foot of tbm
two (said one half foot ).3mf t, hateri.al of a per sbablep spongy or otherwisa improper
anture slifil,l. not. be used {L backfilli.ng. resit no •material greatty than four txhos
In any 41,mensicn small 1,-e placed within aloe foot of any pipe, manhole or strur,teim
P�rgcsdura at Street Zone
w i. +..• �w+v.1+•..awrrwwsln rrwVa.wr+awrtrrw�•+wwww+wws�r
The top two and one hsc y f fat t o ac t:r. swath with -in road bead a zees ahi i l be
c;�*c:�,►reu"Ied in horigontal, levare �wt exctedittp eight iuc:tues iet thir°.ksr+ess, c+ttiao
sf arwed tom, pswi m atic or as*c chanical type twxpers to obtain a roUtive dmaf ty
of nizetry percent. Flooding aed jetting will not be a4ss:mit:ted in this upper
tw and terns half i.att.
Prem existing, vrtrvet I;TB(rc: ;W*o two amd out her f feast below strcat gtra4eq t h'u
wt~eerial fox bac:kli•l.l ::gay coutoxin stt*Aa T&M9t% in vises sip to tea in+chns in
di,s=ter its qua'nti.ty trot fhK4#e4io& atweQly tae;rtant of Lbws rvolwas whare ,said couzse
milteeriala are cell dfett:tribut ed throughout !.:Yee f oar. tr,*terisl amJ the SrAct,fie d
vvToction can bit obtairwd,
ft 5 w1
i
1
u•,;�':: Y . 4' ;. .r'ri., :• ",J' A . ' •:Ir ,rr, !. � '�1 r 11� ��'
?� i r � t, 4r.•f , IrJ":v'�'" ��'. .,. ,Fs' � n: �r . a,,, , • '�.•�'!"'d.r ••r Y ,,�� '�� !'' i•+d,�•, !��i)S33:'t', ''J'}y 'd?'fir`
r r 1 1 . �" �� : i la . ' ^I , � 1vJ !• a v . r ' d '.,i !, '1 .'a'.: � . ' S , f' 1 v „�
I � .r.: 1.• ;d,. p�' •L #J,��'al�,l off. 1M t N. c• •.�., !.-�1n{,,'r' AA.r"ii •r.'1 r•, rv' !' °,�{! ':�.',jr ,' ,gTp i,�'• w•• r•�(�. ^'r`f.Pj� �%.; . �{ry �y^+�',{'��Y X�'�'�,�e/N)j1 '1, .!" Ar!•1 I� r! .'�, v.' �e-, j .I r, 1a ,J�� �1:; e,.��d+ I�.• /� #, ..Y r .. f. !` ''r. ',�•' �' 4•fh;' ..�1 .t'~. ''� ' 3�,'h..4 '.
� .Y•, P'iii1:; 4i7r� 'r �f.' ,W �� ! ; ! ��° S �' ppV � •} . ' d ''r : +n� ' er :lM, 4 :I .. �
+. rr.�' • ,!. 1 'f• .•.4 1.'i •''�. ;{ r ''J''�r'r .',^' ' 1}' I, h •' ,1••i,h ;r 4lr,1 • r � :•V'.: t'•�' !d, f'+' t ' •� .4.,. p ,(A
","L ,i' ..P. � M'P, r �M"�i+r d.rH . .q; .. I 1 � •'>d:i,' F; •}1r.r ,,! h �• ^ �'� � 4: Lif,� � � �,'. !: �'�'� 4� F. uY 'jf�j; �,r �:.:yf.,., l,,� 1 . .F ..�
rv: �!. •, 'ry .,1 6r,yj. •.'r:•. `4 q, .l,.I tli I. W� ,v' ;I r"�� �� •.a.+�: y`• I ,n p 'ir " %:f4'• '•e�3' �v v P .�r' "W' ,�1 };'R�';'' v'J'rr•+,
'h ' !� T''1.' ^.I �'.ir. ,.+.,xr "1.,r4,•',' +rr �IK '.�d.,..Y.,r1•. 4fi' !!" vi','r' '1., i, ,'(N" „{{�;V 'i !•!, n'M 4 I, r ry,',�•r^ I, '��' �nM"1^j.r wr'G.Y.. .9,d
I' k �.,(��r rain: rf}.',(1,'' 9, :P.:,{ i�' 6.•.i�'/�i, 4 /, �� (.} �r�'��,�:gin �v)ry,I I!,. �r.'1�!^, +,r�f (�,Y•/j�41..'' f {,: !"r ) 1,. "� �{ ��`{
�iR'. {,,1 d�. �.'F• rx N r 4 i' Y• " 1 +1 Hf ^I ,'i,!'; ,' •.:�Y.� ,. /'. f•,: ,�i(' ^�''• !�+: A" J.�:',l(� i.r'. (j 1 f n41,,M' .
