HomeMy WebLinkAboutSoccer Complex and Recreational Park
Augusta Richmond GA
DOCUMENT NAME: ~ ~\e.)( ~ffi \( eLVeCr"t\c:fUJ ?J- Y 'h
DOCUMENT TYPE:
YEAR: ~I
BOX NUMBER: C) ~
FILE NUMBER: \ 60<6 Y' :
NUMBER OF PAGES: c9\O
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January 19, 1997
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Soccer Complex
and
Recreation Park
Maddox Road
PREPARED FOR
.Augusta-Richmond County Commission.
Parks and Recreation Department
Augusta, Ga. 30911
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PREPARED BY
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
CONSULTING ENGINEERS
AUGUSTA, GEORGIA
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JLA PrQject No.42.602
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THE AMERICAN INSTITUTE OF ARCHITECTS'
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AlA Document Al11
Performance Bond
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. KNOW All MEN BY THESE PRESENTS: that Blair Construction, Inc.
IHtI' ,nUll Ivll n"... .nd .dd,," 01 ".., ',II, 01 ConllOClotl
PO Box 770, Evans, Georgia 30809
IS Principal, herelnaft'!r called Contractor, and, American Casualty CompanY of Reading,
[H", lI'\ull fvll n,tn, .nd .ctd"" 0' 1'1,1 1111, 01 ~","l..,.l
Pennsylvania, CNA Plaza, Chicago, Ill. 60685
~s Surety, hereinafter called Surety, are held and firmly bound unto Augusta-Richmond County
., . 530 G St t IHt,t ,~.." 'vII n."', .nd tdd'tll 0' Itl.1 "II, 01 0-",
CommIssIon-CouncIl, reene ree
Municipal Building, Augusta, Georgia 30911
IS Obligee, hereinafter called Owner, In the amount of Eig-ht Hundred Fifteen Thousand
and no/1 OOs----------------------------------- Dollars ($ 815,000.00 ),
for the payment where()f Contractor and Surety bind themselves, their heirs, executors, administrators.
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Contractor has by written agreement dated
eM". III'''' Ivll 11Im., Iddrtll IlId d~'(rlp'ioll of proj.cll
Soccer Complex and Recreational Park
'9
, entered into a contract wilh Owner for
In accordanee with Drawings and SpecificatIons prepared by
Associates, PC, PO Box 2103, Augusta, GA
30903
Johnson, Laschober &
CH", ""\"1 full n.m, .nd .dd"u 0' 1'1.1 1111, 01 A'Chdf'CIJ
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wt;tch contract Is .by reference made a part hereof, and is hereinafter referred to as the Contract.
Cis byY;~ ,to ~/--<k I..~esi.dent agent
A'A OOCUMfNT AJ11 . rrRfORMAN([ BOND AND lA8()R ^NO "\AHRI^l PAYMFNl Bnso . AlA ~
HBRUARv 11)"0 [D.' TH[ A"'FIUC"N I/,;STITUTE OF ^RCHIT[CT~. 1- \~., Y A,.j . N W. WA'>HI"\.ll IN 0 C )fX)()t,
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PERFORMANCE BOND
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NOW. 1HrRUORr. THE CONDITION Of THIS OlllCATION is such Ih'l, if Conlractor slHII nromplly and .Idllhlully p~rform
uid Conlrac!. Inen this obligalion shJII be null and void: olh('(w'\(' " ,hJII '('mJ'" ." lull to', \ .d.d .'!I(OI'
The Surety hereby wllves nolice o( .ny illei.tion or
extension 01 lime made by the Owner.
Whenever COnlrAC\Or ah,lI be, ,nd declired by Owner
10 be in delavll under tne Conlract, Ine Owne' .havlng
performed Owner's obligations thereunder, the SU(('ly
m,y promplly remedy Ihe delault, or sh,lI promplly
') Complele Ihe ConlrlCt i" accordance with ilS lerms
llnd condilions, or
2) Obl.in I bid or bida for completin8 the Contract In
accord. nee with Its terms and conditions, and upon de.
termination by Surety 01 lhe lowest responsiblt> blddel.
or, if the Owner elects, vpon delerminalion by Ihe
Owner ,nd the Surety jointly 01 lhe lowest responslblt>
bidder, ,mnge lor a conlr"l belwun such bidder and
Owner, and m.lr.e available IS Work progresses {even
Ihouah Ihere should be a delault or a succession of
Slsned And st',led this
day of
def.ults unde; ilic c6nlr4cl or CClr.llrach 01 (omnl~\I0n
'/I,ng('d unci(', Ih" \.>.I'J~',\Uh\ ,,,1(., .('''1 (\I"d, \1\ pJY Ih~
Cosl of complet,on le\s Ihl' h,\IJn(t' 01 Ihe ,onll.( I pll("('
but nOI eHt>ed,nll, .n,lurl,n!.: IIlhr' lOll, ,Inn UJm,q,:r,
lor \o'lwhl(h Ihr )u,('lv mJ\ hi' If,.I)I\' nr'I,,\/nc1l'/ Ihf' .lmIIU".
\el to"t> "' Ihl;' 1'"1 I','''\:' Jj)h 1..."",1 I 'll' I.'or" 1..IJne ,.
01 (h t ton". (I p" ( C. J' u \ ~ d ." ,,,., /l J ' ., \:' J ~ n ,h _II
me.n Ii'll' 101.11 ,mOunl pJYdhlr by ()wnt',.I" ('O""HIO'
under Ihe Conl,.,1 Jnd Jny ..m~ndme'"'' '''1''('111. 11'\'
Ihe amounl properly p.,d by Owner 10 (O,n""Clor
Any lUll undt'( 11'1,\ bond mU\1 be ,nll"l.Jlt'd ht'IO(E'
Ihe exp"'llon of Iw() (I' ,ed" I,n", Ih(' (j..I(' on whiCh
f,ndl pdymt>nl under Ihr (onl'H I i,llll dup
NO ('1~hl of aCllon IhJl1 _e IIIJl' (I" ,h.. ~""c1
Ihe ule of dny pello" (1' I (\'O"'J""" (1lh"1
Own", r'ldmed h(',(',n '" .hp I,C'." ",(,( ulO"
I(alo'\ or succe\\or\ 01 Ih(' Ownl"
III lJf 10'
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.JOI"T"\If"'\"
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Blair Construction, Inc. ~ ~ ~'
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AlA DOCUM'....T AlII, NUORMANC! 90NO '...NO lABOR AND M"'l(RIAI PAYM(NT 8()Nn '
r(1\W.U^Il~ 'f)~1I lD ' TH( ^M[~ll^N IN~T\lUTl (If ^1l(III1IC I' "\'. N Y "vI. ./ W .."...,,,,....., ".'.
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THE AMERICAN~INSTITUTt.. OF ARCHITECTS
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AlA Document A311
Labor and Material Payment Bond
THIS BOND IS ISSUID SIMULTANEOUSlV WITH PERFORMANCE 80ND IN. fAVOR OF THE
OWNER CONDITIONED ON THE FULL AND F^ITHFUl PERFORMM,CE Of THE CONTRACT
KNOW ALL MEN BY THESE PRESENTS: that Blair Construction, Inc.
(Melt '''\tit 'vII ".m, ,ntJ uJd'r\~ 0' 11'1'/ Illle 01 ContlHIOtl
PO Box~770, Evans, Georgia 30809
II Principal, hereinafter called Principal, and, American Casualty Company of Reading,
IHele In"It 'ull tume' .nd .dd,cu Of le,.1 1I1le 01 S""CIYI
Pennsylvania, CNA Plaza, Chicago, Ill. 60685
, .
is Surety, hereinafter called Surety, are held and firmly bound unto Augusta-Richmond County
Commission-Council, 530 Greene Street (Hflt ,nItti/vii n.mt .nd Iddlfll OlltJtll,.lt 0/ Ownfl)
Municipal Building, Augusta, Georgia 30911
IS Obligee. hereinafter called Own<<!r, (or the use and benefit or claimants i\S hereinbelow defined. in the
amount of. Eight Hundred Fifteen Thousand and no/100s
(HI" III"" . IU'" ,quII 10 .. I.." Oll,.h,ll 01 ,h, conI/HI p,let) Doll a rs ($ 8 1 5 , 000 . 00 ),
for the payment whereof Principal and Surety bind themselves. their heirs. executors. administrators.
Successors and assigns, jointly and severally, (irmly by these presents.
WHEREAS,
Principal has by written agreement dated
(He" 111'"1 full IlIn". Idd"" Ind dtlC"pllon 01 Ploj'Cll
Soccer Complex and Recreational Park
'9
. entered into a contract with Owner for
In Iccordance with Drawings and Specifications prepared by
Associates, PC, PO Box 2103, Augusta, GA
30903
which contract .Is by reference made a part hereof, and is
Johnson, Laschober &
IHr't inlrlllvll n,!mt .nd .dd,tll o,.ir,tl i111. 01 A'ch,lfCll
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hereinafter referred to as the Contract.
AlA DOCUMENT A311 . PERFORMANCE BONO ^ND L^80R AND MAHRIAl P^Y,'v\fNT BOND . A!A i!l
fE8RU^RY 1~~O ED.' THE ^M(RIC^"~ INSTITUl{ Of ,~RCHITECTS, 17)) N Y ^VE., N W. W^SH"'C TON. 0 C 10006
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WARNINQ: UnlloenMcl photocopying vlolat" U.8, copyright 1_ Ind II lubltctto I~II proMCutlon,
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LABOR AND MATERIAL PAYMENT BOND
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NOW, Tli(Uf(lIt(. TH[ C()NDITION 0' THIS 'OBlIC^T10N 'is such thai, i( Piincip:lI sh:lll promptly niI:lk~ p~ymenl 10 all
cl,)imanl\ ,)\ herein,)lter defined, (or all I"bor and m.)leri;d used or rea\onably required for u~e in Ihe pe'rfofmJnGe of Ihe
ConlrH:I, Ihen Ihi\ obligalion sh..II be void; olherwise il shJII remain in lull (orce Jnd eHecI, subjecl. howevc', 10 the (01.
lowin~ condilions: '.,
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At t:or:n:ei-:=: i n ":'-Fact -
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A/4 DOCUMrNT A)11 ' l'r1r(OAM^NCC DON() ^ND '^flOW ^Nt) Io.,^HWIM "^YM(NTR()ND . ^I^ 18l~ ~;;:;:., '" ,.;,2':--
r(UllU^llY 1~]1I (1).. lH! ^M(RIC^N INSTiluH ur ^WCHII(C1S,.17 1\ N.Y. ^V!., N.W, W^St1INCTON, I) C /IU;)(, \.~~>~~.___ __~_,-:A'"
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" ^ c1:1im:lnl Is defined u one having I direct con-
trHI wilh Ihe Principal or wilh a Subcontractor of ,he
Principal fur IJbor, malerial, or bOlh, used or reasonJbly
lequired lor use in the perform:lnce o( lhe ConlrJCl.
labor and malcri~1 beinR conslrued to include Ih~1 pJrt 01
w,)ltr, SH, f)ower, lighl. heat, oil, gasoline. lelC'f)hone
service (,JI renldl o( equir>menr direclly app'.ioble 10 lhe
Conlr.cl.
2, The Jbove n.1mecJ Principal and Surety herehy
JOinlly ,)ncJ severally JKree wi!h Ihe Ownl.'r IhJI eVl:ry
claim,)nl a~ herein defined. who hJS nor been r~ici in
lull belore Ihe expiralion o( " period o( ninl:ly (90)
c1JYs .)II&-r Ihc cJ~lC on which Ihc lasr o( such cl,lim,'''I'~
\Vor~ Or IJbol was done or performed, or mJlt'riJls wrrr
lurnished by such clc\im:lnt, mJY sue on Ihis bond lor
.he u\e o( such cloljm~nl, pro~ecule the suil 10 linJI
iudS'menl lor such sum or ~lIms as mJY be ;uslly due
c1aimanl, and hJve exe(ution rhereon, The Owner slt,)11
nOI be liable lor the payment o( any COSlS or CXrel1\('s
o( :lny such suil.
3. Nn suit or action sh~1I be commenced hereundt.r
by J~y cl:limant:
al Unless c1;lilTlanl, olher lh.ln <me h:lving iI direct
conlrJCI wilh lhe Principal, shall h"ve given wrille"
nOlice 10 ~Ily IwO 01 Ihe lollowing: the I'rincip~l, rhe
Ownrr. or the Surely Jbove n,)med, wilhin ninety (90)
days aller su(h clJ;manl did or performed Ihl.' last o(
Ihe wOlk or Ic\hor. or (urnished Ihe lasl o( the maleriJls
(or 'which Solid claim is m:lde, Haling with subSlanliJI
Signed and $caled this
day or
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accuracy the :lmount claimed Jnd the name o( the puty
10 whom Ihe ma leriJls well;' rllfnilheu, ur (or whom
Ihe work or labor wJS done or ['erformec1 Such notice
shall be serve'd by mc\ilinb Ihe I.lme by Il'g'llered mJil
or cerli(ied mail; pOSlJge rH('J"lJid, in In envelope ad.
dressed 10 lhe Principal, Owne, 01 Su,ely. .11 any place
where an ollice is rebulJlly mJinlJinec! fOl Ihe lIan\.
aClion 01 business, or \erved in ,)ny mJnne, in which
legal process may be served in Ihe Slale ,n which llle
aforesaid proit'cl is loealed, IJve Ih,)1 such lervice need
nOI be mJde by J public oH'Cl'r
b) Atler Ihe expirJlion or nnt' III ye.l' ",llow,ng the
dJle on which Plinclf)al Cl'.11l'clWo,k on I.l,d Con Ira",
it being underslOod, howev('/. i1'JI il Jny 1.""IJllon tm,
budied in thi s bond i I P ,uh ib II ed by ~ l1y 1.1'" con I rollln b
the conSllllClion hereof \(IC" I,mdalinn ~",1" I)e cieemed
10 be ~mencJed so JS 10 be ('1(l/,1' 1(1 Ii'll' m"'''l\um ptriod
u( limit.llion permilleci by IUlh 1.1w
cl Olher IhJn in J It~le C(Jl/'1 01 compele'''1 JUflldiction
in ~nd (or Ihe counly or DlhL'f polili",1 lubd,vi~ion or
Ihe stale in which the ProJect, or any pJrl ,hereof, is
silualed, or in lhe Uniled SI~les Di~llicl Courl (or Ihe'
diwicl in which the Project, 01 Jny pJII 'hereof, is silo
u~led, and not elsewhere,
4. The JmOunl o( Ihi~ hond \hJII bl: '('c!uced by and
10 Ihe exlenl of .ny pJymenl l)/ f'l.lyme"ll mJcle ,n ~ood
(Jilh hereunder, inclu~ive or Ihe pJymell1 Ily Surely of
mechJnics' liens which mJy be liled of r('cord againSl
said improvemenl, whelher or not claim for Ii'll' amounl
o( such lien be presenled under and ag~in~1 Ihis bond.
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Blair Construction, Inc. _,.\',- ~,,' ,,'
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American
Reading '.
Casualty Company
Pennsylvania
(SUII'I'!)
of
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. American Casualty Company
of Reading, Pennsylvania
c,wNA
For AU the Commitments You Mak~
Offices/Chicago, illinois .
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY.IN.FACT
Know All Men by these Presents, That AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA. a corporation duly organized
and existing under the laws of the Commonwealth of Pennsylvania, and having its principal office in the City of Chicago. and State
of Illinois, does hereby make, constitute and appoint James 0, Thaxton, Theodore J. Marek,
Robert A. Johnson, Buck Leigh, Individually
of Columbia, South Carol ina
its true and lawful Attorney-in.Fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertakings
and other obligatory instruments of similar nature
- ln Unl im1ted Amounts -
and to bind AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA thereby as fully and to the same extent as if such instruments
were signed by the duly authorized officers of AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA and all the acts of said
Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of
Directors of the Company,
. "Article VI-Execution of Obligations and Appointment of Attorney.in.Fact
Section 2. Appointment of Attorney.in.fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group
Vice President may, from time to time, appoint by written certificates attorneys.in.fact to act in behalf of the Company in the execution
of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys.in.fact, subject to the
limitations set forth in their respective certificates of authority shall have full power to bind the Company by their signature and execution
of any such instruments and to attach the seal of the Company. thereto. The President or any Executive, Senior or Group Vice President
may at any time revoke all power and authority previously given to any attorney.in-fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By-Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power
so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to whiCh
it is attached, continue to be valid and binding on the Company."
In Witness Whereof, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA has caused these presents 10 be signed by
its Group Vice President and its corporate seal to be hereto affixed this Z9fn day of ,'Novemoer , 19 ~ .
AMERICAN CASUAL COMP NY OF EADING, PENNSYLVANIA
~~~~
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State of Illinois } ss
County of Cook
Group Vice President.
On this 29th day of November . 19~, before me personally came
M,C. Vonnahme, to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Oarien, State of Illinois;
that he is a Group Vice President of AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, the corporation described in and
which executed the above instrument; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate
seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto
pursuant to like authority, and acknowledges same to be the act and deed of said corporation.
My
CERTIFICATE
I, John M. Littler. Assistant Secretary of AMERICAN CASUALTY COMPANY OF READING PENNSYLVANIA, do certif at e Power of
Attorney herein above set forth is still in force, and further certify that Section 2 of the Article VI of the By-Laws of the Co pany and the
Resolution of the Board of Directors, set forth in said Power of Attorney are still in force. In testimony whereof I have hereunto subscribe.:
my name and affixed the seal of the said Company this day of .19 _'
8-23142-0
-=: '....
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON'THE CERTIFICATE'
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
PRODUCER
SUTTER McLELLAN & GILBREATH
3861 Holcomb Bridge Road
P. O.Bol: 921488
Norcross
GA 30092
COMPANY
A
Transcontinental Ins. Co.
INSURED
Blair Construction Inc
.P. O. BOl( 770
COMPANY
B
Ellans
GA 30809
COMPANY
C
COMPANY
D
COVe#AGES:'::'.:::.:;"",:,::::,,;,:,:,,:,;,;,:,;,;)::)i:(:':i':i::::::m::f::f::::mm:mf::m::::'ffff::::::::::::::::::::::::m;:;:;:,;:;:::;:,:::;::::::;;::::;:::;:::::;:;:::,\:::\,:::::::::;:;:;::::::':::::::::::::::::':::/\:,:':'::.::':.::::\:r:,/::\::(:::;:;:;:;::::",}:,/},::,:::{;::;;:;::::::::::.::;:::::':':':"::';:::.:>:':::'::::/,+:::.:;:,:',..::::::::::::;,;,}::;:,::::'?::(..
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING AN,Y REQUI.REMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 'IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .
CO TYPE OF INSURANCE POLICY NUMBER
Lm
A ~ERAL LIABILITY. CO .1035739868
]{ COMMERCiAl GENERAL LIABILITY
:i:.... j CLAIMS MADE o OCCUR
- OWNER'S & CONl:RACTOR'S PROT
~OMOBILE L1ABILIlY
_ ANY AUTO
_ ALL OWNED AUTOS
_ SCHEDULED AUTOS
_ HIRED AUT.OS
_ NON.OWNED AUTOS
~AGE LIABILITY
ANY AUTO
--
EXCESS LIABILITY
~r~MBRELLA FORM .
OTIiER TIiAN UMBRELLA FORM
WORKERS COMPENSATION AND
EMPLOYERS' L1ABILlTY-
TIiE PROPRIETOR! RINCL
PARTNERS.qECUTIVE
OFFICERS ARE: EXCL ,
OTIiER
A Leased &/or Rented Equip C01035739868
$75,000. per item
$150,000. max - $1000 ded .
DESCRIPTION OF OPERAnONStlOCATlONSNEHICLESISPECIAlHEMS
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM/DD/YV) DATE (MM/ODffY)
LIMITS
12/31/96
12/31/97 GENERAL AGGREGATE $
PRODUCTS COMPIOP AGG $
PERSONAL & ADV INJURY $
EACH OCCURRENCE $
FIRE DAMAGE (Any ona nra) S
MED EXP (Any ona person) $
2,000,000
1,000,000
1,000,000
1 ,,000,000
50,000
5,000
COMBINED SINGLE LIMIT
.
BODILY INJURY
(Par ,person)
$
BODILY INJURY
(Par aee/danl)
.
.
'PROPERTY DAMAGE $
AUTO ONLY EA ACCIDENT S ,
OTIiER THAN AUTO ONLY: \:;.'
.
S
S
EACH OCCURRENCE S
AGGREGATE S
$
I T'f!,~VS,~~-m~ I 1'1,~-I::'.. ...::.,:. ..;
EL EACH ACCIDENT S
EL DISEASE - POLICY LIMIT $
EL DISEASE EA EMPLOYEE $
12/31/96
12/31/97:
::cgfifiF16AJliIHbt6gfi?::::::::::::?::::::::::::::':::::::::::::::::::::::::::::::::::::::::::::::::::??////:::::j:::::::::::::::::j:::::::::::::::j:::j:?/:i?/:/:j{{{:/:{/:j'CAijc~ttA1ibN::::::::::::?::j:j:j:j:j:j:)::r::::m:):/:::r:::::::j:):/):})::r::ml::j:::):):)m/m:::::::::}::}::::::::::::::::):):::}):}//}/}}}:::::::::::::::::::::::::;:}
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TIiE
Augusta
GA
30906
EXPIRATION DATE ~EREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
30 DAYS WRlmN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TIiE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO. OBLIGATION OR"L1ABILlTY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AU1l-IORlZEO REPRESENTATIVE
Marte. C. Jaynes, CSP
...0;~{(H:~~ .j~r~
Richmond County License & Inspection Dept.
P.O. BOl( 6399
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January 19,1997
Soccer Complex
and
Recreation Park
Maddox Road
PREPARED FOR
Augusta-~chmond County Commission
Parks arid Recreation Department
Augusta, Ga. 30911
PREPARED BY
JOHNSON, LA SCHOBER & ASSOCIATES, P.C.
CONSULTING ENGINEERS
AUGUSTA,- GEORGIA
JLA PrQject No.42.602
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Soccer'Com~
and
Recreation Park'
Maddox Road
Augusta-Richmond County
Title
Index to Specifications
Invitation To Bid
Bid Form
Instruction To Bidders
General Conditions
Supplementary General Conditions
Standard Form of Agreement
Notice fo Award
'Notice to Proceed
Application for Payment
Change Order .
Certificate of Substantial Completion ,
Division
Division 1
01010
01027
01030
01050
01200
01300
01400
01700
Title
GENERAL REOUIREMENTS
summary of Work
Applications for Payment
Alternates
Field Engineering
Project Meetings
Submittals
Quality Control
Project Closeout
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Division 2
SITEWORK
02110
02200
02510
02511
02520
02700
02810
02831
02900
, Site Clearing
Earthwork
Water Distribution
Hot-Mix Asphalt Paving
Portland Cement Concrete Paving
Storm Drainage
Irrigation Systems "
Chain Link Fences and Gates
Landscaping
., '
Dvision 16
ELECTRICAL
16050
16120
'16130
16195
16452
16470
16525'
16670
. ' Basic Electrical Materials and Methods .
. .~'"' Conducto~s' and Cables
Raceways and Boxes
Electrical Identification
.. Grounding
" . Panelboards
. . " . . E?cterior Lighting
, Lightning Protection
Index to Drawin2s
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" ::"":,\'" Drawing Nii~b'er;.;_:c,~."'~~'; L'"'Drawing Title.
I' :',.' ',,:,'. y . ",....,,' .'.' ," .,..' .' .
" , . <:S.1 ..., . ," . ',' Cover Sheet
CO.1 Boundary & Topographic Survey
C 1.1 , Layout Plan & Utility Plan
C 1.2 Grading Limits Plan
Cl.3 Grading & Drainage Plan
C2.1 Miscellaneous Profiles
C3.1 Soil Erosion & Sediment Control Plan
C3.2 Soil Erosion & Sediment Control Notes & Details
C4.1 Miscellaneous Details
C4.2 Miscellaneous Details
C4.3 Miscellaneous Details
E 1.1 Field Lighting Site Plan
El.2 Roadway Lighting Site Plan
E2.1 Field Lighting Pole Plans
E2.2 Electrical Details
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Bidding documents may be obtained'at the office of the engineer, Iohnson,.Laschober & Associates, ,'",
P.C., Consulting: Engineers". 1296' Broad,. Street,.,. Augusta".Georgia.:,3090L. Applications" for"
documents,. together: with: a',deposit.of.$5,O. 00" per. set shall be"filed, promptly"with;.the;, engineer~"". .
Bidding material, will be forwarded, .shipping charges. collect, as soon.as"poss!ble. , The full amount '..
I of deposit for one set will be refunded to each general contractor who submit~ a bon, a fide. bid upon. '
, " return of such set in good condition within 30 days after date of opening of bids. All other deposits, ., .
" ,~ ::J..:fj,~.~;;., will be' refunded;,with':deductions'approximating:cost-of:reproduction.of:documents uponrretum1oL::r ;" .' .'
same in good condition within 30 days after date of opening bids. Bid.documents may be viewed at
I the following locations: The Augusta Richmond County Commission Purchasing Department, The..-
.. ..;" ,-x',;. Engineer's ,Office;: Dodge Plan Room;.Augusta, Builder's Exchange ,and:, the: CSRkBusiness League;,. .' ,:
I Office.
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INVITATION TO BID
Bid Item #97-013, Soccer Complex and Recreation Park, Maddox Road - Project No. 42602
Sealed proposals from General Contractors will be received by the Augusta-Richmond County
Commission, Purchasing Department, Room 605, Municipal Building, 530 Greene Street, Augusta,
Ga. 30911, until-3- p.m. legally prevailing time on Februaty 27 r 19-21 for th~ construction of:
Soccer Complex and Recreation Park
Maddox Road
. '
At the time and place noted above the proposals will be publicly opened and r~ad. No extension of
the bidding period will be made.
-, 'I"~'. Contract, ifawarded;,wilLbe on.a lump.sub.basisi,.,No.bid,may~bewithdrawn.for.aperiod of45 days." ;,
after time has been' called ,on the.date:ofopening., Bids must be accompaniedby,a bid.bond and.in.; '.,
an amount not less than ,100.10 ofthe.base,bid:,Botha performance bond and,a'payment..bond,will:.be:....
required in an amount equal to 100% of the contract price. '
The Owner reserves the right to reject any or all bids and to waive technicalities and informalities.
Please mark Bid Item # and Project Name on the outside of the envelope.
GERI A. SAMS, Purchasing Director
Augusta-Richmond County
Consolidated Government
Augusta Chronicle - January 28, February 4, 12,20
Augusta Focus - February 6,20
Metro Courier - February 12, 19
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BID FORM
Date: J:EIU 11.4g,y 2.'~I'997
PROJECT NAME:
Soccer Complex
and
Recreation Park
Maddox Road
TIllS BID IS SUBMIITED TO:
Augusta-Richmond County Commisssion
Purchasing Department, Room 605
Municipal Building
530 Greene Street
Augusta, Ga. 30911
1.
The undersigned BIDDER proposes and agrees, if this Bid is accepted, to eriter into an
agreement with OWNER in the form included in the Contract Documents to perform and
furnish all Work as specified or indicated in the Contract Documents for the Contract Price
~d wjtbin the Contract Time indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
2.
BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and
'. InStiuctions to Bidders, including without limitation those dealing with the disposition of Bid
security. This Bid will remain subject to acceptance for forty-five days after the day of Bid
opening. BIDDER will sign and submit the Agreement with the Bonds and other documents
required by the Bidding Requirements within fifteen days after the date of OWNER'S Notice
of Award.
, ,
In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
a. :B~DDER has examined copies' of ali the Bidding'Documents and of the following
.Addenda. (receipt.of all Which is hereby aclqlO~l~dged};-
Date F'~All..y l~~, 19')?
Number J
b. BIDDER has familiarized itself with the nature and extent of the Contract Documents,
Work, site, locality, and aJllocal conditions and Laws and Regulations that in any
manner may affect cost, progress, performance or furnishing of the Work.
c. BIDDER has obtained and carefully studied (or assumes responsibility for obtaining
and carefully studying) all such examinations~ investigations, explorations,testsand
studies which pertain to the subsurface or physical conditions at th~ site or otherwise
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may affect the cost, progress, performance or furnishing of the Work at the Contract
Price, within the Contract Time and in accOrdance with the other terms and conditions
of the Contract Documents, including specifically the provisions of paragraph 4.2 of
the General Conditions; and no additional examinations, investigations, explorations,
tests, reports or similar information or data are or will be required by BIDDER for
such purposes.
BIDDER has reviewed and checked all information and data shown or indicated on
the Contract Documents with respect to existing Underground Facilities ~t or
contiguous to the site and assumes responsibility for the accurate location of said
Underground Facilities. No additional examinations, investigations, explorations,
tests, reports or similar informat!on or data in respect of said Underground Facilities
are or will be required by BIDDER in order to perform and furnish the WORK at the
Contract Price, within the Contract. Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provisions of
paragraph 4.3 of the General Conditions.
,BIDDER has correlated the results of all such observations, examinations,
investigations, explorations, tests, reports and studies with the terms and conditions
of the Contract. Documents. ~
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BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies
that it has discovered in the Contract Documents and the written resolution thereof
by ENGINEER is acceptable to BIDDER. '
g.
This bid is genuine and not made in the interest of or on behalf of any undisclosed
person, firm or corporation and is not submitted in conformity with any agreement or
rules of any group, association, organization or corporation; BIDDER has not directly
or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
BIDDER has not solicited or induced any'person, firm or corporation to refrain from
bidding; and BIDDER has not sought by collusion to obtain for itself any advantage
over any other Bidder or over OWNER.
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FlLl!\K:\41601V.DMIN\SPl!CS\BID,f1U,I
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4. BIDDER will complete the WORK for the following price(s):
BASE BID
-$8 J~Dnn~OC)
lo,.(!,'-o
Base bid includes a ten thousand dollar ($10,000) allowance for paying Owner Selcted
Testing Agency as required by Supplementary General Conditions.
Add Alternate 1
Add field lighting for FIELD NO.2
Add 4 3.'-'; l o4.on
Alternate No. 1 a
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Add for upgrading field lighting for FIELD NO.2 to a IILight-
Structure Systemll as manufactured by Musco Lighting, telephone
(352) 331-7986. System shall include precast concrete bases, steel
poles, po!etop luminaire assembly using uSportscluster-2u..Iuminaires,
, electrical components enclosure, and wire harness.
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2.. c.,l,.e, .00
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Alternate No.2
Add field lighting for FIELD NO.1
.
Add 4> 44.0..$ I.n~
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Alternate No. 2a
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Add for upgrading field lighting for FIELD NO. 1 to a ULight-
Structure SystemU as manufactured by Musco Lighting, telephone
(352) 331-7986. System shall include precast concrete bases, steel
poles, poletop luminaire assembly using uSportscluster-2u luminaires,
electrical components ~nclosure) and wire harness.
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Alternate No.3
Add field lighting for FIELD NO.4
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Add .f.
3C), "ff40,OO
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Alternate No. 3a
Add for upgrading field lighting for FIELD NO. 4 to a ULight-Structure
."".....".'" System" as manufactured by Musco Lighting, tel,~phonecn~2) 331-7986.
System shall include precast concrete bases, steel poles, .poletop luminaire
FlLI!\K:\41601\ADMIN\SPI!CS\BID.1'RM
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assembly ushtg "Sportsclust~r-2" lumiruures, electrical components enclosure,
and wire harness. .
Alternate No.4
Add field lighting for FIELD NO.5
Alternate No. 4a
Add 4
I {")n~ ~ (;) C
,
Add-f ~gJ ~~.c:o
Add for upgrading field lighting for FIELD NO. 5 to a "Light-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986, '
System shall include precast concrete bases, steel poles, poletop luminaire
assembly using "Sportscluster-2" luminaires, electrical components enclosure,
and' wire harness:' .
" . J\!ternate No.5
, Add field lighting for FIELD NO.3
Alternate No. 5a
Add -4> (. on 0, on
Add,f> LjL) 4!A'?,t:/O
Add for upgrading field lighting for FIELD NO. 3 to a "Light-Structure
Systemll as manufactured by Musco Lighting, telephone (352) 331-7986.
System shall include' precast concrete bases, steel poles, poletop luminaire
assembly using "Sportscluster-2" luminaires, electrical components enclosure,
and wire harness.
.
A~d_.f '.0 I? .I'>n
. .... .
Alternate No.6
Add for upgrading field lighting for FIELDS NO. 6,7 to aULight-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986,
System shall include precast concrete bases, steel poles, poletop luminaire
assembly using "Sportscluster-2" luminaires, electrical components enclosure,
and wire harness.
,Add-/> ~9q.tJO
flLEIK:\41601IADMIMSPI!CSI8ID.FRM
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Alternate No. 7
Add paving to Parking Lots A, B ,and D and delete 1 1/2" of stone base and
concrete header curb.
Add J;
J () DC> f!'), rY')
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Alternate No. 7a
Deduct asphalt paving and concrete header curbs to limit shown on drawings.
Asphalt on ac~el\decellane shall remain.
Deduct t. 2...', 00 a~ O~
Alternate No. 8
Add.treated wood border and 4" of stone screenings for nature/jogging'trail'
in. areas indicated on drawings.
Add--f ..53,400.00
Alternate No.9
Add to installl 1/2" asphalt paved nature/jogging trail on existing prepared
coIrip~cted earth subgrade in areas indicated on drawings.
Add-4 .:37_,000,00
Alternate No. lO
Provide temporary Irrigation water, including all supply lines complete and all
costs of water including the meter and water costs of the serving utility if
water service is notavailaele at Maddox ~oad by Iune 1, 1997.
.
Add
f 1..6 oon. r:>n
,
The Owner may dect to accept any Add Alternate, and incorporate sum as a Change Order.
Contractor shall notify the Owner when the decission of ac'cepting an Add Alternate must be
made for the Contractor to be able to hold the stated "Add Cost" in the above bid form.
However, the decission of Add Alternate No. 10 will notbe made until May 15 unless the
Contractor notifies the Owner that an 'earlier date is required to accpmplish the Scheduled
planting of the soccer fields.
flLE\K:'42602IADMlI/ISPECS\810.FRM
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Unit Price Schedule to ,be used if required by the Engin.eer in- developing Change Order.
1. Sidewalk.... ........... .'.......... ....... ......... ... .................................. ----10.1>;1;., ~C:::;:() /sq. ft.
2. 6" Crush ~ stone compacted in place................................. f ?nD /sq. yd.
3. 6' Chain Link Fence Complete In Place..........................................:..~ I 2-,00 / ft.
4. 4' Chain Link Fence Complete In Place............................................. ~ &./, 1_C, / ft.
5. ' 1 1/2" Type E Asphalt Complete In Place.................................... ~". ~~ /sq. yd.
5.
BIDDER agrees that the Work
will be substantially complete and completed and ready for final payment in accordance with
paragraph 14.13 of the General Conditions on or before July 15, 1997 after notice to ,
proceed and completed and ready for final payment in accordance with paragraph 1~4. 13 of
th~ General Conditions on or before ' August 15 ,19 97 . '
6.
The following documents are attached to and made a condition of,thisBid:
a)} Bid Bond
b)' Bidder's Qualification Statement
7.
Communications concerning this Bid shall be addressed to: WlLUA./-.^-' 2..'~T/Me.1L
The address of BIDDER indicated below.
"J..1.J\.' JZ. c.t)Al ST~ DC_TIOAl," ~ - .
~.D, 'RO'll ??D
€.JIAAJ.c:. r.,.~.L)" r~,A' -~O~9
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8.
The terms used in this Bid which are defined in the General Conditions of the Construction
, ,
Contract included as part of the Contract Documents have the meanings' assigned to them in
the General Conditions.
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. SUBM1.TTED Qn
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flLI!\K;\41601IADMINISPECSlBID,f'RM
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If BIDDER is:
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An Individual
By
(Individual's Name)
doing business as
Business address:
".t",,_ Phone.No.:
A Partnership
By ..
(Individual's Name)
(general partner)
Business address:
'Phone No.:
A Corporation
By
By
(Corporation Seal)
Attest'7IJJ.A A
7n(~ L~
71 (Secretary)
P,n.~)l 7?D '
e:..\lAAlS ('~~I21'.JA. :~o.809
,
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Business address:
Phone No.: '
A Joint Venture .'
By
, .
(Name) . - .
(Address)
(Name)
(Address)
By
(Each joint venturer must sign. -The manner of signing for each individual, partnership and
. . corporation that is a party to the joint venture should be in the manner indicated above).
FlLl!\IC:\416lnIADMIN\SPECSIBID.F1l.N
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---THE AMERICAN INSTITUTE OF ARCH\TECTS
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AlA Document A310
Bid Bond
KNOW All MEN BY THESE PRESENTS, thatwe Blair Construction, Inc.
.HI'I I~UII l\lltl n.m, ,n&J "uO",'" (I' lCloI' 1:I~t ",I (.r,""'(\OI.
PO Box 770, Evans, Georgia 30809
al Principal, hereInafter caUed the Prlnclpal, and American Casualty Company of Rea'ding,
~ (~.,. ,,,,,,, 1,,11 ft."" 'I'\U .dcJf,\\'QI 1,'~.1 '.li" 1')1 \\11"'.
Pennsylvania, CNA Plaza, Chicago, Illinois 60685
a corporation duly organIzed under the laws of the Sta te of Pen n s y lva n i a .
as Surety, hereinafter called the Surety, are held and firmly bound unlO Augusta-Rlchrnond County
commission-Council, 530 Greene Street IH.,. .n"'llull nom. .no .ull'n' u' "'1,1 "'Ie 110 u_n."
,Municipal Building, Augusta, Georgia 30911 ,.
u Obligee, hereInafter called the Obligee, In the sum of Ten percent of amount bld
"ocr'
, Dollars ($ 10% of bid;),
for the payment of whIch sum well and truly to be made. the said Principal and the said Surety, bi~d
ourselves, our heirs, executors, administrators, successors and asslg"~, ioinlly illld ~t:Vl.:I.t1:..,.. film:'" -by
these p'resents.
WHEREAS, the Principal has lubmltted a bid for Soccer ;.~,~~,P,t,~~~o~~~",~;;,~if.,~,~,~"~'?,l},,,,~t~rk,
Maddox Road
,
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NOW, THEREfORE, If the Obligee shall accept the bid of Ihe Principal and Ihe Prlncip.1 sh.1I enler inlO . Contr.cl
wilh Ihe Obligee inlCcordance with lhe terms 01 such bid. and give such bond O' bonds H mdy be \I.ecil..,d oil Ih,: hlddlng
or Conlll" OncumenlS wilh food and suHicienl surely tor Iht liilhful lJellu.m.H,r:c III such CIH"'d<l ~OHI IVI III" Il.umpl
paymenl 01 labor and maleria lurnished in Ihe proseculion Ihetfol. 01 .n Ihe ev,,'" 01 Ihe lidol" ..1 tht I',,"(O/lil lei tnle'
such Conlllcllnd give such bond or bonds. if lhe Principalsh.1I PlY 10 Ihe Oblig~e Ihe diHerence ""I 10 t.(t:l'd rl'l' /ll.nally
hereol belween Ihe Imounl specified in uld bid Ind luch Ilrllet Imounl lu, whoch Ihl: Obloll"" III.)' III IIliull '.oln f..,II1/HI
wllh anolhe' puly 10 p.,lolm Ihe WOlk covered by uid bid. Ihen Ihis ohlogllllln shill be null intJ yuoo. u'h"twl'l: IU ":"'I.n
In full force and .Heel. .' " .
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Pebruary
19 97
Ciay of
, II. - SI8ned and leahtcrthll
27th
. .." .
Blair Construction, Inc.
\ ",'nc1.,I) .
.L.I ':JO~A R il'~f ~A
American Casualty Company of
\Reading, Pennsylvania -
. (Surety) ~
~/'d~~ "
Buck Leigh ti 'CTltlt) Attot~~y-in:Fact
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~A.Aj CWIIIIfIJ)
(Se./)
AlA DOCUMENT A3'O:~:8ID BONO. AlA e. FEBRUARY 1970 (0'" .THE AMERICAN
INSTITUTE Of ARCHITECTS. 17)S N.V. AVE.. N.W., W^S~\II...GlON. O. (. 10001>
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POWER OF ATTORNEY APPOINTING INDIVIDUAL A TIORNEY -IN-FACT
Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an IUinois corporation, NATIONAL FIRE INSURANCE
COMPANY OF HARTFORD, a connecticut corpora6on, 'AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA. a Pennsylvania
corporation (herein collectively called "the CNA Surety CompaniB$"), are duly organized and existing cQrporations having their principal offices in
the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint
James D. Thaxton, Theodore J. Marek, Buck L ':>" , GA Weathersb , Individuall
of Columbia, South Carolina
their true and lawful Attorney(s)-in-Fact with tun power and authority hereby conferred to sign, seal and execute for and on their behalf bonds,
undertakings and other obligatory instrUments of similar nature
_ In Unlimited Amounts -
and to bind them thereby as tully and to the same extent as if such instruments were signed by a duly authorized officer of their Corporations
and all the acts of said AttorneYl pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By-Laws and Resolutions. printed on the reverse hereof, duly
adopted, as indicated, by the BQBI'ds of Directors of the corporations.
In Witness Whereof, the CNA Sureties Companies have caused these presents to be signed by their Group Vice President and
their corporate seals to be hereto affixed on this 21 st day of January . ~.
CONTINENTAL CASUALTY COMPANY
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
~~
M.C. Vonnahme
Group Vice President
State of IUinois. County of Cook, SS:
On this 21 st day of January , .~, before me personally came
M, C. Vonnahme , to me known. who, being by me duly sworn, did depose and say: that he resides in the Village of Darien ,State of lIIinois;
that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he
'!awWS the seals of said corporations; that the seals affixed to the said instrument art! such corporate seals; that they were so affixed pursuant to
authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknoWledges
same to be the act and deed of said corporations.
~S~ 1. P.~
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Co.
.
. , .
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My commissiOn Expir~s- June 5, 2000
. . - Eileen T: Pachuta
Notary Public
CERTIFICATE
I, Robert E. Ayo. Assistant SecretarY of CONTINENTAL CASUALTY COMPANY. NATIONAL FIRE INSURANCE COMPANY OF HARTFO
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the power of Attorney herein above set for
still in force. and further certify that the By-Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof at
in force, In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations
this Z1th day of FebnBrY ' lCH7 . -
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CONTINENTAL CASUALTY COMPANY
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALTY COMPANY OF READING. PENNSYLV
.. .~"" fA--<F' tl
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._._ .~'r" ..
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Assistant Secre
Robert E. Ayo
(Rev.7114J95)
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.,..-- --,J-.:_.'.~:I~V
Authorizing By-Laws and Resolutions
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ADOPTED BY THE BOARD OF DIRECTORS OF CONTiNENTAL CASUALTY COMPANY:
.;~
This Power Of Attorney is made and executed pursuant to and by authority of the following By-Law duiy adopted tiy the Board of Directors
of the Company. ' ,
"ArtIcle IX--Executlon of Documents
Section 3, Appointment of Attomey-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company In the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like .nature. Such attorneys-in-fact, subject
to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President
or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke an power and authority previously
given to any attomey-in-fact.
This Power of Attomey is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President pnd the seal of the Company may
be affixed by facsimile on any pqweIf of attcjr.1ey' granteB pursuant to Se~on 3 of Article IX of the By-La.lrts, and the signature of the
Secretary or an Assistant sea:e\ary and the seal of the Company may be affixed by facsimne to any certificate of any such power and
any power or certificate bearing such facsimOe signature and seal shall be valid and bindIng on the C~ny. Any such power so executed
and sealed and certified by certificate SCl executed and sealed shall, WIth respect to any boOd or undertaking to which It is attached,
continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
This Power of Attorney is made and executed pursuant to and by authority of the following By-law duly adopted by the Board of Directors
of the Company.
"ArtIcle Vl--Executlon of Obligations and Appolnbnerlt of Attomey.fn-Fact
Section 2. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group
Vice President may, from time to time, appoint by written certificates attorneys-in-fact to act In behalf of the Company In the execution of
policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to the limitations
, . set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such
, instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time
, revoke all power and authority previously given to any attorney-In-fact.. . .. .:;.
,',: This Power of Attorney is signed and sealed by facsimile under and by the authority of the following R8soIution adopted by the Board '.,'
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. ,.. , ' ".' :. ,.1 '.
"Resolved, that the signature of the President or any Executive, Senior or Group Vrce President and the sea; of the Company may,
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By-Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any
power or certificate bearing such facsimOe signature and seal shall be valid and binding on the Company. Any such power so executed and
sealed and certified by certificate so executed and sealed shall, with respect to any bond Or undertaking to Which It is attached, continue
to bevalid and binding on the Company." '
ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attomey is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17,1993
by the Board of Directors of the Company,
"RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time
to time, appoint, by written certificates, Attorneys-In-Fact to act in behalf of the Corporation in the execution of policies of insurance, bonds,
undertakings and other obligatory instruments of like nature, Such Attorney-in-Fact, subject to the limitations set forth in their respective
certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach
the seal of the Corporation thereto, The PreSident, an Executive Vice President, any Senior or Group Vrce President or the Board of Directors
may at any time revoke all power and authority previously given to any Attorney-In-Fact..
, This Power of Attomey is signed and sealed by facsimile under and by the authority of the following R~ution adopted by the Board
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"RESOl VEO: That the signature of the President, an Executive Vice President or any Seriior or Group Vice President and the seal of the
Corporation may be affixed by tcicsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on
, February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsh'nile to
any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the
Corporation, Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or
undertaking to which it is attached, continue to be valid, and binding on the Corporition." ..h, ' , ,f/!.,'~J ,,,... .r;"",... .
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D
INSTRUCTIONS TO BIDDERS '.
1. Defined Terms.
Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of
the Construction Contract (No. 1910-8, 1983 ed.) have the meanings assigned to them in the General
Conditions. The term "Bidder" means one who submits a Bid directly to Owner, as distinct from a
sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified,
responsible and responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter
, provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation
to ~id, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all
Addenda issued prior to receipt of Bids).
2.
'Copies of Bidding Documents
2.1
Complete sets of the Bidding Documents in the numher and for the deposit sum stated in the ",
, Advertisement or Iirvitation to Bid may be obtained from Engineer.
2.2
Complete sets of Bidding Documents must be used in preparing Bids; neither Owner nor
Engineer assume any responsibility for errors or misinterpretations resulting from the use of
incomplete sets of Bidding Documents.
2.3
OWner and Engineer in making copies of Bidding Documents available on the above terms
do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant
for any other use. .
3.
Qualifications of Bidders.
To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within
five (5) days,ofOwner's request written evidence, such as financial data, previous experience, present
commitments and other such data as may be called for below (or in the Supplementary Instructions).
Each Bid must contain evidence of Bidder's quaIification to do business in the state where the Project
is located or covenant to obtain such qualification prior to award of the contract. Indicate the GA.
utility contractor's license number for all utility contractors.
4. Examination of Contract Documents and Site.
4.1 It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract
Documents thoroughly, (b) visit the site to become familiar with local conditions that may
affect cost, progress performance or furnishing of the Work, ( c) consider federal, state and
local Laws and Regulations that may affect cost, progress, performance or furnishing of the
Work, (d) study and carefully correlate Bidder's observations with the Contract Documents~
and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents.
, 4.2 Information and data reflected in the Contract Documents with respect to Underground
Facilities at or coiltiguous to the site is based upon information and data fuinlslled' 'to Owner
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and Engineer by owners of such Underground Facilities or others, and Owner does not
assume responsibility for the accuracy or completeness thereof unless it is expressly provided
otherwise'in the Supplementary Conditions.
4.3 Provis~ons concerning responsibilities for the, adequacy of data furnished to prospective
Bidders on subsurface conditions, Underground Facilities and other physical conditions, and
possible changes in the Contract Documents due to differing conditions appear in Paragraphs
4.2 and 4.3 of the General Conditions.
4.4 Before submitting a.Bid each Bidder will be responsible to make or obtain such explorations,
tests and data concerning physical conditions: (surface, subsurface and Underground Facilities)
at or contiguous to the site, or otherwise which may affect cost, progress, performance or
furnishing of the Work and which Bidder deems necessary to determine its Bid for performing
and furnishing the Work in accordance with the time, price and other terms and conditions
of the Contract Documents.
4.5 On request in advance, Owner will provid~each'Bidder,access:.to,the.siteto ,conduct such. "
explorations and tests as each Bidder deems necessary for submission of a Bid;. ~idder. shalL
. fill all holes, clean up and restore the site to its former condition upon completion of such.
explorations. ;
- ''''.;. .:"~:.,, 4.6';;:'':':"". The lands upon'which the:W ork'is to' be performed;: rights-of-way: and'.easements'for 'access... "..,
thereto and other lands designated for use by Contractor in performing the Work are
identified in the Contract Documents. Easements are to be obtained and paid for by the
Owner.
4.6.1 The contractor shall begin prioritize work on the site as follows:
1. Site Rough Grading
2. SoccerFieldFmaI Grading, Grassing & Irrigation (By June 1, 1997). Contractor
may be required to provide temporary irrigation water if County water is not
available to the site. See Add Alternate No.1 0
4.7 The submission of a Bid will constitute an incontrovertible representation by Bidder that
Bidder has complied with every requirement of this Article 4,that without exception the Bid
is premised upon performing and furnishing the Work required by the Contract Documents
and such means, methods, techniques, sequences or procedures of construction as may be
indicated in or required by the Contract Documents, and that the Contract Documents are
sufficient in scope and detail to indicate and convey understanding of all terms and conditions
for performance and furnishing the Work.
5. Interpretations and Addenda.
5.1 All questions about the meaning or intent of the Contract Documents are to be directed to
Engineer. Interpretations or clarifications considered necessary by Engineer in response to
such questions will be issued by Addenda mailed or delivered .to all parties recorded by
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5.2
6.
6.1
6.2.
7.
Engineer as having received the Bidding Documents. Questions received less than ten (10)
days prior to the date for opening of Bids may not be answered. Only questions answered
by formal written Addenda will be binding. Oral and other interpretations or clarifications will
, be without legal effect.
Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner
or Engineer.
Bid Security.
Each Bid must be accompanied by Bid security made payable to Owner in an amount of ten,
percent of the Bidder's maximum Bid price and in the form of a certified or bank check or a:
Bid Bond issued by a surety meeting the requirements of Paragraph 5.1 of the General.
Conditions.
The Bid security of the Successful Bidder will be retained until such Bidder has executed the"
Agreement and furnished the'fequired contract security, whereuponthe.Bid security,wilLbe~i_' '. ,
returned. If the Successful Bidder fails to execute and deliver the Agreement 'and furnish the '
-, required contract' security within fifteen (15) days after the, Notice of Award, Owner may c
annul the Notice of Award and the Bid security of that Bidder will be forfeited., The Bid ~
"., security of other'Bidders;whom,Owner"believes.to have a reasonable"chance,of receiving4he~',.' ,i '.'
award may be'retait1ed;by."Owner,until"the';earlier:of, the. seventh; (7th)' day.: after~the;Effective'.~-<",,; '.
Date of the Agreement or the forth-sixth (46) day: after:the Bid opening, whereupon Bid
security furnished by such, Bidders. will be' returned;.,Bid security. with Bids which ,are not. ., :
competitive'willbe returned"within~seven{7): days.afterthe:Bid':opening-;-.::':,;;' .-
Contract Time.
The numbers of days within which, or the dates by which, the Work is to be substantially completed
and also completed and ready for final payment (the Contract Time) are set forth in the Bid Form and
the Agreement.
8.
Substitute or "Or Equal" Items.
The materials and equipment described in the Bidding Documents establish a standard of required
function, dimension, appearance and quality to be met by any proposed substitution. No substitution
will be considered unless written. request for approval has been submitted by the Bidder and has been
received by Engineer at least fifteen (15) days prior to the date for receipt of Bids. Each such request
shall include the name of the material or equipment for which it is to be substituted and a complete
description-of the proposed substitute including drawings, cuts, performance and test data and any
other information necessary for an evaluation. A statement setting forth any changes in other
materials, equipment of Work that incorporation of the substitute would require shall be included.
The burden of proof of the merit of the proposed substitute is upon the Bidder. The Engineer's
decision of approval or disapproval of a proposed substitution shall be final. If Engineer approves
any proposed substitution, such approval will be set forth in an Addendum issued to all prospective" .
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Bidders. Bidders shall not rely upon approvals made in any other manner.
9. Bid Form.
9.1 The Bid Form is included with the Bidding Documents; additional copies may be obtained
from Engineer (or the issuing office).
9.2 All blanks on the Bid Form must be completed in ink or by typewriter.
9.3 Bids by corpQrations must be executed in the corporate name by the president or a vice.,. .
president (or other corporate officer accompanied by evidence of authority to sign) and the
corporate seal must be affixed and attested by the secretary or an assistant secretary. The
corporate address and state of incorporation must be shown below the signature.
9.4 Bids by partnerships must be executed in the partnership name and signed by a partner, whose
title must appear under the signature and the official address of the partnership must be shown
below the signature.
9.5 , All names mu~t be typed or printed below the signature.
9.6 The Bid shall contain an acknowledgement of receipt ofall Addenda (the numbers of which
must be filled in on the Bid Form).
9.7 The address and telephone number for communications regarding the Bid must be shown.
. lQ~ ' . Submission of Bids.
.' Bids- shall be submitted at the time and place indicated in the Advertisement or Invitation to Bid and
. 'shall be"enclosed in an opaque sealed envelope,. marked with the Project title (~d, if applicable, the
designated portion of the Project for which th~ Bid is submitted) and name and address of the Bidder
, ,
and accompanied by the Bid security and other required documents. If the Bid is sent through the
mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the
notation "BID ENCLOSED" on the face of it. '
11. Modification and Withdrawal of Bids.
11.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner
that a Bid must be executed) and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids.
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11.2 n: within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed, written
notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of
Owner that there was a material and substantial mistake in the preparation of its Bid, that
Bidder may withdraw it~ Bid and the Bid security will be returned. Thereafter, that Bidder
will be disqualified from further bidding on the Work to be provided under the Contract
Documents.
12. Opening of Bids.
Bids will be opened and (unless obviously non-responsive) read aloud publicly. An abstract of the
amounts of the base Bids and major alternates (if any) will be made available to Bidders after the
opening of Bids.
13. Bids to Remain Subject to Acceptance.
All bids will remain subject to acceptance for forty-five (45) days after the day of the Bid opening,
but Owner may" in its sole discretion, rel~ase any Bid and return the Bid security prior to that date.
14. Award of Contract.
. 14.1 Owner reserves the right to reject any and all Bids, to waive any and all informalities not
involving price, time or changes in the Work and to negotiate contract terms with the
Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced
or conditional Bids. Also, Owner reserVes the right to reject the Bid of any Bidder if Owner
believes that it would not be in the best interest of the Project to make an award to that
Bidder, whether because the Bid is not responsible or the Bidder is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or,criteria established by Owner.,
Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor
of the unit prices. Discrepancies between the indicated sum of any column offigures and the .
correct sum thereof will be resolved in favor of the correct sum. .
14.2 In evaluating Bids, Owner will consider the qualifications of the Bidders, whether ornot the
Bids comply with the prescribed requirements, and such alternates, unit prices and other data,
as may be requested in the Bid Form or prior to the Notice of Award.
14.3 Owner may consider the qualificatio~ and experience of Subcontractors, Suppliers, and other
persons and organizations proposed for those portions of the Work as to which the identity
of Subcontractors, Suppliers, and other persons and organizations must be submitted as
provided in the Supplementary Conditions. Owner also may consider the operating costs,
maintenance requirements, performance data and guarantees of major items of materials and
equipment proposed for incorporation in the Work when such datil is required to be submitted
prior to the Notice of Award.
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14.4 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation
of any Bid and to establish the responsibility, qualifications and financial ability of Bidders,
proposed Subcontractors, Suppliers and other persons and organizations to perform and
funiishthe Work in accordance with the Contract Documents to Owner's'satisfaction within
the prescribed time.
14.5 If the contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by
Owner indicates to Owner that the award will be in the best interests of the Project.
14.6 If the contract is to be awarded, Owner will give the Successful Bidder a Notice of Award
within forty-five (45) days after the day of the Bid opening. '
:B.s. Contract Security.
Paragraph 5.1 of the General Conditions and the Supplementary Conditions set forth Owner's
requirements as to performance and payment Bonds. When the Successful Bidder delivers the
executed Agreement to Owner, it must be accompanied by the required performance and payinent
. , Bonds. '
17.- ., 'Signing of Agreement.
When owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement with all other written Contract
, Documents attached. Within fifteen (15) days thereafter. Contractor shall sign and deliver the
required number of counterparts of the Agreement and attached documents to Owner with the
required Bonds. Within ten (10) days thereafter Owner shall deliver one (1) fully signed counterpart
to Contractor. Each counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification. '
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GENERAL CONDITIONS
I ARTICLE I-DEFINITIONS
";lV"Y\1" .
H~-:-'::"U.~
. . - -""~fiI" ~";f"
Wherever used in these General Conditions or in the other Contract
Doctunents the following terms have the meanings indicated which
are applicable to both the singular and plural thereof:
I' Addenda-Written or graphic instruments issued prior to the
opening of Bids which clarify, correct or change the bidding
documents or the Contract Documents.
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Agreement-The written agreement between OWNER and
CONTRACTOR covering the Work to be performed; other
Contract Documents are attached to the Agreement and made a
part thereof as provided therein.
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App/lcation for Payment-The form accepted by ENGINEER
which is to be used by CONTRACTOR in requesting progress or
final payments and which is to include such supporting
documentation as is required by the Contract Documents:.:. ,. .'
Bid--The offer or proposal oLthe,'bidder,.submitted" on "the",",-",,,.
prescribed form setting forth the prices, for the Work to be .. " '
performed. '
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Bonds-Bid, performance and payment bonds. and other
instruments of security..
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Change Order-A doctunent recommended by ENGINEER, which
is signed by CONTRACTOR and OWNER and authorizes an
addition, deletion or revision in the Work; or an adjustment,in the".:,.
Contract Price or the Contract Time, issued on or after the'"
Effective Date of the Agreeqlent'
Contract Documents-The Agreement, Addenda (which pertain to,;..." '
th~ CO'1H:act Docl,lII1ents), CONTRACTOR's Bid (inclu4~g, .".
documentation accompanying' the ' Bid and any post ~Bid,
documentation submitted prior to the Notice of Award) when ,
attached as an exhibit to the Agreement, the Bonds, these General""......
Conditions, the Supplementary Conditions, the Specifications and
the Drawings as the same are more specifically identified in the
Agreement, together with all amendments, modifications and
supplements issued pursuant.to paragraphs 3.4 and 3.5 oil or after
the Effective Date of the Agreement.
Contract Prlce- The moneys payable by OWNER to CON-
TRACTOR under the Contract Documents as stated in the
Agreement (subject to the provisions of paragraph 11. 9.1 in the
case of Unit Price Work).
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Contract Time-The number of days (computed as provided in
paragraph 17.2) or the date stated in the Agreement for the C
completion of the Work.
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CQNTRACTOR-The person, firm or corporation with whom
OWNER has ente,red into the Agreement.
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Defedive--An adjective which when modifying the word Work
refers to Work that is unsatisfactory, faulty or deficient, or does not
conform to the Contract Documents" or does not meet the
requirem~ts~ any inspection, reference standard.. test, or appJ;Oval
referred to m the Contract Documents, or has been damaged prior
to ENGINEER's recommendation of final payment (unless
responsibility for the protection thereof has been asswned by
OWNER at Substantial Completion in accordance with paragraph
14'xor 14.10).
Drawings-The drawings which show the character and scope of
the Work to be performed and which have been prepared or
approved by ENGINEER and are referred to in the Contract
Documents. '
Effective Dale of the Agreement-The date indicated in the
Agreement on which it becomes effective, but if no such date is
indicated it means the date on which the Agreement is signed and
delivered by the last of the two parties to sign and deliver.
ENGINEER-The person, firm or corporation named as such in
the Agreement.
Field Order-:"'A written order issued by ENGINEER which orders
minor changes in the Work in accordance with paragraph 9.5 but
which does not involve a change in the Contract Price or the
Contract Time.
General Requirements-Sections of. Division I of the Speci- .
fications . .
Laws and Regulations; Laws or Regutailons-Laws, rules,
regulations; ordinances, codes and/or orders.
Notke of Award--The written notice by OWNER to the apparent
successful bidder stating that upon compliance by the apparent
su~cessful bidder with the conditions precedent enumerated
therein, within the time specified, owr,mR will sign and deliver
the Agreement.
Notlee to Proceed-A written notice given by OWNER to
CONTRACTOR (with a copy to ENGINEER) fixing the date on
which the Contract Time will commence to nul and on which
CONTRACTOR shall start to perform CONTRACTOR'S
obligations under the Contract Documents.
OWNER-The public body or authority, corporation, association,
firm or person with whom CONTRACTOR has entered into the
Agreement and for whom the Work is to be provided.
Partial UtiJization-Placing a portion of the Work in service for the
. purpose for which it is intended (or a related purpose) before
reaching Substantial Completion for all the Work.
Project-The total construction of which the Work to be provided
under the Contract Documents may be the whole, or a part as
indicated elsewhere in the Contract Documents,
F1LE:H:IACCTGICONTRACl\MASI'ERSlI910,8
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:1. Substantial Completion-:-TheWork (ora specified part thereof)-
has progressed to the point where, in the opinion of ENGINEER , . '
'. :.:.as ~den~,~d ?r ?NqINEER:f~~~tivecertific~!e ofSubstantial:/".;,';",'
"I: '. CompletiorC it is sUfficientlyfcomplete;' 'in accOrdance' with the':.; }" , ' , ARTICLE 2-- PRELIMINARY MA TIERS ',(.-::,
Contract Documents, so that the Work (or'specified part) can be;".", '. ,:
. utilized for the purposes for which it is intended;' or if there be no ;:;;';'1 ,..' DeUvery of Bonds: '
, .' I' such certificate issued" when ,final'payment, is due in acCordance;''.)',,:,,: ;.,' , 2.1: When CONTRACfOR delivers the executed Agreements,'
with paragraph, '14. 1 3.:'The:tenns! ~substantially. complete~.andc';~',:;:;':;,;; 'to OWNER, CONTRACTOR shall also. deliver to' OWNER..
"',' ,. "substantially.,:;,completed\1 as:'applieddol'any'l.';Worlc; ,refer" to :'(;';~:,'fi"':such' Bonds as.CONTRACTORmay.:be'required:to-fumish:in!,.' '
I Substantial Completion thereof. "..,'.: ' accordance with paragraph 5.1.
. Su~plemenJary:CondJtlons-,.,Thepart.ofthe.Contr~~tDocuments'iJ;:i'''", ' Coples of Documents: "',:' ;", ,', -.. '.',' .
'I, WsuhipC'Phu"e::ds::~::::,ts:::::,er:co:dihO: '::~'::);'D':'~;: ..., ':~~7~ ~=~~:~~~:~~~=~~~~~::~~:~ '
. pc~ p 'er, ,. 's . u or" ditions) of the Contract Documents as are reasonably nec-
materialman or vendor. ..
essmy for the execution of the Work. Additional copies will be
furnished, upon request, .atth.~. ~st of reprQduction. '
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Resident Project Representative-The authorized representative of
'I ENGINEER who is assigned to the site or any part thereof.
Shop Dr(Jwlngs-AlI drawings, diagrams"ilh~~!ratiQ~~hedules
and other data which are specifically prepared by or for
I' CONTRACTOR to illustrate some portion of the Work and all
illustrations, brochures, standard schedules, penormance charts,
instructions, diagrams and other information prepared by a
Supplier and submitted by CONTRACTOR to illustrate material
or equipment for some portion of the Work.
Speciflcations- Those portions of the Contract Documents
consisting of written technical descriptions of materials, equipment,
construction systems, standards and workmanship as applied to the
Work and certain administrative details applicable thereto,
Subcontractor-An individual, firm or corporation having a direct
contract with CONfRACTOR or with any other Subcontractor for
the performance of a part of the Work at the cite.
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" UndergrouTuJ Facilities-All pipelines, conduits, ducts, cables;':' '
wires, manholes, vaults, tanks, tunnels or other such facilities
or attachments. and any encasements containing such facilities
which have been installed underground to ,furnish any of the
following services or materials: electricity, gases, steam, liquid,
petroleum products, telephone or other communications, cable
television. sewage and drainage removal, traffic or other
control systems or water.
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Unit Price Work-Work to be paid for on the basis of unit
pnces .
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Work--The entire completed construction or the various sep-
arately identifiable parts thereof required to be furnished under
the Contract Documents. Work is the result of performing
services, furnishing labor and furnishing and, incofporating
materials and equipment into the construction, all as required
by the Contract Documents.
Work Directive Change-A written directive to CONTRAC-
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TOR, issued on or after the Effective Date of the Agreement
and signed by OWNER and recommended by ENGINEER,
ordering an addition, deletion or revision in the Work, or
responding to differing or unforeseen'physical<conditions under..
which the Work is to be performed as provided in paragraph
4.2 or 4.3 or to emergencies under paragraph 6.22. A Work
Directive Change may not change the Contract Price or the
Contract Time, but is evidence that the parties expect that the
change directed or documented by a Work Directive Change
will be incorporated in a subsequently issued Change. Order
following negotiations by the parties as to its effect, if any, on
the Contract Price or Contract Time as provided in paragraph
10,2.
Written Amendment-A written amendment of the Contract
Documents, signed by OWNER and CONTRACTOR on or
after the Effective Date of the Agreement and normally dealing
with the non engineering Of nontechnical rather than strictly
Work-related aspects of the Contract Documents.
Commencement of Contract Time; Notice to Proceed:
2.3. The Contract Time will commence to run'on the thirtieth
day after the Effective Date of the Agreement, Of, if a Notice
to Proceed is given, on the day indicated in the Notice to
Proceed. A Notice to Proceed may be given at any time within
thirty days after the Effective Date of the Agreement. In no
event will the Contract Time commence to run later than the
seventy-fIfth day after the day of Bid opening or the thirtieth
day after the Effective Date of the Agreement, whichever date
is earlier.
Starting the Project:
2.4. CONTRACTOR shall start to perform the Work on the
date when the Contract Time commences to run, but no Work
shall be done at the site prior to the date on which the Contract
Time commences to run.
Before Starting Construction:
2.5. Before undertaking each part of the Work, CON-
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Intent:
3.1. The Contract Documents comprise the, entire agree-: "
, . 2.6,2.',' a prelirillnary'schedule' of Shop';Drawing'sub..:,t;A~"',~,-o :'" ment between.OWNER'and CONTRACTORconceming:the,,<:o..
missions; and Work. The Contract Documents are complementary;,what is,
called for by one is as binding as if called for by all. The
2.6.3. a preliminary' schedule' of values for all of the :,"; "" Contract Documents will be construed in accordance with the'.
Work which, will include quantities' and'prices"ofitems"'ii'~'"i:',,, . law of the' place of the Project.- :",. ','
. aggregating the ContractPrice and,..will. subdivide:.the:W ork:'.~'~;<:;:L'" .
, into component parts in. sufficient detail to serveas'.thec,(",..,3.2. It is the intent of the Contract Documents to describe '
basis for progress payments,"during construction....Such,;.'.;,;. , ,:,' a functionally complete,Project (or part thereof) to be con- ,
'. .,c,. prices:willinclude: an, appropriate ,amount.of.overhead'and J'::r.1::;':;;;,-" ~.structed, in" accordance:.with . the. Contract., Documents. ,Any'"
, profit applicable to each.item ofW orkwhich'will :be' con::?""~." . Work; materials'or equipment that may reasonably be inferred " ..
firmed in writing by CONTRACTOR at the time of ~ub-:-~". ,. from the Contract Documents as being required to produce the
mission. ~ intended result will be supplied whether or not specifically
called for. When words which have a well-known technical or '
trade meaning are.~e<l to,desc;::ribe; Work" materials or
equipment such words shall be interpreted in accordance, with"
that meaning. Reference to standard specifications. manuals or
codes of any technical society. organization or association, or
to the Laws or Regulations of any governmental authority,
whether such reference be specific or by implication, shall
mean the latest standard specification, manual. code or Laws
or Regulations in effect at the time of opening of Bids (or, on
the Effective Date of the Agreement if there were no Bids).
except as may be otherwise specifically stated. However, no
provision of any referenced standard specification, manual or
code (whether or not specifically incorporated by reference in
the Contract Documents) shall be effective to change the duties
and responsibilities of OWNER, CONTRACTOR or
ENGINEER, or any of their consultants, agents or employees
from those set forth in the Contract Documents. nor shall it be
effective to assign to ENGINEER, or any of ENGINEER's
consultants. agents or employees. any duty or authority to
supervise or direct the furnishing or performance of the Work
or any duty or authority to undertake responsibility contrary to
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TRACTOR shall carefully study and compare the Contract
Documents and check and verify pertinent figures s~()wn
thereon and all applicable field measurements. CONTRAC-
TOR shall promptly report. in, writingt.tor ENGINEER- any'..
conflict, error or discrepancy which CONTRACTOR may
discover and shall obtain a written interpretation or clarifi-
cation from ENGINEER before proceeding with any Work
affected thereby; however, CONTRACTOR shall not be liable
to OWNER or ENGINEER for failure to report any conflict,
error or discrepancy in the Contract Documents, unless
CONTRACTOR had actual knowledge thereof or should
reasonably have known thereof.
2.6. Within ten days after the Effective Date, of the Agree-
ment (unless otherwise specified in the General Requirements),
CONTRACTOR shall submit to ENGINEER for review:
2.6.1. an estimated progress schedule indicating the
starting and completion dates of the various stages of the
. Work.
2.7. Before any Work at the,site.is started, CONTRAC-~,;:~..:
TOR shall deliver to OWNER, with a copy to ENGINEER,'." !..." .
certificates (and other evidence of insurance requested by
OWNER) which CONTRAcrOR is required to purchase .and
maintain in accordance with paragraphs 5.3 and 5.4, and
OWNER shall deliver to CONTRACTOR certificates (and
other evidence of insurance requested by CONTRACTOR)
which OWNER is required to purchase and maintairi in
accordance with paragraphs 5.6 and 5.7.
Preconstruction Coriference:
2.8. Within twenty days after the Effective Date of the
Agreement, but before CONTRACTOR starts the Work at the
site, a conference attended by CONTRACTOR, ENGINEER
and others as appropriate will be held to discuss the schedules
referred to in paragraph 2.6, to discuss procedures for handling
Shop Drawings and other submittals and for' processing
Applications for Payment, and to establish a working
understanding among the parties as to the Work.
Finaliz.lng Schedules:
2.9. At least ten days before submission of the first Appli-
cation for 'Payment a conference attended by CONTRACfOR,
ENGINEER and others, as appropriate will be held.to finalize
the scheduIes submitted in accordance with paragraph 2.6. The
finalized progress schedule will be acceptable to ENGINEER
as providing an orderly .progression of the Work to completion
within the Contract Time, but such acceptance will neither
impose on ENGINEER responsibility for the progress or
scheduling of the Work nor relieve CONTRACTOR from full
responsibility there for. The finalized schedule of Shop
Drawing submissions will be acceptable to ENGINEER as
providing a workable arrangement for processing the
submissions. The finalized schedule of values will be
acceptable to ENGINEER as to form and substance.
ARTICLE 3--CONTRACT DOCUMENTS:
AMENDING. REUSE
INTENT,
3
F1L1!.H:\ACCJ'G\CON1ll.ACl\MASfERSlI910,8
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I Amending and Supplementing Contraet Documents:
3.4. The Contract Documents may be amended to provide
I for additions, deletions and revisions in the Work or to modify
the terms and conditions thereof in one or more of the '
"Fl1~':"':"";follo\vii1g'ways:"""""""":::;;::""";';;'~.,.:;~', .,' :",',e'"".,,;. - "" -".., ",,'''.. , .;...'".' ,;..... ' ,
the provisions of paragraph 9.15 or 9.16. Clarifications and
interpretations of the Contract Documents shall be issued by
ENGINEER as provided in paragraph 9.4.
3.3. If, during the performance of the Work, CONTRAC-
TOR fmds a conflict, error or discrepancy in the Contract
Documents, CONTRACTOR shall so report to ENGINEER
in writing at once and before proceeding with the Work
affecte_d thereby shall obtain a written 'interpretation or
clarification from ENGINEER; however, CONTRACTOR
shall not be liable to OWNER or ENGINEER for failure to
report any conflict, error or discrepancy, in the Contract
Documents unless CONTRACTOR had actual knowledge
thereof or should reasonably have known thereof.
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3.4.1. a formaIWritten,Amendment;I>,~ "
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consent of OWNER and ENGINEER and specific written
verification or adaptation by ENGINEER.
ARTICLE 4-A V AILABILITY OF LANDS; PHYSICAL
CONDnnONS:REFERENCEPO~
AvailDblliJy of Lands: .
4.1. OWNER shall furnish, as indicated in the Contract
Documents, the lands upon which the Work is to be performed,
rights-of-way and easements for access thereto, and such other
lands which are designated for the use of CONTRACTOR.
Easements for permanent structures or permanent changes in
existing facilities will be obtained and paid for by OWNER,
unless otherwise provided in the Contract Documents. If
CONTRACTOR believes that any delay in OWNER's
furnishing these lands, rights-of-way or easements entitles
CONTRACTOR to an extension of the Contract Time,
CONTRACTOR may make a claim there for as provided in
Article 12: CONTRACTOR shall provide.for:aU additional'
lands and access thereto that may be requiredfor:temporal)'/:
, construction facilities or storage of materials, and equipment:', ,
;,; ,i ",';" f.'" .f,.' 3.4.2: a Change Order, (purs~antto paragraphrlO,4);oor,:H;J2:k,', ;, 'Physical CondiJions:",', .
;' "I' " ',' ' ',: . ,". 4.2.1. Explorations and Reports: Reference is made to
,', '. ' .. ". ;". ' 3.4.3, a Work Directive Change ,(pursuant to paragraph.i>!:c:'~;"::','" .,'", the Supplemental)' Conditions forddentification' of those
: io',','.' .' '::;;,,~':.lO.l)>': ; ", .' ... ',. "., .'" ....,.... : ./ , reports of explorations and tests of subsurface conditions!at:.'
"1 "'. ,:.' ". ,:: , . the site that have been utilized by ENGINEER in prep-
.' . As indicated in paragraphs 1l.2,and.12.1, Contract Priceand';i::ck<-:.,;~..:' aration of the Contract Documents. CONTRACTOR may"
.~". Contract Time may: only be. changedi'by.~a"Change,Order,or,:a.!"ti.:~!i;i;':,,::"~:, rely upon.,the accuracy :of the, technical data contained .in, ,.,
';':'1" WrittenAmendment."".,, '".. .,",'...;' '..' " .,... i-<".'" '.-:; ~:c~=:~b;~:t:,:n~~~:m:;aio~a:~~~~;~::~::,
. ' , 3.5. In addition, the requirements 'of the Contract.Docu;;',..,;.; .'~ thereof for CONTRACTOR's purposes. Except as indi-
ments may be supplemented;.and minor variations and devia-i'::!;,," ,..' ~cated in the immediately preceding sentence and in para-
tions L.t the Work maybeauthorized,.in,one or more of the',;",,::' graph 4.2.6, COlITRACfOR shall have full,responsibility,
following ways: . with respect to subsurface conditions at the site.
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3.5.1. a Field Order (pursuant to paragraph 9.5),
3.5.2. ENGINEER's approval of a Shop Drawing or
Sample (pursuant to paragraphs 6.26 and 6.27), or
3.5.3. ENGINEER's written interpretation or clarifi-
cation (pursuant to paragraph '9.4).
Reuse of Documents:
3.6. Neither CONTRACTOR nor any Subcontractor or
Supplier or other person or organization performing or fur-
nishing any of the Work weier a direct or indirect contract with
OWNER shall have or acquire any title to or ownership rights
in any of the Drawings, Specifications or other documents (or
copies of any thereof) prepared by or bearing the seal of
ENGINEER; and they shall not reuse any' of them on
exte~ions of the Project or any other project without written .
4.2.2. Existing structures: Reference is made to the
Supplementary Conditions for identification of those
, drawings of physical conditions in or relating to existing
. surface and subsurface structures (except Underground
; Facilities referred to in paragraph 4.3) which are at or
. contiguous to the site that have been utilized by ENGI-
NEER in preparation of the Contract Documents. CON-
TRACTOR may rely upon the accuracy of the technical
data contained in such drawings, but not for the complete-
ness thereof for CONTRACTOR's purposes. Except as
indicated in the immediately preceding sentence and in
paragraph 4.2.6, CONTRACTOR shall have full respon-
sibility with respect to physical conditions in or relating to
such structures.
4.2.3. Report of Differing Conditions: IfCONTRAC-
TOR believes that:
4
RLE:H:IACCTG\COm1tAC1\MASI1!RS\I910,8
4.3.2. Not Shown or Indicated. If an Underground Facility
is uncovered or revealed at or contiguous to the site which was
not shown or indicated in the Contract Documents and which
CONTRACTOR could not reasonably have been expected to
be aware of, CONTRACTOR shall, promptly after becoming
aware thereof and before performing any Work affected
4.2.4. ENGINEER's Review: ENGINEER will promptly thereby (except in an emergency as permitted by paragraph
review the pertinent conditions, determine the necessity of 6.22), identify the owner of such Underground Facility and
I' ,. , obtaining additiOn. al explorations or tes,ts with respec,t . give written notice thereof to that owner and to OWNER and
thereto and advise OWNER in writing (with a copy to , ENGINEER. ENGINEER will promptly review the
:: . ,,",..,.,>"... ., CONTRACTOR) G"'of' ...ENGINEER.s.;;:.findings...."and',iii'~,.:..".., Underground 'Facility,to, determine the extenHo.which.the..'.
- . conclusions.+'- + , .'.:-'.T. Contract -,~Documents~.should...~be. modified'.:,.to.:.:retlect:-;and;-;-:.
,::,1..... document the" 'consequences' of the existence" of, the.
,. . i., 4.2.S.' Posslble\;\'Document,'"Change::,:,If'. ENGINEER\{f!:',:~:.., 'Underground,Facility,.'and,the'Contract;:Documents',wilhbe:;.." '
, , ' '..' , . 'concludes: that there', is. a' materi aL error, in :,the.:Contract:;7:it:j',:,; ': . amended or supplemented to.the,extent necessary.':During'such ',I ,
";'1 ' , .' ,Documents or that because of newly discovered conditionsMh:".i"" ,time, CONTRACTOR shall be responsible for the safety,and,'
, "..,::' .:: a change ,in, the Contract Documents is' required;~a'..Workh~) .'ie,,:' protection' .of' such " Underground" F acility..as i provided "in. ,
';;f;; ;'i~:;":,',:,', 'DireCtive ':Change:oca,~'.chai1ge(.Orderi,wilh be:issued'as~~g~,'t,': paragraph. 6:20.., CONrRACfOR shaltbe'aIlowed:anincrease, ;,;,
, .1" " "provided; in' Artic1~'lOto "reflec~.and. document,.the',,;;[i"',,:; ,inthe Contract Price or an extensi~n of the Contrac~ Time, or.
;' ",,' 'consequences ofthemaccuracy or difference:i 'I;~ ;, "',' ::. <...',.). .~,' both, to the extent that they are attnbutable to the eXIstence of.
.',,,,.~'" . ".' any Underground Facility that was not shown or indicated in"
"I' ,., ',:' 42.6. PossibliPrlce and 17me AtQUSfmenJs:In each,such':'i.w"'Q'~":' the ContractDocwnents and,which.CONTRACTORcould not
. . case, an increase or decrease in the Contract Price or an ',." ,',,' , reasonably have been expected to be aware of. If the parties'
extension or shortening of the Contract Time; or" any'" are unable to agr~ as to' the amount. or length, thereof,
combination thereof;'will be allowable to the extentthat',"':H' CONTRACTOR may make a claim there for as provided'in
they are attributable to any,such inaccuracy or difference.~;':~ Articles 1 Land 12. . ,,,.N'
If OWNER and CONTRACTOR are unable to agree as to ..:.~~~.;-::.
the amount or length thereot: a claim may be made there for
as provided in Articles 11 and 12.
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4.2.3.1. any technical data on which CONTRAC-
TOR is entitled to rely as provided in paragraphs 4.2.1
and 4.2.2 is inaccurate, or
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4.2.3.2. any physical condition uncovered or
revealed a1 the site differs materially from that indi-
cated, reflected or referred to in the Contract Docu-
ments,
CONTRACfOR shall, promptly after becoming aware thereof
and before performing any Work in connection therewith
(except in an emergency as permitted by paragraph 6.22),
notify OWNER and ENGINEER in writing about the
inaccuracy or difference.
Physical Condltlons-Underground Faellilles:
_ 4.3.1. Shown or Indicated: The information and data
shown or indicated in the Contract Documents with respect to
existing Underground Facilities at or contiguous to the site is ,
based on information and data furnished to OWNER or
ENGINEER by the owners of such Underground Facilities or
by others. Unless it' is otherwise expressly provided in the
Supplementary Conditions:
4.3.1.1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any such
information or data; and,
4.3.1.2. CONTRACTOR shall have full responsibility
for reviewing and checking all such information and data,
for locating all Underground Facilities shown or indicated
in the Contract Documents, for coordination of the Work
with the owners of such Underground Facilities during
- construction;' for the safety'and protection thereof as
provided in paragraph 6.20 and repairing any damage
thereto resulting from the Work, the cost of all of which
will be considered as having been included in the Contract
Price.
Reference Points:
4.4. OWNER shall provide engineering swveys to establish
reference points for-'construction which in ENGINEER's
judgment are necessary to enable CONTRACTOR to proceed
with the Work. CONTRACTOR shall be responsible for lay-
ing out the Work (unless otherwise specified in the General
Requirements), shall protect and preserve the established
reference points and shall make no changes or relocations
without the prior written approval of OWNER. CONTRAC-
TOR shall report to ENGINEER whenever any reference point
is lost or destroyed or requires relocation because of necessary
changes in grades or locations, and shall be responsible for the
accurate replacement or relocation of such reference points by
professionally qualified personnel.
ARTICLE 5--BONDS AND INSURANCE
Performance and Other Bonds:
5
F1LE:H:\ACCTGICOl'mlACl\MASTERSlI910,8
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5.1. CONTRACTOR shall furnish performanCe and pay-
I ment Bonds, each in an amount at least equal to the Contract ,
Price as security for the faithful performance and payment of
"'all' CONTRACTOR's obligations under the Contract Docu~' un " ,;i'
I. ments. These Bonds shall remain in effect at least until one
year after the date when final payment becomes due. except as
otherwise provided by Law or Regulation or by the Contract
Documents. CONTRACTOR shall also furnish such other
I Bonds as are required by the Supple~entary Conditions. All
Bonds shall be in the forms prescribed by Law or Regulation
or by the Contract Documents and be executed by such
I sureties as are named in the current list of "Companies Holding
Certificates of Authority as Acceptable Sureties on Federal
Bonds and as Acceptable Reinsuring Companies" as published
I in Circular 570 (amended) by the Audit Staff BUreau of
. AccOlmts, U.S. Treasury Department. All Bonds signed by an
agent must be accompanied by a certified copy of the authority
I to act. The insurance required by this paragraph 5.3 shall include the
specific coverages and be written for not less than the limits of
;;'woor", :\:, '. c' 5:2':"If the' sUrety' 'On any' Bond .furnished 'by CONfRAC;.',;,;:', - ,.;. . liability . and "coverages provided in the' Supplementary
, "1' , , -, TOR is declared'a bankrupt or becomesinsolventorjts:right,;;;,:,~:..:; J' Conditions, 'or . required 'by law;'-'whicheverr,is -greater:,-;;The','
:'.' ,. to d~ btis~ess'is termfu.ated'in any'state'where.~'partof.the"n:;~"':"" comprehensive" ~ene~;' liability '~'insuranceo;!~~alb~clude,;'
'., Project IS locatedor'lt'ceases"to meet the:reqw.rements 'ofnt:'f:""'''' completed operatIons' msurance:"All of the pohcles'ofmsur-:.
.., '." ;"paragraph' 5.1', . CONTRACTOR, 'sliall. >Within , 'five 'days:;'j,;,'F. ance so required to be"purchased and.maintained.(oc',the..,
" ..:1 ' thereafter sub~titute another Bon~ and SuretY, both. of whichl,""":" " certificates or other evidence thereot) shall contain ~ provision. '
.' . . must be acceptable: to OWNER. ,'..' ',.:' .,. "',' , ' ::. . or' endorsement. that ..the, coverage.afforded'wdl :not" be
"."." .,' .. ',cancelled;materially changed orrenewal refused until,at least-.
, 'I 'Contractor's LlabilJJy..lnsurance:.':,....,:,.; ,', ".'." ,'. '.-:' " thirty days' prior written notice has been given to OWNER and
" '5.3. CONTRACTOR shall'purchase' and. maintain',such ,~7;~'.,;..;,i!::.:, ENGINEER by certified mail' All such insurance shall remain
.:."".;;;-'0;" ..:,(comprehensive(,general:; liability l'and"otheri.;insurance,~:as;ds ~r~,~,;.'~:",'iin effect,ootil.fmal. payment' and ,at'all :times ,there> aft .when:,.!'
, appropriate fcir,the ,Work- being performed. and ,furnished 'and::;:::'i:"":'" :CONTRACTOR may be correcting,: removing or'replacing: '
, as will provide protection from claims, set fortbbelow which,':: ;,,' !: ,:,q defective Work in accordance : with paragraph 13.12.' In
, may arise out of or resUItfrom CONTRACTOR's performance';", ", addition, CONTRACfOR shall maintain such complete'
and furnishing, of the Work and, CONTRACTOR's' other, r ~..: . operations insurance for at least ~o years after final pay me
obligations under the .Contract'Documents, whether it. is to be' i)'. :.,;" q and furnish.OWNER with evidence of continuation of such. . '.,
performed or furnished by CONTRACTOR,' by" any" "',, :' insurance at fmal payment and one year thereafter;', .
Subcontractor, by anyone directly or indirectly employed by"
any of them to perform or furnish any of the Work, or by
anyone for whose 'acts any of them may be liable:
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5.3.1. Claims under workers' or workmen's compen-
sation, disability benefits and other similar employee ben-
efit acts;
5.3.2. Claims for damages because of bodily injury,
occupational sickness or disease, or death of CONTRAC-
TOR's employees;
5.3.3. Claims for damages because of bodily injury,
sickness or disease, or death of any person other than
CONTRACTOR's employees;
5.3.4. Claims for damages ~ured by personal injury
liability coverage which are sustained (a) by any person as
a result of an offense directly or indirectly related to the
employment of such person by CONTRACTOR, or (b) by
any other person for any other reason;
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5.3.5. Claims for damages, other than to the Work itself,
because of injury to or destruction of tangible property
wherever located, including loss of use resulting
therefrom;
5.3.6. Claims arising out of operation of Laws or Reg-
ulations for damages because of bodily injury or death of
any person or for damage to property; and
5.3.7. Claims for damages because of bodily injury or
death of any person or property damage arising out of the
ownership, maintenance or use of any motor vehicle.
Contractual LabUity Insurance: .
5.4. The Comprehensive general liability insurance required
by paragraph 5.3 will include contractual liability insurance
applicable to CONTRACTOR's obligations under paragraphs
6.30 and 6.31. .
Owner's Liability Insurance:
5.5. OWNER shall be responsible for purchasing and
maintaining OWNER's own liability insurance and. at
OWNER's option, may purchase and maintain such insurance
as will protect OWNER against claims which may arise from
operations under the Contract-Documents.