1
1
11.05 Uz-osa Excavat*d Material,
`C * contractor shall m&ko the necessary arrangee►unts fore and shall ranrrwee
and dispose of all excess excavated mattrUl. All costs for the dispoval of
Guess or wastes material shall bm borne by the contractor.
No excavated mel-erial shall be deposited an private propeerty raless written
" mission from the ow wr Oi ereof is secured by the contractor*
11.06 Ts iorterd afill Matarial
—
Wt ommeer the e=•avatsd material is not suitable for backi'il,l, the ccmnraetor
shall arrange for and furnish suitable imported backfill matertal, which is
capable of attaining the required relative density at his own wTemse. He
shall dispose of the excess trench excavation as specified in the preceding
s e ti on. The backf i l l i ng with imported w taxi o l anal i be done in a ca rdemrc+e
with the methods described hear*iu.
1�..0_Final Clsau-vim
After backfi ll has been completed, tha right of way shall be dross*d smooth
zind left la % nett and presentable condition to the satisfaction of the
Ifi+�rwr�T..
12.01 Pipe sad Fi tt,„
r Y ern .ri.r.�wrrri.n
tms
The force main, beads, allsq tees, and other special fittfags nec►'esa'.y for
the installation of the force again shall be reinforced plastic mo ar prtssuree
pipe which to -informs to Section 1.2.02 herein.
Installation shall be in atcrict accordance with the tteccaanee*Astion of the
n mufacturat of t h* particular mhke of pipe useed. Care shall be used in tine
grading in order th ott the barrel of the pips will bear cc its entire lengt►hp
except whale axe: ava ti on is made for the coupling. Where t>re depth i s not *bum
arte t2mt pleevs, the pipe shall have a minimum cover of thirty-'s .x iMbres. la
soma nlae:ees it will be -AeGcessary to install the pipe lowers than the minimmm
cover its order to maim sin the Cover and to avoid intarferer4e with other
utilities. No addittianal payt to the +ccetracttor will be made for this extra
depth. FSpo shall be laid in such a man=r astto avoid admits or sags which
could create sir pockets. The pipe shall be graded up ito lrutirt length ft=
the inlet to the outlet,
12102 force Hain Materials
12.02 (1.) The strucLurer• of the pipe shalt be a composite congisting of a
resin Mader, an aggregate filJl4r anal fiberglass reinforceasran t.
12.01 (2) Resin - The res,'.n shall be a catalysed lsopbthalsc polyostter
rears.
12.02 (3) Aggregate - Tht aggregate shall be a silictous ser d eoefe+rming to
the requirements of the tur-rent opeecifi4otions for e:ei a reto eeggvagstte (AM
DIsigmUm C95) emept that t'a reequiramerato for dvadstito% shall not apply.
r•4�i��' + •.7,' ,Y• � 'I�y4 'I t. rf�,��. tin �• '�` h i•v+x� Y .r,,4 _.
;'n�I�ri�1�'p•' • �''?'a` +'+'' ,�f% y,� r� f:! F � r.�k• � +•� �r�r.e,r�. y... .�S �Ef�r,�j�V
v �•',�.�`��r'h%d'.!•' �Y. �7"•.�,�q;,2'.k ,�+''''6r ,'��',r �tt4� r l !�+ b
' q'• 41�
ti`. '� + r •� y,1.r7;1 � �' ' i,r
+'• Ir Y�• 1 fig. 1 } •.;fir. �.. � d.y� •r ; •0 �F���., I "�� .4A, �
+� ;+ll�j, l �w'ry G•,i, .. +�,.,9'�, ;',r,; ; .fi�1 ��'•�a p {�i
�„ .� r 'ri. � I(.••, �,+,, g I r�..t i,�'. !'., +�°Y �. .� � .��+�.. h ,V'.� R.. x s
i
• I
I
I
I
1.2.02 (4) Fiberg:lass W The fi.uergI.nss reinforcement stiail be a borosilicats
type continuuue glass roving with a polyester crompatiblex finish.