Property Insurance:
5,6. Unless otherwise provided in the Supplementary
Conditions, OWNER shall purchase and maintain property
insurance upon the Work at the site to the full insurable value
6
F1LI!:H:IACCTG\COI'mtAC1\MAS'll!RS\ 191 0,8
Waiver oj RighJs:
5.11.1. OWNER and CONTRACTOR waive all rights
against each other for all losses and damages caused by any
of the perils covered by the policies of insurance provided
in response to paragraphs 5.6 and 5.7 and any other
property insurance applicable to the Wode, and also waive
all such rights against the Subcontractors, ENGINEER,
ENGINEER's consultants and all other parties named as
insureds in such policies for losses and damages so caused.
As required by paragraph 6.11, each subcontract between
CONTRACTOR and a Subcontractor will contain similar
waiver provisions by the Subcontractor in favor of
OWNER, CONTRACTOR, ENGINEER, ENGINEER's
consultants and all other parties named as insureds. None
of the above waivers shall extend to the rights that any of
'... the insured.parties may,have,to the. proceeds, of insurance.
held by OWNER as trustee or otherwise payable under. any
5 .7..0WNERshallpurchaseandmaintain'suchboileriand:,~i$;:f"'P:'" policy. so issued.:,:. >- ,,' ..'
"machinery, insurance or additional property insurance as, may.'J! !';',:~, , ,~. .
",.., , be required' bithe'Supplementary Conditions or.Laws andf:e".~:.c,:'h, 5.11.2. OWNER and CONTRACTOR intend that any..
. ',1', Regulations which' will includeth~ 'interests of.OWNE~"';-';''''/I'\ '. policies provided in res~ns~ to paragraphs,,~.6~d,5.7
. ,,';, CONTRACTOR" ',":'Subcontractors,::-: ..ENGINEER':',r,AND;";,\','l';:"~;,:'"",, ,shall protect all of the parl1es,msured and.proVldepnmary {
~""~Z~';;';'~;:'ENGINEER's::ConSUltantsl;injthe,Work; ;alh:ofwhom?shall \bef,l%~;i",,;id:'f:ff.;;poverageJor; aU. losses , and,damag(!s;.caused.,by,ithe, perils~: .,~
'I' listed as insured or additional insured,parties;,;,(.:,; ';", ,', ,'. ;,;;, 'j I,'"~ ' covered thereby. Accordingly, all such policies shall.con-
lain provisions to the effect that in the event of payment of
"'~.""'" '.;, '.: 5;'8?Allthe:policies of insurance (or the;certificates.'or;other\Wttf~t~"j~.'':~;' any, loss ,!or..;damage; .the ;.insurer..will'.,have ,no- rights..of
'I ,. evidence th~eof) required: to. be purchased' and. maintained'~yiW! "i(,~h:'..';,y: r~v~ry' a~ainst any of~e p~es ,named as: insureds .or",
, OWNER m' accordance WIth paragraphs' 5;6" and 5;7 WIll" i d.lT ;"::'. addltlonal msureds, and. if the,msurers, reqU1!'e separate .
contain a provision or endorsement that the coverage afforded,:, ".'" waiver forms to be signed by ENGINEER~ or ENGI-
I will not be cancelled or materially changed or renewal refused",,,-;,:'; , ' NEER's consultant OWNER will obtain the same. and if
. \mtil at least<thirty days'prior written notice has been given to ,.,.,. , such waivet: forms are required, arany Subconlfactor"
CONTRACTOR by certified mail and will contain waiver""""",,:,;: ' . CONTRACTOR will,obtain the same..
I. ' provisions in accordance with paragraph 5.11.2.
Receipt and AppUcation oj Proceeds:
5.9~' OWNER shall not be responsible for purchasing and 5.12. Any insured loss Wlder the policies of insurance
maintaining any property insurance to protect the interests of required by paragraphs 5.6 and 5.7 will be adjusted with
I CONTRACfOR, Subcontractors or others in the Work to the OWNER and made payable to OWNER as trustee for the
extent of any deductible amoWlts that are provided in the insureds, as their interests may appear, subject to the require-
Supplementary Conditions. The risk of loss within the ments of any applicable mortgage clause and o( paragraph
I deductible amoWlt, will be borne by CONTRACTOR, Sub- 5.13. OWNER shall deposit in a separate acco\mt any money'
- contractor or others suffering any such loss and if any of them so received, and shall distribute it in accordance with such
wishes property insurance coverage within the limits of such agreement as the parties in interest may reach. If no other
. amo\mts, each may purchase and maintain it at the purchaser's special agreement is reached the damaged Work shall be
II own expense. repaired or replaced, the moneys so received applied on
accOlmt thereof and the Work and the cost thereof covered by
E 5 ,} O. If CONTRACTOR requests in writing that other an appropriate Change Order or Written Amendment.
special insurance be included in the property insurance policy,
OWNER shall, if possible, include such insurance, and the
cost thereofwill be charged to CONTRACfOR by appropriate
I Change Order or Written Amendment. Prior to commencement
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thereof (subject to such deductible amoWlts as may be prO-
D vided in the Supplementary Conditions or required by Law, s
and Regulations). This insurance shall include the interests of
,c "'q" :OWNER, CONTRACfOR,'Subcontractors, ENGINEERand';'i'j.<'
ENGINEER's consultants in the Work, all of whom shall be
listed as insureds or additional insured parties, shall insure
against the perils of fire and extended coverage and shall
include "all risk" insurance for physical loss and damage
including theft, vandalism and malicious mischief, collapse and
water damage, and such other perils as may be provided in the
Supplementary Conditions, and shall include damages, losses
and expenses arising out of or resulting from any insured loss
or incurred in the repair or replacement of any insured property
(including but not limited to fees and charges of engineers,
architects, attorneys and other professionals). If not covered
under the "all risk" insurance or otherwise provided in the
Supplementary Conditions, CONTRACTOR shall purchase
I. and maintain similar property insurance on portions of the
,,~, , . , ,work sto~ on and o~ the si~ ~r in transi~ wh.en such portions .
. ,.... ,.,.,., of the Workareto be' mcluded' m'anAppltcationfor 'Payment;i':";':"~';)"t'.'
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of the Work at the site, OWNER shall in writing advise
CONTRACfOR whether or not such other insurance has been
procured by OWNER.
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5.13. OWNER as trustee shall have power to adjust and
settle any loss with the insurers unless one of the parties in
interest shall object in writing within fIfteen days after the
7
F1LI!:H:IACCJ'G\COm1tAC1\MASTERSI 191 0,8
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I Acceptance 01 Insurance:
' 5.14. If OWNER has any objection to, the coverage
afforded by or other provisions of the insurance required, to be
I purchased and maintained by CONTRACTOR in accordance with
paragraphs 5.3 and 5.4 on the basis of its not complying with
the Contract Documents, OWNER shall notify CONTRACTOR in
I writing thereof within ten days of the date of delivery of such
certificates to OWNER in accordance with paragraph 2.7. If
CONTRACTOR has any objection to the coverage afforded by or Labor, Materials and Equipment:
I other provisions of the policies of insurance required to be 6.3. CONTRACTOR shall provide competent, suitably
purchased and maintained by OWNER in accordance with qualified personnel to survey and layout the Work and per-
"";"""""""paragraphs.5:6and-5:7'on.the basis,oftheirnot complying'with"vr-i';'i'"'i"~.form'" construction' as 'required . by the ,Contract ,Documents.,
',F''''''''''' the Contract Documents; CONTRACTOR.' shallnotify,oWNER'::in'C:::l.ii;"" ",; , CONTRACTOR shall at, all times maintain, good:discipline^, .
;(,-,1, ,',' wri~g' thereof-within ten days, ~fthe.date ofde~veryofsuch.,m~';.;~,:" " and" or~er at.the site.: Except;iri.connection,with,the'saf~tyor /'(
," certificates.to CONTRACTOR 10 accordance Wlth'paragraph1Q1;~"''''':'''' protection -of: persons', or, the' W ork', or. property: at, the. site ,or, ,,',
'" 2.7. OWNER and CONTRACTOR shall each provide tothe:Jl~t,,(":"""" adj acent 'thereto,. and ,except as.othenvise indicated ;in,the,~
': 'I' other such additional, information' in. respect. of..insurance~l"':,:;:'" Contract, Documents, all Work at, the site shall, be performed.
-,' , provided by'each, as thei other. may- reasonably. request: 'Failurej:':,,;<;t,; ,y, ,..during regular working hours~,and CONTRACTOR,willnot !,
.....;1')\':'.', byrOWNER'Or.ieONTRACTORffui givefany' such~notice,of:;;:i::)0.-~~~s'ipermit'overtime ,work- or..:the :performance':ofW ork,on,Sat.;,',
I objectio~ within the time provided shall constitute.acce~tance'::',:i~!'~"i;.",.W'day,S~day or any l~al h~liday ~thout OWNER's.written'" ,
. ' of such msurance purchased by the other as complymgWlth thei".:;\:.,..' " consent glVen after pnorwntten notice to ENGINEER",.
... Contract,Documents:.
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occurrence of loss to OWNER's exercise of this power. If such
objection be made, OWNER as trustee shall make settlement
with the insurers in accordance with such agreement as the
parties in',interest may reach. If required~in~writinglbyany
party in interest, OWNER as trustee shall, upon the occurrence
of an insured loss, give bond for the proper performance of
such duties.
Partial Util/zation-Property -Insurance: '
5.15. If OWNER fmds it necessary: to occupy or useta :",:,.
portion or portions of the Work prior to, Substantial Comple-::'~., "
tion of alLthe Work, such use, or occupancy may be accom-..""',:~~<",,
plished in accordance with paragraph 14. I 0;., provided that no,;(,:,:\;.. .
such use or occupancy shall commence before the insurers, '. ,., .
providing the property insurance have acknowledged notice
thereof and in writing effected the changes in coverage neces-.
sitated thereby. The insurers providing the property insurance
shall consent by endorsement on the policy or policies, but the
property insurance shall not be cancelled or lapse on account
of any such partial use or occupancy..
ARTICLE 6--CONTRACTOR'S RESPONSmILmES
Supervision and Superintendence:
6.1. CONTRACTOR shall supervise and direct the Work
competently and efficiently, devoting such attention thereto and
applying such skills and expertise as may be necessary to
perform the Work in accordance with the Contract Documents.
CONTRACTOR shall be solely responsible for the means,
methods, techniques, sequences and procedures of
construction, but CONTRACTOR shall not be responsible for
the negligence of others in the design or selection of a specific
means, method, technique, sequence or procedure of
construction which is indicated in and required by the Contract
Documents. CONTRACTOR shallbe'tesponsibhrto see that .."
the finished Work complies accurately with the Contract
Documents.
6.2. CONTRACTOR shall keep on the Work at all times
during its progress a competent resident superintendent, who
shall not be replaced without written notice to OWNER and
ENGINEER except under extraordinary circumstances. The
superintendent will be CONTRACTOR's representative at the
site and shall have authority to act on behalf of CON-
TRACTOR All communications given to the superintendent
shall be as binding as if given to CONTRACTOR
6.4. Unless otherwise specified in the General Require-
ments, CONTRACTOR shall furnish arid assume full respon-
sibility for all materials, equipment, labor, transportation,
construction equipment and machinery, tools, appliances, fuel,-
. !lower, light, heat, telephone,. water, sap,itary facilities,
temporary. facilities and all, other .facilities: and incidentals,
necessaI)' for the furnishing, performance,- testing, start-up and
completion of the Work.
6.5. All materials and equipment shall be of good quality
and new, except as othenvise provided in the Contract Doc-
uments. If required by ENGINEER, CONTRACTOR shall
furnish satisfactory evidence (including reports of required
tests) as to the kind and quality of materials and equipment.
All materials and equipment shall be applied, installed, con-
nected, erected, used, cleaned and conditioned in accordance
with the instructions of the applicable Supplier except as
othenvise provided in the Contract Documents; but no pro-
vision of any such instructions will be effective to assign to
ENGINEER, or any of ENGINEER's consultants, agents or
employees, any duty or authority to supervise or direct the
furnishing or performance of the Work or, any duty or authority
.to undertake responsibility contrary to the provisions of
paragraph 9.15 or 9.16. '
8
F1LE:H:IACCTG\COJomlAC1\MASrnRSl 1910,8
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SubstiJuJes or "Or-Equal" Items:
I 6.7.1. Whenever materials or equipment are specified or
described in the Contract Documents by using the name of
a proprietary item or the name of a particular Supplier the
I naming of the item is intended to establish the type, 6.7.3. ENGINEER.will be allowed a reasonable time
function and quality required. Unless the name is followed within which to evaluate each proposed substitute. ENGI-
by words indicating that no substitution is permitted, NEER will be the sole judge of acceptability, and no
materials or equipment of other Suppliers may be accepted substitute will be ordered, installed or utilized without
..,l".. ~O~~~Ru.::::~~=~~~~=~th~"."",."" :~~~~;~:'~:.:~.':~;~;::ed","S:;,"
the material or. equipment proposed is.equivalent.or.equal"di:~';-:.' "", ' Drawing.: OWNER may. require: CONTRACTOR-to fur~".,
" ,I,," to that named;'.The.procedure for,review.byENGINEER!::;;;",,:''\~'';r\:';' nish,at CONTRACfOR's expense:,a special..performance:..."
. will include the following as : supplemented in the, General;.;t;,;,;.~,y;,,~., ;', guarantee:.or other surety with:respect to, any. ,substitute;., , ,.;
Requirements..,Requests for review of substitute items,.of:t.!.,:,.,..."., ENGINEER will record time required by ENGINEER and., .
I material and equipment will not be accepted by ENGI-:,[.\\::.~, ENGINEER's consultants .in evaluating;. substitutions.
. . ':, NEER from,anyone other. than CONTRACTORJf CON-l;:,::~~!,;i.;'';';'', proposed by CO~crOR and in making'changes'in the ",
:. "..;:,:;;},':t;;:-TRACTOR;wishes::to' furnish; on use;:a'.substitute.item:,of~~~i-.4f':~i:.p., Contract Documents: occasioned ,thereby:, .:Whether"or: noL...,
I " material or equipment, CONTRACTOR shall make written,.;:<:::'~;;:;,,;~:, ;, ENGINEER, accepts . a . proposed" substitute, . CON-
application to ENGINEER for acceptance thereof;,",.,,,.,,., TRACTOR shall reimburse OWNER for the charges of
, " .7'~'~~".",:~'certifying,,;that;,the.:proposed,substitute,wiILperform':ade~i-j~;!<;!~:;,;oi,,,,,:. ENGINEER and.ENGINEER's:, consultants ,for evaluatiDg ';"
"'1' , quately the'functions 'and achieve the results calledfor by:v;~"., ,~-,,"" each proposed substitute:", : "
, the general design, be similar and of equal substance to that, ,. , :.
specified and be suited to the same use as that specified., C"" ;,' Coru:erning Subcontractors, Suppliers and Others:
The application' will state that the evaluation. and 7',' 6.8.1. CONTRACTOR shall not employ any Subcon-
,,1 acceptance of the proposed substitute will not prejudi~,,:" '.' ~ ' tractor, Supplier or oth~r perso~.Qr organizatio_n (including,
CONTRACTOR's achievement of Substantial Completion ,..', .'. , those acceptable to OWNER and ENGINEER as indicated
on time, whether or not acceptance of the substitute for use in paragraph 6.8.2), whether initially or as a substitute,
I in the Work will require a change in any of the Contract against whom OWNER or ENGINEER may have
Documents (or in the provisions of any other direct contract reasonable objection. CONTRACTOR shall not be
with OWNER for work on the Project) to adapt the design required to employ any Subcontractor, Supplier or other
I to the proposed substitute and whether or not incorporation person or organization to furnish or perform any of the
or use 'of the substitute in connection with the Work is Work against whom CONTRACTOR has reasonable
subject to payment of any license fee or royalty, All objection.
I variations of the proposed substitute from that specified
will be identified in the application and available 6.8.2. If the Supplementary Conditions require the
maintenance, repair and replacement service will be indi- identity of certain Subcontractors, Suppliers or other per-
I cated. The application will also contain an itemized esti- sons or. organizations (including those who are to furnish
mate of all costs that will result directly or indirectly from the principal items of materials and equipment) to be sub-
acceptance of such substitute, including costs of redesign mitted to OWNER in advance of the specified date prior to
I and claims of other contractors affected by the resulting the Effective Date of the Agreement for acceptance by
change, all of which shall be considered by ENGINEER in OWNER and ENGINEER and if CONTRACTOR has
evaluating the proposed substitute. ENGINEER may submitted a list thereof in accordance with the Supple-
require CONTRACTOR to furnish at CONTRACTOR's mentary Conditions, OWNER's or ENGINEER's acccpt-
I expense additional data about the proposed substitute. ance (either in writing or by failing to make written objec- .
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I AcfJusting Progress Schedule:
6.6. CONTRACTOR. sh~ll su~mit to EN,GINEE~ for
'" "'acceptance (to the extent mdicated~m paragraph 2.9) adJust- ....,'.
ments in the progress schedule to reflect the impact thereon of
new developments; these will conform generally to the
progress schedule then in effect and additionally will comply
with any provisions of the General Requirements applicable
thereto.
6.7.2. If a specific means, method, technique, sequence
or procedure of construction is indicated in or required by
the Contract Documents;,G0NU&4..CTOR may furnish or
utilize a substitute means, method, sequence, technique or
procedure of construction acceptable to ENGINEER, if
CONTRACTOR submits sufficient information to allow
ENGINEER to determine that the substitute proposed is
equivalent to that indicated or required by the Contract
Documents. The procedure for review by ENGINEER will
be similar to that provided in paragraph 6.7.1 as applied by
ENGINEER and as may be supplemented in the General
Requirements.
9
F1LE:H:\ACCI'G\CONTRACJ\MASJeRS\1910.8
6,9. CONTRACTOR shall be fully responsible to OWNER
and ENGINEER for all acts and omissions of the Subcon-
tractors, Suppliers and other persons and organizations per- PermiJs:
I forming or furnishing any of the Work under a direct or 6.13. Unless otherwise provided in the Supplementary
indirect contract with CONTRACTOR just as CONTRAC- Conditions, CONTRACTOR shall obtain and pay for all con-
,';i ~."::', TOR is:responsible foc'CONTRACTOR's' own acts andomis~I:'",.- ' struction' permits "and 'licenses.' OWNER shall assist CON-
'.':". :sions.- Nothing in the Contract,Documents shall create'anY'.''';'!1 TRACTOR, when necessary; in obtaining such permits and
:'; I'" 'eontraclua1relationship between' ~~R'or"ENGINEER' ani:P;:~.tt i ' 'licenses. CONTRAcrOR:shall'payall gove~entaJ. charges.'
any such Subcontractor," SupplIer" or .. other" person "'or'" ',) " and inspection fees necessary for the prosecution' of the Work,-
organization, nor shall it create any obligation on the part'of'<;'"", '" , which are applicable at the time of opening of Bids, or if there
OWNER or ENGINEER t<fpay or to see to the payment of "'/'; " ,are no Bids on the Effective Date of the Agreement. CON-
any moneys due any' such Subcontractor.. Supplier or other";:,'\-::,;;;.::. TRACTOR shall pay all charges of utility owners,for con-
person or organiZationiexcept-as: may:otherwise,be' required"bym};M;"",,:,.'.nections to, the.,W ork;' and, OWNER-shall pay: all charges: of:.'
Laws and Regulations. . , , such utility owners for capital costs related thereto such as
plant investment-fees.
6.10., The divisions and, sections.,ofthe Specificatioris ,and':"d'i:;i~ ':':"')" '
the identifications of any' Drawings shall not control CON':"" .\,.' , .., Laws and Regulations:' ' , " ,
'TRACTOR in dividing the Work among Subcontractors'or:',:., .6.14.1. CONTRACTOR . shall give all notices and
SuPpliers or delineating the Work to be performed by any:' comply with all Laws and Regulations applicable to fur-
specific trade. nishing and performance of the Work. Except where oth-
. . erwise expressly required by applicable Laws and Regu-
6.11. All Work performed for CONTRACTOR by a'.Sub:-':1-;.;,. " lations, neither OWNER nor, ENGINEER shall be respon-
contractor will be pursuant to an appropriate agreement" ' , sible for monitoring CONTRACTOR's compliance with
between CONTRACTOR and the Subcontractor which any Laws or Regulations.
officially binds the Subcontractor to the applicable terms and
conditions of the Contract Documents for the benefit of
O~R and ENGINEER and contains waiver provisions as
required by paragraph 5.11. CONTRACTOR shall pay each
Subcontractor a just share of any insurance moneys received
by CONTRACTOR on accOlmt of losses'under policies issued
pursuant to paragraphs 5.6 and 5.7.
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tion thereto by the date indicated for acceptance or objection
in the bidding documents or the Contract Documents) of any
such Subcontractor, Supplier or other person or organization
so identified may he 'revoked~"oii.\the basis of reasonable
objection after due investigation, in which case
CONTRACTOR shall submit an acceptable substitute, the
Contract Price will be i,ncreased by the difference in the cost
occasioned by such substitution and an appropriate Change
Order will be issued or Written Amendment signed. No
acceptance by OWNER or ENGINEER of any such
Subcontractor, Supplier or other person or organization shall
constitute a waiver of any right of OWNER or ENGINEER to
reject defective Work.
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Patent Fees and Roya/Jies:
6.12. CONTRACTOR shall pay all license fees and roy-
, alties and assume all costs incident to the Use in the perfor-
mance of the Work or the incorporation in the Work of any
invention, design, process, product or device which is the
subject of patent rights or copyrights held by others. If a
particular invention, design, process, product or device is
specified in the Contract Documents for use in the performance
of the Work and if to the actual knowledge of OWNER or
ENGINEER its use is subject to patent rights or copyrights
calling for the payment of any license fee or royalty to others,
the existence of slichtnghtiFsh'iill be di~closed by'OWNER in
the Contract Documents. CONTRACTOR shall indemnify and
hold harmless OWNER and ENGINEER and anyone directly
or indirectly employed by either of them from and against all
claims, damages, losses and expenses (including attorneys' fees
and court and arbitration costs) ari~jng out of any infringement
of patent rights or copyrights incident to the use in the
performance of the Work or resulting from the incorporation '
in the Work of any invention, design, process, product or
device not specified in the Contract Documents, and shall
defend all such claims in connection with any alleged
infringement of such rights.
6.14.2. If CONTRACTOR observes that the Specifi-
cations or Drawings are at variance with any Laws or
Regulations, CONTRACTOR shall give ENGINEER
prompt written notice thereof, and any necessary changes
will be authorized by one of the methods indicated in
paragraph 3.4. If CONTRACTOR performs any Work
knowing or having reason to know that it is contrary to
such Laws or Regulations, and without such notice to
, ENGlNEER, CONTRACTOR shall bear all costs arising
therefrom; however~ it shall not be CONTRACTOR's pri-
mary responsibility to make certain that the Specifications
and Drawings are in accordance with such Laws and
Regulations .
Taxes:
10
F1L1!:H:IACCTG\CONI'RACI\MASI'I!RS\ 191 0,8
Use of Premises:
6.16. CONTRACTOR shall confine construction equip-
ment, the storage of materials and equipment and the oper-
ations of workers to the Project site and land and areas iden-
tified in and permitted by the Contract Documents and other
land and areas permitted by Laws and Regulations, rights-
of-way, permits and easements, and shall not unreasonably
encumber the premises with construction equipment or other
materials or equipment. CONTRACTOR shall assume full '
responsibility for any damage to any such land or area, or to
the owner or occupant thereof or of any land or areas contig-
I uous thereto, resulting from the performance of the Work. 6.20.1. all employees on the Work and other persons
Should any claim be made against OWNER or ENGINEER and organizations who may be affected thereby;
}.,~.<"~'"by any.such\owner;or!occupant'because ofthe,performance,of.lf<I':c.";:."",,.,'i:"i, '.... ,.,,"
:i",:,-" the W ork;CONTRACTOR shall promptly 'attemptto.settle,"J!,~~i;;','~;'.:,: ,', 6.20.2. all the Work-and materials,and,equipment to.be",
.ii '" '. wi~such'o~er p.artyby: agreement-ior otherwise resolve,:the.~':";:'':i.:,;'"-,,, " " incorporated:,therein;,whethercin storage,on:orof'f the:site;.;,.
","__ ,...' 'claun by'arbltranon orat:law..,CONTRACTORshall"to,the::'\i'.:,'.n~"::,:,":' and ,... .,
,,,..,. 'f,': fullest extent permitted',by:..Lawsand' Regulations; indemnUyA-::"L<\ ;:'". '
'1 and hold OWNERand ENGINEER harmless fromand:againsh',,.,',;-"i.... 6.20.3. other property.,at the, site, or adjacent-thereto,,'
., . all claims, damages~ losses 'and expenses, (including;.butnot,\:.:!.;.,.'.. ~:' including.. trees, shrubs;,iawns;,.walks; pavements;..road-.,
. ,.\={.:, ; ',;". limited:to;'.fees:: of; engineers;, architects;lattomeys-and'. other;;\l1tf~:~:';::F ,r,; ways;' structures;. utilities i and: Underground: F aciliiies.~ot,~:' ,
I' professionals and court and arbitration costs}arising'directly;:;"~,,,.:..:, designated for. removal, relocation or replacement.in the.
indirectly or consequentially out of any action, legal or equi- ,; :~. {..,' , course of construction. "
....:.. table, brought by any such'other party'against-OWNER.or:.:".':;:...,'
"'1:' , . ENGINEER to.th.'e:extent, based on:a clairilarising'out.oLi"':;""", CONTRACTOR shall comply:with:all.applicableLawsand
, CONTRACTOR'~ performance of the Work.,: : ' ....: Regulations of any public body..having jurisdiction foe the
" safety of persons or property or to protect them from damage,
6.17. During the progress of the Work, CONTRACTOR.: " , injury or loss; and shall erect mid maintain all necessary,
.1 shalL keep ,the premises free from. accumulations of, waste, !.-;, '" safeguards for such s.afety JUld p.rotecti.o~.; CONTRACTOR
materials, rubbish and other debris resulting from.the;Worb:;,./,.~,,' shall notify owners of adjacent. property. and. of Underground , ,.,
At the completion of the Work CONTRACTOR shall remove, ',', Facilities and utility owners when prosecutio~ of the Work
I all waste materiaJs, rubbish and debris from and about the may affect them, and shall cooperate with them in the pro-
premises as well as all tools, appliances, construction equip.- tection, removal, relocation and replacement of their property.
ment and machinery, and surplus materials, and shall leave the All damage, injwy or loss to any property referred to in
I. site clean and ready for occupancy by OWNER CON- paragraph 6.20.2 or 6.20,3 caused, directly or indirectly, in
TRACTOR shall r:estore to original condition all property not whole or in part, by CONTRACTOR, any Subcontractor,
designated for alteration by the Contract Documents. Supplier or any other person or organization directly or indi-
I recdy employed by ai1y of them to perform or furnish any of
6.18. CONTRACTOR shall not load nor permit any part of the Work or anyone for whose acts any of them may be liable,
any structure to be loaded in any manner that will endanger the shall be remedied by CONTRACTOR (except damage or loss
I structure, nor shall CONTRACTOR subject any part of the attributable to the fault of Drawings or Specifications or to the
Work or adjacent property to stresses or pressures that will acts or omissions of OWNER or ENGINEER or anyone
endanger it. employed by either of them or anyone for whose acts either of
I them may be liable, and not attributable, directly or indirectly,
Record Documents: in whole or in part, to the fault or negligence of CON-
6.19. CONTRACTOR shall maintain in a safe place at the TRACTOR). CONTRACTOR's duties and responsibilities for
site one record copy of all Drawings, Specifications, Addenda, the safety and protection of the Work shall continue until such
I' Written' Amen~ents, Change Orders, Work Directive time as all the Work is completed and ENGINEER has issued
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6.15. CONTRACTOR shall pay all sales, consumer, use
and other similar taxes required to be paid by CONTRACTOR
in accordance with the Laws and Regulations of the place of
the Project-which'are applicable during the performance of the
Work.
Changes, Field Orders and written interpretations and
clarifications (issued pursuant to paragraph 9.4) in good order
and annotated to show all changes made during construction.
These record documents together.withall approved samples
and a counterpart of all approved Shop Drawings Will be
available to ENGINEER for reference. Upon completion of the
Work, these record documents, samples and Shop Drawings
will be delivered to ENGINEER for OWNER
Sqfety and Protection:
6.20. CONTRACTOR shall be responsible for initiating,
maintaining at).d supervising all safety precautions and pro-
grams in connection with the Work. CONTRACTOR shall
take all necessary precautions for the safety of, and shall
provide the necessary protection to prevent damage, injury or
loss to:
II
FlL.Jl:H;\ACcrG\CO/mlACl\MASffiRSlI910.8
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I Emergencies:
6.22. In emergencies affecting the safety or protection of
persons or the Work or property at the site or adjacent thereto,
I CONTRACfOR, without special instruction or authorization
from ENGINEER or OWNER, is obligated to act to prevent
. threatened damage, injury or loss. CONTRACTOR shall give
I ENGINEER prompt written notice if CONTRACTOR
believes that any significant changes in the Work or variations
":';~e". c, frofil' ,the , Contract 'Documents'have' been caused"thereby;', If""""::,,,,.., ','" .' 6.26: ENGINEER will review,and'approve, with reasonable.,'
, :' ,'.,' ENGINEER. determines:that..a . change"'in . the '. Contract-:.;;,'"i"'''' ., promptness Shop ,Drawings and samples, ,but ENGINEER's,.,.
,I Documents is required'because of the action takenin.response~")i:,,<,,,..,, review and approval,willbe.only:.for,conformance ,with.,the! ,
,',,: ' to an emergency~'a' Work Directive Change or Change OrderJ;'~','.",,:,,::,: 'design. concept ..of the ;Project. and, for. compliance'.with,.the".
, will be issued todocwnent-the consequences' of the changes or,'",":,;" , :.,.' information given' in the : Contract Documents and. shall not, '
c 'I variations. extend to means, methods, techniques, sequences or procedures.
of construction (except where a specific means, method.
,,;,I.p ':~'.ShopDraw;ngs,'and.samples:"!>":(':',:,:, :,.",~, '.,. .. ~ ':,"~;": -, technique;: sequence or procedure oLconstruction,is'.indicated,:.
1", 6;23. Aftercheckingandverifyingallfieldmeasurements'~:':'7;'!:" ,in or required by the Contract, Documents) or to.safety
. and after complying with applicable procedures specified, in the'.'"..,,;:,;;,:' . precautions ,or, programs. incident thereto." The review. and.
"';'.-<'- '.: Generak'Requirements,:":.CONTRAcrOR: :shalL'submit;"to:~<ff;;::'i'V"f_, approval'ofa,separate,item.as ,such will not, indicate, approval ""
"'1- " ENGINEER.for'review and approval in accordance with the <~.~ '~;,,: ,.,,>, of the assembly in which the'item functions. .CONTRACTOR..
accepted schedule of Shop Drawing submissions (see para-, :;,,' , , shall make corrections required by ENGINEER, .and shall,
graph 2.9), or for other appropriatecaction if so indicated in the ' .',' return the required, number of corrected copies of Shop
Supplementary Conditions, five" copies (unless otherwise.., Drawings and submit as required new samples for review and
I . specified ,in the General,Requirements) of all Shop Drawings, ;.,. ' approval. CONTRACTOR .shall' direct specific attention .in,
which will bear, a stamp or specific written indication 'that ;,";" ' "writing to revisions, other .than ,the corrections called for, by
I CONTRACTOR has satisfied CONTRACTOR's responsi-;: ". ENGINEER on previous submittals, '
biIities under the Contract Documents with respect to the
review of the submission. All submissions will be identified as
ENGINEER may require. The .data shown on the Shop
I Drawings will be complete with respect to quantities, dimen-
sions, specified performance and design criteria, materials and
similar data to enable ENGINEER to review the information
I as required.
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a notice to OWNER and CONTRACTOR in accordance with
paragraph 14.13 that the Work is acceptable (except as
otherwise expressly provided in connection with Substantial
Completion~;''''''''' , '" .'".
6.21. CONTRACTOR shall designate a responsible rep-
resentative at the site whose duty shall be the prevention of
accidents. This person shall be CONTRACTOR's superin-
tendent unless otherwise designated in writing by CON-
TRACTOR to OWNER
6.24. CONTRACTOR shall also submit to ENGINEER
for review and approval with such promptness as to cause no
delay in Work, all samples required by the Contract Doc-
uments. All samples will have been checked by and accom-
panied by a specific written indication that CONTRACTOR
has satisfied CONTRACTOR's responsibilities under the
Contract Documents with respect to the review of the sub-
mission arid will be identified clearly as to material, Supplier,
pertinent data such as catalog numbers and the use for which
intended .
~..'1 ....'. _~ , ' .
6.25.1. Before submission of each Shop Drawing or
sample CONTRACTOR; shall have determined and verified";,,~
all quantities, dimensions, specified performance criteria.
installation requirements, materials, catalog numbers and
similar data with respect thereto and reviewed or
coordinated each Shop Drawing or sample with other Shop
Drawings and samples and with the requirements of the
Work and the Contract Documents.
6.25.2. At the time of each submission, CONTRAC-
TOR shall give ENGINEER specific written notice of each
variation that, the Shop Drawings or samples may have
from the requirements of the Contract Documents, and, in
addition, shall cause a specific notation to be made on each
Shop Drawing submitted to ENGINEER for review and
approval of each such variation.
6.27. ENGINEER's review and approval of Shop Drawings
or samples shall not relieve CONTRACTOR from
responsibility for any variation from the requirements of the
Contract Documents unless CONTRACTOR has in writing
called ENGINEER's attention to each such variation at the
time of submission as required by paragraph 6.25.2 and
ENGINEER has given written approval of each such variation
by a specific written notation thereof incorporated in or
accompanying the Shop Drawing or sample approval; nor will
any approval by ENGINEER relieve CONTRACTOR from
responsibility for errors or omissions in the Shop Drawings or
from responsibility for having complied with the provisions of
paragraph 6.25. ] .
6.28. Where a Shop Drawing or sample is required by the
Specifications, any related Work performed prior to ENGl-
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F1LE:H:IACcrG\COmllACl\MASTERS\1910,8
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NEER's review and approval of the pertinent submission will
be the sole expense and responsibility of CO~tTOR.
Related Work at Site:
7.1. OWNER may perform other work related to the Proj-
ect at the site by OWNER's own forces, have other work
'Continuing the Work:'" '" .. "'~,'p< ' "\f:;.'~".' performed by utility owners or let other direct contracts-there""
6.29. CONTRACfOR shall carry on the Work and adhere for which shall contain General Conditions similar to these. If
to the progress schedule during all disputes or disagreements the fact that such other work is to be petformed was not noted
with OWNER. No Work shall be delayed or postponed pend- in the Contract Documents, written notice thereof will be given
ing resolution of any disputes or disagreements, except as to CONTRACfOR prior to starting any such other work; and,
permitted by paragraph 15.5 or as CONTRACfOR and if CONTRACTOR believes that such performance will
OWNER may otherwise agree in writing. involve additional expense to CONTRACTOR or requires
additional time and the parties are unable to agree as to the
extent thereof: CONTRACfOR may make a claim there for as
provided in Articles 11 and 12.
Indemnification:
6.30. To the fullest extent permitted by Laws and Regu-
lations CONTRACTOR shall indemnify and hold harmless
OWNER and ENGINEER and their consultants, agents and 7.2. CONTRACTOR shall afford each utility owner and
employees from and against all claims, damages, losses and other contractor who is a party to such a direct contract (or
expenses, direct, indirect or consequential (including but not OWNER, if OWNER is performing the additional work with
limited to fees and charges of engineers, architects, attorneys OWNER's employees) proper and safe access to the site and
and other professionals and court and arbitration costs) arising a reasonable opportunity for the introduction and storage of
out'of or-' resulting from 'the 'performance,'of,the'W ork;'such ....,,,,,' " ,materials and equipment- and ,the execution,ofsuch work;. and , .
claim, damage, loss or expense (a)'is attributable' to: bodily:/..;~.".". shall properly connect. an&coordinate theWork,with theirs..,
injury, sickness, disease'oT.'deatlt; ,or to' injury to or'destruction'l. C:":,".{"f' , CONTRACfOR shall do all cutting, fitting and patching:of,the >.
of tangible property (other than the W orkitself) including .the'",,';"", .W ork that may., be ,required .to make', its several parts, ccme.
loss of use resulting therefrom and (b) is' caused in whole'orin,..u:.,::"; . , together properly and integrate with. such other work., CON-,
part by any negligent act or omission of CONTRACTOR,. any ";.: .' "",'. ;.TRACfOR shall not endanger, any work of others by cutting,.
. Subcontractor,. any person or organization directly or indireCtly.~..;,:;,~".:,.;. :excavating or otherwise altering their work and will only,cut, '
';~'i!';:'~i~,;'.remployed".by'any'of.them\to'petform'orf.fumish~.any;iof:the;,~,~::,);,;':'" ;.or alter.theirworkwith.the.written.consentof,ENGINEER',and::.
I Work or anyorie for whose, acts any' of them may be liable/ :,..;\"" ,', .". the, others whose work will,: be. affected. The, duties and
... regardless' of whether or not it, is:caused in part, by a party J";,~"::,,,:':, -'. responsibilities of CONTRACTOR under this paragraph are ' ,
.,.;,;:,;(("..,4'.',.! indemriified',hereunder;or,arises.,by,ods :imposed, by,:LaW!.andl';'~;,i::i'f.~'i,.',forthe benefit, of such, utility.. owners ,and other, contractors ,to ,:....
, .- I' " . , Regulations regardless of the negligence of-any: such 'party.';" ~' ,,:"f:,', ',: : the extent that there are comparable. provisions, for the benefit,.
of CONTRACfOR in said direct contracts between OWNER,
6.31. In 'any and all claims against OWNE~ or ENGI-., . and such utility owners and other contractors.
I NEER or any of their consultants, agents or employees by any , '.
- employee of CONTRACTOR, any Subcontract!}'T, any,person:';' 7.3...-If any part.of CONTRACTOR's Work depends, for
or organization directly or indirectly employed by' any of them ' , proper execution or results upon the work of any such other
to perform or furnish any of the Work or anyone for whose contractor or utility owner (or OWNER), CONTRACTOR
I acts any of them may be liable, the indemnification obligation shall inspect and promptly report to ENGINEER in writing
under paragraph 6.30 shall not be limited in any way by any any delays, defects or deficiencies in such work that render it
limitation on the amount or type of damages, compensation or unavailable or unsuitable for such proper execution and
I benefits payable by or for CONTRACfOR or any such results. CONTRACTOR's failure so to report will constitute
Subcontractor or other person or organization under workers' an acceptance of the other work as fit and proper for integra-
or workmen's compensation acts, disability benefit acts or tion with CONTRACfOR's Work except for latent or non
I other employee benefit acts. apparent defects and deficiencies in the other work.
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I ARTICLE 7 - OTHER WORK
I
6.32. The obligations of CONTRACTOR under paragraph
6.30 shall not extend to the liability of ENGINEER,
ENqINEER's consultants, agents or employees arising out of
the preparation or approval of maps, drawings, opinions,
reports, surveys, Change Orders, designs or specifications.
Coordination:
7.4. If OWNER contracts with others for the performance
of other work on the Project at the site, the person or
organization who will have authority and responsibility for
coordination of the activities among the various prime con
tractors will be identified in the Supplemental)' Conditions,
and the specific matters to be covered by such authority and
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mE:H:\ACcrG\CONTllAC1\MASTERS\1910.8
responsibility will be itemized, and the extent of such authority
and responsibilities will be provided. in the Supplementary
Conditions. Unless otherwise provided in the Supplementary
Conditions, neither OWNER nor ENGINEER'sniill have"any"
authority or responsibility in respect of such coordination.
ARTICLE 8-0WNER'S RESPONSmILITIES
8.1. OWNER shall issue all communications to CON-
TRACTOR through ENGINEER. .
8.2. In case of termination of the employment 'of ENGI-
NEER, OWNER shall appoint an engineer against whom
CONTRACTOR makes no reasonable objection, whose status
under the Contract Documents shall be that of the former
ENGINEER. Any dispute in connection with such appointment
shall be subject to arbitration.
8.5. OWNER's responsibilities in respect ofpurchasing>"-~
and maintaining liability and property insurance are set forth,." , .,
in paragraphs 55 through 5;8.
8.6. OWNER is obligated to execute Change Orders as.
indicated in paragraph 10.4.
8.7. OWNER's responsibility in respect of certain
inspections, tests and approvals is set forth in paragraph 13.4.
8.8. In connection with OWNER's right to stop Work or,
suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2
deals with OWNER's right to terminate services of CON-
TRACTOR under certain circumstances.
ARTICLE 9-ENGINEER'S STATUS DURING
CONSTRUCTION
Owner's Representative:
9.1. ENGINEER will be OWNER's representative during
the construction period. The duties and responsibilities and the
limitations of authority of ENGINEER as, OWNER's
representatlve during construchon are set forth m the Contract
Documents and shall not be extended without writteii'consent
of OWNER and ENGINEER.
VISits to Site:
9.2. ENGINEER will make visits to the site at intervals
appropriate to the various stages of construction to observe the
progress and quality of the executed Work and to determine,
in general, if the Work is proceeding in accordance with the
Contract Documents. ENGINEER will not be required to
make exhaustive or continuous on-site inspections to check the
quality or quantity of the Work. ENGINEER's efforts will be
directed toward providing for OWNER a greater degree of
confidence that the completed Work will conform to the
Contract Documents. On the basis of such visits and on-site
observations as an experienced and qualified design profes-
sional, ENGINEER will keep OWNER informed of the prog-
ress of the Work and will endeavor to 'guard OWNER against
defects and deficiencies in the ,Work., '. ,-
~: Clarifications and Interpretations:., -
9.4. ENGINEER will issue with reasonable promptness
such written clarifications or interpretations of the require-
ments of the Contract Documents (in the form of Drawings or
otherwise) as ENGINEER may determine, necessary, which
shall be consistent with or reasonably inferable from the
overall intent of the Contract Documents. If CONTRACTOR
believes that a written clarification or interpretation justifies an
increase in the Contract Price or an extension of the Contract
Time and the parties are unable to agree to the amoUnt or
extent thereof: CONTRACTOR may make a claim there for as
provided in Article 11 or Article 12.
Authorized Variations in Work:
9.5. ENGINEER may authorize minor variations in the
Work from the requirements of the Contract Documents which
do not involve an adjustment in the Contract Price or the
Contract Time and are consistent with the overall intent of the
Contract Documents. These may be accomplished by a Field
Order and will be binding on OWNER, and also on
14
FlLE:H:\ACCTGICONl'RAC1\MAS'll!RS\1910,8
9.12. When functioning as interpreter and judge under
paragraphs 9.10 and 9.11, ENGINEER will not show par-
tiality to OWNER or CONTRACTOR and will not be liable
in connection with any interpretation or decision rendered in
good faith in such capacity. The rendering of a decision by
ENGINEER pursuant to paragraphs 9.10 and 9.11 with
respect to any such claim, dispute or other matter (except any
which have been waived by the making or acceptance of final
payment as provided in paragraph 14.16) will be a condition
precedent to any exercise by OWNER or CONTRACTOR of
such rights or remedies as either may otherwise have under the
Contract Documents or by Laws or Regulations in respect of
any such claim, dispute or other matter.
9.8;-.. Incorinection.with,'ENGINEER's' responsibilities'as':,:<> '", ii,..:, "
:: -,. to Change Orders; see Articles. 10,.11 and,12.1'... ,. " ..-:';.:..-"'" Limitations on ENGINEER's Responsibilities:,,;, '. .' '..
I . 9.13. Neither ENGINEER's authority to act under this
9.9. In connection with.ENGINEER's responsibilities,int",~i""""", Article ,9 or elsewhere, in the Contract ,Documents, nor, any"
respect of Applications,for,Paymentj:etc...;.see<ArticleJ4:'c'.,...;"."....;O'i.. ' decision made by ENGINEER in good faith either..to exercise,.
I' or not exercise such authority shall give rise to any duty or
'" :, Determinations for Unit, Prices: ".c',?, ,:"'C '..' ", ':. ,., , JE. ,:.. responsibility of ENGINEER to CONTRACTOR any:Sub-
,,:,;;;;.:;'.....,.,: "..,: 9.10. ENGINEER-Will determine.the'actual.quantities:and~:.6,;\~\"";';~'contractor,.' any.-Supplier,. or,' any other' person or organization':'
',' 'I' , classifications;. of, Unit, Pri~ 'W ?rk. ~ormed ..by-, CON-:'~':1:;~:)" .~, performing any of the Work; or to any surety for any of them.'. '
TRACTOR ENGINEER will reVlew,Wlth,CONTRACTORi":5:'.::; "
,~~,:';J,,,7 ,'ENGINEERls:"preliminary.;,determinations'i,on.i'such'imaiters'f-"~",,tl.c,,~ ,.: ,~. ,9.14. ",Whenever in ,the Contract,Documents ,the, terms:~'as..
b ti d. 'tt d .. th (b d ed"" dir ted" " . ed"" II edIt "
"1" eorerenenng,awnen',eclslon,:, ereon~ y,recomm, en-,':r""""..:,;orer ,.,..as ec ..."asreqwr ,;',asaow ,..,as
dation of an Application for PaYment or. otherwise).: ENGk,~!, "',' approved" ,or terms of like effect or.import are used, or the
NEER's written decisions thereon will be final'and binding,..;;: adjectives ~ 'reasonable' " "suitable' ',-' 'acceptable", ' 'proper"
upon OWNER and CONTRACTOR, unless, within ten days:. . or "satisfactory" or adjectives oflike effect or import ace used '
,:...1 after the date of any suchdeeision, either OWNER or CON-:" ".' ' -' to describe a requir~~ent, direction,review.or judgme.:':lt of,:.
. , TRACTOR delivers to the other party to the Agreement and:,.-,.":,,,,,.. ENGINEER, as to the, Work, . it is intended that, such,
to ENGINEER written notice of intention to appeal from such, '. requirement, direction, review or judgment will be solely to,
I a decision. evaluate the Work for compliance with the Contract Docu-
ments (unless there is a specific statement indicating other-
Decisions on Disputes: wise). The use of any such term or adjective shall not be
'I 9.11. ENGINEER will be the initial interpreter of the effective ~ assign to ENGINEER any duty or authority to
requirements of the Contract Documents and judge of the supervise or direct the furnishing or performance of the Work
acceptability of the Work thereunder. Claims, disputes and or any duty. or authority to undertake responsibility contrary to
I other matters relating to the acceptability of the Work or the the provisions of paragraph 9.15 or 9.16.
interpretation of the requirements of the Contract Documents
pertaining to the performance and furnishing of the Work and
I claims under Articles 11 and 12 in respect of changes in the
Contract Price or Contract Time'will be referred initially to
ENGINEER in writing with a request for a formal decision in
accordance' with this paragraph, which ENGINEER will
I render in writing within a reasonable time. Written notice of
each such claim, dispute and other matter will be delivered by
the Claimant. to ENGINEER and the other party to' th~
I Agreement promptly (but in no event later than thirty days)
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I Shop Drawings, Change Orders and Payments:
9.7. In connection with ENGINEER's responsibility for
Shop Drawings and samples, see paragraphs 6.23 through 6.29
inclusive.
:,;.~I">",,,..
CONTRACTOR who shall perform the Work involved
promptly. If CONTRACTOR believes that a Field Order
justifies an increase in the Contract Price or an extension of the
'" Contract Time and the parties are'unable,to"agree as to the '.
amoWlt or extent thereof, CONTRACTOR may make a claim
there for as provided in Article 11 or 12.
Rejecting Defective Work:
9.6. ENGINEER will have authority to disapprove or
reject Work which ENGINEER believes to be defective, and
will8lso have authority to require special inspection or testing
of the Work as provided in paragraph 13.9, whether or not the
Work is fabricated, installed or completed.
after the occurrence of the event giving rise thereto, and
written supporting data will be submitted to ENGINEER and
the other party within sixty days after such occurrence unless
", ENGINEER allows an additional perio<f;oftime to ascertain
more accurate data in support of the claim.
9.15. ENGINEER will not be responsible for CON-
TRACTOR's means, methods, techniques, sequences or pro-
. cedures of construction, or the safety precautions and programs
incident thereto, and ENGINEER will not be responsible for
CONTRACTOR's failure to perform or furnish the Work in
accordance with the Contract Documents.
9.16. ENGINEER will not be responsible for the acts or
omissions of CONTRACTOR or of any Subcontractor, any
15
F1LE:H:IACcrG\COmRACJ\MASrnRSlJ910,8
11.1. The Contract Price constitutes the total compen-
sation (subject to authorized adjustments) payable to CON-
TRACfOR for performing the Work. All duties, responsibil-
ities and obligations assigned to or undertaken by CON-
TRACTOR shall be at his expense without change in the
10.2. If OWNER and CONTRACfOR are unable to Contract Price.
I agree as to the extent, if any, of an increase or decrease in the ,
<'.' ''''. C~?~~t ,~,~ or an extensio~ or sho~ning of th~ ~ontr~~t.. . <' .' . 11.~. The Contract. Price may only be chan~ed by a
~'a~, -.,' TIme 'that shoUld'be'allowed'as'a'restiltof a 'WorkDlTective~;;'i:""'"'''' Change Order or by'a WnttenAmendment:-Any claw for an".
. {n, . . Change, a claim- may .be made there for as provided in:. Article~;,':'~"~~:~:.:1 ':~ro':" . increase 'or:decrease in the' Contract Price shall bel based,' on;
I .. 11 or Article 12 written notice'delivered by the party making the claim to the'
, .. other party and to ENGINEER promptly (but in no event later
10.3. CONTRACfORshall not be entitled to airincrease';i~";"i,",'than.thirtydays) after the'occurrence' of the event giving rise'
I in the Contract Price or an extension of the ContractTime with ',,,,,;,; ~..: ; to the claim and stating the general nature of the claim. Notice .
. , respect. to" any:, W ork'performed that.js".not'.tequired,by ,the~~/.'ri;;~,;',;,,:, of the.. amount of. the claim with ,supporting, data.. shall be'
., ,~'J" ,': :':COntract DoCUnlents,' as"amended;:modified 'and'supplemented't.<i ~J;H{':.':.,deli vered ':within ':sixty,;days,~after',such ';occurrence." (unless :; ,
'I' as provided in par8graphs 3.4 and 3.5"except in the case of an "ik.;.;/"'; c~ ENGINEER allows an additional period of time to 'ascertain, ,
emergency'as provided 'in paragraph ,6:22 and except. in;the~\".'!'l,\"il' more accurate ' data. in support of the claim) and shall, be '
",," "'caseofuncoveringW orkas'providedrin'paragraph~13 ;9t':~"::~;'f.':~l:~:'~'ri!l accompanied;by' claimant's written statement that the' amount..
I claimed covers all known amounts (direct, indirect and con-'
10.4. OWNER and CONTRACfOR shall execute appro-',;,')" sequential) to which the claimant is entitled as a result of the
priate Change Orders (or Written Amendments) covering: .'. " ,., occurrence of said event~ All claims for adjustment in the
I Contract Price shall be determined by ENGINEER in accor-
, 10.4.1. changes..in the Work which are ordered'by .'.. dance with paragraph 9.1 LifOWNER and CONTRACfOR
OWN ER pursuant to paragraph 10.1, are required because ,/.. cannot otherwise agree on' the amount involved. No claim for'
I of acceptance of deftctive Work under paragraph 13 ,13 or ' , an adjusbnent in the Contract Price will be valid if not
correcting detective Work under paragraph 13.14, or are submitted in accordance with this paragraph 11.2.
agreed to by the parties;
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Supplier, or of any other person or organization performing or
furnishing any of the Work.
." '~"ri""'''
; :t;,'i"; .('tt}o~'
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ARTICLE 10--CHANGES IN THE WORK
10.1. Without invalidating the Agreement and without
notice to any surety, OWNER may, at any time or from time
to time, order additions, deletions or revisions in the Work;
these will be authorized by a Written Amendment, a Change
Order, or a Work Directive Change. Upon receipt of any such
document, CONTRACTOR shall promptly proceed with the
Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise
specifically provided).
10.4.2. changes in the Contract Price or Contract Time
which are agreed to by the parties; and
10.4. 3 . changes in the Contract Price .or Contract
Time which embody the substance of any written decision
rendered by ENGINEER pursuant to paragraph 9.11;
provided that, in lieu of executing any such Change Order,
an appeal may be taken from any such decision in
accordance with the provisions of the Contract DOCuments
and applicable Laws and Regulations, but during any such
appeal, CONTRACTOR shall cany on the Work and
adhere to the progress schedule as provided in paragraph
6.29. . '
10.5. Ifnotice of any change affecting the general scope of
the Work ()r the provisions of the Contract Documents
(including, but not limited to, Contract Price or Contract Time)
is required by the'provisions"of any Bond to be "given to a
SW'ety, the giving of any such notice will be CONTRACfOR's
responsibility, and the amount of each applicable Bond will be
adjusted accordingly.
ARTICLE ll-CHANGE OF CONTRACT PRICE
11.3. The value of any Work covered by a Change Order
or of any claim for an increase or decrease in the Contract
Price shall be determined in one of the following ways:
11.3.1. Where the Work involved is covered by unit
prices contained in the Contract Documents, by application
of unit prices to the quantities of the items involved (subject
to the provisions of paragraphs 11.9.1. through 1 1.9.3,
inclusive).
11.3.2. By mutual acceptance of a lump sum (which
may include an allowance for overhead and profit not
necessarily in accordance with paragraph 11.6.2.1).
11.3.3. On the basis of the Cost of the Work (deter-
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F1LI!:H:\ACCTG\CONTRACl\MAmRS\1910.8
11.4.1. Payroll costs for employees in the direct employ
of CONTRACTOR in the performance of the Work under 11.4.5.2. Cost, including transportation and main-
schedules of job classifications agreed upon by OWNER tenance, of all materials, supplies, equipment, machin-
1,,' and CONTRACTOR PayroIl costs for employees not ery, appliances, office and temporary facilities at the
employed full time on the Work shall be apportioned on the site and hand tools not owned by the workers, which are
'~i;;;,"~,~""",,;;,:- ..basis' of..theiF,. time,spent'on-'the..Work.-,PayroIlcosts,:shaIl \',i'...;"":;,~;.~~'Ji.i~." ,'.", consumed in the performance 'of. the' Work; and'costless "
include, but not be limited to,: sal~esand wages, plus the, 'li:;i~h.~ ;,., 't.:. ..,':-' markeL value of such,jtems, used. ,but not" consumed-.: '
cost of fringe benefits whichshall.include, social securitycr.~'.r(";"'0: "':';,'.'" which remain the property.' of CONTRACTOR" ;',"," ,
contributions, unemployment". excise': and ';payroIl': taxesV~,;'~.i1.;;:; ,:.y\~' ,::: ',' ",
workers'or workmen~scompensation,' health. and retirement::,w,~n'~<l'?:"~'" 11.4.5.3. Rentals' of all constructionequipment:and~
'I benefits, bonuses, sick leave, vacation and holidaypay""::'~:";';', ';:' machinery and the parts, thereof whether rented from
applicable. thereto. ,Such, :.employees. . shaII :. include,;".;":;:';",,,: ';, ~', CONTRACTOR or others in. accordance with rentaL
....'~.:.7;;"Y ::~':; superintendents: and, foremen-at'the:'site~:'The:expenses,'ofi'f.\,,~.f,;;\':n~'.:,~,i~:,~ {, '.c. agreements. approved'by,;OWNER-.with. the, advice"ot ,:"
I performing Work after regular working' hours, on SaturdaY;":",':'iFy..;;::,: .; ENGINEER, and the . costs of transportation, loading,
,,' SWlClay orIegal holidays, shall be included in the above to .': ,;: ,:', ) "',.' . , unloading, instaIlation, dismantling ,and removal
. ,~. ;;;, ..'. ~,~..: ,::the extent:authorized by OWNER :". i, ,;. :..':. ". ,:~, T',. "".:' :i::,-;:;~;.;..; ,. " ,': thereof--aIl in accordance'" with . terms of said . rental,
"
'I' agreements. The rental of any such equipment, machin-
" 11.4.2. Cost of all materials and equipment furnishedc::,~:,.',' ery or parts shaIlcease when, the ~e thereof is no
and incorporated in the Work, including costs of trans-.,.,..;, longer necessary for the Work. '
portation and storage thereof; and Suppliers'. field services", .-', .'.'"
I required in connection therewith. AIl cash discountsshall'-,>" c.'
accrue to CONfRACTOR unless OWNER deposits funds, :;I~,:'.", '
with CONTRACTOR with which to make payments, in
I which case the cash discounts shall accrue to OWNER All
trade discounts, rebates and refunds and all returns from
sale of surplus materials and equipment shall accrue to
I OWNER, and CONTRACTOR shaIl make provisions so
that they may be obtained.
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mined as provided in paragraphs 11.4 and 11.5) plus a
CONTRACfOR's Fee for overhead and profit (detefinined as
provided in paragraphs 11.6 and 11.7).
to the other provisions of the Contract Documents insofar
as applicable.
"'--i'"
1.:::.V;.ffn;"
11.4.4: Costs;ot:'special consultants, (including but not
limited to engineers, architects, testing laboratories, sur-
veyors, attorneys and accountants) employed for services
specifically related to the Work.
- -, _'\.~.~; ,~
Cost of the Work:
11. 4. The term Cost of the Work means the sum of all
costs necessarily incurred and paid by CONTRACTOR in the
proper performance of the Work. Except as otherwise may be
agreed to in writing by OWNER, such costS shall be in
amounts no higher than those prevailing in the locality of the
Project, shall include only the foIlowing items and shall not
include any of the costs itemized in paragraph 11.5:
11.4.5. Supplemental costs including the following:
11.4.5.1. The proportion of necessary transporta-
tion, travel and subsistence expenses of CONTRAC-
TOR's employees incurred in discharge of duties con-
nected with the Work.
, 1 I.4,5A.,_Sall::~, cOQSum~.!, use,..,~r similar taxes
related to the Work, and for which CONTRACTOR is
liable, iinposed by Laws and Regulations.
11.4.5.5. Deposits lost for causes other than negli-
gence of CONTRACTOR, any Subcontractor or anyone
directly or indirectly employed by any of them or for
whose acts any of them may be li'abIe, and royalty
payments and fees for permits and licenses.
11.4.3. Payments made by CONTRACTOR to the
Subcontractors for Work performed by Subcontractors. If
required by OWNER, CONTRACTOR shall obtain
competitive bids from Subcontractors acceptable to CON-
TRACTOR and shaIl deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which
bids wiII be accepted. If a subcontract provides that the
Subcontractor is to be paid on the basis of Cost of the
Work Plus a Fee, the Subcontractor's Cost of the Work
shall be determined in the same manner 3;S CONTRAC-
TOR's Cost of the Work. All subcontracts shall be subject
11.4.5.6. Losses and damages (and related
expenses), not compensated by insurance or othenvise,
to the Work or othenvise sustained by CONTRACTOR
in connection with the performance and furnishing of
the Work (except losses and, damages within the
deductible amounts of property insurance established by
OWNER in accordance with paragraph 5.9), provided
they have resulted from causes other than the negligence
of CONTRACTOR, any Subcontractor, or anyone
directly or indirectly employed by any of them or for
17
FILE:H:IACCJ'G\CONTRAcnMAsrnRS\1910,8
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whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and
approval of OWNER. No such losses, damages and
expenses' shall be included in the Cost of the Work for
the purpose of determining CONTRACTOR's Fee. If,
however, any such loss or damage requires
reconstruction and CONTRACTOR 'is placed in charge
thereof: CONTRAcrOR shall be paid for services a fee
proportionate to that stated in paragraph 11.6.2.
11.4.5.7. The cost of utilities, fuel and sanitary
facilities at the site.
11.5.2. Expenses of CONTRACTOR's principal and
branch offices other than CONTRACTOR's offiCe at the
site
11.5.3. Any part of CONTRACTOR's capital expenses,
including interest on CONTRACTOR'S capital employed
for the Work and charges against CONTRACTOR for
delinquent payments.
11.5.4. Cost of premiums for all Bonds and for all
insurance whether or not CONTRACTOR is required by
the Contract Docwnents to purchase and maintain the same.
(except for the cost of premiUms covered by sub- paragraph
11.4.5.9 above).
11.5.5. Costs due to the negligence of CONTRACTOR,
'" ,any SubcOntractor. or anyone directly or indirectly""
employed by any of them or for whose acts any of them
may be liable, including but not limited to, the correction of
defective Work. disposal of materials or equipment
wrongly supplied and making good any damage to property.
11.5.6. Other overhead or general expense costs of any
kind and the costs of any item not specifically and
expressly included in paragraph 11.4.
CONTRACTOR'S Fee:
11.6,2.3, no fee shall be payable on the basis of
costs itemized under paragraphs 11.4.4, 11.4.5 and
11.5:
11.6.2.4. the amount of credit to be allowed by
CONTRACTOR to OWNER for any such change
which results in a net decrease in cost will be the
amount of the actual net decrease plus a deduction in
CONTRACTOR's Fee by an amount equal to ten
percent of the net decrease: and
11.6.2.5. when both additions and credits are
involved in anyone change, the adjustment in CON-
lRAcrOR's Fee shall be computed on the basis of the
net change in accordance with paragraphs 11.6.2.1
through 11.6.2.4. inclusive.
11.7. Whenever the cost of any Wark is to be determined
18
FILI!:H:\ACCJ'Ci\CONffiAcnMASIl!RS\1910.8
12.1. The Contract Time may only be changed by a
Change Order or a Written Amendment. Any claim for an
extension or shortening of the Contract Time shall be based on
written notice delivered by the party making the claim to the
other party and to ENGINEER promptly (but in no event later
than thirty days) after the occurrence of the event giving rise
to the claim and stating the general nature of the claim. Notice
I 11.8.2. CONTRACTOR's costs for unloading and ' of die extent of the claim with supporting data shall be deliv-
i . ' .handling on the site, labor, installation costs. overhead, ered within sixty day~ .after suc.h occw:ence (unless .ENGI-
,,,,.,,' ,"~:'." c. profit and, other' expenses'contempl ated for the allowances:. ',:,.,!i ;. ; " NEERallows'an additIonalpenod of tIme 'to 'ascertaln.more' ,',..
'" . .. have been included in the Contract Price andnot:in'the:,',';:;;::',.., accurate data'in support; of the, claim) and"shall...be;accom.,;::.
":~'I": ,,,Co.,, allowances. No d~mand,f~r'additionatpaymenton 'accounh~l,\<\\: ';"" ;~ed b~the'cl~ant's ~tten' stateme~t.that.thea,djUSbnent ~'"
"'i-' ..., ""of any thereofwill be:valid;: , " :. n,',:::" .,;. ' ": ,',i:,": "," clauned'lsthe entire adJusbnent, to:,which 'the claunant,:'has'i,
'. " '.., .. ",', reason to believe it is entitled as a result of the'occurrence,of '
"I' '.' ~rior to final 'payment, an appropriate. Change Order:will: bel t!;!C:.:"'.,, " said event. All ~laims for' adjusbnent.-in the Contract !ime:24 ",
" '... 'lssued::,as',recommended',by."ENGINEERi.to: ref1ect',actualiti':~\'1;';":"shall be determt)led by:ENGINEERmaccordance WIthpara-,.;
: ''<:(;''iY':amounts'due,GONTRACfOItol'i'aecounfof.;W citkcOvered~,by(jf,)li~};,~~~:;giaph.9;lLifOWNERand,CONTRA.CTOR:caimot otherwise "~,i'
"'.1." , all.owances, ,and, the' Contract Price shall' be, correspondinglyt:!rf':"";~ "~..Noclaim f~r an ~justment in. the .Contract T~e will be ,':
adJusted;' " , ," ' , , vahd if not subDlltted m accordance WIth the reqUIrements of
this Paragraph 12.1.
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pursuant to paragraph 11.4 or 11.5, CONTRActOR will
submit in form acceptable to ENGINEER anitertllzed cost
breakdown together with supporting data,
- . -. : ,.~,
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Cash Allowances:
11.8. It is understood that CONTRACTOR has included in
Jhe Contract Price all allowances so named in the Contract
Documents and shall cause the Work so' covered to be done by
such Subcontractors or Suppliers and for such sums within the
limit of the allowances as may be acceptable to ENGINEER.
CONTRACTOR agrees that:
11.8.1. The allowances include the cost to CON-
TRACTOR (less any applicable trade discounts) of mate-
rials and equipment required by the allowances to be deliv-
ered at the site. and all applicable taxes: and
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Unit Price Work:, ,
11.9.1. Where the Contract Documents provide that:all'.,:,': >:
or part of the Work is to be Unit Price Work, initially the..;
Contract Price will'be deemed to include for all UnitPrice,!'"
Work an amount'equal to'the sum of the established unit", "., '.
prices for each separately'identified-item of Unit' Price';'i;"'~\
Work times the estimated quantity of each item as indicated
in the Agreement The estimated quantities of items of Unit
Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial
Contract Price. Determinations of the actual quantities and
classifications of Unit Price Work performed by
CONTRACTOR will be made by ENGINEER in accor-
dance with Paragraph 9.10.
11.9.2. Each unit price will be deemed to include an
amount considered by CONTRACTOR to be adequate to
cover CONTRACTOR's overhead and profit for each sep-
arately identified item.
11.9.3. Where the quantity of any item of Unit Price
Work perfOlmed by CONTRACTOR differs materially and
significantly from the estimated quantity of such item
indicated in the Agreement and there is no corresponding
,'{~'..;-~ .
adjustment with respect to any other item of Work and if
CONTRACTOR believes that CONTRACTOR has
incurred additional expense as a result thereof, CON-
..TRACTOR may make a claim for an increasein'the' GOn-' ~>f
tract PriCe in accordance with Article 11 if the parties are
unable to agree as to the amount of any such increase.
, . . ~ ..,.
ARTICLE 12-CHANGE OF CONTRACf TIME
12.2. The Contract Time will be extended in an amount
equal to time lost due to delays beyond the control of CON-,
TRACTOR if a claim is made there for as provided in para-
",,'graph 12. LSuch delays shall include,. but nut be limited to, ;,
acts or neglect by OWNER or others performing, additional,
work as contemplated by Article 7, or to fires, floods, labor
disputes, epidemics, abnormal weather conditions or acts of
God.
12.3. All time limits stated in the Contract Documents are
of the essence of the Agreement. The provisions of this Article
12 shall not exclude recovery for damages (including but not
limited to fees and charges of engineers, architects, attorneys
and other professionals and court and arbitration costs) for
delay by either party.
ARTICLE 13--WARRANTY AND GUARANTEE;
TESTS AND INSPECI10NS;
CORRECI10N, REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK
19
F1L1!:H:IACCl'G\COl'ffilACI\MASTI!RS\19\ 0.8
I
I Access to Work:
' 13.2. ENGlNEER and ENGlNEER's representatives, other 13.9. If ENGINEER considers it necessmy or advisable
representatives of OWNER, testing agencies and governmental that covered Work be observed by ENGINEER or inspected
I agencies with jurisdictional interests will have access to the or tested by others, CONTRAcrOR, at ENGINEER's request,
Work at reasonable times for their observation, inspecting and shall uncover, expose or otherwise make available for
testing, CONTRACTOR shall provide proper and safe observation, inspection or testing as ENGINEER may require,
I conditions for such access. that portion of the Work in question, furnishing all necessaJ)'
labor, material and equipment. If it is found that such Work is
Tests and Inspections: defective, CONTRACTOR shall bear all direct, indirect and
I 13.3. CONTRACTOR shall give ENGINEER timely consequential costs of such Wlcovering, exposure, observation,
.. , . . , notice of readiness ~f the Work for all required' inspections, inspection and testing and of satisfactory reconstruction,
!,.",;",,, "tests or approvals':'?:'" , ~"...;'" .";~ ", 'C': " . ' (including' but not limited to fees' and charges, 'of engineers, '
"..:.'..',.,: ,..., . .. '.' .' architects, attorneys and other. professionals), and OWNER
."~:I'::~':.' ".13: 4'.. 'If La~ or Regulations. of-any public' body~aving'-'~"~:<:';~\'" ,. sh~l': be en~tled':to'; ~:'appropriate,'decrease,'ini the "Contract",'
,...,-:~ JUIlsdichonreqwre any'Work-(or:part thereof) to specifically;"r".;;;":':" "Price; 'and;:if the pames:are'unable,to;agreeas.,to.the'amount-: .,.
.,,~' ~.: be inspected; testedc., oC'. approved.:, CONTRACTOR,',shall~"r.,<'" " , thereof; may make a claim there for,as provided in Article 11.
'1" 'assum~fullrespo~ibility there for, pay all c.osts in c.onnection >::~,.< . If" however, ,such Work' is notf?und to. be, defective,
" .' . therewtthand,furnish'ENGINEERthe.reqwred certificates of,;-".i';;,):;~;:?'CONTRAcrOR shall beallow~ an mcrease,m the Contract .'.
,"ij~',:. ,,,,,..inspection;~testing:orj approval';,:GONTRACTOR shall ,also:,be:i';j.,t'i::~:i:' !~:.Price.or.an 'extension~ofthe:Contract' Time; or.. both, directly:;,
1,.,. responsible for and shall'pay'all- costs in connection ,with 'any' '0; "!";..~'''-'' attributable to ,.such. ; uncovering," ,exposure", observation; .
, inspection or testing required in connection with OWNER's or",,:,;,:, ...' . inspection, testing and reconstruction:;and, if the parties are '
, -".:' ">ENGINEER's:. acceptance,..of,:'a 'iSupplier:;oLmaterials..'1or.;,t~,",!.-;..','.,unable..'.to:,;.agree,.< as':.to,rthe 'amount:, or; ,.extent, thereof, "
'I" -.-equipment'proposed,to'be':incorporatedinthe.,Work,,'~or,'of:',1',i'~,;:,:,,,, CONTRACTOR may make a claim.there for as provided in.
materials or equipment submitted for approval prior to CON-1" "~"'.' Articles 11 and 12.
~ TRAcrOR' s purchase thereoffor incorporation in the Work.. .,
The cost of-all inspections;,tests and approvals in addition to,'
the.above,which are required by the Contract. pocuments shall:' ,
be paid by OWNER (unless otherwise specified).
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Warranty and Guarantee:
I 13.1. CONTRACTOR warrants and guarantees to , ,
OWNER and ENGINEER that all Work will be in accordance
- "'f;" ;.' with the Contract Documents and will not be defective,:;'Promptl:,t."
notice of all defects shall be given to CONTRACTOR All
defective Work, whether or not in place, may be rejected,
corrected or accepted as provided in this Article 13 .
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13.5. ' All inspections, tests or approvals other than those
required by Laws or Regulations of any public body having
jurisdiction shall be performed by organizations acceptable to
OWNER and CONTRACTOR (or by ENGINEER if so
specified).
13.6. If any Work (including the work of others) that is to
be inspected, tested or approved is covered without written
concurrence of ENGINEER, it must, if requested by ENGI-
NEER, be uncovered for observation. Such uncovering shall
be at CONTRACTOR's expense unless CONTRACTOR has
given ENGINEER timely notice of CONTRACTOR's inten-
tion to cover the same and ENGINEER has not acted with
reasonable promptness in response to such notice.
13.7, Neither observations by ENGINEER nor inspec-
tions, tests or approvals by others shall relieve CONTRAC-
TOR fro~ CONTRAcrOR's obligations to perform the Work
in accordance with the Contract Documents.
Uncovering . Work: .. ~""~'~:.T'" '. :.",... .
13.8. If any Work is covered contrmy to the written
request of ENGINEER, it must, if requested by ENGINEER,
be uncovered for ENGINEER's observation and replaced at
CONTRACTOR's expense.
Owner May Stop the Work: '
13.10, If the Work is defective. or CONTRACT,ORfails,
to supply sufficient skilled workers or suitable materials or
equipment, or fails to furnish or perform the Work in such a
way that the completed Work will conform to the Contract
Documents, OWNER may order CONTRACTOR to stop the
Work, or any portion thereof, Wltil the cause for such order has
been eliminated~ however, this right of OWNER to stop the
Work shall not give rise to any duty on the part' of OWNER to
exercise this right for the benefit of CONTRACTOR or any
" other party.
Co"ection or Removal of Defedive Work:
13 .11. Ifrequired by ENGINEER, CONTRACTOR shall
promptly, as directed, either correct all defective Work,
whether or not fabricated, installed or completed, or, if the
Work has been rejected by ENGINEER, remove it from the
site and replace it with non defective Work. CONTRAcrOR
shall bear all direct, indirect and consequential costs of such
correction or removal (~cludirtg but not limited to fees and
charges of engineers, architects, attorneys and other profes-
20
FILI!:H:IACCTGICONmACI"IMASl1lRSlI910.8
TRACTOR fails to comply with any other provision of the
Contract Documents, OWNER may, after seven days' written
One Year Co"ection Period: notice to CONTRACTOR, correct and remedy any such
13:l2..,If within one year after the. date!'of,Substantial deficiency.-In exercising the rights'"an&remedies under this
Completion or such longer period of time as may be prescribed paragraph OWNER shall proceed expeditiously. To the extent
by Laws or Regulations or by the terms of any applicable necessary to complete corrective and remedial action,
special guarantee required by the Contract Documents or by OWNER may exclude CONTRACTOR from all or part of the
any specific provision of the Contract Documents. any Work site, take possession of all or part of the Work. and suspend
is foqnd to be defective, CONTRACTOR shall promptly, CONTRACTOR's services related thereto, take possession of
without cost to OWNER and in accordance with OWNER's CONTRACTOR's tools, appliances, construction equipment
written instructions, either correct such defective Work, or, if and machinery at the site and incorporate in the Work all
it has been rejected by OWNER, remove it from the site and materials and equipment stored at the site or for which OWN
replace it with non defective Work. If CONTRACTOR does ER has paid CONTRACTOR but which are stored elsewhere.
not promptly comply with the terms of such instructions, or in CONTRACTOR shall allow OWNER, OWNER's represen-
an emergency where delay would cause serious risk of loss or tatives, agents and employees such access to the site as may be
damage, OWNER may have the defective Work corrected or necessary to enable OWNER to exercise the rights and
the rejected Work removed and replaced, and all direct, remedies under this paragraph. All direct, indirect and con-
indirect and consequential costs of such removal and sequential costs of OWNER in exercising such rights and
",I rep~acement (~c1uding but not limited to fees ~d charg.es of ' remedies will be charged against CONTRACTOR in an
~-,.=,-.!.", engmeers;' architects~oattomeys"and'other'professlOnals)'WlIl) be::";...,,, :,~""'-amOlmt approved. astoreasonableness.byENGINEER",and a-
.,,, . .. paid by. CONTRACTOR"In' special circumstances'where;;a!l':'~,i,: -.:,:::' Change"Order:':will be' issued ,.incorporating.i,the:necessary.,
I particular item of equipment is 'place<h in ccontinuous;:service,;"'-::~!':'::- "',' revisions in the Contract-Documents:,with,respect to:,the ,Work;~:
.' before Substantial' Completion of all the ,Work; the correction.,..",,,:"':" .c. and OWNER shall be entitled to'an'appropriate,decrease.in.the, .
. period for that item may start to run from an earlier date ifso':,~,,"~:;~:' Contract Price; and, if the parties:are unable to agree as to the "
'I . provided in the Specifications.or by WrittenAmendment.., :". j~';': amount thereof, 'OWNER may make a claim there for.as
. provided in Article 11. Such direct, indirect and consequential
~'\'.'ri;,"'<:!"'''''A'cceptance.,ofDefective"Work:..:i'':'''','S~';,:,;<!,;"'-.~ ,......;', , .." '" .... ',' "',::.' , , ",costs :willinclude,but not..be.limited ,to ,fees, and ,charges; of, '
I B.B.If, instead of-requiring correction or removal and.':::;,"":' ,engineers, architects,attorneys and other' professionals, all
, .. replacement, of. defective . Work, ,OWNER. (and, "prior.to".,,"""'" ..court and, arbitration costs and ,all costs of repair and
i';;',~~'::":" ENGINEER's:~,'.recommendation:,>,of,;,-:final 'l.payment,,;\'also:;::~~,...:.-,:. replacement'::oL work, of-others: destroyed.. or.. damaged; by 'H
I" , , '.', ENGINEE, R) preferS to accept it, OWNER may do so., CON';~,;~..,:;~..:'j correction, , removal: or, replacement. of., CONTRACTOR's '
TRACTOR,shall bear all direct, indirect and consequential,., defective Work. CONTRACTOR shall not be allowed an
, costs attributable to OWNER's evaluation of and determi-, . , extension of the Contract Time because of any delay in per-
'I nation to aCcept such defective Work (such costs to be . formance of the Work attributable to the exercise by OWNER
. approved by. ENGINEER as to reasonableness and to include ",,' of OWNER's rights arid remedies hereunder.
but not be Iinlited to fees and charges of engineers, architects, '. '
attorneys and other professionals). If any such acceptance
I occurs prior to ENGINEER's recommendation of final
, payment, a Change Order will be issued incorporating the
necessary revisions in the Contract Documents With respect to
I the Work; and OWNER shall be entitled to an appropriate
decrease in die Contract Price, and, if the parties are unable to
agree as to the amount thereof, OWNER may make a claim
I there for as provided in Article 11. If the acceptance occUrs
, - after such recommendation, an appropriate amount will be paid
by CONTRACTOR to OWNER
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sionals) made necessary thereby.
OWNER May Co"ect Defective Work:
13.14. If CONTRACTOR fails within a reasonable time
after written notice of ENGINEER to proceed to correct and
to correct defective Work or to remove and replace rejected
Work as required by ENGINEER in accordance with para-
graph 13.11. or if CONTRACTOR fails to perform the Work
in' accordance with the Contract Documents, or if CON-
ARTICLE 14--PA YMENTS TO CONTRACfOR AND
COMPLETION
Schedule of Values: ..
14.1. The schedule of values established as provided in
paragraph 2.9 will serve as the basis for progress payments
and will be incorporated into a form of Application for Pay-
ment acceptable to ENGINEER Progress payments on
account of Unit Price Work will be based on the number of
units completed.
Application for Progress Payment:
14.2. At least twenty days before each progress payment is
scheduled (but not more often than once a month), CON-
TRACTOR shall submit to ENGINEER for review an Appli-
cation for Payment filled out and signed by CONTRACTOR
covering die Work completed as of the date of the Application
21
F1LE:H:IACCI'G\CONffiAC1\MAS'rnRSlI910,8
CONTRACTOR's Warranty of Tule: 14.7. ENGINEER may refuse to recommend the whole or
I 14.3. CONTRACTOR warrants and guarantees that title any'part of any payment if, in ENGINEER's opinion, it would
,;. .... to ~~ Work, materials and ~quipment co~ered by ~y Appli- ., be incorrect to make such representations to OWNER
,t4"1 -, "catIon for Payment.;. Wl1ether mcorporated'm'the'ProJecrornot;",I.,~.,,:., < ,. ENGINEER.may.aJso refuse to recommend'any'such'payment;'
'.' ' will pass to OWNER rio later than the time'ofpaymentfree':\,'rc;,",:",""'or;'because'ofsubsequentlydiscovered evidence or., the results'r,
',1 and clear of all Liens:"" of subsequent inspections, or tests;'nullify any suchpaymenti "
, , , -." , previously recommended;' to such extent as may be necessary. ,
Review of Applicationsfor Progress Payment: ..',' '" ' ,.".,.,... ..., in ENGINEER's' opinion' 'to.. protect "OWNER ,from . loss '
I 14.4. ENGINEER will, within ten days.after'receiptof .~i':'..': because:
, ; each Application for' Payment, either indicate:in .writing .a,';~?'",;,,::" .:.;' , ,,14.7.L:the Work is.defective"or, completed ,Work has
";,17:' ":}":.recommendation~'of, paymentyand, present.,the', Application!,to~I~:t'".:",:" '; i' been damaged requiring'correction',or'replacement,~ "~":",;:'-.', '
I OWNER, or return the Application to CONTRACfORindi-';;Lji:';: ":"
, "cating in writing ENGINEER's, reasons for refusing, to rec-:;.".'.y..,,, ';" ' '-,,14.7.2. the Contract Price has been reduced by-Written
, 'j:.", ',' ommend,:paymenb :In:;the,-latter,'case",CONTRAcrOR~may!j;\~:h;d:,', ,., " Amendment or, Change,;Order":::,,, .":' , ."., '"
make the necessary corrections' and resubmit the Application;'~:! i 'F:', ..
Ten days after presentation- of the Application for Payment .",,<!,;..
with ENGINEER's recommet}dation, the amOlmt recommended, ""
will (subject to the provisions of the last sentence of paragraph .'.
14.7) become due and when due,will be,paid by OWNER to
CONTRACTOR
D
and accompanied by such supporting documentation as is
I required by the Contract Documents. If payment is requested
on the basis of materials and equipment not incorporated in the
,,, ""Work but delivered and suitablyst6red at,the1site or at another' ~..."
location agreed to in writing, the Application for Payment shall
also be accompanied by a bill of sale, invoice or other
documentation warranting that OWNER has received the
materials and equipment free and clear of all liens, charges,
security interests and encumbrances (which are hereinafter in
these General Conditions referred to as "Liens") and evidence
that the materials and equipment are covered by appropriate
property insurance and other arrangements to protect
OWNER's interest therein, all of which will be satisfactory to
OWNER. The amount of retain age with respect to progress
payments will be as stipulated in the Agreement.
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14.5. ENGINEER's recommendation of any payment
requested in an Application for Payment will constitute a
representation by ENGINEER to OWNER, based on ENGI-
NEER's on-site observatio~ of the Work in progress as an
experienced and qualified design professional and on ENGI-
NEER's review of the Application for Payment and the
accompanying data and schedules that the Work has pro-
gressed to the point indicated; that, to the best of ENGINEER's
knowledge, information and belief, the quality of the Work is
in accordance with the Contract Documents (subject to an
evaluation of the Work as a functioning whole prior to or upon
Substantial Completion, 'to the results of any subsequent tests
called for in the Contract Documents, to a [mal determination
of quantities and classifications for Unit Price Work under
paragraph 9.10, and to any other qualifications stated in the
recolnmendation); and that CONTRACTOR is entitled to
payment of the', amount recommended. However, by
recommendiilg any such payment ENGINEER will not thereby
be deemed to have represented that exhaustive or continuous
on-site inspections have been made to check ~e quality or the
quantity of the Work beyond'the 'responsibilities specifically
assigned to ENGINEER in the Contract Documents or that
there may not be other matters or issues between the parties
that might entitle CONTRACTOR to be paid additionally by
OWNER ' or OWNER to withhold payment to
CONTRACTOR.
14.6. ENGINEER's recommendation of final payment will
constitute an additional representation by ENGINEER to
OWNER that the conditions precedent to CONTRACTOR's
being entitled to fmal payment as set forth in paragraph 14.13
have been fulfilled.
14.7.3. OWNER has been required to correct defective
Work or complete Work in accordance with paragraph
13.14, or
.' .... -.' '1..:'1'" \ .
14.7.4. of ENGINEER's actual knowledge of the
occurrence of any of the events enumerated in paragraphs
15.2.1 through 15.2.9 inclusive.
OWNER may refuse to make payment of the full amount
recommended by ENGINEER because,claims have been made
against OWNER on account of CONTRACTOR's per-
formance or furnishing of the Work or Liens have been filed in
connection with the Work or there are other items entitling
OWNER to a set-off against the amount recommended, but
OWNER must give CONTRACTOR immediate written notice
(with a copy to ENGINEER) stating the reasons for such
action.
Substantial Completion:
14.8. When CONTRACTOR considers the entire Work
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Wor~ is
substantially complete (except for items specifically listed by
22
F1LE:H:\ACCI'G\COtorI1tACI\MASTI!RS\I910.8
I
CONTRACTOR as incomplete) and request that ENGINEER
I issue a certificate of Substantial Completion. Within a
reasonable time thereafter, OWNER, CONTRACTOR and 14.10.1. OWNER at any time may request CON-
. "ENGINEER shall makehaninspection of the Work.to,deter- TRACTOR in-writingito'permit OWNER to use any such
mine the status of completion. If ENGINEER does not con- part of the Work which OWNER believes to be ready for
I sider the Work substantially complete, ENGINEER will notify its intended use and substantially complete. If CON-
CONTRACTOR in writing giving the reasons there for. If TRACTOR agrees, CONTRACTOR will certify to OWN
ENGINEER considers the Work substantially complete, ER and ENGINEER that said part of the Work is
I ENGINEER will prepare and deliver to OWNER a tentative substantially complete and request ENGINEER to issue a
certificate of Substantial Completion which shall fix the date certificate of Substantial Completion for that part of the
of Substantial Completion. There shall be attached to the Work. CONTRACTOR at any time may notify OWNER
I certificate a tentative list of items to be completed or corrected and ENGINEER in writing that CONTRACTOR considers
before fmal payment. OWNER shall have seven days after any such part of the Work ready for its intended use and
receipt of the tentative certificate during which to make written substantially complete and request ENGINEER to issue a
I objection to ENGINEER as to any provisions of the certificate certificate of Substantial Completion for that part of the
or attached list. If, after considering such objections, Work. Within a reasonable time after either such request,
ENGINEER concludes that the Work is not substantially OWNER, CONTRACTOR and ENGINEER shall make an
complete, ENGINEER will within fourteen days after inspection of that part of the Work to determine its status of
'F,:,I",,-- "'~~=~~:~'~:;~;s::c~~:r:S~=r~'f~~:~~";t,;,_""",!,;,,o,"'~~:~:~~~~~~~=;a~:~~~~~~~:~~~~~~wi~ '
.- -,. ' after consideration, of, OWNER's objections, ENGINEER:;,.:.,',:.:."" notifY OWNER and CONTRACTORin.writing.-giving the,
'1 considers the Work substantially.complete~'ENGINEER-,will"!':'";-i:''::''''' .;, reasons there for; IfENGINEERco~iders.thatpart.ofthe:.'
" : within said fow1een days executeand'deliver.toOWNERand,~1 :,';:(\1',1. [;"..! Work to be' substantially complete;. the provisions of para-;,.
CONTRACTOR a definitive, certificate,; of: .Substantial;'r;"'u"'h" , graphs 14.8 and 14.9 will apply with respect to certification, '
I Completion (with a revised tentative ,list of items 'to becom-.1:-:";"Y-":';-' of Substantial Completion of that part, of the Work and the
pleted or corrected) reflecting such changes from the tentative:,:~:t~:;:';-i,:-;".> ; , division of responsibility in respect thereof and access
, .'certificate asENGINEERbelievesjustified:after consideration\';1oi:~;i,)"i;i;~,:"." thereto; , "
I of any objections from OWNER,At the time of delivery. of the";,',;:: :~, .".' .
. tentative certificate,of Substantial,Completion,ENGINEERr:"~:,.~,.,, , 14.10.2. OWNER may at any time request CON.
,;',':. wilLdeliver-to',.oWNER',;and,;CONTRACTORi.a ,written';;;.:~~.~;f",x:' ,TRACTOR:in writing' to.permiLOWNER.totake.over.
recommendation as to division ofresponsibilities'pendingfinal;;i.';>~""""'"' operation of any such part of the Work although "it is not
payment between OWNER and CONTRACtOR with respect ,'., ," .'. ' . substantially complete. A copy of such request will be sent'
to security, operation, safety, maintenan~, heat, utilities, to ENGINEER and within a reasonable time thereafter
insurance and warranties. Unless 'OWNER and OWNER, CONTRACTOR and ENGINEER shall make an
CONTRACTOR,agree other:wise in writing. and so inform . inspeCtion of that part.ofthe Work tQ,detennine its. status of
ENGINEER prior to ENGINEER's issuing the definitive completion and will prepare a list of the items remaining to
certificate of Substantial Completion, ENGINEER's aforesaid be completed or corrected thereon before final payment. If
recommendation will be binding on OWNER and CON- CONTRACTOR does not object in writing to OWNER
TRACTOR until fmal payment. and ENGINEER that such part of the Work is not ready for
separate operation by OWNER, ENGINEER will finalize
the list of items to be completed or corrected and will
deliver such list to OWNER and CONTRACTOR together.
with a written recommendation as to the division of
responsibilities pending final payment between OWNER
and CONTRACTOR with respect to security, operation,
safety, maintenance, utilities, insurance, warranties and
guarantees for that part of the Work which will become
binding upon OWNER and CONTRACTOR at the time
when OWNER takes over such operation (unless they shall
have otherwise agreed in writing and so informed
ENGINEER). During such operation and prior to
Substantial Completion of such part of the Work, OWNER
shall allow CONTRACTOR reasonable access to complete
or correct items on said list and to complete other related
mg:
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14.9. OWNER shall have the right tQ exclude CON-
TRACTOR from the Work after the date of Substantial Com-
pletion, but OWNER shall allow CONTRACTOR reasonable
access to complete or correct items on'the tentative list.