12.02 (5) Gasket - The gasket used to seal the joints of the pipe shell
be is continuous ring of natural -type -rubber, which is extruded or molded with
a round cross-section.
12.03 PhXgical Regir�ements
���� irl���+irlrl{rr�rr.
12*03 (1) Hydrostatic Stromr.,th Each lMth of pipe shall bovil sufficieut
strength to withstand, wi thou t 1 c akage or structural damage, the hydros tar tic
proof pressure specified for the applicable class and si*ra in Table 1 when
tasted in accordance with Section 9.1 (Moisture appearing an the surface of the
specimen in the form of patches or beads adheitag to the surface will not be
considered as Leakage.)
TABLE 1
HYOROSTATLC PROOF PRESSUPX
,...�.�................""'"
�
Design
crating
reessuree
(�i.
Ny rac to tit Prop
Pressure(psi)
O e!teters 8
thru 21 inch
300
Diameters-
thru 48 inch
225
LCIasis
0
ion
0
130
4r
340
0
200
600
45C,
12.03 (2) Joiuts - F.ach length of pipe shall have fotmeed bell and spigot
ends, and whca, joined shall be sealed with a gasket. The spigot shall be soli-
centere eJ wiVain the 'the ll upon proper assembly of the: joint. The gasket #,:sell
uniformly confined within a gasket graova.and enclosed an four sides. In
ti.is canditian the ,gasket shall tact support the weight of the pipes and r1all
function solely as a se3aliug element tinder all normal conditiaoa of setvlca,
including pipe: expansion and contraction and earth seltl=wt.
12.O4 'D1mE:nsions and PormLosible Variati.vns
12.04 (1) laride Xam.ater - Tha everagee inside di.a tear of the pipe my
be lost then the nominal by not more than 1/8 inch, when mresured approximtely
three inches from the egad.
12.04 (7) Lengths - The standard larngth shall be hrenty feet * one inch.
At least ninety pertent of the twtal footage of any one six*, ttxcludLng special
order short lengths$ shall, bo fwmishod in st lord lanthse
12.04 (3) 'wall Thickness - T1w n=1nal moll thickmas shall be as indicated
in Table x. The minimtme mall thickness shall not be lease than of the Mrlaal
Mall thickoess abona In Ta'pxa 2, irvept that inolat+ed swell &ram# (1 Loch dia{-
wxt+ex or losa) m y ;-A W% of thG wMnsl. 1 errdl"s of tra provisiama of thAs
paragrapho the hydrostatic ptvof pronsurs spwiflred la Table 1 shall be mete
y7u
i
TASLE 2
WMINAL WILL 711ICKNE6fi
:'l.su
Inal�,es
9'hiekt�ea,e
Inches
Otis
10
12
0„ i8
1415
20
.Oj......,.,...
16
...,.. 21..,._..__
18
a-- U�:,24
24
0124
0324 '
27
0. r 5
30d�.�.0�.....�
t5
36 ...
q -an�u
MIL
O.A5
I
I
I!
i
I
2.05 WOLXMMHIP, YVI CSH AND �
i
12*03 (1) The InaL-Se surfs a of each pipe shall bs free c.f bulg*m, dentat
ridges or other defect& that raeult in ■ variation of diaeeter of more Jum ague- A
aright inch from that obtained on adjacen4. unaffected portion. of the surface.
12.05 (2) Joint sealing surfaces *hall be f+srae of dents and &mj" that
will affoct the integricy of ch& Joints.
was
gal 111m,
. I
j
r
,.:�..,
����•a'��]ll�:r.,:l�YWiiri�lfae.tY�i.kUYYr.�i�i�.SYNi.ka'�F�rlr-.Y�.i.har.i. .�wsv-._.. .•—_�r�.i rr�r I�W��-"_ _ __.y�ww•� _—•._.a.iw�•r.w. w�
0
4P
0
t
• ` 4
1.2&06 s L ►
12.06 (1) Ueb leatth of pipe shall W. 1— drosta_ically tested in
accordance with Section 12.07 (1)
12L07,jeftft of Test
arrr«r.rw.r.r
12.07 (1) 'flee hydretiast.Aic aetx+mgth shall be 6semnetzat.ed acing the follow
in& bydrostatic proof test procadura. The pipe shall be plAcad in a byuro*
static pressure testing eiachine with gagkots that "it the ends of the plrra
and wart no and loads. The pipe is then filled Frith master, expelling ali air,
and internal vow r pressure is applied at a uniforo rate to the specified test
pressure* This pressure is to be bold for a sufficient: period of tJjw to allow
for inaPaction of the pipe for leakage.