Partial Utilization:
14.10. Use by OWNER of any finished part of the Work,
which has specifically been identified in the Contract Docu-
ments, or which OWNER, ENGINEER and CONTRACTOR
agree constitutes a separately functioning and use able part of
the Work that can be used by OWNER without significant
interference with CONTRACTOR's performance of the
remainder of the Work, may be accomplished prior to
Substantial Completion of all the Work subject to the follow-
23
F1LI!:H:IACCTGICONTRAC'l\MASTERS\1910.8
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Final Inspection: .
I' 14.11. Upon written notice from CONTRACTOR that the
entire Work or an agreed portion thereof is complete, ENGI-
NEER will make a fmal inspection with OWNER and CON-
I TRACTOR and will notify CONTRACTOR in writing of all
particulars in which this inspection reveals that the Work is
incomplete or defective. CONTRACTOR shall immediately
I take such measures as are necessary to remedy such defi-
CienCies. 14.14. It: through no fault of CONTRACTOR, fmal com-
pletion of the Work is significantly delayed and if ENGINEER
I Final Application for Payment: so confirms, OWNER shall, upon receipt of CONTRACTOR's
14.12. After CONTRACTOR has completed all such cor- final Application for Payment and recommendation of
, , rections to the satisfaction"of ENGINEER, and, delivered.' all," ''', :,. ".," ENGINEER, ,and without terminating,. the. Agreement,., make " ,
I maintenance and operating instructions; schedules, guarantees;,;;\';,.:.':' payment ,of the balance due for that portion of the W orkfully ,
Bonds, certificates of inspection, marked-up record .documents,. ,;,:"i;, ,. completed and accepted.. If the remaining balance to ,be held by..
(as provided'in paragraph 6;19) and'other.documents--allas ,':}""j OWNER for Work not fully completed or corrected, is ,less.,
required by the Contract Documents; and after ENGINEER :.'!,:;;.: . than the retain 'age stipulated in the Agreement, and if Bonds
I has indicated that the Work is acceptable (subject to the:.'.;;,.,. havebeenfumishedasrequiredinparagraph5.1,thewritten
. provisions of paragraph J 4.16), CONTRACTOR may make:'~';~'~, :, ';. consent of the surety to the payment of the balance due for that
""~\, ".:.. application ,for;,final:;~paymenLfollowing~;,the ,procedure,.fon,}i-:,!.~y;",': : portion , of. the, ,W orkfully:completed, and, accepted, shall ,be,. .
I progress payments; The finalApplicationfor,Payment shall be;:;;.':;! :;., submitted, by CONTRACTOR to ENGINEER with the
accompanied:by all documentation' called for,in,the:Contract"~;,'13"",, ' :Application for such payment 'such payment shall be made,
.,;,;.....~, ' .:Documents;~r;together:',;withi"complete;~ and ~ legally l!effective'~-J.';'/i":,:' .,:under,the terms 'and conditions'goveming,final"payment,except.. ,
I. re~e~ses or waivers (s~tisfactory. to" O~R) Of,' aU ,Li:ns"~!>,;', ' , that it shall not constitute a waiver of claims.
ansmg out of or filed m connection With' the Work. In heu i"
thereof and as approved by OWNER, CONTRACTOR may ~ Contractor's Continuing Ohligation:
furnish receipts or releases in full~ an affidavit of CON- 14.15. CONTRACTOR's obligation to perform and com-
I TRACTOR that the,releases,and.receipts include all labor, " plete the Wor~in aCCQrdance,with the.-Contract Documents.
services, material and equipment for which a Lien could be shall be absolute. Neither recommendation of any progress or
filed, and that all payrolls, material and equipment bills. and final payment by ENGINEER, nor the issuance of a certificate
I other indebtedness connected~th ~e Work for which, of Substantial Completion,.nor any payment by OWNER to
OWNER or OWNER's property'ID.1ght m any way be respon- CONTRACTOR under the Contract Documents, nor any use
sible, have been paid or otherwise satisfied~ and consent of the . or occupancy of the Work or any part thereof by OWNER, nor
I surety, if any, to fmal payment. If any Subcontractor or: any act of acceptance by OWNER nor any failure to do so, nor
Supplier fails to furnish a release or receipt in full, CON- , any review and approval of a. Shop Drawing or sample
TRACTOR may fiunish a Bond or other collateral satisfactory, submission, nor the issuance of a notice of acceptability by
I to OWNER to indemnify OWNER against any Lien. ENGINEER pursuant to paragraph 14.13, nor any correction
of defective Work by OWNER will conStitute an acceptance
Final Payment and Acceptance: of Work not in accordance with the Contract Documents or a
I 14.13. It: on the basis of ENGINEER's observation of the release of CONTRACTOR's obligation to perform the Work
Work during construction and final inspection, and in accordance with the Contract Documents (except as
ENGINEER's review of the final Application for Payment and provided in paragraph 14.16).
I accompanying documentation--all as required by the Contract ,
Documents, ENGINEER is satisfied that the Work has been Waiver o/Claims:
completed and CONTRACTOR's other obligations under the 14.16. The making and acceptance offmal payment will
Contract Documents have been fulfilled, ENGINEER will, constitute:
I within ten days after receipt of the fuIal Application for
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Work.
14.10.3. No occupancy or separate operation of part of
the Work will'be'accOinplished prior'to'compliance with '
the requirements of paragraph 5.15 in respect of property
msurance .
Payment, indicate in writing ENGINEER's recommendation of
payment and present the Application to OWNER for payment.
Thereupon ENGINEER will give written notice to OWNER
and CONTRACF0R::that the Work'is acceptable subject to the
provisions of paragraph 14.16. Otherwise, ENGINEER will
return the Application to CONTRACTOR, indicating in
writing the reasons for refusing to recommend fmal payment,
in which case CONTRACTOR shall make the necessary
corrections and resubmit the Application. Thirty days after
presentation to OWNER of the Application and accompanying
documentation, in appropriate form and substance, and with
ENGINEER's recommendation and notice of acceptability, the
amount recommended by ENGINEER will become due and
will be paid by OWNER to CONTRACTOR.
24
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14.16.1. a waiver of all claims by OWNER against
CONTRACTOR, except claims arising from unsettled
',.,"
Liens, from defective Work appearing after fmal inspection
plD"SWlllt to paragraph 14.1 1 or from failure to comply with
the ConJract Documents or the terms of' any special
guarantees specified therein~ however, it will not constitute
a waiver by OWNER of any rights in respect of
CONTRACTOR's continuing obligations under the Con-
tract Documents; and
14.16.2. a waiver of all claims by CONTRACTOR
against OWNER other than those previously made in writ-
ing and still unsettled.
, ARTICLE l~SUSPENSION OF- WORK;AND~'", .,
TERMINA nON .
", . ~
. . ....,..).
for the benefit of creditors~
15.2.4. if a trustee, receiver, custodian or agent of
CONTRACTOR is appointed under applicable law or
under contract, whose appointment or authority to take.
charge of property ofCONTRACfOR is for the purpose of
enforcing a Lien against such property or for the purpose of
general administration of such property for the benefit of
CONTRACTOR's creditors~
15.2.5. if CONTRACTOR admits in writing an inabi-
lity to pay its debts generally as they become due:
I.!:
15.2.6. ifCONTRACfOR persistently fails to perform
the Work in accordance with the Contract Documents
Owner May Suspend Work: (including, but not limited to, failure to supply sufficient
15.1. OWNER may, at anytime and without cause; SUS-h;. skilled workers or suitable materials or equipment or,
pend the Work or any portion thereof for a period of not more : '''- failure to adhere to the progress schedule established under
'than ninety days:bynotice in writing to CONTRACTOR and,":h''\>T.':'''''" paragraph 2.9 as revised from time to time)~.
, ENGINEER:which'wiRfix,the;date!on'which".Work,will:be...(;\,~f.:'''!i,'l",'.,,"'. ",.;'. ,"
resumed CONTRACTOR shall-tesume the Work oil thedate:,k:':;J-,':'",'" , 15.2.7. if CONTRACTOR disregards Laws or Regu- ,
so fixed CONTRACTOR shall be allowed an increase in.the';':j,'jt~;,'?; . ,lations of any public body having jurisdiction;", ,
:, Contract'Price' or.,an'extension,of the:Contract:Time,:or:both;;~~~"""'~h\'c:'i;';",,: :,.. ":,' . .,:
, diiectly':attributable'. to.any suspension'.if:CONTRACTOR{:::~!;;Y',,'. ,'. 15.2.8. if CONTRACTOR disregards the authority of
makes an approved claim there for as provided in Articles 11.' ,,;,.. ENGINEER; or
and 12.
Owner MaY.Terminate:.... -,'
1.5.2. Upon the occurrence of anyone or more of the
following events:
15.2.1. if CONTRACTOR commences a voluntary
case under any chapter of the Bankruptcy Code (Title 11.
United States Code), as now or hereafter in effect, or if
CONTRACfOR takes any equivalent or similar action by
filing a petition or otherwise under any other federal or
state law in effeCt' at such time relating to the bankruptcy or
insolvency~
15.2.2. if a petition is filed against CONTRACTOR
under any chapter of the Bankruptcy Code as now or
hereafter in effect at the time' of filing. or if a petition is
filed seeking any such equivalent or similar relief against
CONTRACTOR under any other federal or state law in
effect at the time relating to bankruptcy or insolvency~
15,2.3. ifCONTRACfORmakes a general assignment
..
15.2.9. if CONTRACTOR otherwise violates in any
substantial way. any provisions of the Contract Documents:
OWNER may, after giving CONTRACTOR (and the surety,
if there. be one) seven days' written potice and to the extent
permitted by Laws and Regulations, terminate the services of
CONTRACTOR, exclude CONTRACTOR from the site and
take possession of the Work and of all CONTRACTOR's
tools, appliances, construction equipment and machinery at the
site and use the same to the full extent they could be used by
CONTRActOR (without liability to CONTRACTOR for
trespass or conversion), incorporate in the Work all materials
and equipment stored at the site or for which OWNER has
paid CONTRACTOR but which are stored elsewhere, and
finish the Work as OWNER may deem expedient. In such case
CONTRACTOR shall not be entitled to receive 'any further
payment until the Work is finished If the unpaid balance of the
Contract Price exceeds the direct, indirect and consequential
costs of completing the Work (including but not limited to fees
and charges of engineers, architects. attorneys and other
professionals and court and arbitration costs) such excess will
25
P1L1!:H:\ACCTG\COmllAC'l\MASTERS\1910.8
15.4. Upon seven days' written notice to CONTRACTOR
and ENGINEER, OWNER may, without cause and without
prejudice to any other right or remedy, elect to abandon the
Work and terminate the Agreement In such case.
CONTRACTOR shaU'be paid:for all'Workexecutedandany'''-'':'c,;'''''':~;:~'o:,-",,:,.. ;',,:','
expense sustained plus reasonable termination expenses; which "',,' .'
will include" but, not be limited, to, direct, indirect and con"', . . ' " " .
sequential costs (including; but not limited to, fees and charges .:' ". :,
of engineers, architects; attorneys and other professionals and';,::,' ,'. ..,.
court and arbitration costs).
I
be paid to CONTRACTOR If such costs exceed stich unpaid
I balance, CONTRACTOR shall pay the difference to OWNER
Such costs incurred by OWNER will be , approved as to .
. '. '''r.~h, reasonableness by ENGINEER and incorporated in a Change'"''
I Order, but when exercising any rights or remedies under this
paragraph OWNER shall not be required to obtain the lowest
price for the Work performed.
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15.3. Where CONTRACTOR's services have been so
terminated by OWNER, the termination will not affect any
rights or remedies of OWNER against CONTRACTOR then
existing or which may thereafter accrue. Any retention or
payment of moneys due CONTRACTOR by OWNER will not
release CONTRACTOR from liability.
within thirty days after it is submitted, or OWNER fails for
thirty days to pay CONTRACTOR any sum finally determined
to be due, then CONTRACTOR may, upon seven days' written
,-, .-(3'.'OOtioo to OWNER'and ENGINEER, terminate the'Agreement~~.-.."w
and recover from OWNER payment for all Work executed and
any expense sustained plus reasonable termination expenses.
In addition and in lieu of terminating the Agreement, -if
ENGINEER has failed to act on an Application for Payment
or OWNER has failed to make any payment as aforesaid,
CONTRACTOR may upon seven days' written notice to
OWNER and ENGINEER stop the Work until payment of all
amounts then due. The provisions of this paragraph shall not
relieve CONTRACTOR of the obligations under paragraph
6.29 to carry on the Work in accordance with the progress
schedule and without delay during disputes and disagreements
with OWNER
0'1+,:;
. [The remainder of this'. page was left blank,",
intentionally.l.
Contractor May' Stop:Work.'or~Terminate:,;;;,r..':';".;".:; '"..." i"; '., '-,~' ,',':-":, ,..'"... " ." .
15.5. If, through no, act or:faultof,CONTRACTOR,..the't;i:.,:~;;-:, ,.<,...
Work is suspended for a period of more than ~ety days. by,~~:,-.":,.,, ' ,
OWN ERor under, an 'order:of court"or:other .pubhc;authonty~'\.'fi!i';;;;,i:~;:";:;.,,:, :','+ ,.".. ,,':,',' ;.."
or ENGINEER fails:to, act onany'Applicationfor:Payment!JA;;i,::,> ',,,..., .
26
P1L1!:H:\ACCTCiICOI'mlAC'I\MASI'I!RS\1910.8
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I ARTICLE 16-ARBITRA TION
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16.2. No demand for arbitration of any claim, dispute'or:.:"f',::":,..::,~,-,
other matter that is required to, be referred to ENGINEER"..~
I initially for decision jnaccordancewith paragraph 9.11 will be'.;., ',.,
made Wltil the earlier of (a) the date on which ENGINEER has , ;':.,
rendered a decision or (b) the tenth day after the parties have '~i". "
I' presented their evidence to ENGINEER if a written decision
has not been rendered by ENGINEER before th~t date. No;.,.. , ,
. :,. demand I for' arbitration"of'any.'such;'claim;;'dispute',orother4~';;';-;'':;;';:;;;."::';",;'~-' -16.4.3.., the.writtenconsent of the other, person or, entity, '
I matter will be. made later than thirty'days'after the date on",;}"",:,;;, :' , sought to be included and of OWNER andCONTRAC-
which ENGINEER has rendered a'written decision in respect >.', ;:' ':., ',' TOR has been obtained for such inclusion, which consent
. .', ,. 'thereofin'accordance'withparagrapho9..t1';iand,the:failure,to~f.'1'(,-:'i':~,,::,:.!lshall.makespeCific reference to.this,paragraph;but no such,
I ' demand arbitration within said thirty'days' period shall result",..<::, .' ." consent shall constitute consent to arbitration of any dispute
in ENGINEER's decision being final and binding uPon' not specifically described in such consent or to arbitration
OWNER and CONTRACTOR If ENGINEER renders a with any party not specifically identif1ed in such consent. ,
I decision after arbitration proceedings have been initiated, such
'.. decision may be entered as evidence but will not supersede the 16.5. The award rendered by the arbitrators will be fmal, .
, arbitration proceedings, except where the decision is judgment may be entered upon it in any court having juris-
I acceptable to the parties concerned. No demand for arbitration diction thereof, and will not be subject to modification or
of any written decision of ENGINEER rendered in accordance appeal except to the extent permitted by Sections 10 and 11 of
with paragraph 9.10 will be made later than ten days after the the Federal Arbitration Act (9 U.S.C. 10,11).
party making such demand has delivered written notice of
I intention to appeal as provided in paragraph 9.10. .
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"=f~;:'-~ ..,t- ;:':'1'1r;;;.,\,~""
16.1. All claims, disputes and other, matters in question
between OWNER and CONTRACTOR arising out of, or
relating to the Contract Documents or the breach thereof
(except for claims which have been waived ~r the making or
acceptance of final payment as provided by paragraph 14.16)
will be decided by arbitration in accordance with the Con-
struction Industry Arbitration Rules of. the American Arbi-
tration Association then obtaining subject to the limitations of
this Article 16. This agreement so to arbitrate and any other
agreement or consent to arbitrate entered into in accordance
herewith as provided in this Article 16 will be specifically
enforceable under the prevailing law of any court having
jurisdiction.
16.3. Notice of the demand for arbitration will be filed in
writing with the other party to the Agreement and with the
American Arbitration Association, and a copy will be sent to
ENGINEER for information. The demand for arbitration will
be made within the thirty-day or ten-day period specified in
paragraph-16.2 as applicable, and in all other'caseS'\vithin a
reasonable time after the claim, dispute or other matter in
question has arisen, and in no event shall any such demand be
made after the date when institution of legal or equitable
proceedings based on such claim, dispute or other matter in
question would be barred by the applicable statute of limi-
tations .
16.4. No arbitration arising out of or relating to the Con-
tract Documents shall include by consolidation, joinder or in
any other manner any other person or entity (including
ENGINEER, ENGINEER's agents, employees or consultants)
who is not a party to this contract unless:
16.4.1. the inclusion of such other person or entity is
necessary if complete relief is to be afforded among those
who are already parties to the arbitration,...,
,16.4.2. . such other,person or' entity is substantially
involved in a question of law or factwhich:is common to
those who are already parties to the arbitration and which
will arise in such proceedings, and
[The remainder of this page was left blank intentionally.]
27
FlLE:H:IACCTG\CONTRACl'.MASTERS\1910,8
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ARTICLE 17-MISCELLANEOUS
. "-#~'+~'.~. - "',.~..,a~~"",;
Giving Notice:
17.1. Whenever any provision of the Contract Documents
requires the giving of written notice, it will be deemed to have
been validly given if delivered in person to the individual or to
a member of the firm or to an officer of the corporation for
whom it is intended, or if delivered at or sent by registered or
certified mail, postage prepaid, to the last business address
known to the giver of the notice.
Computation Or Tune:
17.2.1. When any period of time is referred to in the
Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If
the last day of any such period falls on a Saturday or
Swulay or on a day made a legal holiday by the law of the
applicable jurisdiction, such day-will be omitted from the' '.,
computation. . '
17.2.2. ,.A calendar day of twenty-four hours measured
from midnight to the next midnight shall constitute,aday. '-:. \
General:
17.3: Should ,OWNER or, CONTRACfOR suffer injwyor:.;;;h;,':,'
damage to person or property because of any error,omission,..c,.<"
or act of the other party or of any of the other party's
employees or agents or others for whose acts the other party is
legally liable, claim will be made in writing to the other party
within a reasonable time of the firsr'observanee'of such injury
or damage. The provisions of this paragraph 17.3 shall not be
construed as a substitute for or a waiver of the provisions of
any applicable statute of limitations or repose.
17.4. The duties and obligations imposed by these General
Conditions and the rights and remedies available hereunder to
the parties hereto, and, in particular but without limitation, the
warranties, guarantees and obligations imposed upon
CONTRACfORbyparagraphs 6.30,13.1,13.12,13.14,14.3
and 15.2 and all of the rights and remedies available to
OWNER and ENGINEER thereunder, are in addition to, and
are not to be construed in any way as a limitation of, any rights
and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations, by
special warranty or guarantee or by other provisions of the
Contract Documents, and the provisions of this paragraph.will
be as effective as if repeated specifically in, the Contract
Documents in connection with each particular duty, obligation,
right and remedy to which they apply. All representations,
warranties and guarantees made in'the Contract Documents
will survive final payment and termination or completion of the
Agreement.
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I'lLE:H:IACCTO\COm'RAC1\MAS1l!RS\J 910.8
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REVISED SUPPLEMENTARY GENERAL CONDmONS .
1.
These supplementary conditions amend or supplement the Standard General Conditions of
the Construction Contract and other provisions of the Contract Documents as indicated
below. All provisions which are not so amended or supplemented remain in full force and
effect.
2.
The terms used in the supplementary condition which are defined in the Standard General
Conditions to the Construction Contract have the meanings assigned to them in the General
Conditions.
3.
Amend first sentence of paragraph 2.2.
Owner shall furnish to Contractor up to five (5) copies. . .
4.
Revise paragraph 2.7.
, Before any work at tne'site is started, CONTRACTOR shall deliver to OWNER, with' "
a copy to::ENGINEER, certificates ( and other evidence of insurance requested by
OWNERYwhich CONfRACTOR is required to purchase and maintain in accordance
with para8raPhs 5.3 and 5.4.
5.
, Amend paragraph 4.1.
Add: Contractor shall schedule work as prioritized in the Instruction to Bidders.
6.
Amend paragraph 4.2.1
Add: Soil boring report is not available. If the ~oring logs are completed prior to
bids, the logs will be made available to th~ bidders.
7.
The limits of liability for the insurance required by paragraph 5.3 of the General Conditions
shall provide coverage for not less than the following amounts or greater where required by
Laws and Regulations:
a. Policies, Certificates, Limits and Disposition of Documents. - The Contractor shall
obtain at his expense insurance with limits as shown hereinbelow unless the
Contractor desires to broaden the limits and obtairi more protection.
[1]
OWNER'S PROTECTIVE LIABILITY INSURANCE - Taken out in name
of the owner as insured. (See Invitation to Bid for exact legatname of owner.)
Bodily injury, including death -limits of$I,OOO,OOO.OO for each person and
$2,000,000.00 for each accident.
Property damage -limits of $500,000.00 for each accidentand $1,000,000.00
for the aggregate of operations.
DISPOSITION: Original policy must'beddeposited with owner prior to
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commencement of work. '
[2] CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE - Taken: out
in the name of the Contractor.
Bodily injury, including death -limits of $1,000,000.00 for each person and
$2,000,000.00.for each accident.
Property damage -limits of$500,000.OO for each accident and $1,000,000.00
for the aggregate of operations.
DISPOSmON: Certificate of insurance must be sent to owner prior to
commencement of work.
[3] CONTRACTOR'S PUBLIC LIABILITY INSURANCE - Taken out in the
name of the Contractor.
Bodily injury, including death -limits of$I,OOO,OOO.OO for each person and
$2,000,000.00 for each accident.
Property damage -limits of$500,OOO.OO for each accident and $1,000,000.00
for the aggregate of operations.
DISPOSITION: Certificate of insurance must be sent to Owner prior to
commencement of work.
[4 r BUII..DER'S RISK INSURANCE - Payable to the'Contractor and OWiler, as
their interests may appear, upon the entire structurecand upon all materials in
or adjacent thereto which are to be made a part of the insured structure to
100% of the insurable value thereof covering fire, extended coverage,
vandalism and malicious mischief.
DISPOSmON: Original policy must be deposited with Owner prior to
commencement of work.
b.
Acceptability of Insurers to Owner. - No insurance will be acceptable unless written
by a company licensed by the State Insurance Commissioner to do business in Georgia
at the time the policy is issued, and the company must in addition be acceptable to the
~" ,..' . Owner. To avoid inconvenience, any general contractor'or subcontractor must get
in touch with the Owner to determine whether the insurance company or companies
he expects to use is or are acceptable to the Owner. All policies and certificates must
be signed or countersigned, as the case may be, by resident Georgia agents.
c.
Termination of Obligation to Insure. - Unless otherwise expressly provided to the
contrary, the obligation to insure as prescribed herein shall not terminate until the
Engineer shall have executed the final certificate.
d.
Contractor ,shall purchase and maintain during the full course of construction "All
Risk" Builder's Risk Insurance coverage which names the Contractor, Owner and
Engineer as co-insured.
e.
The Contractor will turn over areas completed for construction prior to substantial
completion. Contractor shall maintain insurance on work he performs within "battery
, limits".
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8.
Add to, paragraph 6.8.2.
The CONTRACTOR shall identify Utility Contractor at time of bid and mark the Bid
with th Utility Contractor's Georgia License Number. Within two (2) days of being
notified that the CONTRACTOR is the apparent low bidder, the CONTRACTOR
shall submit a list to the ENGINEER of the following SUBCONTRACTORS that
he plans to use on this project. The list shall include:
a. Irrigation subcontractor
b. Grading subcontractor
c. Sprigging subcontractor
d. Electrical subcontractor
e. Paving subcontractor
9.
Add paragraph 7.5
7.5.
Should CONTRACTOR cause damage to the work or property of any
separate contractor at the site, or should any claim arising out of
CONTRACTOR's performance of the' Work at the site be 'made by any
separate contractor against CONTRACTOR, OWNER, ENGINEER, the
Construction Coordinator or any other person, CONTRACTOR shall
promptly attempt to settle with such other contractor by agreement, or to
otherwise resolve the dispute by arbitration or at law. CONTRACTOR shall,
to the fullest extent permitted by Laws and Regulations, indemnify and hold
OWNER, ENGINEER and the Construction Coordinator harmless from and
against all claims, damages, losses and expenses (including, but not limited to,
fees of engineers, architects, attorneys and other professionals and court and
arbitration costs) arising directly, indirectly or consequentially out of any
action, legal or equitable, brought by any separate contractor against
OWNER, ENGINEER, or the Construction Coordinator to th~ extent based
on a claim arising out of CONTRACTOR's performance of the Work. Should
a separate contractor cause damage to the Work or property of
CONTRACTOR or should the performance of Work by any separate
contractor at the site give rise to any other claim, CONTRACTOR shall not
institute any action, legal or equitable, against OWNER, ENGINEER or the
Construction Coordinator or permit any action against any of them to be
maintained and continued in its name or for its benefit in any court or before
any arbiter which seeks to impose liability on or to recover damages from
OWNER, ENGINEER or the Construction Coordinator on account of any
such damage or claim. If CONTRACTOR is delayed at any time in
perfonning or furnishing Work by any act or neglect of a separate contractor
and OWNER and CONTRACTOR are unable to agree as to t he extent of any
adjustment in Contract Time attnbutable thereto, CONTRACTOR may make
a claim for an extension of time in accordance with Article 12. An extension
of the Contract Time shall be CONTRACTOR's exclusive remedy with
respect to OWNER, ENGINEER and Construction Coordinator for any
delay; disruption, interference or hinderance . caused -by any separate
..,.... '.,-'
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10.
11. .
12.
contractor. This paragraph does not .prevent recovery from OWNER,
ENGINEER or, Construction Coordinator for activities that are their
respective responsibilities.
Delete paragraph 9.10 of the General ConcJitions in its entirely and insert the following in its
place:
9.10 ENGINEER will have authority to determine the actual quantities and
classifications of items of Unit Price Work performed by CONTRACTOR,
and the written decisio~ of ENGINEER on such matters will be final, binding
on OWNER and CO~CTOR and not subject to appeal (except as
modified by ENGINEER to reflect changed factual conditions).
Add to paragraph 13.3
The OWNER will select the TESTING AGENCY for the PROJECT. The
CONTRACTOR shall pay the TESTING AGENCY for services rendered in
connection with the PROJECT from the "Allowance set forth in' the BID FORM.
Contractor may not markup ~STING AGENCY'S bills. TESTING AGENCY'S
invoices to the CONTRACTO)t shall be submitted with the CONTRACTOR'S Pay
Request and correlated to the Pay Request line item Testing Allowance. Contractor
shall also submit a WAIVER OF LIEN for all prior months billings by TESTING
AGENCY as well as all other SUBCONTRACTORS.
Delete ARTICLE 16.
4
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STANDARD FORM OF AGREEMENT
BElWEEN OWNER AND CONTRACTOR
ON THE BASIS OF A STIPULATED PRICE
THIS AGREEMENT is dated as of the / ~ f, day of Oo~
in the year 1997 by and between Augusta-Richmond County coI11Il1i{sion
(hereinafter called OWNER) and
Blair Construction, Inc.
(hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree
as follows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The
Work is generally described as follows:
Soccer Complex and Recreational Park, Maddox Road
The Project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:.
Constructing a Soccer Compl~and Recreational Park, Maddox Road, Augusta-RichmondCounty,
Cia. -
Article 2. ENGINEER.
The Project has been designed by Johnson, Laschober & Associates, P.C.
1296 Broad Street
, Augusta, Ga. 30901
who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all
duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract '
Documents in connection with completion of the Work in accordance with the Contract Documents.
Article 3. CONTRACT TIME.
3.1. The Work will be substantially completed on or before July 15, 1997, and completed and
ready for final payment in accordance with paragraph 14.13 of the General Conditions on or
before August 15,1997.
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3.2.,LiquidatedDamages. OWNER:1and CONTRACTOR recognize that time is of the 'essence , .. 1-1':1'"
of this Agreement and that OWNER will suffer financial loss if the Work is not completed
within the times, specified in paragraph 3.1 above, plus any extensions thereof allowed in
accordance with Article 12 of the General Conditions. They also recognize the delays, expense
and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered
by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such
proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as
a penalty) CONTRACTOR shall pay OWNER One Hundred dollars
($ 100.00 ) for each day that expires after the time specified in paragraph 3.1 for Substantial
Completion until the Work is substantially complete. After Substantial Completion if
CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the
Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay
OWNER One Hundred dollars ($ 100.00) for each day that expires
after the time specified in paragraph 3. I for completion and readiness for final payment.
Article 4. CONTRACT PRICE.
4.1. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents in current funds as follows:
Base Bid
Geotechnical Testing
Allowance
$815,000.00
$ 10,000.00
Total Contract Amount
$~05,000.00 plus Testing Reimbursement.
Article 5.' PAYMENT PROCEDURES..,. ,^,
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General
Conditions. Applications for Payment will be processed by ENGINEER as provided in the General
Conditions.
5.1. Progress Payments. OWNER shall; make progress payments on account of the Contract
Price on the basis of CONTRACTOR's Applications for Payment as recommended by
ENGINEER, on or about the 25 day of each month during construction as provided below.
All progress payments will be on the basis of the progress of the Work measured by the
schedule of values established in paragraph 2.9 of the General Conditions (and in the case of
Unit Price Work based on the number of units completed) or, in the event there is no schedule
of values, as provided in the GeneraJ Requirements.
5.1.1. Prior to Substantial Completion, progress payments will be made in an amount
equal to the percentage indicated below, but, in each case, less the aggregate of payments
previously made and less such amounts as ENGINEER shall determine, or OWNER may
withhold, in accordance With paragraph 14.7 of the General Conditions.
2
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10 % of Work completed. If Work has been 50% completed as determined by
ENGINEER, and if the character and progress of the Work have been satisfactory
to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain satisfactory
to them, there will be no additional retainage on account of Work completed in
which case the remaining progress payments prior to Substantial Completion will
be in an amount equal to 100% of the Work completed.
5.1.2. Upon Substantial Completion, in an amount sufficient to increase total payments
to CONTRACTOR to 95 % of the Contract Price, less such amounts as ENGINEER
shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions.
5.2. Final Payment. Upon fihal completion and acceptance of the Work in accordance with
paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract 'Price
as recommended by ENGINEER as provided in said paragraph 14.13.
Article 6. DELETED
Article 7. CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following:
representations:
7. 1. CONTRACTOR has familiarized itself with the nature and extent of the Contract
Documents, Work, site, locality, and, all local conditions and Laws and Regulations that in any
manner may affect cost, progress, performance or furnishing of the Work.
7.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface
conditions and drawings of physical conditions which are identified in the Supplementary
Conditions as provided in paragraph 4 . 2 'of the General Conditions, and accepts the determination set
forth in paragraph S C-4. 2 of the Supplementary Conditions of the extent of the technical data contained
in such reports and drawings upon which CONTRACTOR is entitled to reply.
7.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and
carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition
to or to supplement those referred to in paragraph 7 . 2 above) which pertain to the subsurface or physical
conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing
of the Work as CONTRACTOR considers necessary for the performanCe or furnishing of the Work at the
Contract Price, within the Contract Time and in accordance with the other terms and conditions of the
Contract Documents, including specifically the provisions of paragraph 4 . 2 of the General Conditions; and
no additional examinations, investigations, explorations, tests, reports, studies or similar information or data
.are or will be required by CONTRACTOR for such purposes.
7.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract
3
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Documents with"respect.,to, existing Underground Facilities at or contiguous,<;to,the,,'si~'.and assumes.
responsibility for the accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information or data in respect of said
Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work
at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the
Contract Documents, including specifically the' provisions of paragraph 4 . 3 ' of the General Conditions.
7.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations,
explorations, tests, reports and studies with the terms and conditions of the Contract Documents.
7.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he
has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable
to CONTRACTOR.
Article 8. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER,and CONTRACTOR concerning
the Work consist of the following: '
8.l. This Agreement (pages 1 to 6, inclusive).
8.2. Exhibits to this Agreement - None
8.3. PerformanCe and Payment Bonds,
8.4. Notice of Award.
8.5. General Conditions (pages 1 to 28 inclusive) .
8.6. Supplementary Conditions (pages 1 to 4, inclusive).
8.7. Specifications consisting of Divisions 1,2 and 16, as listed in table of contents thereof.
8.8. Drawings, consisting of a cover sheet and sheets numbered CO.1 through E2.2, inclusive with each sheet
bearing the following general title:
CO.1
Cl.l
Cl.2
Cl.3
C2.1
C3.1
C3.2
C4.1
C4.2
C4.3
El.l
El.2
E2.1
E2.2
Boundary & Topographic Survey
Layout Plan & Utility Plan
Grading Limits Plan
Grading & Drainage Plan
". Miscellaneous Plan
Soil Erosion & Sediment Control Plan
Soil Erosion & Sediment Control Notes & Details
Miscellaneous Details
Miscellaneous Details
Miscellaneous Details
Field Lighting Site Plan.
Roadway Lighting Site Plan
Field Lighting Pole Plans
Electrical Details
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4
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8.9. Addenda number 1, inclusive. "'.'
''''_~1J:;; ':
8.10. CONTRACTOR's Bid (pages 1 to 7, inclusive).
8.11. The following which may be delivered or issued after the Effective Date of the Agreement and are not
attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the
Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions.
8.12. The documents listed in paragraphs 8.2 et seq. above are attached to this Agreement (except as
expressly noted otherwise above).
There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions,
Article 9. MISCELLANEOUS.
9.1. Terms used in this Agreement which are defmed in Article I of the General Conditions will have the '
meanings indicated in the General Conditions.
9.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be
binding on another party hereto without the written consent of the party sought to be bound; and specifically
but without limitation moneys that may become due and moneys that are due may not be assigned without such
consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically
stated to the contrary in any written consent to an assignment no assignment Will release or discharge the
assignor from any duty or responsibility under the Contract Documents.
9.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal represen-
tatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all
covenants, agreements and obligations contained in the Contract DoCuments.
Article 10. OTHER PROVISIONS.
10.1 GEORGIA PROMPT PAY ACT
This agreement is intended by the parties to, and does, supercede any and all provisions of the
Georgia Prompt Pay Act, O.C.G.A. ,. 13-11-1, et seq. In the event any provision of this Agreement
is inconsistent with any provision of the Prompt Pay Act, the provisions of this Agreement shall
control.
10.2 -CONSENT TO JURISDICTION
All claims, disputes and other matters in question between the OWNER ~d the CONtRACTOR
arising out of or related to the Agreement, or the breach thereof, shall be decided in the Superior
Court ofRicbmond County, Georgia. The Contractor, by executing this Agreement, specifically
consents to venue in Ricbmond County and waives any right to contest the venue in the Superior
Court of Ricbmond County, Georgia,
10.3 RETAINAGE
Notwithstanding any provision of the law to the contrary, the parties agree that no interest shall be
due CONTRACTOR on any sum held as retainage pursuant to this Agreement and
CONTRACTOR specifically waives any claim to same.
5
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IN WITNESS"WHEREOF, OWNER and CONTRACTOR have signed this.Agreement in triplicate. One
counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the
Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on
their behalf.
This Agreement will be effective on
fMR-!L /"
.19~.
OWNER: Augusta-Richmond County
Commission
Augusta, Ga.
BY
This documont approved as to
legal sufficiency and form.
. ~ f:f7
CONTRACTOR ' Blair Construction, Inc.
P.O. Box 770
Evans, GA 30809
BY /Al~~~~ (( 1fIff&d\llM
PR5S~
[CORPORATE SEAL]
Attest 'J">, O~L '-J-n <....J+
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Address for giving notices
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License No.
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Agent for service of process:
Rv 'D ~ V A../)IAJ LAA11:::J
GS 71 MA."f"l!)/l.--
6
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1-
NOTICE OF AWARD .
Dated April 18, 1997
TO: Blair Construction. Inc.
(Bidder)
ADDRESS: P.O. Box 770
Evans GA 30809
PROJECT
Soccer Comolex and Recreational Park
ENGINEER'S PROJECT NO
42.602
CONTRACT FOR Constructing a Soccer Comolex and Recreational Park. Maddox Road. Augusta-
Richmond County, GA
You are notified that your Bid dated February 27, 1997 for the abqve Contract
has been considered. You are the apparent successful bidder and have been awarded a ~ontract for
The Base Bid.
The Contract Price of your contract is Eight hundred five thousand. dollars. Dollars ($ 805.000).
plus Testing Reimbursement.
Three copies of each of-the proposed Contract Documents (including Drawings) accompany this
Notice of Award.
You must comply with,the following conditions precedent within fifteen days' of the' date of this
Notice of Award, that is by May 3, 1997.
1. You must deliver to the OWNER three fully executed counterparts of the Agreement including
all the Contract Documents. This includes the triplicate sets of Drawings. Each of the Contract
Documents must bear your signature on the cover of the speCifications and every page of the
Drawings.
F1L1!:K:\42602\ADMIN\SPECSlI910,22
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2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the
Instructions to Bidders (paragraph 17), General Conditions (para graph 5.1) and Supplementary
Conditions (paragraph SC-5.1).
General Contractors of America.
3. (List other conditions precedent).
Failure to comply with these conditions within the time specified will entitle OWNER to consider
your bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited.
Within ten days after you comply with those conditions, OWNER will return to you one fully signed
counterpart of the Agreement with the Contract Documents attached.
Augusta-Richmond County Commission
:~ER);1 ~ k
(AtrrHORIZED SIGNA11JRE)
Joe Johnson, P.E. - Project Engineer
(TITLE)
Copy to ENGINEER
(Use Certified Mail,
Return Receipt Requested or
Hand Deliver)
F1LE:K:\426021ADMIN\SPECSlI910,22
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NOTICE TO PROCEED
Dated
TO:
(Contractor)
ADDRESS:
PROJECT Soccer Complex and Recreational Park
OWNER'S PROJECT NO.
42.601
CONTRACTFOR" Constructing a Soccer Comolex'andRecreational Park 'Maddox Road."; "
Augusta-Richmond Countv~ Ga.,.
'I ,':, (InsertnameOlCOOlm:l...lappearsmlllellllldIngUOCUIDel1l!) , '~~:':,~'~:."
"';..' 'X-'t::::,'-;::'J.,' ,Y ouare,notified. that .the'Contract,Time'undef::the:above:contract,wiU:commence,to,run.,on. ;;","~":c " .~:,'....: ';:'.' <".-,'
. ..""By that.date,:you are: to ,start: performing your obligations_under the Contract.::~:.::' ','
. Documents., In accordance with Article. 3 of the Agreement the dates of Substantial Completion and :';,'c;' "
FinalCompletion!are.' .. . and, L......_ ,','
respectively.
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Before you may start any Work at the site, paragraph 2.7 of the General Conditions provides that you'
and Owner must each deliver to the other (with copies to ENGINEER) certificates of insurance'
which each is required to purchase and maintain in accordance with the Contract Documents.
Also before you may start any Work at the site, you must .'
(add olhciRqUiremcnts)
Copy to ENGINEER
(Use Certified Mail,
Return Receipt Requested)
. (OWNER)
By
(AurnORIZED SIGNATIJRE)
(TITLE)
-
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EJCDC 1910-23 (1983 Edition)
Prepared by the Engineers' Joint.Con~~ct Documents Committee and endorsed by Th,e,AS~ociat~d General
Contractors of America. . . "
P1LI!:H:IACCTGICONTRACl\MASTERSl1910,23
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APPLICA nON FOR PAYMENT NO.
To
Augsta-Richmond County Board of Commissioners
(OWNER)
. ~ .....;.,,:~_ .. ~..-=,-"".'...w... '.,
Contract for Soccer Complex and Recreational Park Maddox Road
ENGINEER's Project No.
42.602
For Work accomplished through the date of
ITEM CONfRACTOR's Schedule of Values WorK Completed
Unit Price Quantity Ammmt Quantity Amount
$ $ $
.... .'. Total $ $
'COng. Contract)" , .. -....... n ___ , . '"
C. O. No. I
C. O. No, 2
Accompanying Documentation:.. '"
GROSS AMOUNT DUE ............. $
LESS % RETAINAGE .............. . , $
AMOUNT DUE TO DATE ........... , $
LESS PREVIOUS PAYMENTS ....... $
AMOUNT DUE TIllS APPLICATION.. $
CONfRACTOR'S Certification:
The undersigned CONTRACTOR certifies that (I) all previous progress payments received from OWNER on account of
Work done under the Contract referred to above have been applied to discharge in full all obligations of CONfRACTOR
incurred in connection with Work covered by prior Applications for Payment numbered I tlrrough . inclusive;
and (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application
for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances
(except such as covered by Bond acceptable to OWNER).
Dated
Contractor
By
Payment of the above AMOUNT DUE THIS APPLICATION is recommended.
Dated
JOHNSON.LASCHOBER & ASSOCIATES. P,C,
Engineer
By
EJCDC NO. 1910.8-E
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APPLICATION FOR PAYMENT
INSTRUCflONS
A. GENERAL INFORMATION
This standard form is intended as a guide only., Many projects require a much more extensive form with space for numerous
items. descriptions of Change Orders, identification of variable quantity adjustments, summary of materials and equipment
stored at the site ao,d other information. It is expected that a separate form will be developed by Engineer or Contractor at
the time Contractor's Schedule of Values is finalized. Note also that the format for retain age must be changed if the
A8I:eement permits (or the La".V.provides), ~~ Contractor ~lects, the deposit of securities in lieu of retain age. Refer to
Article 14 of the General Conditions for proVlSIOns concernmg payments,to Contractor.
B. COMPLETING THE FORM
The Schedule of Values, submitted and approved as provided in paragraphs 2.6.3 and 2.9 of the General Conditions, should
be copied in the space indicated on the Application For Payment form, Note that the cost of materials and equipment is often
listed separately from the cost of their installation. All Change Orders affecting the Contract Price should be identified and
include such supplemental Schedules of Values as required for progress payments.
The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required
~ccoI?panying-documenta~on .is 'usually> more 'extensive 'for- final 'payment'~All 'accompanying' documentation'should;be """"7'~'"
Identified m the space proVlded on the form. ." ,. " , , , ,
C. ENGINEER'S REVIEW' ,
Engineer must review all Applications.for payment-with.care, to' avoid: recommending ,any, payments not yet earned by':.,,,,,,
Contractor: All accompanying documentation oflegal nature,.such as lien waivers; should be reVlewed by an attorney,and:,-',:.
Engineer should so advise Owner..,;,.""" '. ._.
EJene NO, 1910.8-E
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CHANGE ORDER
No.
PROJECT: Soccer Complex and Recreational Park DATE OF ISSUANCE:
OWNER: Augusta-Richmond County Board of Commissioners
CONTRACTOR:
ENGINEER: Johnson, Laschober & Aisoc" P.C.
CONTRACT FOR: Soccer Complex and Recreational Park, Maddox Road
ENGINEER's Project No. 42.602
Y Oll are directed to make the following changes in the Contract Documents.