12.08 rtwimtion
12.08 (1) All t*aterial furnished under this apezif estion shall conforn
to the requireaeeeats stetted heraia and shall be subject to the factory i=pwrebtion
1 and tests prescribed in this specifications. When requested by the purchssar,
the manufacturer shall notify the purchaser of the tiara that t1w laxpectiou and
totting will take place to that the purchaser may wimass such tests sand inaprra-
tlaas.
2Poo 9,-- A . .ti
12.09 (1) Failure tc inert one or sort of the requireemts specified In
Bee: tl teas .020 . C 3, .04 or . 0S sha l 1 be cause for rejection, Pipe Bch corAotm
to the requiteareots of Section .02, .030 04 and .05. .
I
Y2.10 (1) When requested by the purchasers a certification shall be emada
the basis of acceptanwa* rds shall caasiat of a copy of Oe manufantu r^erts
test report or a atotemmt by tim sallerr accompanied by a copy of the tc,st
rcoults, that the pipe has been z4opled, ranted ood inspected in ace rrdswe
with t?a provisions of the specification,, Rath certification so furnished shall
bo signed by an authoxisei agent of the saller or mmfseturere .
124. 11 Pa► :kaari wr. �farkit sad Sl►ls►aii
1..2..i.,.r.Kr7�rea.
12.11 (1) la ch length of pipe shall be sarkeAd by the Manufacturer with
tre4o nsnme cad twr►.t"I site.
12.11 (2) pupa shall W. l,rapared for comeaarcial ahlpowt aaa a-Y to +aw re
mmep tactics! by or o thar car. care.
1;3 11 &MITE
Pip* say be repairs. if etiecessa ryg barquars of occasional fectiep In
manufacture or accident tl lujuxp duarLug han41i4 at►d will be ae aaptable it, �
to the opluics of. hee pvzchaarer, tlea repairs are mmW crud proptrl.y flak& A
sad the v aix,@4 piper Kmforsa to the requirements aar t'r:is epeeifiotatdeQ.
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12.13 Thrust D3ac.
�
Concrete t:_ruat blocks shall be installed at any change in 4iraettion, or
as dirboted by the' Eftilnser. TM cost of too thvuat biocks shall be included
in the price bid for the force coda.
12 14 Tee its
The pipeline shall be subject*d to a bydrostatic pressure test of 130
pounde, per square inch at the law pt`i.14t of the line for c period of four hours
before backfillitrg from one foot above the top of the pipe to ground surface.
y
The water mcessary to maintain this pressure shall be measured through a
meter at other meanie aatisfactorry to the anginier. The leakage shall be eomiw
dared as the amount of Crater enteriag the pipe during the tea tv less the
measured ltrakaga through val•vas and bulkbaads. i eat.sga shall not exccad trews
rate of fifty &allow per Inch of diameter per taraaaty-bfour houra par mi.la of,
pipe. Any noticeable leaks stall be stopped* aiR11-any defective pipe shall he
repaired or replaced with now fractions,
The leugth of pips cast into solid stLvctures (luclufAing mouboles) mall
not excuse, three feet in longue. In lieu of this a coupling rvy be !cast into
the vall of the structure. Cutting of pipe other then at wanhales will +:�t
be permitted.
SAMON 13. BLBMICAL WOK
13*01 Segos of Work
Electrical Mork includes =Urials, equipment, labor, tools, transportd9e3oq,;
sttv`ices and supsrvis.'.on necesstery to provide liar indicated installation. The
work shall include, but not nec-assaryitlyr %* limited to, furnish and installing
the Irmw dtserihad beloa3
All cl*ctric.sl work and sulated act.ivitles are described on the plane,
draviogre, and sp*cif ica t`laeas.
Setting and other installation of all elictelc iw rrKneary and other appara-
tus, eaacapt as a sy be otherwise sWifited it Umi plane, draving• vW
specif irtae tions.
Cutting any: patching of structures and owl' osarra.
�' I3.QI_ Itttee�et
It Is the lutemtieea of this specification and «&tco ayi*g plorm aced
drawings that all Un olrctri+cal apparatus and materials be eomgpleta aed in
propev oporatius condition st the time that job is requirwad to be ea,pl.+tzQd,
unless specifically Moutiouad Othmndpse
The rraNk of opert clan of the equiptant is osoentia.11y doearibod in the
planer drawings teed "Ifiestlevat 'r'ba cdatrraster "lot apprMl of the
sragifter may oh"" the 41revitrry, V" of lasrhIftntatioa, OW type of IMMtuol
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squipmnt, provided the function of the eicauttry and instrvsdaataution be
essentially unchanged. It is the intent of this specifteaUca and owampavying
plans and erevil.ngs that tic functions and resoles whiaxh they define be pmov lded
by the c!rc%iits, instrumentation, and control equipmmt: which are proposed and
installed by the contrsctor.
13.03 Code*,&udards azgal Regu1_at tons
All r,on3truction and equipment shall confoxm to the latest editions of
the City Electrical Code and the Xlectrical Safety Orders of the Divisions of
Industrial Safety of the Stake of California. In addition, t:bettever servias
aiA metering egoApmNent and eftlassures shall conform to the requiramts of
the electr#cal pogeer suplilier. Where the plans or specifLcatims call for hig1wr
quality or standards than requ,.rod by the abcmm codes, standards and regulatLonae,
the plans and specifications shall prevail.
11,04 - -Paremits and &Rli atiogs for Catistruction and Utilities
;r The contractor shell obtain at heir own expense all gerwits and arpplic&-
tions as required for Ms aperatiou. )�ppli.catSou for p4rmawmt p aer service
shall be made by the applicable City a &ve.-cy. The contractor shall pay all cost,4
which may be charged by the pew er servir•e company.
The co-utractor shall furnish to the e:agineer for approval shop drawings
wings
for all fabricated equipment in atcordaace with section 3 of the specifiestions.
No changes to or deviations from the plans or spacificatians shall bo a&&
Vi.thout prioz approval of the engineer, in aecor4w.e with Swti.on S of the
Specif ic•a Lions.
1.,3,06 Electrical.. 51wee
The electrical service will be supplied by Southern California Edison
Cowpany. The service shall be a single mrhetil vysts4 as lollanf
Power Services 480evolt:, 3-phase, 3-via*, fad -cycle, A.Cf
The contractor shell naalAfy the applicab.tg�:�ncy 'three weeks lrior to the
time at %M11ch power supply in required for Ulm pmq,ing ,station.
13.01 Cc mutt
The •A ;teal location of conduit. and conduit t;ersinals shall be detaemin*d
In the fiold.
,&xl conduit unless apwaciflcally called sleet shall be mmv rigid iron pip*
of standard make and shall be galvanised with a lacquer or -varnish on Insida
and outside surfaces after thras4Ltrg. No running Lhreads will be allomd.
Irickson type cmWILngei away be used above grouted idu a vsquilr*4 by constructiou
li tat ague and alhsll be reather proof.
All Napo*ed conduit shall be installed straight an 4 trio with rnforeace to
adjacent construct:iou wW shall be supportud with one hrolea #almtii66d9 cast
malleable amw duct straps lad suitable eVao�ion anchors shall be installed as
required.
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All conduit shall be deliv+e:ad and maintaimd until vm4 t, .Yswea saga
wive is drum into the road Lta, all bar," herd comkite shall be 4Lm&W of
obstructions and d�btis. my amoioture contrized in the er=*A t aysteim Shall
b-x blown out.
All conduit anteriag outlet boxes, pull•boms or terminal cabla4to shall
be socuirud In place by man* of two lockouts and oni bashing oa the +rid of the
conduit, On all 480-vul t circuits, me insulating bushiag shall ba ocsmd
cmr em.-y conduit end.
The minimm inside radius of a accuuit Send *boll be six coa<auiuit diasslayrst
All fl.Wagg klbeds will be r* j� , t dam. The use of "" i ►rd factory as�ai t
a s n r u t non* porani tted mly in locations idmre concrete wall*
or vlobe will not pondt the use of long reedlUs bends.
All conduit passing through the structure walled, calling o t floor slab
shall be installed with wall fittiagai, hall fittings shall be cast in the
struetaure or grouted in place with an expanding type g> imt, such as 3mberree*
All conduit ends shall be remed smooth after cutting mad before threadiag*
All com&it joints shall be eaeekde up ;tea and liquid tight* The coeeduit tbrrad
shall bps thoroughly filled with red load before soaring Into couplings,
unions or fittings.