Description:
Pw-pose of Change Order:
Attachments: '(List documents'supporting change) .,~-, ".... ,'-, '" ." , "
;.-;.\_.\.......,. ~'''''. .
CHANGE IN CONTRACT PRICE:
Original Contract Price
"-'" --., $
CHANGE IN CONTRACT TIME:
Original Contract Time
,~~. ....
Previous Change Orders,No.
$
to No.
. Net change from previous Change Orders ';:,
Contract Price prior to this Change Order
$
Contract Time Prior to this Change Order
Net Increase (decrease) of this Change Order
$
Net Increase (decrease) of this Change Order
Contract Price with all approved Change Orders
$
Contract Time with all approved Change Orders
RECOMMENDED:
APPROVED:
APPROVED:
by
by
by
Engineer
Owner
Contractor
CHANGE ORDER
EJCDC NO. 1910-8.B
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INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed to provide a uniform format for handling contract changes that affect Contract Price or
Contract Time. Changes that have been initiated by a Work Directive Change must be incorporated into a subsequent Change
Order if they affect Price or Time.
Changes that affect Contract Price or Contract Time should be promptly covered by a Change Order. The practice of
accumulating change order items to reduce the administrative burden may lead to unnecessary disputes. ,
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Time. a Field
Order may be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer initiates the form. including a description of the changes involved and attachments based upon documents and
proposals submitted by Contractor, or requests from Owner, or both,
Once Engineer has completed and signed the form. all copies should be sent to Contractor for approval. After approval by
Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of executed copies after
approval by Owner.
Ifa change only'applies to price or to time, cross out the part of the tabulation:thatdoes not apply. ,=,,,.....'.,
EJCDC NO. 1910-8.8
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CERTIFICATE OF SUBSTANTIAL COMPLETION
ENGINEER's Project No. 42.602
Project Soccer Complex and Recreational Park
CONTRACTOR
Contract Date
Contract For '
Constructin~ Soccer Com~x andRecreational Park. Maddox Road.
Augusta-Rtc ond County,
This Certificate of Substantial Completion applies to all Work under the Contract Docwnents or to the following specified
parts thereof: '
To:
" OWNER
AudTo
CONTRACTOR
The Work to which this Certificate applies has been inspected by authorized representatives of OWNER. CONTRACTOR
and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with the Contract Documents
Date of Substantial Completion
,
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure
to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the
Contract Docwnents. The items in the tentative list shall be completed or corrected by CONTRACTOR within
days of the above date of Substantial Completion.
EJCDC NO. 1910,8-0
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The responsibilities between OWNER arid CONTRACTOR for security, operation. safety, maintenance, heat, utilities,
insurance and warranties shall be as follows:
RESPONSrnll.ITIES:
OWNER:
CONTRACTOR:
The following documents are attached to and made a part of this Certificate:
This certificate does not constitute an acceptance,ofWorknot in accordance;with.the Contract Documents nor.is ita release""" ,'<,'" ,,'
of CONTRACTOR's obligation to complete the Workin accordance with the Contract Documents: ".
.;.y~;:.~~,.. .
, Executed by ENGINEER on
JOHNSON, LA SCHOBER &'ASSOCIATES. P.C:;, '
ENGINEER
By
CONTRACTOR accepts this Certificate of Substantial Completion on
CONTRACTOR
By
OWNER accepts this Certificate of Substantial Completion on
-~J ,.'
'>;.:; !
OWNER
By
EJCDC NO. 1910,8-0
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SECTION 01010 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. The Project consists of:
Constructing a Soccer Complex and Recreational,Park,
1. Project-Location: Maddox)Road~,;Augusta-Richmond, County~,Georgia",:
'. 2. Owner:';, Augusta-Richmond'.County1Board,'of Commissioners,.;:. " '., ..,. '-'" . .
Recreation and Parks ,Department:
P.O.Box 5596
Augusta, Ga. 30916-5596 ' '
B.. Contract Documents, dated . December 19, :1996 were prepared" for .theProject::by:'o::"
Johnson, Laschober & Associates; P.C.
1296 Broad Street
Augusta, Ga. 30901.
C. The Work consists of:
Clearing and grubbing the grading limits; Installing. an outlet. structure in the.
existing dam, modifying the dam as shown on the contract documents, cleaning and
removing dead growth;vines and debris from the pond banks (while protecting trees
and shrubs on the bank) and remove all growth within the limits of the pond,
installing athletic fields, sprigging and irrigation systems and controls, protect and
reconnect existing irrigation controls and irrigation system, water system, asphalt
paving, concrete curb and gutter, crusher run parking areas, natureljogging trails,
athletic field lighting, roadway lighting, fencing, storm drainage, soil erosion and
sediment control devices and general disturbed area grassing, french drains and
installing permanent monuments for the soccer field comers by a Registered
Professional Land Surveyor registered in the State of Georgia.
D. The Work will be constructed under a single prime contract.
SUMMARY OF WORK ~
01010 - 1
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1.3 CONTRACTOR USE OF PREMISES
A. General: During the construction period the Contractor shall have full use of the premises
for construction operations, including use of the site. The Contractor's use ofthe premises
is limited only by the Owner's right to perform work or to retain other contractors on
portions of the Project.
B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations
to areas within contract limits indicated. Do not disturb portions of the site beyond the
areas in which the Work is indicated.
1. Driveways and Entrances: Keep driveways and entrances serving the premises clear
and available to the Owner, the Owner's employees, and emergency vehicles at all
times. Do not use these areas for parking or storage of materials. Schedule
deliveries to minimize space and time requirements for storage of materials and
equipment on-site.. .
1.4 OCCUPANCY REQUIREMENTS
, ., "A..' Partial Owner Occupancy:"'TheOwner.:reservesthe'.rightto'occupy\'an&,to~place:and,'installi,;.'r~"!;;:''''
. --. - . equipment in completed areas prior to: Substantial' Completion,. provided~such occupancY,'.:;.1.j;'.
" '.., - , -,. _ does not, interfere with completion:ofthei'W ork.,;,;, Such;placing;ofequipment..and; partiaL~~,~;:,i.,.., .
, occupancy shall not constitute'acceptance of the total..W ork." Contractor shall maintain all: '~L' ;7'.
., , " insurance coverage for the entire site until such time the Substantial Completion is issued,. ,.., -. ,
,':~""'" .-.:.< c", ", r. ',;'.' for ALL the work-on, the entire site:',;Partiatoccupancy' does not:,relieve,the;Contractor,,:;:'i\:""::;": .
of this obligation to maintain insurance for the entire project' site. ..
1. The Engineer will prepare a Certificate~of Substantial Completion for each specific
portion of the Work to be occupied prior to Owner occupancy.
2. Prior to partial Owner occupancy, electrical systems shall be fully operational.
Required inspections and tests shall have been successfully completed. Upon
. occupancy; the Owner'wilI'operate an~maintain electrical systems:'~"'''-'''' . ,..".. c ., , -,..
3. Upon occupancy, the Owner will assume responsibility for maintenance and
custodial service for occupied portions of the site.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01010
SUMMARY OF WORK
01010 - 2
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SECTION 01027 - APPLICATIONS FOR PAYMENT
" ~.',.,. ...
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections,. apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements govermng the
Contractor's Applications for Payment.
B. ' This Section specifies'administrative~and~procedural,:requirements;goveming,~contractorls ':,~;\\:;:!;;::'. ,
Applications forPayment:~:~;:,.
1. . Coordinate'the '''Scbedule;;'of'Values'':and"-Applications'''for,' Payment,.~withl' the',.,,:... '
Contractor's Construction '.Schedule;Submittal, Schedule~1 and List of Subcontracts..::',,'.
1.3 SCHEDULE OF.VALUES":
-: -. ,'-.' ~
. . "."" '" ' A. ' Coordination:,.~Coordinate~preparation:ofthe:Schedule~:ofYalues.withpreparation:ofthe:i~r;:ic~;"
Contractor's Construction Schedule." , '
1. Submit the Schedule of Values to the Architect at the earliest possible date but no
later than 7 days before the date scheduled for submittal of the initial Applications
for Payment. -.
B. Format and Content: . Use the Project'Manualtable'ofcont~nts as..a guide-to'establish,the,...,,,"J..
format for the Schedule of Values. Provide at least one line item for each Specification
Section.
I. Identification: Include the following Project identification on the Schedule of
Values: '
a. Project name and location.
b. Name of the Engineer.
c. Project number.
d. Contractor's name and address.
e. Date of submittal.
2. Arrange the Schedule of Values in tabular form with separate columns to indicate
the following for each item listed: .
APPLICATIONS FOR PAYMENT
01027 - 1
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a.
b.
c.
d.
e.
f.
g.
Related Specification Section or Division.
Description of Work.
Name of subcontractor."
Name of manufacturer or fabricator.
Name of supplier.
Change . Orders (numbers) that affect value.
Dollar value.
. .~.' ..- ...
1) Percentage of Contract Sum to nearest one-hundredth percent, adjusted
to total 100 percent.
3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the
Project Manual table of contents. Break principal subcontract amounts down into
several line items.
, 4. Round amounts to nearest whole dollar; the total shall equal the Contract Sum.
5. Provide a separate line item intheSchedule,ofValues,for:each,part:of.the,Work " '
where' Applications,for:Payment, may' include.;materials~or, equipment,:;,purchased,;or.,;;;,:.",
fabricated, and stored,: but. not.yetjnstalled'~;'~: ~ ;':~.- ';',
a. Differentiate between items 'stored' on-site 'and 'items stored,'off-site~':':Include":':,' . "
requirements for insurance and bonded warehousing;, if required: " "; ,
, ,.6. : ' Schedule Updating:':,~.update'and,resubmitthe!.Schedule.of..Yaluesprior.to-theriextJ:"""~':,-,
Applications for Payment when Change Orders: or. Construction. Change:Directives .;/:::;,\> '
result in a change in the Contract Sum.' " ;.
'1.4 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments
, as certified by the 'Engineer and paid for by the Owner.
1. The initial Application for Payment; the Application..' fOf" Payment. at time of"
Substantial Completion, and the final Application for Payment involve additional
requirements.
B. Payment-Application Times: The date for each progress payment is the 15th day of each
month. The period covered by each Application for Payment starts on the day following
the end of the preceding period and ends 15 days prior to the date for each, progress
payment.
C. Payment-Application Forms: Use forms provided by the Owner for Applications for
Payment. Sample copies are included at the end of this Section. '
D. Application Preparation: Complete every entry on the form. Include notarization and
execution by a person authorized to sign legal documents on behalf of the Contractor. The
Engineer will return incomplete applications without action.
APPLICATIONS FOR PAYMENT
01027 - 2
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1. Entries shall match data on the Schedule of Values and the Contractor's
Construction Schedule. ,Use updated schedules if revisions were made.
2. Include amounts ofCtt,ange Orders and Construction Change Directives issued prior
to the last day of the construction period covered by the application. .,
E. Transmittal: Submit 3 signed and notarized original copies of each Application for
Payment to the Engineer by a method ensuring receipt within 24 hours. One copy shall
be complete, including waivers of lien and similar attachments, when required.
1. Transmit each copy with a 'transmittal form listing attachments and recording
appropriate information related to the application, in a: manner acceptable to the
Engineer.
F. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of
mechanics liens from subcontractors, sub-subcontractors and suppliers for the construction
period 'covered by the previous application.
1. Submit partial waivers on each item for the amount requested, prior to deduction for
retain age, on each item.
2. When an application shows completion of an item,'. submit final, or-filiI, waivers:,! '~.
3. The Owner reserves the' right to designate which entities involved,in:the,;WorkmusL-:.::,
submit waivers.
4. Waiver Delays: Submit each Application for Payment with the'Contractor's'waiver.-~':;'",
of mechanics lien for the period of construction covered' by. the application; . :'" "
a. Submit final Applications for Payment with or preceded by.final.waivers from'.'.. "
every entity involved with performance of the Work,covered.,.by,the :,'.,
application who is lawfully entitled to a lien.
5. ~ Waiver Forms: ' Submit waivers of lien on forms, and executed in a manner, , "
~ acceptable to the Owner.
G. Initial AppliCation for Payment: 'Administrative actions and submittals, that must precede
or coincide with submittal of the first Application for Payment, include the following:
1. . List of subcontractors. ,
2. ,List of principal suppliers and fabricators.
3. ' Schedule of Values.
4. I Contractor's Construction Schedule (preliminary if not final).
5. . Schedule of principal products. ...", -
6. Schedule of unit prices.
7. Submittal Schedule (preliminary ifnot final).
8. List of Contractor's staff assignments.
9. List of Contractor's principal consultants.
10. Copies of building permits.
11. Copies of authorizations and licenses from governing authorities for performance
of the Work.
12. Initial progress report.
13. Report of preconstruction meeting.
APPLICATIONS FOR PAYMENT
01027 - 3
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14. .Certificates of insurance and insurance policies.
'15. Performance and payment bonds.
16. Data needed to acquire the Owner's insurance.
17. Initial settlement survey and damage report, if required.
H. Application for Payment at Substantial Completion: Following issuance of the Certificate
of Substantial Completion, submit an Application for Payment.
1. This application sllall reflect Certificates of Partial Substantial Completion issued
, previously for Owner occupancy of designated portions of the Work.
2. Administrative actions and submittals that shall precede or coincide with this
application include:
a.
b.
c.
d.
e.
f
g.
h.
1.
J.
,k.
.... 1.
Occupancy permits and similar approvals.
Warranties (guarantees) and maintenance agreements.
Test/adjustlbalance records.
Maintenance instructions.
Meter readings.
Startup performance reports..,: ..
Changeover infonnationrelated to Owner's,occupancy, use, operation;~and...:
maintenance.
Final cleaning..' ,
Application for reduction of retain age and consent of surety... . ;, ',.
Advice on shiftinginsurance.coverages;-;,:; 0:'"' ".
Final progress photographs. : '
List of incomplete Work; recognized. as exceptions to Engineer's Certificate , ;.,..:. '
of Substantial Completion. '" ,
I. Final Payment Application: Administrative actions and submittals ,that' must. precede or ,'".,
coincide with submittal of the final Application for Payment.include the followini
1.
2.
3.
4.
Completion of Project closeout requirements.
Completion of items specified for completion after Substantial Completion.
Ensure that unsettled claims will be settled.'"'''' ".,'. ; , . . ,
Ensure that incomplete Work is not accepted and will be completed without 'undue
delay.
Transmittal of required Project construction records to the Owner.
Certified property survey.
Proof that taxes, fees, and similar obligations were paid.
Removal of temporary facilities and services.
Removal of surplus materials, rubbish, and similar elements.
Change of door locks to Owner's access.
5.
6.
7.
8.
9.
10.
,...., "
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01027
APPLICATIONS FOR PAYMENT
01027 - 4
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SECTION 01030 - ALTERNATES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections,. apply to this Section.
1.2 SUMMARY
A.
This Section includes administrative and procedural requirements governing Alternates.
1.3 DEFINITIONS
A.
Definition: An alternate is an amount proposed by bidders and stated on the Bid Form for'
certain work defined in the Bidding Requirements,that may be added to or dedl,lcted from:"" :...., ,
the Base Bid amount if the OWner decides to accept a corresponding change in either the:'.-..: :
, amount of construction,to;be'completec4~or.in,the"products;,materials~';equipment;:..systems,..i;:.~,-"'::",1 ,'".
or installation methods described in the Contract Documents. : . -', . .,
1.
The 'cost or credit for each, alternate ,is ,the net'addition to'or,deductionfrom,the,,~Y,:~"j:..,
Contract' Sum to incorporate the Alternate into the Work: No other' adjustments are .,~, .;
made to the Contract Sum.
1.4' PROCEDURES
A.
Coordination: . Modify or adjust affected adjacent'Workas necessaryto'completely'and"',
fully integrate that Work into the Project.
1.
Include as part of each alternate, miscellaneous devices, accessory objects, and
similar items incidental to or required for a complete installation whether or not
mentioned as part of the Alternate7 ". '
B.
Notification: Immediately following the award of the Contract, notify each party involved,
in writing, of the status of each alternate. Indicate whether alternates have been accepted,
rejected, or deferred for later consideration. Include a complete description of negotiated
modifications to alternates.
C.
Execute accepted alternates under the same conditions as other Work of this Contract.
D~
Schedule: A "Schedule of Altemates"is included at the end of this Section. Specificatio.n
ALTERNATES
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Sections referenced in the Schedule contain requirements for materials necessary to
achieve the Work described under each alternate.
E. Within five days of being notified that you are the "Apparent Low Bidder", submifa
schedule of dates that Add Alternates must be either accepted or rejected. This shedule
may be used to determine the Award of Contract. A non-responsive or unreasonable
schedule will give the Owner cause to reject the Bid. The submitted schedule shall have
additional backup information with anticipated delivery dates and shall be coodinated with
the construction schedule.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1'.SCHEDULE OF ALTERNATES, ,
A. Alternate NO.1: Add field lighting for FIELD NO.2
Alternate No. la: Add for upgrading field lighting for FIELD NO.2 to a "Light-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986. System shall
include precast concrete bases,' steel poles, poletop luminaire assembly using
"...:;'; ".',-, "Sportscluster..;2',~ luminaires~'.electricaLcomponents,enclosurei,and..wireiharness.~:"v.: ';:. ",. :' ...,
B. Alternate No.2: Add field lighting for FIELD NO., 1
Alternate No. 2a:Add for upgrading field lighting for FIELD NO.'1 to a "Light-Structure., '
" ' :,.-:." ,.. System!" asmanufactured'.by'MuscoLighting,'telephone (352).331-7986.".System,shalL,;, ','
include precast concrete bases, steel poles, poletop luminaire, assembly" using' ,
"Sportscluster-2" luminaires, electrical components enclosure, and wire harness.
C. Alternate NO.3: Add field lighting for'FIELD NO.4
Alternate No. 3a: Add for upgrading field lighting for FIELD NO.4 to a "Light-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986. System shall
include precast concrete bases, steel poles, poletop luminaire assembly using
"Sportscluster-2" luminaire~, electrical components enclosure, and wire harness.
D. Alternate NO.4: Add field lighting for FIELD NO.5
Alternate No. 4a: Add for upgrading field lighting for FIELD NO.5 to a "Light-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986. System shall
, include precast concrete! bases, steel poles, pQletop luminaire assembly using
"Sportscluster-2" luminaires, electrical components enclosure,and wire harness.
E.' Alternate No.5: Add field lighting for FIELD NO.3
Alternate No. 5a: Add for upgrading field lighting for FIELD NO.3 to a "Light-Structure
System" as manufactured by Musco Lighting, telephone (352) 331-7986. System shall
,include precast concrete bases, steel poles, poletop luminaireassembly using
"Sportscluster-2" luminaires, electrical components enclosure, and wire harness.
F. Alternate No.6: Add for upgrading field lighting for FIELDS NO. 6,7 to a "Light-
Structure System" as manufactured by Musco Lighting, telephone (352) 331-7986.
System shall include precast concrete bases, steel poles, poletop luminaire assembly using
"Sportscluster-2" luminaires, electrical components enclosure, and wire harness.
ALTERNATES
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G. Alternate No.7: Add paVing to Parking Lots A, B ,and D and delete 1 1/2" of stone base
and concrete header curb.
Alternate No. 7a: Deduct asphalt paving and concrete headers curbs to limit shown on
drawings. Asphalt' on accel\decellane shall remain.
H. Alternate No.8: Add treated wood border and 4" of stone screenings for natureljogging
trail in areas indicated on drawings.
I. Alternate NO.9: Add to install 1 1/2" asphalt paved natureljogging trail existing prepared ,
compacted earth sub grade in areas indicated on drawings.
H. Alternate No. 10: Provide temporary Irrigation water, including all supply lines complete
and all costs of water including the meter and water costs of the serving utility if water
service is not available at Maddox Road by Iunel,1997;
The Owner may elect to accept any Add or Deduct Alternate, and incorporate sum as a Change
Order. Contractor shall notify the Owner when the decision of accepting an Add Alternate must
be made for the Contractor to be able to hold the stated "Add Cost" in the above bid form. '
However, the decision'ofAddtAlternate 'No,," lQj,Will' not~ be",made, until, May: 15 ' unless:"the:'<:: :.'
Contractor notifies the' Owner that' an earlier" date" is~. required. to' accomplish:the. Scheduled;-c:.:. .
planting of the soccer fields. '
END OF SECTION 01030 . .
ALTERNATES
01030 - 3'~
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SECTION 01050 - FIELD ENGINEERING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. General: This Section specifies administrative and procedural requirements for field-
engineering services including, but not limited to, the following:
1. Land survey. work.
1.3 SUBMITTALS
. A.' Certificates:~':Submit'.a, certificate.signed,by"a Georgia.,RegisteredProfessionaL,Land.;,,~,~:. , : '
Surveyor certifyingthe'location and elevation of improvements..,
PART 2 - PRODUCl'S(NotApplicable)
PART 3 - EXECUTION
3.1 EXAMINATION
~. Identification: The Owner will identify existing control points and property line corner
stakes.
B. Verify layout information shown on the Drawings, in relation to the property survey and
existing benchmarks, before proceeding to layout the Work. Locate and protect existing
benchmarks and control points. Preserve permanent reference points during construction.
1. Do not change or relocate benchmarks or control points without prior written
approval. Promptly report lost or destroyed reference points or requirement's to
relocate reference points because of necessary changes in grades or locations.
2. Promptly replace lost or destroyed Project control points. Base replacements on the
original survey control points.
C. Establish and maintain a minimum, of 2 permanent benchmarks on the site, referenced to
FIELD ENGINEERING
01050 - 1
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data established by survey Control points.
1. Record benchmark locations, with horizontal and vertical data, on Project Record
Documents.
D. Existing Utilities an.d Equipment: The existence and location of underground and other
utilities and construction indicated, as existing are not guaranteed. Before beginning
sitework, investigate and verify the existence and location of underground utilities and
other construction. -
1. Prior to construction, verify the location and invert elevation at points of connection
of storm sewer, and water-service piping.
3.2 PERFORMANCE
A Work from lines and levels established by the property survey. Establish benchmarks and
markers to set lines and levels at each story of construction and elsewhere as needed, to. ,,",' ,
locate each element of the Project. Calculate and measure required dimensions within ,.'...
indicated or recognized tolerances. Do not scale Drawings to determine dimensions.
1. Advise entities engaged in construction activities of marked lines and levels provided
for their use.
2. As construction proceeds, check every major element for line, level,.and plumb..' .
B. Surveyor's Log: _ Maintain a surveyor's log of control and other survey work. Make this
log available for reference. .
1. Record deviations from required lines and levels, and advise the Engineer when
deviations thaLexceed indicated or recognized tolerances are detected. On Project
Record Drawings, record deviations that are accepted and not corrected.
C. Site Improvements': Locate and layout site improvements, including pavements, stakes
for grading, fill and topsoil placement, utility slopes, and invert elevations. .
D. Soccer Field Comers: Locate and install a survey monument (No.5 Re-Bar with plastic
cap at ground level) at each comer of each soccer field by a,Registered Professional Land
Surveyor.
END OF SECTION 01050
FIELD ENGINEERING
01050 - 2
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SECTION 01200 - PROJECT MEETINGS
p ART .1 - GENERAL
1. 1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section,
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for project meetings,
including, but not limited to, the following:
1. Preconstruction conferences,
2. Preinstallation conferences,
3. Progress meetings.
4. Coordination meetings.
1.3 PRECONSTRUCTION CONFERENCE '
A. Schedule a preconstruction conference before starting construction, at a time convenient
to the Owner and the Architect, but no later than 15 days after execution of the
Agreement. Hold the conference at the Project Site or another convenient location.
Conduct the meeting to review responsibilities and personnel assig1ments. '
B, . Attendees: Authorized representatives of the Owner, Architect" and their consultants; the
Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and
other concerned parties shall attend the conference, All participants at the conference shall
be familiar with the Project and authorized to conclude matters relating to the Work.
C, Agenda: Discuss items of significance that could affect progress, including the following:
1. Tentative construction schedule.
2. Critical work sequencing, .
3. Designation of responsible personnel.
4. Procedures for processing field decisions and Change Orders.
5. Procedures for processing Applications for Payment.
6, Distribution of Contract Documents,
7, Submittal of Shop Drawings, Product Data, and Samples.'
8, Preparation of record documents,
9. Use of the premises.
10, Parking availability.
11, Office, work, and storage areas.
PROJECT MEETINGS
01200 - 1
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12. Equipment deliveries and priorities.
13. Safety procedures,
14. First aid.
15, Security.
16. Housekeeping.
17. Working hours.
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1.4 PREINST ALLA TION CONFERENCES
A. Conduct a preinstallation conference at the Project Site before each construction activity
that requires coordination with other construction,
B. Attendees: The Contractor, Sub...Contractors and Suppliers involved in or affected by the
installation, and its. coordination or integration with other materials and installations that
have preceded or will follow, shall attend the meeting. Advise the Architect of scheduled
meeting dates.
1. Review the progress of other construction, activities and preparations for' the
particular activity under consideration at each preinstallation conference, including
requirements for the following:
a. Contract Documents. .
b. Options,
c. Related Ch,ange Orders.
d. Purchases..
e. Deliveries,
f. Shop Drawings"Product Data, and quality-control samples,
g. Possible conflicts.
h. Compatibility problems.
1. Time schedules.
J. Weather limitations,
k. Manufacturer's recommendations.
l. Warranty requirements.
m, Compatibility of materials. .
n. Acceptability of previously installed mat~rial,
o. Temporary facilities.
p. Space and access limitations,
q. Governing regulations.
r, Safety.
s. Inspecting and testing requirements.
t. Required performance results.
u. R~cording requirements.
v. Protection,
,2, Record significant discussions and agreements and disagreements of each
conference, and. the approved schedule. Promptly distribute the record of the
meeting to everyone concerned, including the Owner and'the Architect.
PROJECT MEETINGS
01200 - 2
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3. Do not proceed with the installation if the conference cannot be successfully
concluded. Initiate whatever actions are necessary to resolve impediments to
performance of Work and reconvene the conference at the earliest feasible date.
1.5 PROGRESS MEETINGS
A. Conduct progress meetings at the Project Site at regular intervals. Notify the Owner and
the Architect of scheduled meeting dates. Coordinate dates of meetings with preparation
of the payment request.
B. Attendees: In addition to representatives of the Owner and the Architect, each
subcontractor, supplier, or other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these
meetings. All participants at the conference shall be familiar with the Project and
authorized to conclude matters relating to the Work.
C. Agenda: Review and correct or approve minutes of the previous progress meeting.
Review other items of significanCe that could affect progress. Include topics for discussion'
as appropriate to the status of the Project.
1. Contractor's Construction Schedule: Review progress since the last meeting.
Determine, where each activity is in relation to 'the Contractor's Construction,
Schedule, , whether on time or ahead or behind schedule. Determine how
construction behind schedule will be expedited; secure commitments from parties
involved to do so. Discuss whether schedule revisions are required to insure that
current and subsequent activities will be completed within the Contract Time.
2, Review ~e present and future needs of each entity present, including the following:
a. Interface requirements.
b. Time.
c. Sequences,
d. Status of submittals,
e. Deliveries.
f Access.
g. Site utilization.'
h. T~mporary facilities and services,
1. !lours of work. '
J. Hazards and risks.
k. Housekeeping.
1. Quality and work standards.
m. Change Orders,
n. Documentation of information for payment requests.
. D. Reporting: No later than 3 days after each meeting, distribute minutes of the meeting to
each party present and to parties who should have been present. Include a brief summary,
in narrative form, of progress since the previous meeting and report.
PROJECT MEETINGS
01200 - 3
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1. Schedule Updating: Revise the Contractor's Construction Schedule after each
progress meeting where revisions to the schedule have been made or recognized.
Issue the revised schedule con.~~,rrently with the. report of each meeting.
1.6 COORDINATION MEETINGS '
A. Conduct project coordination meetings at regular intervals convenient for all parties
involved, Project coordination meetings are in addition to specific meetings held for other
purposes, such as regUlar progress meetings and special preinstallation meetings.
B. Request representation at each meeting by every party currently involved in coordination
or planning for the construction activities involved. .
C. Record meeting results and distribute copies to everyone in attendance and to others '
affected by decisions or actions resulting from each meeting,
PART 2 - PRODUCTS (Not Applicable),
PART 3 - EXECUTION (Not Applicable)
, ,
END OF SECTION 01200
PROJECT MEETINGS
01200 - 4
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SECTION 01300 -, SUBMITTALS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section,
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for submittals required for
performance of the Work, including the following:
1. Contractor's construction'schedule.
2. Submittal schedule.
3, Daily construction reports.
4. Shop Drawings, .
~, Product Data.
6. Quality assurance' submittals.
B. Administrative Submittals: Refer to other Division 1 Sections and other Contract'
Documents for requirements for administrative submittals. Such submittals include, but are
not limited to, the following:
1, Permits.
2. Applications for Payment. ,
3, Performance and payment bonds.
4. Insurance certificates.
5. List of subcontractors.
1.3 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities. Transmit each submittal sufficiently in advance of performance of
related construction activities to avoid delay.
1. Coordinate each submittal with other submittals, and related' activities that require
sequential activity, '
2. Coordinate transmittal of different types of submittals for related elements of the
Work so processing will not be delayed by the need to review submittals concurrently
for coordination,
SUBMITT ALS
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a. The Engineer reserves the right to withhold action on a submittal requiring
coordination with other submittals until all related submittals are received,
3, Processing: To avoid the need to delay installation'as a result of the time required to
process submittals, allow sufficient time for submittal review, including time for
resubmittals.
a. Allow 2 weeks for initial review. Allow additional time if the Engineer must
delay processing to permit coordination with subsequent submittals,
b. If an intermediate submittal is necessary, process the same as the initial
submittal.
c, Allow 2 weeks for reprocessing each submittal.
d. ' No extension of Contract Time will be authorized because of failure to transmit
submittals to the Engineer sufficiently in advance of the Work to permit
processmg. .
B. Submittal Preparation: ' Place a permanent label or title block on each submittal, for
identification. Indicate the riame of the entity that prepared each submittal on the label or
title block.
1. Provide a space approximately 4 by 5 inches (100 by 125 nun) on the label or beside
the title block on Shop Drawings to record the Contractor's review and approval
markings' arid the action taken.
2. Include the following information on the label for processing and recording action
taken.
a. Project name.
b. Date.
c. Name and address of the Contractor,
d, Name and address of the subcontractor.
e. Name and address of the supplier,
f Name of the manufacturer.
g. Number and title of appropriate Specification Section.
h, Drawing number and detail references, as appropriate,
C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling,
Transmit each submittal from the Contractor to the Engineer using a transmittal form. The
Engineer will not accept submittals received from sources other than the Contractor,
1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Bar-Chart Schedule: Prepare a fully developed, horizontal bar-chart-type, contractor's
construction schedule, Submit within 30 days after the date' established for
"Commencement of the Work."
SUBMITT ALS
01300 - 2
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B. Cost Correlation: At the head of the schedule, provide a cost correlation line, indicating
,planned and. actual costs. On the line, show dollar volume of Work performed as of the
dates used for preparation of payment requests. '
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C. Distribution: Following response to the initial submittal, print and distribute copies to the
Engineer, Owner, subcontractors, and other parties required to comply with scheduled,
dates. Post copies in the Project meeting room and temporary field office.
1. When revisions are made, distribute to the same parties and post in the same
locations, Delete parties from distribution when they have completed their assigned
portion of the Work and are no longer involved in construction activities.
D, Schedule Updating: . Revise the schedule after each meeting, event, or activity where
revisions have been recognized or made. Issue the updated schedule concurrently with the
report of each meeting,
1.5 DAILY CONSTRUCTION REPORTS
A Prepare a daily construction report recording the following information concerning events
at the site, and submit duplicate copies to the Engineer at weekly intervals:
, ,
, 1, List of subcontractors at'the site.
2, Approximate count of personnel at the site.
3, High and low temperatures; general weather conditions,
4. Accidents and unusual events.
5. Meetings and significant decisions.
6, Stoppages, delays, shortages, and losses,
7. Meter readings and similar recordings.
8, Emergency procedures. '
9. Orders and requests of governing authorities.
10, Change Orders received, implemented. .
11. Services connected,. disconnected.
12, Equipment or system tests and startups.
13. Partial Completions, occupancies.
14. Substantial Completions authorized.
1.6 SHOP DRAWINGS
A Sub.mit newly prepared information drawn accurately to scale. Highlight, encircle, or
otherwise indicate deviat~ons from the Contract Documents. Do not reproduce Contract
Documents or copy standard information as the basis of Shop Drawings. Standard
information prepared without specific reference to the Project is not a Shop Drawing,
SUBMITT ALS
01300 - 3
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1.7 PRODUCT DATA
A. Collect Product Data into a single submittal for each element of construction or system.
Product Data includes pririted information, such as manufacturers installation instructions,
catalog cuts, roughing-in diagrams and templates, standard wiring diagrams, and
performance curves.
1,8 QUALITY ASSURANCE SUBMITTALS
A. Submit quality-control submittals, including design data, certifications, manufacturer's
instructions, manufacturer's field reports, and other quality-control submittals as required
under other Sections of the Specifications.
B. Certifications: Where other Sections of the Specifications require certification that a
, product, material, or installation complies with specified requirements, submit a notarized
certification from the manufacturer certifying compliance with specified requirements~
1. Signature: ..Certification' shall be signed by an officer of the manufacturer or other
individual authorized to' sign documents on behalf of the company,
C. Inspection and Test l\eports: Submittal of inspection and test reports from independent.
testing agencies . '
1.9 ENGINEER'S ACTION
A. Except for submittals for the record or information, where action anH return is required, the
Engineer will review each submittal, mark to indicate action taken, and return promptly,
1. Compliance with specified characteristics is the Contractors responsibility.
B. Action Stamp: The Engineer will stamp each submittal with a uniform, action stamp. The
Engineer will mark the stamp appropriately to indicate the action taken,
C. Unsolicited Submittals: The Engineer will return unsolicited submittals to the sender
without action,
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01300
SUB MITT ALS
01300 - 4
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SECTION 01400:- QUALITY CONTROL
. "
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PART 1 - GENERAL,
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for quality-control
servIces.
B. Quality-control services include inspections, tests, and related actions, including reports
performed by Contractor, by independent agencies, and by governing authorities. they do
not include contract enforcement activities performed by Engineer.
C. Inspection and testing services are required to verifY compliance with requirements specified'
or indicated. These servicesdo not relieve Contractor of responsibility for compliance with,
Contract Document requirements:
D. Requirements of this Section relate to customized fabrication and installation procedures~
not production of standard products.
1. Specific quality-control requirements for individual construction activities are
specified in the Sections that specify those activities.
2. Specified inspections, tests, and related actions do not limit Contractor's quality-
control procedures that facilitate compliance with Contract Document requirements.
3. Requirements for Contractor to provide quality-control services required by Engineer,
Owner, or authorities bavingjurisdiction are not limited by provisions of this Section.
1.3 RESPONSIBILITIES
, A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another
identified entity, Contractor shall provide inspections, tests, and other quality-control
, services specified elsewhere in the Contract Documents and required by authorities having
jurisdiction. Costs for these services are included in the Contract Sum.
1. Where individual Sections specifically indicate that certain inspections, tests, and
other quality-control services are required, the Owner will engage the services of a
qualified independent testing agency to perform those services. Payment for these.
services will be made by the Contractor from the Inspection and Testing Allowance.
QUALITY CONTROL
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as setup in the Bid Form. Contractor shall submit the invoice of the Testing Agency
'with the Monthly Payment request and Waiver of Lien for the previous months
invoice of the Testing Agency
B. Retesting: The Contractor is responsible for retesting where results of inspections, tests,
or other quality-control services prove unsatisfactory and indicate noncompliance with
Contract Document requirements, regardless of whether the original test was Contractor's
responsibility .
1., The cost of retesting construction, revised or replaced by the Contractor, is the
Contractor's responsibility where required tests perfonp.ed on original construction
indicated noncompliance with Contract Document requirements.
C. Associated Services: Cooperate with agencies performing required inspections, tests, and
similar services, and provide reasonable auxiliary services as requested. Notify the agency
sufficiently in advance of operations to permit assignment of personnel. Auxiliary services
required include, but are not limited to, the following:
1. Provide access to the Work.
2. Furnish incidental labor and facilities necessary to facilitate inspections and tests.
3. Take adequate quantities of representative samples of materials that require testing
or assist the agency in taking samples.
4. Provide facilities for storage arid curing of test samples.
5. Deliver samples to testing laboratories.
6. Provide the agency with a preliminary design mix proposed for use for materials mixes
that require control by the testing agency.
7. Provide security and protection of samples and test equipment at the Project Site.
D. Duties of the Testing Agency: The independent agency engaged to perform inspections,
sampling, and testing of materials and construction specified in individual Sections shall
cooperate with the Engineer and the Contractor in performance of the agency's duties. The
testing agency shall provide qualified personnel to perform required inspections and tests.
1. The agency shall notify the Engineer and the Contractor promptly of irregularities or
deficiencies observed in the Work during performance of its services.
2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the
Contract Documents or approve or accept any portion of the Work.
3. The agency shall not perform any duties of the Contractor.
E. Coordination: Coordinate the sequence of activities to accommodate required services with
a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing
construction to accommodate inspections and tests.
1. The Contractor is responsible for scheduling times for inspections, tests, taking
samples, and similar activities.
QUALITY CONTROL
01400 - 2
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1.4 SUBMITTALS
A. The independent testing i:;lgency shall submit a certified written report, in duplicate, of each
inspection, test, or similar service to the Engineer.
1. Submit additional copies of each written report directly to the governing authority, .
when the authority so directs. .
2. ' Report Data: Written reports of each inspection, test, or similar service include, but
are not limited to, the following:
a. Date of issue.
b. Project title and number.
c. Name, address, and telephone number of testing agency.
d. Dates and locations of samples and tests or inspections.
e. Names of individuals making the inspection or test.
f. Designation of the Work and test method.
g. Identification of product and Specification Section.
h. Complete inspection or test data.
1. Test results and an interpretation of test results.
J. Ambient conditions at the time of sample taking and testing.
k. Comments or professional opinion on whether inspected or tested Work
complies with Contract Document requirements.
1. Name and signature of laboratory inspector.
m. Recommendations on retesting.
PART 2 - PRODUCTS (Not Applicable)
PART 3,- EXECUTION
3.1 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample taking and similar services, repair'
damaged construction and restore substrates.
B. Protect construction exposed by or for quality-control service 'activities, and protect;
repaired construction.
C. Repair and protection is Contractor's responsibility, regardless of the assignment of
responsibility for inspection, testing, or similar services.
END OF SECTION 01400
QUALITY CONTROL
01400 - 3
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SECTION 01700 - PROJECT CLOSEOUT
PART I-GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary
Conditions and other Division-l Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for project closeout,
including but not limited to:
1. Inspection procedures.
2. Project record document submittal.
3. Operating and maintenance manual submittal.
4. Submittal of warranties.
5. Final cleaning.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for certification of Substantial
COI1?-pletion, complete the following. List exceptions in the request.
..
1. In the Application for Payment that coincides with, or first follows, the date
Substantial Completion is claimed, show 100 percent cOInpletion for the portion of
the Work claimed as substantially complete. Include supporting documentation for
completion as indicated in these Contract Documents and a statement showing an
accounting of changes to the Contract Sum.
a. If-l 00 percent completion cannot be shown, include a list of incomplete items,
the value of incomplete construction, and reasons the Work is not complete.
2. Advise Owner of pending insurance change-over requirements.
, 3. Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications and similar documents.
4. Obtain and submit releases enabling the Owner unrestricted use of the Work and
access to services and utilities; iilclude occupancy permits, operating certificates and
similar releases. .
5. Submit record drawings, maintenance manuals, final projecfphotographs, damage
or settlement survey, property survey, and similar final record information.
6. Deliver tools, spare parts, extra stock, and similar items.,
PROJECT CLOSEOUT
01700 - 1
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7. Make final change;.over of permanent locks and transmit keys to the Owner. Advise
the Owner's personnel of change-over in security provisions.
8. Complete start-up testing of systems, and instructipn of the Owner's operating and
'maintenance personnet Discontinue or change over and remove temporary facilities
from the site, along with construction tools, mock-ups, and similar elements.
9. Complete final clean up requirements, including touch-up painting. Touch-up and
otherwise repair and restore marred exposed finishes.
B. Inspection Procedures: On receipt of a request for inspection, the Engineer will either
proceed with inspection or advise the Contractor ofun::filled requirements. The Engineer
will prepare the Certificate of Substantial Completion following inspection, or advise the
Contractor of construction that must be completed or corrected before the certificate will
be issued.
1. The Engineer will repeat inspection when requested and assured that the Work has
been substantially completed.
2. Results of the completed inspection will form the basis of requirements for final
acceptance.
1.4 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting final inspection for certification of final
acceptance and final payment, complete the following. List exceptions in the request.
1. Submit the final payment request with releases and supporting documentation not
previously submitted and accepted. Include certificates of insurance for products
and completed operations where required.
2. Submit an updated final statement, accounting for final additional changes to the
Contract Sum.
3. Submit a certified copy of the Engineer's final inspection list of items to be
completed or corrected, stating that each item has been completed or otherwise
resolved for acceptance, and the list has been endorsed and dated by the Engineer.
4. Submit final meter readings for utilities, a measured record of stored fuel, and similar
data as of the date of Substantial Completion, or when the Owner took possession
of and responsibility for corresponding elements of the Work.
5. Submit consent of surety to final payment.
6. Submit a final liquidated damages settlement statement.
7.- Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
B. Reinspection Procedure: The Engineer will reinspect the Work upon receipt of notice that
the Work, including inspection list items from earlier inspections, has been completed,
except items whose completion haS been delayed because of circumstances acceptable to
the Engineer.
1. Upon completion of reinspection, the Engineer will prepare a certificate of final
acceptance, or advise the Contractor of Work that is incomplete or of obligations
PROJECT CLOSEOUT
01700 - 2
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that have not been fulfilled but are required for final acceptance.
2. If necessary, reinspection will be repeated.
1.5 RECORD DOCUMENT SUBMITTALS
A. General: Do not use record documents for construction purposes; protect from
deterioration and loss in a secure, fire-resistive location; provide access to record
documents for the Engineer's reference during normal working hours.
B. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of
Contract Drawings and Shop Drawings. Mark the set to show the actual installation .
where the installation varies substantially from the Work as originally shown. Mark
whichever drawing is most capable of showing conditions fully and accurately; where Shop
Drawings are used, record a cross-reference at the corresponding location on the Contract
Drawings. Give particular attention to concealed elements that would be difficult to
measure and record at a later date.
1. Mark record sets with red erasable pencil; use other colors to distinguish between
variations in separate categories of the Work.
2. Mark new information that is important to the Owner, but was not shown on
Contract Drawings or Shop Drawings.
3. Note related Change Order numbers where applicable.
4. Organize record drawing sheets into manageable sets, bind with durable paper cover
sheets, and print suitable titles, dates and other identification on the cover of each
set.
C. Record Specifications: Maintain one complete copy of the Project Manual, including
addenda, and one copy of other :~tten construction documents such as Change Orders
and modifications issued in printed form during construction. Mark these documents to
show substantial variations in actual Work performed in comparison with the text of the
Specifications and modifications. Give particular attention to substitutions; selection of
options and similar information on elements that are concealed or cannot otherwise be
readily discerned later by direct observation Note related record drawing information and
Product Data.
1. Upon completion of the Work, submit record Specifications to the Engineer for the
Owner's records.
.\ ."
D. Record Product Data: Maintain one copy of each Product Data submittal. Mark these
documents to show significant variations in actual Work performed in comparison with
information submitted. Include variations in products delivered to the site, and from the
manufacturer's installation instructions and recommendations. Give particular attention
to concealed products and portions of the Work which cannot otherwise be readily
discerned later by direct observation. Note related Change Orders and mark-up of record
drawings and Specifications.
1. Upon completion of mark-up, submit complete set of record Product Data to the
PROJECT CLOSEOUT
01700 - 3
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Engineer for the Owner's records.
E.
Record Sample Submitted: Immediately prior to the date or dates of Substantial
Completion, the Contractor will meet at the site With the-Engineer and the Owner's
personnel to determine which of the submitted Samples that have been maintained during
progress of the Work are to be transmitted to the OWner for record purposes. Comply
with delivery to the Owner's Sample storage area.
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F. Miscellaneous Record Submittals: Refer to other Specification Sectionsfor requirements
of miscellaneous record-keeping and submittals in connection with actual performance of
the Work. Immediately prior to the date or dates of Substantial Completion, complete
miscellaneous records and place in good order, properly identified and bound or filed,
ready for continued use and reference. Submit to the Engineer for the Owner's records.
G. Maintenance Manuals: Organize operating and maintenance data into suitable sets of
manageable size. Bind properly indexed data in individual heavy-duty 2-inch, 3-ring
vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate
identification on front and 'spine of each binder. Include the following types of
information:
1. Emergency instructions.
2. Spare parts list.
3. Copies of warranties.
4. Wiring diagrams.
5. Recommended "turn around" cycles.
6. Inspection procedures.
7. Shop Drawings and Product Data.
8. Fixture lamping schedule.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 CLOSEOUT PROCEDURES
A. 'Operating and Maintenance Instructions: Arrange for each installer of equipment that
requires regular maintenance to meet with the Owner's personnel to provide instruction
in proper operation and maintenance. If installers are not experienced in procedures,
provide instruction by rDanufacturer's representatives. Include a detailed review of the
following items:
1. Maintenance manuals.
2. Record documents.
3. Spare parts and materials.
4. Tools.
PROJECT CLOSEOUT
,01700 - 4
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5. Lubricants.
6. Fuels.
7. Identification systems.
8. Control sequences.
9. Hazards.
10. Cleaning.
11. Warranties and bonds.
12. Maintenance agreements and similar continuing commitments.
B. As part of instruction for operating equipment, demonstrate the following procedures:
1. Start-up.
2. Shutdown.
3. Emergency operations.
4. Noise and vibration adjustments.
5. Safety procedures.
6. Economy and efficiency adjustments.
7. Effective energy utilization.
3.2 FINAL CLEANING
A. General: General cleaning during construction is required by the General Conditions and
included in Section "Temporary Facilities".
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean
each surface or unit to the condition expected in a normal, commercial building cleaning
and maintenance program. Comply with manufacturer's instructions.
1. Complete the following cleaning operations before:: requesting inspection for
Certification of Substantial Completion.
a. Remove labels that are not permanent labels.
b. Clean transparent materials, including mirrors and glass in doors and
windows. Remove glazing compound and other substances that are
noticeable vision-obscuring materials. Replace chipped or broken glass and
other damaged transparent materials.
c. Clean exposed exterior and interior hard-surfaced finishes to a dust-free
,~" condition, free of stains, films and-similar foreignt"substances. Restore
reflective surfuces to their original reflective condition. Leave concrete floors
broom clean. Vacuum carpeted surfaces.
d. Wipe surfaces of mechanical and electrical equipment. Remove excess
lubrication and other substances. Clean plumbing fixtures to a sanitary
condition. Clean light fixtures and lamps.
e. Clean the site, including landscape development areas, of rubbish, litter and
other foreign substances. Sweep paved areas broom clean; remove stains,
spills and other foreign deposits. Rake grounds that are neither paved nor
planted, to a smooth even-textured surface.
PROJECT CLOSEOUT
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C. Removal of Protection: Remove temporary protection and facilities installed for
prote~tion of the Work during construction.
D. Compliance: Comply with' regulations of authorities having jurisdiction and safety/
standards for cleaning. Do not bum w~e materials. Do not bury debris or excess
materials on the Owner's property. Do not discharge volatile, harmful or dangerous
materials into drainage systems. Remove waste materials from the site and dispose of in
a lawful manner.
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1. Where extra materials of value remaining after completion of associated Work have
become the Owner's property, arrange for disposition of these materials as directed.
END OF SECTION 01700
PROJECT CLOSEOUT
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9
SECTION 02110 - SITE CLEARING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions ~d Division 1 Specification Sections,. apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Protection of existing trees indicated to remain.
. 2. Removal of trees and other vegetation.
3. Topsoil stripping.
4. Clearing and grubbing.
5. Removing above-grade improvements.
6. Removing below-grade improvements.
1.3 PROJECT CONDITIONS
A. Traffic: Conduct site-clearing operations to ensure minimum interference with roads,
streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct
streets, walks, or other occupied or used facilities without permission from authorities:
having jurisdiction.
B. Protection of Existing Improvements: Provide protections necessary to prevent damage
to existing improvements indicated to remain in place.
1. Protect improvements on adjoining properties and on Owner's property.
2. Restore damaged improvements to their original condition, as acceptable to property
owners.
C. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation
indicated to remain in place against unnecessary cutting, breaking or skinning of roots,
skinning or bruising of bark, smothering of trees by stockpiling construction materials or
excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles
within drip line. Provide temporary guards to protect trees and vegetation to be 'left
standing.
1. Water trees and other vegetation to remain within limits of contract work as
required to maintain their health during course of construction operations.
SITE CLEARING
02110 - 1
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2. Provide protection for roots over 1-1/2 inch in diameter that are cut during
construction operations. Coat cut faces with an emulsified asphalt or other
acceptable coating formulated to use on damaged plant tissues. Temporarily cover
, exposed roots with wet burlap to prevent roots from drying out; cover with earth
as soon as possible.
3. Repair or replace trees and vegetation indicated to remain that are damaged by
construction operations in amanner acceptable to Engineer. Employ a licensed
arborist to repair damage to trees and shrubs.
4. Replace trees that cannot be repaired and restored to full-growth status, as
determined by arborist.
D. Salvable Improvements: Carefully remove items indicated to be salvaged and store on
Owner's premises where indicated or directed.
1.4 EXISTING SERVICES
A. General: Indicated locations are approximate; determine exact locations before
commencing Work.
B. Arrange and pay for disconnecting, removing, capping, and plugging utility services.
Notify affected utility companies in advance and obtain approval before starting this Work.
C. Place markers to indicate location of disconnected services. Identify service lines and
capping locations on Project Record Documents.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 SITE CLEARING
A. General: Remove trees, shrubs, grass, and other vegetation, improvements, or
obstructions, as required, to permit installation of new construction. Remove similar items
elsewhere on site or premises as specificiilly indicated. Removal includes digging out and
off-site disposal of stumps and roots. .
1. Cut minor roots and branches of trees indicated to remain in a clean and careful
manner where such roots and branches obstruct installation of new construction.
B. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less
than 4 inches. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and
other objects over 2 inches in diameter, and without weeds, roots, and other objectionable
material. .
SITE CLEARING
02110 - 2
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1. Strip topsoil to whateyer depths encountered in a manner to prevent intermingling
with underlying subsoil or other objectionable material. Remove heavy growths of
grass from areas before stripping. .
a. Where existing trees are indicated to remain, leave existing topsoil in place
within drip lines to prevent damage to root system.
2. Stockpile topsoil in storage piles in areas indicated or directed. Construct storage
piles to provide free drainage of surface water. Cover'storage piles, if required, to
prevent wind erosion.
3. Dispose of unsuitable or excess topsoil as specified for disposal of waste material.
C. Clearing and Grubbing: Clear site of trees, shrubs, and other vegetation, except for those
indicated to be left standing.
1. Completely remove stumps, roots, and other debris protruding through ground
surface. '
2. Use only hand methods for grubbing inside drip line of trees indicated to remain.
3. Fill depressions caused by clearing and grubbing operations with satisfactory soil'
material, unless further excavation or earthwork is indicated.
a. Place fill material in horizontal layers not exceeding 6 inches loose depth, and
thoroughly compact each layer to a density equal to adjacent original ground.
D. Removal of Improvements: Remove existing above-grade and below-grade improvements
as indicated and as necessary to facilitate new construction.
3.2 DISPOSAL OF WASTE MATERIALS
A. Burning on Owner's Property: Burning is not permitted on Owner's property without prior
approval from local governing authority,
B. Removal to Owner's Spoil Area: Transport noncombustible waste materials and unsuitable
topsoil materials to designated spoil areas on Owner's property and dispose of as directed.
Tires and noncombustible debris larger than 12 cubic inches shall be removed from
property and legally disposed.
END OF SECTION 02110
SITE CLEARING
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SECTION 02200 - EARTHWORK
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Preparing and grading subgrades for slabs-on-grade, walks, pavements, and
landscaping.
2. Excavating and backfilling for buildings and structures.
3. Subbase course for walks and pavements.
4. Subsurface drainage backfill trenches.
5. Excavating and backfilling for underground mechanical and electrical utilities and
appurtenances.
1.3 DEFINITIONS
A. Excavation consists of the removal of material encountered to subgr~de elevations and the
reuse or disposal of materials removed. -
B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill
immediately below subbase, drainage fill, or topsoil materials.
C. Borrow: Soil materia! obtained off-site when sufficient approved soil material is not
available from excavations.
D. Subbase Course: The layer placed between the subgrade and base course in a paving
system or the layer placed between the subgrade and surface of a pavement or walk.
E. Base Course: The layer placed between the subbase and surface pavement in a paving
system.
F. Drainage Fill: Course of washed granular material placed to cut off water and used to
backfill "frenchdrains".
G. Unauthorized excavation consists of removing materials beyond indicated subgrade
elevations or dimensions without direction by the-Engineer; Unauthorized excavation, as
EARTHWORK
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well as remedial work directed by the Engineer, shall be at the Contractor's expense.
H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs,
mechanical and electrical appurtenances, or other man.;.made stationary features
constructed above or below ground surface.
--
I. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as
underground services within building lines.
1.4 SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract and Division
1 Specification Sections.
B. Product data for the following:
1. Each type of plastic warning tape.
2. Filter fabric.
3. Geo- Textiles for bank stabilization
C. Test Reports: In addition to test reports required under field quality control, submit the
following:
1. Laboratory analysis of each soil material proposed for fill and backfill from on-site
and borrow sources.
2. One optimum moisture-maximum density curve for each soil material.
3. Chemical and Physical analysis of topsoil in each field (8 samples per field) to be
submitted to Georgia Extension Service. Recommendations for fertilization and soil
enhancement based on submitted tests will be submitted and will be the required
specification for fertilization and soil enhancement for the soccer fields. Cost of
testing is not part of the testing outlined in Section 01400.
1.5 . QUALITY ASSURANCE
A. : Codes and Standards: Perform earthwork complying with requirements of authorities
having jurisdiction.
B. Testing and Inspection Service: Owner will employ a qualified independent geotechnical
engineering testing agency to classify proposed on-site and borrow soils to verifY that soils
comply with specified requirements and to perform required field and laboratory testing.
Cost of these services will be paid by the Contractor, from the Testing Allowance as set
up in the Bid. - .
C. Preinstallation Conference: Conduct conference at Project site.
1.
Before commencing earthwork, meet with representatives of the goverrung
EARTHWORK
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authorities, Owner, Engineer, consultants, Geotechnical Engineer, independent
testing agency, and other concerned entities; Review earthwork procedures and
responsibilities includIng testing and, inspection procedures and requirements. NotifY
participants at leaSt 3' working " days prior to' convening conference. Record
discussions and agreements and furnish a copy to each participant.
1.6 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the
Owner or others except when permitted in writing by the Engineer and then only after
acceptable temporary utility services have been provided.
1. Provide a minimum 48-hours' notice to the Engineer and receive written notice to
proceed before interrupting any utility.
B. Demolish and completely remove from site existing underground utilities mdicated to be
. removed. Coordinate with utility companies to shutoff services if lines are active.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. General: Provide approved borrow soil materials from off-site when sufficient approved
soil materials are not available from excavations.
B. Satisfactory Soil Materials: ASTM D 2487 soil classification groups GW, GP, GM, SW,
SP, and SM; free of rock or gravel larger than 2 inches in any dimension, debris, waste,
frozen materials, vegetation and other deleterious matter.
C. Unsatisfactory Soil Materials: ASTM D 2487 soil classification groups GC, SC, ML, MIl,
CL, CR, OL, OR, and PT.
D. Backfill and Fill Materials: Satisfactory soil materials.
E. Subbase and Base Material: Naturally or artificially graded mixture of natural or crushed
gravel, crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95
percent passing a 1-1I2-inch sieve and not more than 8 percent passing a No. 200 sieve
( Georgia DOT specification for Graded Aggregate Base). '
F. Engineered Fill: Subbase or base materials.
G. Bedding Material: Subbase or base materials with 100 percent passing a l-inch sieve and
not more than 8 percent passing a No. 200 sieve.
H. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed
EARTHWORK
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gravel, ASTM D 448, coarse aggregate grading size 57, with 100 percent passing a
1-l/2-inch sieve and not lll(jre than 5 percent passing a No.8 sieve.
-;;-'--"1. Impervious Fill: Clayey sand mixture 'capable of compacting to a dense impervious state.
. 2.2 ACCESSORIES
A. Detectable Warning Tape: Acid- and alkali-resistant polyethylene film warning tape
manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils
thick minimum, continuously inscribed with a description of the utility, with metallic core
encased in a protective jacket for corrosion protection, detectable by metal detector when
tape is buried up to 2'-6" deep.
1. Tape Colors: Provide tape colors to utilities as follows:
a. Red: Electric.
b. Yellow: Gas, oil, steam, and dangerous materials.
c. Orange: Telephone and other communications.
d. Blue: Water systems.
e. Green: Sewer systems.
B. Filter Fabric: Manufacturer's standard nonwoven pervious geotextile fabric of
polypropylene, nylon or polyester fibers, or a combination
1. Provide filter fabrics< that meet or exceed the listed minimum physical properties
determined according to ASTM D 4759 and the referenced standard test method in
parentheses:
a. Grab Tensile Strength (ASTM D 4632): 100 lb.
b. _ Apparent Opening Size (ASTM D 4751): #100 U.S. Standard sieve.
c. Permeability (ASTM D 4491): 150 gallonS per minute per sq. ft.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations.
B. Provide erosion control measures to prevent erosion or displacement of soils and discharge
of soil-bearing water runoff or airborne dust to adjacent properties and walkways.
C. Tree protection is specified in the Division 2 Section "Site Clearing."
EARTHWORK
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3.2 DEWATERING
A. Prevent surface water and subsurface or ground water from~~t~~g:~~~~~~ti~~~ from'"
ponding on prepared"subgrades, and from flooding Project site and sUrrouriding area.
, ".\.
B. Protect. subgrade soils from softening and damage by rain or water accumulation.
3.3 EXCAVATION
A. Explosives: Do not use explosives.
B. Unclassified Excavation: Excavation is unclassified and includes excavation to required
subgrade elevations regardless of the character of materials and obstructions encountered.
3.4 STABILITY OF EXCAVATIONS
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A. Comply with local codes, ordinances, and requirements of authorities having jurisdiction
to maintain stable excavations.
3.5 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks and pavements to indicated cross sections, elevations, and
grades.
3.6 EXCAVATION FOR UTILITY TRENCHES
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A. Excavate trenches to indicated slopes, lines, depths, and invert elevations.
\.
1. Beyond building perimeter, excavate trenches to allow installation of top of pipe
below frost line.
B: Excavate trenches to uniform widths to provide a working clearance on each side of pipe
or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than
. top of pipe or conduit, unless otherwise indicated.
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1. Clearance: 12 inches each side of pipe or conduit.
C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and
support of pipes and conduit, Shape subgrade to provide continuous support for bells,
joints, and baITels of pipes and for joints, fittings, and bodies of conduits. Remove stones
and sharp objects to avoid point loading.
1.
For pipes or conduit less than 6 inches in nominal diameter and flat-bottomed,
multiple-duct conduit units, hand-excavate trench bottoms and support pipe and
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conduit on an undisturbed subgrade.
2. For pipes and conduit 6 inches or larger in nominal diameter, shape bottom of trench
to support bottom 90 degrees of pipe circumference. Fill depressions with tamped
sandbackfill.""-c;" ' ".,".
3.7 APPROVAL OF SUBGRADE
A- Notify Engineer when excavations have reached required subgrade.
B. When Engineer determines that unforeseen unsatisfactory soil is present, continue
excavation and replace with compacted backfill or fill material as directed.
1. Unforeseen additional excavation and replacement material will be paid according
to the Contract provisions for changes in Work.
C. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water,
or construction activities, as directed by the Engineer.
3.8 UNAUTHORIZED EXCAVATION
A Fill unauthorized excavation under foundations or wall footings by extending indicated
bOttom elevation of concrete foundation or footing to excavation bottom, without altering
required top elevation. Lean concrete fill may be uSed to bring elevations to proper
position when acceptable to the Engineer.
1. Fill unauthorized excavations under other construction as directed by the Engineer.
B. Where indicated widths of utility trenches are exceeded,~provide stronger pipe, or special
installation procedures, as required by the Engineer.
3.9 STORAGE OF SOIL MATERIALS
A Stockpile excavated materials acceptable for backfill' and fill soil materials, including
acceptable borrow materials. Stockpile soil materials without intermixing. Place, grade,
and shape stockpiles to drain stl!face water.
1. Stockpile soil'materials away from edge of excavations. Do not store within drip 'n.
line of remaining trees.
3.10 BACKFILL
A Backfill excavations promptly, but not before completing the following:
1.. Surveying locations of underground utilities for record documents.
2. Testing, inspecting, and approval of underground utilities.
EARTHWORK 02200 - 6
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3. Concrete formwork removal.
4. Removal of trash and debris from excavatiom
5. Removal of temporary shoring and bracing, and sheeting.
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3.11 UTILITY TRENCH BACKFILL
A. Place and compact bedding course on rock and other unyielding bearing surfaces and to
fill unauthorized excavations. Shape bedding course to provide continuous support for
bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits.
B. Place and compact initial backfill of satisfactory soil material or subbase material, free of
particles larger than 1 inch, to a height of 12 inches over the utility pipe or conduit.
1. Carefully compact material under pipe haunches and bring backfill evenly up on both
sides and along the full length of utility piping or conduit to avoid damage or
displacement of utility system.
C. Coordinate backfilling with utilities testing.
D. Place and compact final backfill of satisfactory soil material to final subgrade.
E. Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches
below subgrade under pavements and slabs.
3.12 SUBSURFACE DRAINAGE BACKFILL
A. Substfrface Drain: Place a layer of filter fabric around perimeter of drainage trench, as
indicated. Place a 6-inch compacted course of filtering material on filter fabric to support
drainage pipe. After installing and testing. encase drainage pipe to the finished grade of
compacted filtering material and wrap in filter fabric, overlapping edges at least 6 inches.
B. Drainage Backfill: Place and compact drainage backfill of filtering material over
subsurface drain, in width indicated, to final grade. Overlay drainage backfill with one
layer of filter fabric, overlapping edges at least 6 inches.
3.13 FILL'
A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials,
obstructions, and deleterious materials from ground surface prior to placing fills.
1. Plow strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill
material will bond with existing surface. .
B. When subgrade or existing ground surface to receive fill has a density less than that
required for fill, break up ground surface to depth required, pulverize, moisture-condition
or aerate soil and recompact to required density.
EARTHWORK
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C. Place fill material in layers to required elevations for each location listed below.
1. Under grass, use satisfactory excavated or borrow soil material.
2. Under walks and pavements, use subbase or base material, or 'SatiSfactory excavated
or borrow soil material.
3.14 MOISTURE CONTROL
A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before
compaction to within 2 percent of optimum moisture content.
1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain
frost or ice.
2. Remove and replace, or scarify and air-dry satisfactory soil material that is too wet
to compact to specified density.
a. Stockpile or spread and dry removed wet satisfactory soil material.
3.15 COMPACTION
A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material
compacted by heavy compaction equipment, and not more than 4 inches in loose depth for
material compacted by hand-operated tampers.
B. Place backfill and fill materials evenly on all sides of structures to required elevations.
Place backfill and fill uniformly along the full length of each structure.
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C. Percentage of Maximum Dry Density Requirements: Compact soil to not less thafl the
following percentages of maximum dry density according to ASTM D 1557:
1. Under pavements, compact the top 12 inches below subgrade and each layer of
backfill or fill material at 95 percent maximum dry density.
2. Under walkways, compact the top 6 inches below subgrade and each layer of
backfill or fill material at 95 percent maximum dry density.
3. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each
layer of backfill or fill material at 90 percent maximum dry density.
3.16 GRADING
A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes.
Comply with cOInpaction requirements and gTade to cross sections, lines, and elevations
indicated.
1.
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Provide a smooth transition between existing adjacent grades and new grades.
Cut out soft spots, fill low spots, and trim high spots to conform to required surface
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tolerances.
B. Site Grading: Slope grades to prevent ponding. Finish subgrades to required elevations
within the following tolerances:
1. Lawn or Unpaved Areas: Plus or minus 0.10 foot.
2. Walks: Plus or minus 0.10 foot.
3. Pavements: Plus or minus 1/2 inch.
3.17 SUBBASE AND BASE COURSES
A. Under pavements and walks, place subbase course material on prepared subgrades. Place
base course material over subbases to pavements.
I. Compact subbase and base courses at optimum moisture content to required grades,
lines, cross sections and thickness to not less than 95 percent of Modified Proctor
2. Shape subbase and base to required crown elevations and cross-slope grades.
3. When thickness of compacted subbase or base course is 6 inches or less, place
materials in a single layer.
4. When thickness of compacted subbase or base course exceeds 6 inches, place
materials in equal layers, with no layer more than 6 inches thick or less than 3 inches
thick when compacted.
B. Pavement Shoulders: Place shoulders along edges of subbase and base course to prevent
lateral movement. Construct shoulders at least 12 inches wide of acceptable soil materials
and compact simultaneously with each subbase and base layer.
3.18 HELD QUALITY CONTROL ~
A. Testing Agency Services: Allow testing agency to inspect and test each subgrade and each
fill or backfill layer. Do not proceed until test resuhs for previously completed work verifY
compliance with requirements. .
1. Perform field in-place density tests according to ASTM D 1556 (sand cone method),
ASTM D 2167 (rubber balloon method), or ASTM D 2937 (drive cylinder method),
as applicable.
,t ....
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a.
Field in-place density tests may also be performed by the nuclear' method
according to ASTM D 2922, provided that calibration curves are periodically
checked and adjusted to correlate to tests performed using ASTM D 1556.
With each density calibration check, check the calibration curves furnished
with the moisture gages according to ASTM D 3017. '
When field in-place density tests are performed using nuclear methods, make
calibration checks of both density and moisture gages at beginning of work,
on each different type of material encountered, and at intervals as directed by
the Engineer.
b.
EARTHWORK
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2. Paved Areas: At subgrade and at each compacted' fill and backfill layer, perform at
least one field in-place density test for every 2,000 sq. ft. or less of paved area or,
'.,' but in no case fewer than three tests.""
, 3. Trench Backfill: In each compacted initial and final backfill layer, perform at least
one field in-place density test for each 150 feet or less of trench, but no fewer than
two tests.
B. When testing agency reports that subgrades, fills, or backfills are below specified density,
scarify and moisten or aerate, or remove and replace soil to the depth required, recompact
and retest until required density is obtained.
3.19 PROTECTION
'A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion.
Keep free of trash and debris.
B. Repair and re-establish grades to specified tolerances where completed or partially
completed surfaces become eroded, rutted, settled, or lose compaction due to subsequent
construction operations or weather conditions.
1. ScarifY or remove and replace material to depth directed by the Engineer; reshape
and recompact at optimum moisture content to the 'required density.
C. Settling: Where settling occurs during the Project correction period, remove finished
surfacing, backfill with additional approved material, compact, and reconstruct surfacing.
1. Restore appearance, quality, and condition of finished surfacing to match adjacent
work, and eliminate evidence of restoration to the greatest extent possible.
3.20 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus satisfactory s~il and waste material, including unsatisfactory
soil, trash, and debris, and legally dispose of it off the Owner's property.
B. Disposal: Transport surplus satisfactory soil to designated storage areas on the Owiler's
''''property. Stockpile or spread soil as directed by Engineer.
1. Remove waste material, iricluding unsatisfactory soil, trash, and debris, and legally
dispose of it off the Owner's property.
END OF SECTION 02200
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SECTION 02510 - WATER DISTRIBUTION'
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division I Specification Sections, apply to this Section,
1.2 SUMMARY
A. This Section includes piping and specialties for combined potable-water and fire-protectio~
water service.
. B. This Section does not include tapping of utility company water inain.
. .
C. Utility-furnished products include water meters that will be furnished to site, ready for
installation. Contractor shall obtain meter and pay all tap fees and other fees required by the
utility. Installation will be coordinated with water utility. Contractor shan pay utility for
installation if required by the utility. If utility does not install or furnish the meter,.
Contractor shall purchase and install meter. All costs regardless of who furnishes or installs
the meter, will be by the Contractor.
1.3 DEFINITIONS
A. The following are industry abbreviations for plastic and rubber materials:
1. NP: Nylon.
2. PE: Polyethylene.
3. PP: Polypropylene.
4, PTFE: Polytetrafluoroethylene;
5, PVC: PolyVinyl chloride.
1."4
SYSTEM PERFORMANCE'REQUIREl\1ENTS
" ;.jo....~.-
A. Minimum Working Pressures: The following are minimum pressure requirements for piping
and specialties, unless otherwise indicated:
1. Combined Potable~Water and Fire-Protection Water Service: 160 psig (1100 kPa).
1,5 SUBMITTALS
A. Product Data: For the following:
WATER DISTRIBUTION
02510-1
1. Water meters.
2. Water-meter bars,
3. Backflow preventers.
4. Pipe and fittings.
5. Flexible pipe fittings.
6. Valves.
7. Fire hydrants.
8.' Flushing hydrants,
B. Shop Drawings: For precast concrete structures, Include frames and covers and drains.
C. Coordination Drawings: For piping and specialties including relation to other services in
same area. Show piping and specialty sizes and valves, meter and specialty locations, and
elevations.
D. Record Drawings: At Project closeout of installed water-service piping according to
DiVision 1 Section "Contract Closeout."
E. Test Reports: As specified in "Field Quality Control" Article in Part 3.
F.. Purging and Disinfecting Reports: As specified in "Cleaning" Article in Part 3.
. ..
. G. Maintenance Data: For specialties to include in the maintenance manuals specified in
Division 1. Include data for the following:
1. Water meters:
2. Backflow preventers.
3. Valves.
4. Fire hydrants.
1.6 . QUALITY ASSURANCE
'A. Product Options: Drawings indicate size, profiles, and dimensional requirements of water-
. service piping specialties and are based on specific types and models indicated, Other
manufacturers' products with equal performance characteristics may be considered. Refer
to Division 1 Section "Substitutions." .
B. Comply with requirements of utility supplying water. Include tapping of water' mains and
backflow prevention.
':'?-if':'
C.. Comply with standards of authorities having jurisdiction for potable 'water-service piping,
Include materials, installation, testing, and disinfection. .
D, Comply with NSF 61, "Drinking Water System Components-- Health Effects," for materials
for potable water.
E. Comply with standards of authorities having jurisdiction for fire-protection water..:service
piping. Include materials, hose threads; installation, and testing.
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F. . Comply with NFPA 24, "Installation of Private Fire Service Mains and Their
Appurt'enances," for materials, installations, tests, flushing, and valve ~d hydrant
supervision.
G.. Comply with ASTM F 645, "Guide for Selection, Design, and Installation of Thermoplastic
Water Pressure Piping. Systems."
H. Comply with NFP A 70, . "National Electrical Code," for electrical connections between
wiring and electrically operated devices,
1.7 DELIVERY, STORAGE, AND HANDLING
A. Preparation for Transport: Prepare valves, including fire hydrants, according to the
following:
1. Ensure that valves are dry and internally protected against rust and corrosion.
2. Protect valves against damage to threaded ends and flange faces.
3. Set valves in best position for handling, Set valves closed to prevent rattling.
B. During Storage: Use precautions for valves, including fire hydrants, according to the
following:
1, Do not remove end protectors,' unless necessary for inspection; then reinstall for
storage.
2. Protect from weather.. Store indoors and maintain temperature higher than ambient
dew-point temperature. Support off the ground or pavement in watertight enclosures.
when outdoor storage is necessary.
C. Handling: Use sling to handle valves and fire hydrants whose size requires handling by
crane or lift. Rig valves to avoid damage to exposed valve parts. Do not use handwheels'
or stems as lifting or rigging points.
D. Deliver piping with factory-applied end-caps. Maintain end-caps through shipping, storage,
and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and
moisture.
E. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed
structural capacity of floor when storing inside,
F. Protect flanges, fittings, and specialties from moisture and dirt,
G. Store plastic piping protected from direct sunlight. Support to prevent sagging and. bending,
1.8 PROJECT CONDITIONS
A. Perform site survey, research public utility records, and verify existing utility locations,
Contact utility-locating service for area where Project is located.
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B. Verify that water-service piping may be installed to comply with original design and
referenced standards.
1.9 . SEQUENCING AND SCHEDULING
A. Coordinate connection to water main with utility company,
H. Coordinate piping materials, sizes, entry locations, and pressure requirements with building
. water distribution piping.
C. Coordinate piping materials, sizes, entry locations, and pressure requirements with building
fire-protection water piping.
D. Coordinate with other utility work ( irrigation system) and grassing.
PART 2 - PRODUCTS
2.1 PIPES AND TUBES
A. General: Applications of the following pipe and tube . materials are .indicated in Part 3
"Piping Applications" Article. .'
B. Ductile-Iron, Push-on-Joint Pipe:' AWWA C151, with cement-mortar lining and seal coat
according to AWWA: C104. Include rubber compression gasket according to.
AWWA C11 1. E
C. Ductile-Iron, Mechanical-Joint Pipe: AWWA C151, with cement-mortar lining and seal
coat according to AWWA Cl04. Include gland, rubber gasket, and bolts and nuts'
according to AWWA CIll.
D. PVC Plastic, Fire-Service Pipe: UL 1285 and AWWA C900. Include elastomeric seal
according to ASTM F 4.77.
2.2 PIPE AND TUBE FITTINGS
A. General: Applications of the following pipe and tube fitting materials are indicated in Part 3
"Piping Applications" Article.
B. . Ductile-Iron, Push-on-Joint Fittings: A WW A C 11 0, ductile-iron or cast-iron; or
AWW A CI53, ductile-iron, compact type. Include cement-mortar lining and seal coat
according to A WW A C 1 04 and rubber compression gaskets according to A WW A C Ill,
C. Ductile-Iron, Mechanical-Joint Fittings: AWWA CllO, ductile-iron or cast-iron; or
WATER DISTRIBUTION
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AWW A C153, ductile-iron; compact type. Include cement-mortar lining and seal coat
according to A WW A C 1 04. and glands, rubber gaskets, and bolts and nuts according to
AWWACll1. .
D. Ductile-Iron, Flanged Fittings: AWWA CllO, with cement-mortar lining and seal coat
according to A WW A C 1 04 or epoxy, interiorcoating according to A WW A C550. Include
gaskets and bolts and nuts. .
E. Ductile-Iron, Deflection Fittings: Compound coupling fitting with sleeve and flexing
sections, gaskets, and restrained-joint ends complying with A WW A C 11 0 or A WW A C 153.
. Include 250-psig (1725-kPa) minimum working-pressure rating;. cement-mortar lining or
epoxy, interior coating according to AWWA C550; deflection of at least 20 degrees
(0,34 radians); and glands, rubber gaskets, and bolts and nuts according to A WW A C 111.
F., Ductile-Iron Fittings for PVC Pipe: AWWA CllO, ductile-iron or cast-iron; or
. A WW A C 153, ductile-iron, compact type; push-on- or mechanical-joint type. Include
dimensions matching PVC pipe, cement-mortar' lining and seal coat according to
AWWA CI04, and rubber compression gaskets according to AWWA Clll.
2.3 JOINING MATERIALS
A. General: Applications of the following piping joining materials are indicated in Part 3
"Piping Applications" Article.
B. Refer to Division 2 Section "Utility Materials" for commonly used joining materials.
C. Ductile-Iron Piping: The following materials apply:
1, Push-on Joints: A WW A C 111 rubber gaskets and lubricant.
2. Mechanical Joints: AWWA Cl11 ductile-iron or gray-iron glands, high-strength steel
bolts and nuts, and rubber gaskets. .
3. Flanged Joints: AWWA C115 ductile-iron or gray-iron pipe flanges, rubber gaskets,
and high-strength steel bolts a,nd nuts.
a. Gaskets: Rubber, flat face, 1/8 inch (3 rom) thick, unless otherwise indicated;
and full-face or ring type, unless otherwise indicated.
b. Flange Bolts and Nuts: AS:ME B 18.2.1, carbon steel, unless otherwise
indicated.
D. Pipe Couplings: Iron-body sleeve assembly, fabricated to match OD of pipes to be joined.
1. Sleeve: ASTM A 126, Class B, gray iron.
2. Followers: ASTM A47 (ASTM A 47M), malleable iron; or ASTM A 536, ductile
Iron.
3. Gaskets: Rubber,
4. Bolts and Nuts: AWWA C1 i 1.
5. Finish: Enamel paint.
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2.4 VALVES
A. .Nonrising-Stem, Resilient-Seated Gate Valves, 3-Inch NPS (DN80) and Larger:
AWWA C509, gray- or ductile-iron body and bonnet; with bronze or gray- or ductile-iron
gate, resilient seats, bronze stem, and stem nut. ID.clude 200-psig (1380-kPa) minimum
working-pressure design, interior coating according to A WW A C550, and push-on- or
mechanical-joint ends.
B. Rising-Stem Gate Valves, 2-I/2-Inch NPS (DN65) and Larger: UL 262, PM approved, iron
body and bonnet, bronze seating material, OS&Y, 175-psig (l200-kPa) working pressure,
and flanged ends,
C. Valve Boxes: Cast-iron box with top section and cover with lettering "WATER," bottom
section with base of size to fit over valve and barrel approximately 5 inches (125 mm) in
diameter, and adjustable cast-iron extension of length required for depth of bury of valve.
1. Provide steel tee-handle operating wrench with each valve box. Include tee handle
with one pointed end, stem of length to operate valve, and socket-fitting valve-
operating nut.
2.5 SPECIALTY VALVES
A. Pressure-Regulating Valves: Automatic, pilot-operated, cast-iron body with interior coating
according to A WW A C550. Include 250-psig (1725-kPa) working-pressure design, bronze
pressure-reducing pilot valve and tubing, and means for discharge pressure adjustment.
2.6 WATER METERS '
A. Water meters may be furnished by utility company. Ifutility does not provide meter, furnish
a meter complying with the utilities specifications for a water meter. In addition, Water
meter assembly shall be UL and Fm listed suitable for use on fire water service
2.7 PITS
A. Description: Precast, reinforced-concrete pit, designed for A-16 load designation according
to ASTM C 857, and made according to ASTM C 858. .
B. Ladder: ASTM A 36 (ASTM A 36M), steel or polyethylene-encased steel steps.
2.8 FREEST ANDING FIRE HYDRANTS
- A. Description: Cast-iron body, compression-type valve, opening against pressure and closing
with pressure, 6-inch (DN150) mechanical-joint inlet, and 150-psig (1035-kPa) minimum
WATER DISTRIBUTION
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working-pressure design.
B. Outlet Threads: NFPA 1963, with external hose thread used by local fire department.
Include cast-iron caps with steel chains,
C. Operating and Cap Nuts: Pentagon 1-1/2 inch (40 mm) point to flat.
D.
Direction of Opening:
counterclockwise.
-:"
Open hydrant valve by turning operating nut to left or
E. Exterior Finish: per requirements of local fire department
F. Dry-Barrel Fire Hydrants: UL 246, PM-approved, two 2-i/2-inch NPS (DN65) and one
4-1/2-inch NPS (DN115) outlets, 5-1/4-inch (133-mm) main valve, drain valve, and 6-inch
NPS (DNI50) mechanical-joint inlet.
2.9 BACKFLOW PREVENTERS
A. General: Manufactured backflow preventers, of size indicated for maximum flow rate and
maximum pressure loss indicated.
B. Working Pressure: 150 psig (1035 kPa) minimum, unless otherwise indicated.
C. 2-1/2-Inch NPS (DN65) and Larger: Bronze, cast-iron, steel, or stainless-steel body with
. flanged ends.
D. Interior Components: Corrosion-resistant materials.
E. S!rainer on inlet is indicated and shall be UL and PM rated.
F. Hose-Connection Vacuum Breakers: ASSE 1011, nickel plated, with nonremovable and
manual drain features, and ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet
Units attached to rough-bronze-finish hose connections may be rough bronze.
G. Double-Check- Valve Assembly: UL 312, FM approved. Assembly has two UL 312, FM-
approved, iron-body, 175-psig (1200-kPa) working-pressure, flanged-end check valves,
with two UL 262, FM-approved, iron-body, OS&Y, flanged, 175-psig (l200-kPa) working-
pressure gate valves.
1. Pressure Loss: 5 psig (34 kPa) maximum through middle third of flow range.
2,10 . YARD HYDRANTS
A. Yard Hydrants, Post Type: Nonfreeze. Include 3/4-inch NPS (DN20) inlet, integral or
field-installed vacuum br~aker with outlet complying with ASME B1.20.7, 3/4-11.5NH
threads for garden hose, Include bronze casing, cast-iron or cast-aluminum casing guard,
tapped drain port in valve housing, and key operation. Include body -length required for
installing inlet valve below frost line. Furnish 2 keys for each hydrant.
WATER DISTRIBUTION
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2.11 ANCHORAGES
A. Clamps, Straps, and Washers: ASTM A 506, steel.
B. Rods: ASTM A 575, steel.
C. Rod Couplings: AS~ A 197 (ASTM A 197M), malleable iron.
D. Bolts: ASTM A 307, steel.
E. Cast-Iron Washers: ASTM A 126, gray iron.
F. Concrete Reaction Backing: Portland cement concrete mix, 3000 psig (20.7 MPa).
1. Cement: ASTM C 150, Type I.
2. Fine Aggregate: ASTM C 33, sand.
3. Coarse Aggregate: ASTM C 33, crushed gravel.
4. Water: Potable.'
2.12 IDENTIFICATION
. A. Refer to Division 2 Section . "Earthwork" for underground wal-ning tape materials,
B. . Arrange for detectable warning tapes made of solid blue film with metallic core and
continuously printed black-letter caption "CAUTION-..WATER LINE BURIED BELOW."
PART 3 ..EXECUTION
3.1 EARTHWORK
A. Refer to Division 2 Section "Earthwork" for excavation, trenching, and backfilling.
B, Refer to Division 2 Section "Hot-Mix Asphalt Paving" for cutting and patching' of existing
paVing.
C. Refer to Division 2 Section "Portland Cement Concrete Paving" for cutting and patching
of paving.
3.2 PIPING APPLICATIONS
A. General: Use pipe, fittings, and joining methods for piping systems according to the
following applications:
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B. Transition couplings and special fittings with pressure ratings at least equal to piping
pressure rating may be used in applications below, unless otherwise indicated.
. C. Do not use flanged couplings for underground piping.
1. Exception: Piping in boxes and structuies, but not buried, may be joined With flanges
instead of joints indicat~d.
D. Water-Service Piping: Use the following:
1, 4- to 8-Inch NPS (DNI00 to DN200): Ductile-iron, push-on-joint pipe; ductile-iron,
push-on-joint fittings; and gasketed joints.
2. 4- to 8-Inch NPS (DNI00 to DN200): Ductile-iron, mechanical-joint pipe; ductile-
iron, mechanical-joint fittings; and mechanical joints.
3. 4- to 8-Inch NPS (DNI00 to DN200): PVC plastic,C900 Class 150, fire-service
pipe; PVC plastic fittings; and elastomeric seal joints.
3.3 VALVE APPLICATIONS
. A. D~awings indicate valve types to be used. Where specific valve types are not indicated, the
. following requirements apply: .
1. Underground Valves,3-Inch NPS (DN80) and Larger: AWWA, gate valves,
nonrising stem, with valve box. . .
2. . Pit and Aboveground Installation Valves, 2-l/2-Inch NPS (DN65) and Larger:
ULIFM, OS&Y gate vfves,
3.4 JOINT CONSTRUCTION
A. Refer to Division 2 Section "Utility Materials" for basic piping joint construction.
B. Ductile-Iron Piping, Gasketed Joints: According to AWWA C600.
c. Ductile-Iron Piping, GasketedJoints for Fire-Service Piping: According to UL 194 and
AWWAC600.
D. Flanged Joints: Align flanges and install gaskets. Assemble joints by sequencing bolt.
tightening. Use lubricant on bolt threads.
E. PVC Piping, Gasketed Joints: Use joining materials according to A WW A C900. Construct
joints with elastomeric seals and lubricant according to ASTM D 2774 or ASTM D 3139
and pipe manufacturer's written instructions.
3.5 PIPING SYSTEMS - COMMON REQUIREl\.1ENTS
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A. General Locations and Arrangements: . Drawings indicate general location and arrangement .
. of piping systems. Indicated locations and arrangemehts were used to size pipe and
calculate friction loss, expansion, pump sizing, arid other design considerations. Install
piping as indicated, unless deviations to layout are approved on Coordination Drawings.
B.' Install piping at indicated slope,
C. Install components with pressure ratina equal to or~reater than system operating pressure.
D. Install piping free of sags and bends.
E. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
F. Install fittings for changes in direction and branch connections.
. 3.6 PIPING INSTALLATION
A. Water-Main Connection: Arrange for tap in water main, of size and in location indicated,
from water utility.
3.7 ANCHORAGE INSTALLATION
A. Install anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches.
Include anchorages for the following piping systems:
1. Gasketed-Joint, Ductile-Iron, Potable-Water Piping: According to AWWA C600.
2. Gasketed-Joint, PVC Potable-Water Piping: According to AWWA M23.
3. Fire'-Service Piping: According to NFPA 24.
B. Apply full coat of asphalt or other acceptable corrosion-retarding material to surfaces of
installed ferrous anchorage devices.
3.8 VALVE INSTALLATION
A. General Application: Use mechanical-joint-end valves for 3-inch NPS (DN80) and larger
underground installation. Use threaded- and flanged-end valves for installation in pits.
B. A WW A-Type Gate Valves: Comply with A WW A C600. Install underground valves with
, stem pointing up and with cast-iron valve box.
C. UL/FM- Type Gate Valves: Comply with NFP A 24. Install underground valves and valves
in pits with stem pointing up.
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3.9 FIRE HYDRANT INSTALLATION
A. General: Install each fire hydrant with separate gate valve in supply pipe, anchor with
restrained joints or thrust blocks, and support in upright position.
B. UL/FM-Type Fire Hydrants: Comply with NFPA 24.
3.10 WATER-METER INSTALLATION
A. Install water meters, piping, and specialties according to utility company's written
requirements.
B. Water Meter: Install compound-type water meters, 3-inch NPS (DN80) and larger, in meter
pits. Include shutoff'valves on water-meter inlet and outlet and valved bypass around meter.
Support meters, valves, and piping on brick or concrete piers.
3.11 . ROUGHING-IN FOR WATER METERS
A Rough-in piping and specialties for water-meter installation according to utility company's
written instructions and requirements.
3.12 . PIT CONSTRUCTION AND INSTALLATION
A. Construct pits according to utility company's written instructions and requirements and as
indicated on the drawings.
3.13 BACKFLOW PREVENTER INSTALLATION
A. Install bacldlow preventers of type, size, and capacity indi.cat~d. Include valves and test
cocks. Install.according to plumbing and health department-authorities having jurisdiction.
B. Do not install reduced-pressure-principle type in pit.
C.' < Support backflow preventers, valves, and piping on brick or concrete piers.
3.14 IDENTIFICATION INSTALLATION
A Install continuous plastic mettalic core underground warning.tape during back-filling of
trench for underground water-service piping. Locate 6 to 8 inches (150 to 200 mm) below
finished grade, directly over piping.
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3.15 FIELD QUALITY CONTROL
A.. Piping Tests: Conduct piping tests before joints are covered and after thrust blocks have
hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure to
stabilize system. Us~ only potable water.