13.0$ Coendulats, Boxes and Coudaui.t Fittiass
All cond;%Jots, conduit fittinpgs$ pull boxes, juaaction bm"t outlet bommP
etc., shall be Calvaaiceed and shall be provided with suitable galvanised ommis
vheK:re applicable. :n addition, all outside brat and condulat *over# absll be
sailed with a wather pro Ping gook -at,
All fittings and boxes shall be approved by the Undermitars Laborstoriee+
Inc.
Each boot shall be plu *d and securely fastened to the adjaemt stxtretesm
it-Aspenndently of the commit.
113 . �9► Cgl& torn
c rrww.. i.
All, 640•vait vi,ro installed undsr these specifieotioa* ahall be of a
standard ease my shall bear the Underwriters Label, &W shall be apptvw*d by the
Local Codes before the some is Installed. mixes Installed Vndftgrelimd at in
conerc•te slabs adjacent to "rth shalt be National Electric Code Typo TV.
Cooductor sites *hall cackAst of AM sixes Ls Pbmn on the plans* All viri.ng
shall utilise idmtified nautralt where applicable.
All wirers and cables shall be idamatified at points of splicing and tarx mo
Uou with approve d marking tsper riots. and/or letters.
Coedu%tors shall be continuous frm outlet to outlet, and no splicer shall
be and* eexW t within an outlet box or junction box, an s l tcbbosrd or panel
board ;utters.
Any lubricant used to aid pulling of conductors shall be PLaWcally inert,
end shall mi-it tha Tecaimendations of Pre aeeamUcturrerre of the r*Wmtoyr,,
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Splices shall be mechanically strong, electrically perfect, so that time
complete joi• '. €hall be at, least equal to the original conductor# and gall be
painted with "5kotchkaoter". All airing shall be installed so that, when
' completed, the sybtem shall be free from short circuits and grounds. The
contractor shall conduct a meggetr test: of each circuit in the pr&sence of the
Inspector before the circuit; is energised. The insulation •sud resistance shall
be in conf'ortai ty with Ch.. City and Cou,ty► Ilec trLeal Code.
All lugs vaquired or. 6 AMC and larger +tires and cables shall be solderless
connec tor$ of p"er also for the receiving condoc tor.
13s 1�,. 0 .,Ornuaftna
All conduit *yet -=a, switchboards, paeel boards, bull boxes, matov* frames,
ate., shall be permanently and effectually grounded to a water systgn by moms
of approved ground clamps or approved equal In accordawe vith tho Califora"
Electrical Safety orders. Where m-t:aliic c•oaduit:r do not tevninate in pull
holes ur other metal onclGaures, the ends of the conduit shall he boadsd too
gether vit:h a mechanical bond and grounded.
V3s 11 Lijghtigg FlxWres
wwwrwM�
a All lighting fixtere:s shall be supplied, located and installed and of the
type specified an the places. All fixtures shall be supplied with lamps ;mless
otherwise specified Ln the plans at spetificatims.
13s 12 Panel Hoard
The panel board rhail be designed for service as definod in there
sp«citications.
The contractor shall suborn for approval, shop drawings of all electrical
panels showing all dimmsions, a complete layout of all electrical eVApsrtnt
as dw m on the plans, a complete wiring disgrmme, awteerial list and trmrplatre
list. All wiring In the panel board shall be tmrat:ly forseed and fastened with
clips and/or lacinae Standard type stranded wiring will be *"table proAded
that the minimum vivo pica ie d12 AWC.
Circuit breakers shall be of the thevmal wSmUc ty"t and shall incorp rete
tian overcurrent and inn.tantaneous short circuit protection with moans for
lockia$ then in open position*
Ramep la tars sho 31 be made from black l amina ted, oft ravi 1 - teak Sri t b wlei t o
tottering,
A Photwstat copy of the wiring diagram shams as tle approved s p drmKgg
shall be %.j.ut*d under a trensp-,%,:4.nt: cover as the petrel board.
The PaW board shell be coustrisctcd to conform to the gaaeral arraftomat
show of the plumes Any d*viat ions tbarofrom for reasons of cost saviagd,
cosWtuesa and utilisation of st&mkrd equipwtut shall be yellowed only with
the approval of the a ,,Lneer, rnd auly if su*h dwdstion in w way reftees the
qua1ityl or chssges the operation r", the Installation as deseribe4 I* t1w plain
asW sped flea tions. The p=*1 board shall be delivered to the site eaV l ete
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