. B. Hydrostatic Tests: Test in accordance with A WW A and not less than 1-1/2 times working
pressure for 2 hours.
L Increase pressure in 50-psig (350-kPa) increments and inspect each joint between
increments, Remake leaking joints with new materials and repeat test until leakage is
within above limits,
C. Prepare reports for testing activities.
3.16 CLEANING
A. Clean and disinfect water distribution piping as follows:
1. Purge new water distribution piping systems and parts of existing systems that have
been altered, extended,. or repaired before use.
2. Use purging and disinfecting procedure prescribed by authorities having jurisdiction
or, if method is not prescribed by authorities, use procedure described in
A WW A C651 or as described below:
a.
Comply with NFP A 24 for flushing of piping. Flush piping system with clean,
potable water until dirty water does not appear at points of outlet.
1)
Fill system or part of system with water/chlorine solution containing at
least 50 ppm of chlorine. Isolate system or part thereof and allow to
stand for 24 hours.
Drain system or part of system of previous solution and refill with.
water/chlorine solution containing' at least 200 ppm of chlorine; isolate
and allow to stand for 3 hours.
Following allowed standing time, flush system with clean, potable water
until chlorine does not remain in water coming from system.
Submit water samples in sterile bottles to authorities having jurisdiction.
Repeat procedure' if biological examination shows evidence of
contamination.
2)
'. r,,-. .
3)
4).
1 \._,
B. Prepare reports for purging and disinfecting activities.
END OF SECTION 02510
WATER DISTRIBUTION
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SECTION 02511 - HOT -MIX ASPHALT PAVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2' SUMMARY
A. This Section includes the following:
1.. Hot-mix asphalt paving.
2. Pavement-marking paint.
. 1.3. SYSTEM DESCRIPTION "
A. Provide hot-mix asphalt pavement according to the materials, workmanship, and other
applicable requirements of the standard specifications of the state or of authorities havIng
jurisdiction. . .
1. Standard Specification: Georgia'DepartmentqfTransportation.
2. Measurement and payment provisions and safety program submittals included in
standard specifications do not apply to this Section. '
1.4 SUBMITTALS
A. Product Data: . For each product specified. Include technical data and tested physical ~d
performance properties.
B. Job-Mix Designs: For each job mix proposed for the Work.
C. . Material Test Reports: ,Indicate and interpret test results for compliance of materials with
requirements indicated.
D. Material Certificates: Certificates signed by manufacturers certifying that each material
complies with requirements. .
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced installer who has completed hot-mix asphalt
- HOT -MIX ASPHALT PAVING
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paving similar in material, design, and extent to that indicated for this Project and with a
record of successful in-service performance,
B. . Preinstallation Conference: Conduct conference at Project site to comply with requirements
of Division 1 Section "Project Meetings" Review rn.-ethods and procedures related to asphalt
paving including, but not limited to, the following:
. 1. Review proposed sources of paving materials, including capabilities and location of
plant that will manufacture hot-mix asphalt.
2. Review condition of substrate and preparatory work performed by other trades.
~. Review requirements for protecting paving work, including restriction of traffic
during installation period and for remainder of construction p.eriod,
4. Review and finalize construction schedule for paving and related work. Verify
availability of materials, paving Installer's personnel, and equipment required to
execute the'Work Without delays. .
5. Review inspection and testing requirements, governing regulations, and proposed
installation procedures.
6. Review forecasted weather ,conditions and procedures for coping with unfavorable
conditions.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver pavement-marking materials to Project site in original packages with seals unbroken
. and bearing manufacturer's labels containing brand name and type of material, date of
manufacture, and directions for storage. '
B. Store pavement-marking matenals in a clean, dry, protected location and within temperature
range required by manufacturer. Protect stored materials from direct sunlight.
1.7 . PROJECT CONDITIONS
A. Environmental Limitations: Do not apply asphalt materials if substrate is wet or excessively
damp or if the following conditions are not met:
!.s..
1.
2.
Prime and Tack Coats: Minimum surface temperature of60 deg F (15.5 deg C),
Asphalt Base Course: Minimum surface temperature of 40 deg F (4 deg C) and rising
at time of placement.
Asphalt Surface Course: Minimum surface temperature of60 deg F (15.5 deg C) at
time of placement.
3.
B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and
at a minimum ambient or surface temperature of 40 deg F (4 deg C) for oil-based materials,
50 deg F (10 deg C) for water-based materials, and not exceeding 95 deg F (35 deg C).
HOT -MIX ASPHALT PAVING
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PART 2 - PRODUCTS
2.1 AGGREGATES .' .
A. ,General: Use materials and gradations that have performed satisfactorily in previous
installations.
B. Coarse Aggregate: Sound; angular crushed stone; crushed gravel; or properly cured,
crushed blast-furnace slag; complying with ASTM D 692.
C. Fine Aggregate: Sharp-edged natural sand or sand prepared from stone; gravel, properly
cured blast-furnace slag, or combinations thereof; complying with ASTM D 1073.
1. For hot-mix asphalt, limit natural sand to a maximum of20 percent by weight of the
total aggregate mass.
D. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with
ASTM D 242.
2.2 ASPHALT MATERIALS
A. Asphalt Cement: ASphalt cement complying with Ga. DOT specifications.
B. Prime Coat: Asphalt emulsion prime conforming to Ga. pOT specifications.
'C. Tack Coat: Emulsified asphalt or Cationic emulsifi~d asphalt, slow setting, factory diluted
in water, of suitable grade and consistency for application conforming to Ga. DOT
specifications.
. D . Water: Potable.
2.3 AUXILIARY MATERIALS
A. Herbicide: Commercial chemical for weed control, registered by Environmental Protection
Agency (EPA), Provide granular, liquid, or wettable.powder form.
B. Sand: ASTM D 1073, Grade Nos, 2 or J.
C. Pavement-Marking Paint: Alkyd-resin type, ready-mixed, complying with FS TT -P-115,
Type I, or AASHTO M-248, Type N.
1. Color: As indicated.
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D. Wheel Stops: Precast, air-entrained concrete, 2500-psi (17.2-MPa) minimum compressive
strength, approximately 6 inches (150 mm) high, 9 inches (225 rom) wide, and 84 inches
. .-~., (2130.mm) long. Provide chamfered corners and drainage slots on underside, ~d provide
holes for anchoring to substrate. . .
1. Dowels: Galvanized steel, diameter 3/4 inch (19 mm), minimum length 10 inches
(254 mm).
2.4 MIXES
A. Hot-Mix Asphalt: Provide dense, hot-laid, hot-mix asphalt plant mixes approved by
authorities having jurisdiction; designed according to Ga. DOT specificatons
PART 3 -EXECUTION
3.1 EXAMINATION
A. Verify that subgrade is dry and in suitable condition to support'paving and imposed loads.
. .
B. Proof-roll subbase using heavy, pneumatic-tired rollers to locate areas that are unstable or
that require further compaction.
C. NotifY Engineer in writing of any unsatisfactory conditions. Do not begin paving installation
. until these conditions have been satisfactorily corrected. . '
3.2 PATfHING AND REPAIRS
A. Patching: Saw cut perimeter of patch and excavate existing pavement section to sound
base. Recompact new subgrade. Excavate rectangular or trapezoidal patches, extending
12 inches (300 mm) into adjacent sound pavement, unless otherwise indicated, Cut
excavation faces vertically.
1. . Tack coat faces of excavation and allow to cure before paving.
2.: Fill excavation with dense-graded, hot-mix asphalt base mix and, while still hot,
, compact flush with adjacent surface.
3. Partially fill excavation with dense-graded, hot-mix asphalt base mix and compact
while still hot. Cover asphalt base course with compacted, hot-mix surface layer
finished flush with adjacent surfaces. .
B. Tack Coat: Apply uniformly to existing surfaces of previously constructed asphalt or
portland cement concrete paving and to surfaces abutting or projecting into new, hot-mix
asphalt pavement. Apply at a uniform rate of 0.05 to 0.15 gal./sq. yd, (0.2 to 0.7 L/sq, m)
of surface.
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1. Allow tack coat to cure undisturbed before paving.
2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.
Remove spillages and clean affected surfaces. _," .
3.3 SURFACE PREPARATION
A. " General: Immediately before placing asphalt materials, remove loose and deleterious
material from substrate surfaces. Ensure that prepared sub grade is ready to receive paving. .
1. Sweep loose granular particles from surface of unbound-aggregate base course. Do
not dislodge or disturb aggregate embedded in compacted surface of base course.
B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and
written application instructions. Apply to dry, prepared subgrade or surface of compacted-
. aggregate base before applying paving materials.
1. Mix herbicide with prime coat when formulated by manufacturer for that purpose.
C. Prime Coat: Apply uniformly over surface of compacted-aggregate base at a rate of 0.15
to 0.50 gal./sq. yd. (0.7 to 2.3 Llsq.' m). Apply enough material to penetrate and seal, but
not flood, surface. Allow prime coat to cure for 72 hours minimum.
1. If prime coat is not entirely absorbed within 24 hours after application, spread sand
over surface to blot excess asphalt. Use just enough sand to prevent pickup under
traffic. Remove loose sand by sweeping before pavement is placed and after volatiles
have evaporated.
2. Protect primed substrate from damage until ready to receive paving.
. .
3.4 HOT-MIX ASPHALT PLACING
A. Machine place hot-mix asphalt mix on prepared surface, spread uniformly, and strike off.
Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents
segregation of mix. Place each course to required grade, cross section, and thickness, when
compacted.
, .
I':"': Place hot-mix asphalt base course in number oflifts"and thicknesses indicated.
2. Place hot-mix asphalt surface course in single lift.
3. Spread mix at minimum temperature of250 deg F (121 deg C).
4. Begin applying mix along centerline of crown for crowned sections and on high side
of one-way slopes, unless otherwise indicated,
5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and
tears in asphalt-paving mat.
.:;...-
B. . Place paving in consecutive strips not less than 10 feet (3 m) wide, ~xcept where infill edge
strips of a lesser width are required. Jogging path width shall be 8' alternate is 'accepted.
HOT -MIX ASP HAL T PAVING
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1. After first strip has been placed and rolled, place succeeding strips and extend rolling
to overlap previous strips. Complete asphalt base course for a section before placing
asphalt surface course. '
C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand
tools to remove excess material forming high spots. Fill depressions with hot-miX asphalt
. to prevent segregation of mix; use suitable hand tools to smooth surface.
3.5 JOINTS
A. Construct joints to ensure continuous bond between adjoining paving sections. Construct
joints free of depressions with same texture and smoothness as other sections of hot-mix
asphalt course. '
1. Clean contact surfaces and apply tack coat.
2. Offset longitudinal joints in successive courses a minimum of6 inches (150 mm)..
3. Offset transverse joints in successive courses a minimum of24 inches (600 mm).
4, Construct transverse joints by bulkhead method or sawed vertical face method as
described in AI's "The Asphalt Handbook. "
5. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive
displacement.
6. Compact asphalt at joints to a density yvithin 2 percent of specified course density.
3.6 COMPACTION
A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight
without excessive displacement. Compact hot-mix paving with hot, hand tampers or
vibratory-plate compactors in areas inaccessible to rollers,
1. Complete compaction before mix temperature cools to 185 deg F (85 deg C).
. B. Breakdown Rolling: Accomplish breakdown or initial rolling immediately after rolling joints
and outside edge. Examine surface immediately after breakdown rolling for indicated
crown, grade, and smoothness, Repair surfaces by loosening displaced material, filling with
hot-mix asphalt, and terollipg to required elevations.
c.: Intermediate' Rolling: Begin intermediate rolling immediately after breakdown rolling, while
hot-mix asphalt is still hot enough to achieve specified density. Continue rolling until hot-
mix asphalt course has been uniformly compacted to the following density:
1. Average Density: 96 percent of reference lab~ratory density according to
ASTM D 1559, but not less than 94 percent nor greater than 100 percent.
2. Average Density: 92 percent of reference maximum theoretical density according to
ASTM D 2041, but not less than 90 percent nor greater than 96 percent.
D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is
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still warm.
E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to
proper alignment. Bevel edges while still hot, with back of rake or smooth iron. Compact
thoroughly using tamper or other satisfactory method.
'F. Repairs: Remove paved areas that are defective or contaminated with foreign materials:
Remove paving course' over area affected and replace with fresh, hot-mix asphalt. Compact
by rolling to specified density and surface smoothness.
G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has
cooled and hardened.
H. Erect barricades to protect paving from traffic until mixture has cooled enough not to
become marked.
3~7 INSTALLATION TOLERANCES
. A. Thickness: Compact each course to produce the thickness indicated within the following
tolerances:
1. Base Course: Plus or minus 1/2 inch (13 rom).
2. Surface Course: Plus 1/4 inch (6 mm), no minus.
B. Surface Smoothness: Compact each course to produce a surface smoothness within the
following tolerances as determined by using a la-foot (3-m) straightedge applied
transversely or longitudinally to paved areas:
1. Base Course: 1/4 inch (6 mm).
2. Surface Course: 1/8 inch (3 mm). ,
3, Crowned Surfaces: Test with crowned template centered and at right angle to crown.
Maximum allowable variance from template is 1/4 inch (6 rrlm).
3.8 PAVEMENT MARKING
A.' Do'not apply pavement-marking paint until layout, colors, and placement have been verified
with Engineer.
B. Allow paving to cure for 30 days before starting pavement marking.
C. Sweep and clean surface to eliminate loose material and dust.
D. Apply paint with mechanical equipment to produce pavement markings of dimensions
indicated with uniform, straight edges. Apply at manufacturer's recommended rates to .
provide a minimum wet film thickness of 15 mils (0.4 mm).
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3.9 WHEEL STOPS
A. Securely attach wheel stops into pavement with not less than 2 galvanized steel dowels
embedded in precast concrete at one-third points. Firmly bond each dowel to. wheel stop
and to pavement. .
3.10 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified independent testing agency to perform field
inspections and tests and to prepare test reports.
1. Testing agency will conduct and interpret tests and state in each report whether tested
Work complies with or deviates from specified requirements.
B.. Additional testing, at Contractor's expense, will be performed to determine compliance of
corrected Work with specified requirements.
. . C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined
according to ASTM D 3549.
D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for
compliance with smoothness tolerances.
E. In-Place Density: Samples of un compacted paving mixtures.and compacted pavement will
be secured by testing agency according to ASTM D 979.
1. Reference laboratory density will be determined by averaging results from 4 samples
of hot-mix asphalt-paving mixture d~livered daily to site, prepared according to
ASTM D 1559, and compacted accoiding to job-mix specifications,
2. Reference maximum theoretical density will be determined by averaging results t[om
4 samples of hot-mix asphalt-paving mixture delivered daily to site, prepared
according to ASTM D 2041, and compacted according to job-mix specifications.
3. In-place density of compacted pavement will be determined by testing core samples
according to ASTM D 1188 or ASTM D 2726.
a.
One core sample will be taken:for every 1000 sq. yd. (836 sq. m) or less of
installed pavement, but in no case will fewer than 3 cores be taken.
Field density of in-place compacted pavement may also be determined by
nuclear method according to ASTM D 2950 and correlated with
ASTM D 1188 or ASTM D 2726.
b.
F, Rem()ve and replace or install additional hot-mix asphalt where test results'or measurements
indicate that it does not comply with specified requirements,
.END OF SECTION 02511
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SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
. .
A. . Drawings and general' provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
. A. This Section includes exterior portland cement concrete paving for the following:
1. Header curbs.
2. Curbs and gutters.
3 . Walkways.
1.3 SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract and Division 1
Specification Sections,
B. Design mixes for each class of concrete, Include revised mix proportions when
characteristics of materials, project conditions,' w~ther, test results,' or other
circumstances warrant adjustments.
. C.. Laboratory test reports for evaluation of concrete materials and mix design tests,
D. Material certificates in lieu of material laboratory test reports when permitted by Engineer.
Material certificates shilll be signed by manufacturer arid Contractor certifYing that each
material item complies with or exceeds requirements. Provide certification from admixture
manufacturers that chloride content complies with requi~ements.
E. Minutes of preinstallation conference.
1.4 QUALITY ASSURANCE
A. Concrete Stanqards: Comply with provisions of the' following standards, except where
more stringent requirements are indicated.
1.. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete for
Buildings. " .
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2. ACI 318, "Building Code Requirements for Reinfor:ced Concrete."
3. Georgia DOT Specifications. .
B. Concrete Manufacturer Qualifications: Manufacturer of ready-mixed concrete products
complying with ASTM C 94 requirements for production facilities and equipment. .
C. Concrete Testing Service: Contractor shall engage a qualified independent testing agency
to perform materials evaluation tests and to design concrete mixes.
D. Preinstallation Conference: Conduct conference at Project site to comply with
requirements of Division 1 Section "Project Meetings" and the following:
. 1.. Before installing portland cement concrete paving, meet with representatives of
authorities having jurisdiction, Owner, Engineer, consultants, independent testing
agency, and other concerned entities to review requirements. Notify participants at
least 3 working days before conference.
1.5 PROJECT CONDITIONS
. . A Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other
construction activities.
PART 2 - PRODUCTS
2.1 FORMS
A. Form Materials: Plywood, metal~ metal-framed plywood, or other acceptable panel-type
. materials to provide full-depth, continuous, straight, smooth exposed surfaces.
1. Use flexible or curved forms for curves ofa 100-foot or less radius.
B. Form Release Agent: Provide commercial formulation form-release agent with a
maximum of350 gIL volatile organic compounds (VOCs) that will not bond with, stain,
or adversely affect concrete surfaces and will not impair subsequent treatments of concrete
surfaces.
........".:..
2.2 REINFORCING MATERIALS
A Reinforcing Bars and Tie Bars: ASTM A 615, Grade 60, deformed,
B. Plain, Cold-Drawn Steel Wire: ASTM A 82,
C. Welded Steel Wire Fabric: ASTM A 185,
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2.3 CONCRETE MATERIALS
A. Portland Cement: ASTM C 150, Type I.
1. Use one brand of cement throughout Project unless otherwise acceptable to
Engineer.
B. FlyAsh: ASTM C 618, Type F.
C. Normal-Weight Aggregates: ASTM C 33, Class 4, and as follows. Provide aggregates
from a single source.
1. Maximum Aggregate Size: 1-1/2 inches.
2. Do not use fine or coarse aggregates that contain substances that cause spalling.
3. Local aggregates not complying with ASTM C 33 that have been shown to produce
concrete of adequate strength and durability by special tests or actual service may
be used when acceptable to Engineer.
D, Water: Potable.
2.4 ADMIXTURES
A. Provide concrete admixtures that contain not more than 0.1 percent chloride ions.
B. Air-Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with
ot"her required admixtures.
C. Water-Reducing Admixture: ASTM C 494, Type A.
'2.5 CURINGMATERIALS
A. Absorptive Cover: Burlap cloth made from jute or kc:~naf, weighing approximately 9 oz.
per sq. yd" complying with AASHTO M 182, Class 2.
't.. .
B. Moisture-Retaining Cover: One of the following, complying.with ASTM C 171.
1. Polyethylene film.
2. White burlap-:polyethylene sheet.
C. 'Clear Waterborne Membrane-Forming' Curing Compound: ASTM C 309, Type I, Class
B.
1. Provide material that has a maximum volatile organic compound (VOC) rating of
350 gIL.
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2.6 CONCRETE.MIX
A. Prepare design mixes for each type and strength of normal-weight concrete by either
laboratory trial batch or field experience methods as specified in ACI 301. For the trial
. batch method, use a qualified independent testing agency for preparing and reporting
proposed mix designs.
1. Do not use the Owner's field quality-control testing agency as the independent
. testing agency. .
2. Limit use of fly ash to 15 percent of cement conteht by weight.
B. Proportion mixes according to ACI 211.1 and ACI 301 to provide normal-weight concrete
, with the following properties:
1. Compressive Strength (28-Day): 4000 psi.
2. Maximum Water-Cement Ratio at Point of Placement: 0.50.
3. Slump Limit at Point of Placement: 4 inches.
C. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at
point of placement haVing an air content as follows with a tolerance" of plus or mitius 1-1/2
. percent:
1. Air Content: 5.5 percent for 1-1/2-inch maximum aggregate.
2, Air Content: 6.0 percent for l..;inch maximum aggregate.
3. Air Content: 6.0 percent for 3/4-inchmaximum aggregate.
D. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Csmtractor
when characteristics of materials, project conditions, weather, test results, ";:orother
circumstances warrant.
. 2.7 CONCRETE MIXING
A. Ready-Mixed Concrete: Comply with requirements and with ASTM C 94.
1. When air temperature is between 85 deg F (30 deg' C) and 90 deg F .c32 deg C),
reduce "mixing and delivery time from 1-1/2-- hours to 75 minutes; when air
temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60
minutes.
PART 3 -EXECUTION
3.1 SURFACE PREPARATION
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A. Proof-roll prepared subbase surface to check for unstable areas and verify need for
additional compaction. Do not begin paving work until sUch conditions have been
cQrrected and are ready to receive pavirig.
B. Remove loose material from compacted subbase surface immediately before placing
concrete.
3.2 EDGE FORMS AND SCREED CONSTRUCTION
A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavlng
. to required lines, grades, and elevations. Install forms to allow continuous progress of
work and so that forms can remain in place at least 24 hours after concrete placement.
B. Check completed formwork and screeds for grade and alignment to following tolerances:
1. Top of Forms: Not more than 1/8 inch in 10 feet.
. 2. Vertical Face on Longitudinal Axis: Not more than 1/4 inch in 10 feet.
C. Clean forms after each. use and coat with form release agent as required to ensure
separation from concrete without damage. .
3.3 . PLACING REINFORCEMENT
A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for .
"Placing Reinforcing Bars" for placing and supporting reinforcement.
B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing
materials.
C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position
during concrete placement. Maintain minimum cover to reinforcement.
3.4 JOINTS
~.
A. General: Construct contraction, construction, and isolation joints true to line with faces
perpendicular to surface plane of concrete. Construct transverse joints at right angles to
the centerline, unless indicated otherwise,
B. Contraction Joints: Provide weakened-plane contraction joints, sectioning concrete into
areas as shown on DrawingS. Construct contraction joints for a depth equal to at least 1/4
of the concrete thickness, as follows:
1. Tooled Joints: Form contraction joints in fresh concrete by grooving and finishing
each edge of joint with a radiused jointer tool.
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.2. Sawed Joints: Form contractionjoints with power saws equipped with shatterpro.of
abrasive or diamond-rimmed blades. Cut 1/8-inch-wide joints into hardened
.. .0 ,concrete when cutting action will not tear, abrade, or otherwise damage surface. and
before development of random contraction cracks.
3. Inserts: Form contraction joints by inserting premolded plastic, hardboard, or
fiberboard strips into fresh concrete until top surface of strip is flush with paving
surface. Radius each joint edge with a jointer tool. Carefully remove strips or caps
of two-piece assemblies after concrete has hardened.' Clean groove of loose' debris.
C. Construction Joints: Set construction joints at side and end terminations of paving and at
locations where paving operations are stopped for mote than 1/2 hour, unless paving
terminates at isolation joints.
1. Provide bulkhead forms with keys. Embed keys at least 1-1/2 inches into concrete.
D. Isolation Joints: Form isolation joints of preformed joint filler strips abutti~g concrete
curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where
indicated. .
1. Locate expansion joints at intervals of 50 feet, unless indicated otherwise.
2, Extend joint fillers full width and depth of joint, not less than 1/2 inch or more than
1 inch below finished surface where joint sealant is indicated: Place top of joint filler
flush with finished concrete surface when no joint sealant is required.
3, Furnish joint fillet:s in one-piece lengths for full width being placed wherever
possible. Where more than one length is required, lace or clip joint filler sections
together. .
4. Protect top edge of joint filler during concrete placement with a metal, plastic, or
other temporary preformed cap. Remove protective cap after concrete has been
placed on both sid~s of joint.
3.5 CONCRETE PLACEMENT
A. Inspection: Before placing concrete, inspect and complete formwork installation,
reinforcing steel, and items to be embedded or cast in. Notify other trades to permit
installation of their work;
B. '. Remove snow, ice, or froSt from subbase surface and reinforcing before 'placing concrete.
Do not place concrete on surfaces that are frozen.
C, Moisten subbase to provide a uniform dampened condition at the time concrete is placed.
Do not place concrete around manholes or other structures until they are at the required
finish elevation and alignment. .
D. Comply with requirements and with ACI 304R for measuring, mixing, transporting, and
placing concrete.
PORTLAND CEMENT CONCRETE PAVING
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E. : Deposit and spread concrete in a continuous operation between transverse joints. Do not
push or drag concrete into place or use vibrators to move concrete into place.
1. When concrete placing is interrupted for more than 1/2 hour, place a construction
joint.
F. Use a bonding agent at locations where fresh concrete is placed against hardened or
partially hardened concrete surfaces.
G. Consolidate concrete by mechanical vibrating equipment supplemented by hand-spading,
rodding, or tamping. Use equipment and procedures to'consolidate concrete complying
with ACI 309R.
1. Consolidate concrete along face of forms and adjacent to transverse joints with an
internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side
forms. Use only square-faced shovels for hand-spreading and consolidation,
Consolidate with care to prevent dislocating reinforcing, ~owels, and joint devices.
H. Curbs and Gutters: When automatic machine placement is used for curb and gutter
placement, submit revised mix design . and laboratory test results that meet or exceed
requirements. Produce curbs and gutters to required cross section, lines, grades, finish,
and jointing as specified for formed concrete. If results are not acceptable, remove and
replace with formed concrete,
I. Header Curb: Produce curbs and gutters to required cross section, lines, grades, finish,
and jointing as specified for formed concrete. If results are not acceptable, remove and'
. replace with formed concrete.
J. Cold-Weather Placement: Comply with provisions of ACI 306R and as follows. Protect
concrete work from physical damage dr reduced strength that could be caused by frost,
freezing actions, or low temperatures.
1. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C),
uniformly heat water and aggregates before mixing to obtain a concrete mixture
temperature of not less than 50 deg F (10 deg C) and not more than 80 deg F (27
deg C) at point of placement. , .
2. Do not use frozen materials or materials containing ice or snow.
3. Do not use calcium chloride, salt, ~r other materials containing antifreeze agents or
chemical accelerators unless otherwise accepted in mix designs.
K. Hot-Weather Placement: Place concrete complying with ACI 305R and as specified when
hot weather conditions exist.
1. Cool ingredients before miXing to maintain concrete temperature at time of
placement to below 90 deg F (32 deg C). Mixing water may be chilled or chopped
ice may be used to control temperature, provided water equivalent of ice is
calculated to total amount of mixing water. Using liquid nitrogen to cool concrete
is Contractor's 'option. .
PORTLAND CEMENT CONCRETE PAVING
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3.6 CONCRETE FINISHING
A. Float Finish: Begin floating when bleed water sheen has disappeared and the concrete
surface has stiffened sufficiently to permit operations. Float surface with power-driven
. floats, or by hand-floating if area is small or inaccessible to power units. Finish surfaces
to true planes within a tolerance of 1/4 inch in 1'0 feet as determined by a 10-foot-Iong
straightedge placed anywhere on the surface in any directioIl. Cut down high spots and
fill low spots. Refloat surface immediately to a uniform granular texture.
1. Burlap Finish: Drag a seamless strip of damp burlap across concrete, perpendicular
to line of traffic, to provide a uniform gritty texture finish.
2. Medium-to-Fine- Textured Broom Finish: Draw a soft bristle broom across concrete
surface perpendicular to line of traffic to provide a uniform fine line texture finish.
3. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating
surface 1/16 inch to 1/8 inch deep with a stiff-bristled broom, perpendicular to line
of traffic. .
B.' Final Tooling: Tool edges of paving, gutters, curbs, and joints formed in fresh concrete
with a jointing tool to the following radius. Repeat tooling of edges and joints after
applying surface finishes. Eliminate tool marks on concrete surfaces.
, 1. Radius: 1/4 inch.
3.7 CONCRETE PROTECTION AND CURING
A. ., General: Protect freshly placed concrete from premature drying and excessive cold or hot .
temperatures. Comply with the recommendations of ACI 306R for cold weather
protection and AC130SR for hot weather protection during curing,
B. Evaporation Control: In hot, dry, and windy weather, protect concrete from rapid
moisture loss before and during finishing operations with an evaporation-control material.
Apply according to manufacturers instructions after screeding and bull floating, but before
floating. .
C. Begin curing after finishing concrete but not before free water has disappeared from
concrete surface.
D. Curing Methods: ,,"Cure concrete by moisture curing, moisture-retaining..:cover curing,
curing compound, or a combination of these as follows:
I.. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with the
following materials:
a. Absorptive cover, water saturated, and kept continuously wet. Cover
concrete surfaces and edges with a 12-inch lap over adjacent absorptive
covers,
PORTLAND CEMENT CONCRETE PAVING
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2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining
cover for curing concrete, placed in widest practicable width, with sides and ends
. lapped at least 12 inches, and sealed by waterproof tape or. adhesive. Immediately
repair any holes or tears during curing period using cover material and waterproof
tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or
roller according to manufacturer's directions. Recoat areas subjected to heavy
rainfall within 3 hours after initial application. Maintain continuity of coating and
repair damage during curing period.
3.8 FIELD QUALITY CONTROL TESTING
A. The Owner will employ a qualified testing and inspection agency paid by the Contractor
from the Bid Allowance to sample materials, perform tests, and submit test reports during
concrete placement. Sampling and testing for quality control may include the following:
1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with
ASTM C 94. .
2. When frequency of testing will provide fewer than five strength tests for a given
class of concrete, conduct testing from at least five randomly selected batches or
from each batch if fewer than five are used.
3. When total. quantity of a given class of concrete is less than 50 cu. yd., Engineer may
waive strength testing if adequate evidence of satisfactory strength is proVided. .
4. When strength of field-cured cylinders is less than 85 percent of companion
laboratory-cured cylinders, evaluate current operations and provide corrective
procedures for protecting and curing the in-place concrete. .
5, Strength level of concrete will be considered satisfactory if averages of sets of three
consecutive strength test results equal or exceed specified compressive strength and
no individual strength test resUlt falls below specified compressive strength by more
than 500 psi.
B. Test results will be reported in writing to Engineer, concrete manufacturer, and Contractor
within 24 hours of testing. Reports of compressive strength tests shall contain the Project
identification name and number, date of concrete placement, name of concrete testing
agency, concrete type and class, location of concrete batch in paving, design compressive
strength at 28 days, concrete mix proportions and materials, compressive breaking
strength, and type of break for both 7-day and 28-day tests,
C. Nondestructive Testing: Impact hanuner, sonoscope, or other nondestructive device may
be permitted but shall not be used as the sole basis for acceptance or rejection.
D. Additional Tests: The testing agency will make additional tests of the concrete when test
results indicate slump, air entrainment, concrete strengths, or other requirements have not
been met, as directed by Engineer. Testing agency may conduct tests to determine
adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methodsIas directed. Testing required by the Engineer due to any of these specifications not being'
strictly met will be paid by the Contractor,
'-..
PORTLAND CEMENT CONCRETE PAVING
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3.9 REPAIRS AND PROTECTION
A. Remove and replace concrete paving that is broken, damaged, or defective, or does not
meet the requirements of this .Section.
B. Drill test cores where directed by Engineer when necessary to determine magnitude of
cra9ks _.or defective' areas. Fill drilled core holes in satisfactory pavement areas with
portland cement concrete l?onded to paving with epoxy adhesive. '
C. Protect concrete from damage. Exclude traffic from paving for at least 14 days after
placement. . When construction traffic is permitted, maintain paving as clean as possible
by removing surface stains and spillage of materials as they occur.
D. . Maintain concrete paving free of stains, discoloration, dirt, and other foreign material.
. Sweep concrete paving not more than 2 clays prior to date scheduled for Substantial
Completion inspeCtions.
END OF SECTION 02520
PORTLAND CEMENT CONCRETE PAVING
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SECTION 02700 - STORM DRAINAGE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
. A. Drawings and general provisions of the Contract, including the GeD.eral and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
. .
A.' This Section includes sewerage and drainage systems outside the building. Systems
. include the following:' .,
1. Storm drainage.
1.3 DEFINITIONS
. .
A. Drainage Piping: System of sewer pipe, fittings, and appurtenances for gravity flow of.
storm drainage.
'1.4 PERFORMANCE REQt.rrREMENTS
A.
Gravity-Flow, Nonpressure-Piping Pressure Ratings: ~t least equal to s1stem test
pressure.
1.5 SUBMITTALS
, A. General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections.
B. Product data for the following:
1. Storm-water pipe and flared end sections.
C. Shop drawings for precast concrete manholes and other structures. Include frames,
covers, and grates.
D, Shop drawings for cast-in-place concrete or field-erected masonry manholes and other
structures. Include frames, covers, and grates.
STORM DRAINAGE
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E. Inspection and test reports specified in the "Field Quality, Conh:ol" Article.
1.6 QUALITY ASSURANCE
A. Product Options: Drawings indicate sizes, profiles, connections, and dimensional
requirements of system components and are based on specific manufacturer types
indicated, Other manufacturers' products with equal performance characteristics may be
considered.
1. 7 DELIVERY, STORAGE, AND HANDLING
A. Protect pipe, pipe fittings, and seals from dirt and damage, .
B. ..Ha:ndle precast concrete manholes and other structures according to manufacturer's rigging
instructions.
1,8 PROJECT .CONDITIONS
A. Site Information: Perform site survey, research public utility records, and verify existing
utility locations..
B. Locate existing structures and piping to be closed and abandoned.
C.' Existing Utilities: .Donot. interrupt existing utilities serving facilities occupied by the
Owner or 9thers except when permitted under the following conditions and then only after
arranging to provide acceptable temporary utility services.
1. Notify Engineer not less than 48 . hours in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without receiving Engineer's written
perrmSSlOn.
1.9 SEQUENCING"AND SCHEDULING
A. Coordinat~ storm drainage system connections to County storm sewer,
B. Coordinate storm drainage.system connections to existing on-site storm sewer.
C. Coordinate with other utility work.
PART 2 - PRODUCTS
STORM DRAINAGE
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2.1 PIPES AND FITTINGS
A. Reinforced-Concrete Sewer Pipe and Fittings: ASTM C 76 (ASTM C 76M), Class ill,
Wall B, for gasketed joints.
1. Gaskets: ASTM C 443 (ASTM C 443M), rubber o-ring.,
2.2 OUTLET STRUCTURE
A. Precast Concrete: ASTM C 478 (ASTM C 478M), precast, reinforced concrete, of depth
indicated, with provision for rubber gasket joints.
1. Ballast: Increase thickness of precast concrete sections or add concrete to base
section, as required to prevent floatation.
2. Base Section: 6-inch (150-mm) minimum thickness for floor slab and 4-inch
(100-mm) minimum thickness for walls and base riser sectio~, and having a separate
base slab or base section with integral floor.
.3. . . Riser Sections: 4-inch (lOO-mm) minimum thickness, 48-inch (1220-mm) diameter,
and lengths to provide depth indicated.
4. Gaskets: ASTM C 443 (ASTM C 443M), rubber.
5. Steps: ASTM C 478(ASTM C 478M) individual steps or ladder. Omit steps for
. manholesless'than 60 inches (1500 mm) deep.
6. .Pipe Connectors: ASTM C 923 (ASTM C 923M), resilient, of size required, for
each pipe connecting to base section.
2.3 CONCRETE
-
A. General: Cast-in-place concrete according to ACI 318, ACI 3S0R, and the following:
1. Cement: ASTM C 150, Type I
2. Fine Aggregate: ASTM C 33, sand.
3. Coarse Aggregate: ASTM C 33, crushed gravel.
4:' Water: Potable. .
,....:
,.,,.',
B. Structures: Portland-cement design mix, 4000 psi (27.6 MPa) minimum, with 0.45
maximum water-cement ratio.
1. Reinforcement Fabric: ASTM A 185, steel, welded wire fabric, plain.
2. Reinforcement Bars: . ASTM A 615, Grade 60 (ASTM A 615M, Grade 400),
deformed steel.
STORM DRAINAGE
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2.4 OUTFALLS
A. Install precast flareg end. sections (PES). Construct headwall, apron, .and. tapered sides of
, cast-in-place, reinforced concrete.
B. Riprap: Broken stone, irregular size and shape, weighing 15 to 50 pounds (7 to 23 kg)
each.
C. Energy Dissipators: Construction as indicated, from materials indicated.
PART 3 - EXECUTION
3:1 EARTHWORK
A. Excavating, trenching, and backfilling are specified in Division 2 Section "Earthwork."
3.2 PIPING APPLICATIONS
A., General: Include watertight joints.
B. Refer to Part 2 of this Section for detailed specifications for pipe and fitting products listed
below. Use pipe, fittings, and joining methods according to the following applications.
C. . Pipe Sizes 15 Inches and greater: Reinforced-concrete sewer pipe and fittings; o-ring
rubber gaskets; and gasketed joints,
3.3 INSTALLATION, GENERAL
A.
General Locations and Arrangements: Drawings (plans and details) indicate the general
location and arrangemen[ . Install piping as indicated, to extent practical.
B,
Install' piping beginning' at low point of systems, true to grades 'and alignment. indicated
with unbroken continuity of invert. Install gaskets according to manufacturer's
recommendations for use of lubricants, cements, and other installation requirements.
Maintain swab or drag in line and pull past each joint as it is completed.
C.
, -
Install gravity-flow-systems piping at constant slope between points and elevations
indicated. Install straight piping runs at constant slope, not less than that specified, where
slope is not indicated,
STORM DRAINAGE
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3.4 PIPE JOINT CONSTRUCTION AND INSTALLATION
A. General:. )Q,~nand install pipe and fittings according to th~ follqwing. ,.
B. Concrete Pipe and Fittings: InstalJ according to ACP A "Concrete Pipe Handbook. II Use
the following seals:
I: Round Pipe and Fittings: ASTM C 443 (ASTM C 143M), rubber gaskets.
,
3.5 STORM DRAINAGE INLET AND OUTFALL INSTALLATION
A. . Install inlets that match grade, with flared end sections that match pipe, where indicated.
B. Construct riprap of broken stone, as indicated.
C. . Install outlets that spill onto grade, with flared end sections. that match pipe, where
indicated.
D. Construct energy dissipators at outlets, as indicated.
3.6 CONCRETE PLACEMENT
A. Place cast-in-place concrete according to ACI 318, ACI 3 50~ and as indicated.
3.7 FIELD QUALITY CONTROL
A. Clear interior of piping and structures of dirt and superfluou~ .material as the work
. progresses. Maintain swab or drag in piping and pull past each joint as it is completed.
B. Inspect interior of piping to determine whether line displacement or other damage has
occurred. Inspect after approximately 24 inches (600 rom) of backfill is in place, and again
at completion of the Project.
1. Submit separate reports for each system inspection,
-. 2. Defects requiring correction include the following:
a.
Alignment: Less than' full diameter of inside of pipe is visual between
structures.
Deflection: Flexible piping with deflection that prevents passage of a ball or
cylinder ofa size not less than 92.5 percent of piping diameter.
Crushed, broken, cracked, or otherwise damaged piping.
Infiltration: Water leakage into piping.
Exfiltration: Water leakage from or around piping..
b.
c.
d,
. e,
STORM DRAINAGE
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3. Replace defective piping using new materials and repeat inspections until defects are
Within allowances specified. ,
4. Reinspect and repeat procedUr~,ui1til results ar~ satisfactory. '. . ".J" .
END OF SECTION 02700
STORM DRAINAGE
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SECTION 02810 - IRRIGATION SYSTEMS
.~...,.....,~""~" .
... .. '.r-~_~';r!"i' ,..,,,,. ....,...',;... ,
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section. '
1.2 SUMMARY
A. This Section includes the design and installation of valves, piping, sprinklers, specialties,
accessories, controls, and wiring for athletic field irrigation systems.
1.3 DEFINITIONS
A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches. Tube sizes are
Standarq sizein inches. Equivalent SI (metric) sizes are indicated in millimeters (mm) in
parentheses.
B. Supply Piping: Piping from water 'source to coruiection to irrigation 'system pressure
piping. Piping is under same pressure as water supply. Piping in this category is not
included in this Section.
C. Pressure Piping: Piping downstream from supply piping to arid including control valves.
Piping is .under irrigation system pressure. Piping in this category includes pressure
regulators, water meters, and backflow preventers, when used.
D. Circuit Piping: Piping downstream from control valves to irrigation system sprinklers,
emitters, devices, and drain valves. Piping is under pressure (less than pressure piping)
during flow.
E. . Control Valve: Manual or automatic (electrically operated) v~ve for control water flow
to irrigation system zone. ."
F, Drain Piping: Downstream from ~cuit piping drain valves. Piping is not under pressure.
G. Drain Valve: Manual or automatic (pressure operate~) drain valve for draining of
irrigation system circuit piping,
1.4 SYSTEM PERFORMANCE REQUIREl\1ENTS
IRRIGATION SYSTEMS
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A. . Location of Sprinklers and Devices: Contractor shall hire a certified sprinkler
designer/installer to desigil and install all irrigation piping, valves, controllers and other
devices necesarry foca.complete irrigation system. Make minor adjustments.necessary to
avoid obstructions such as signs and light standards,
B. Minimum Water Coverage: Not less than:
1. Turf Areas: 100 percent.
C. Components and Installation: Capable of producing piping systems with the following
minimum working pressure ratings except whereindicat"ed otherWise.
1. Pressure Piping: 150 psig (1035 kPa).
2: Circuit and Drain Piping: 100 psig (690 kPa),
1.5 SuBMITTALS
A. General: Submit the following according to the Conditions of the Contract and Division 1
Specification Sections.
. B. Product data including pressure rating, rated capacity, settings, and electrical data of
selected models for the following: .
1. Backflow preventers, including test equipment.
2. Pressure regulators. , ,
3. Valves, including general-duty, underground, manual and automatic control, and
quick-coupler types, and valve boxes. .
4. Sprinklers, including emitters, drip tubes, and devices.
5. Controls, including controller wiring diagrams.
6. Wiring,
7. Water hammer arresters.
8. Area drains.
C. Wiring diagrams for electrical controllers, valves, and devices.
:D. Shop drawings showing irrigation system, including plan layout aild locations, types, sizes,
capacities, and flow characteristics of irrigation system components. Include, backflow
preventers, valves, piping, sprinklers and devices, accessories, controls, and wiring. ~Show
. areas of sprinkler spray and overspray, Submit hydraulic calculations with shop drawings.
E. Coordination drawings showing piping and major system components. Indicate interface
and spatial relationship between piping, system components, adjacent utilities, and
proximate structures.
F. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in
Division 1 Section "Project Closeout" for the following:
IRRIGATION SYSTEMS
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1. Backflow preventers, including instructions for testing.
2. Pressure regulators.
3. AutomatiG control valves.
4. Sprinklers.
5. Controllers,
1.6 QUALITY ASSURANCE
A. Comply with requirements of utility supplying water for prevention of backflow and
backsiphonage.
B. Installer Qualifications: Engage an experienced Installer who has completed irrigation
systems similar in material, design, and extent to that indicated for Project that have
resulted in construction with a record of successful in-service performance.
. C. Listing'and Labeling: Equipment, specialties, and accessories that are listed and labeled.
L The Terms "Listed II and "Labeled": As defined in "National Electrical Code,"
Article 100.
2. Listing and Labeling' Agency Qualifications: A "Nationally Recognized Testing
Laboratory" (NRTL) as defined in OSHA Regulation 1910.7.
D. Product. Options: Irrigation system piping, specialties, and accessories are based on
specific types, manufa~ers, and models indicated. Components with equal performance
characteristics produced by other manufacturers may be considered, proVided deviations'
in dimensions, operation,' and other characteristics do not change design concept or
intended performance as judged by the Engineer. The burden of proof of product equality
is on th~ Contractor. .
1.7 PROJECT CONDITIONS
A. Perform site survey, research public utility records, and verify existing utility locations.
Verify that irrigation system piping may be installed in compliance with original design and
referenced standards. .
1.8 SEQUENCING AND SCHEDULING
A. Coordinate irrigation systems work with landscape work specified in Division 2 Section
"Landscape Work."
1.9 EXTRA MATERIALS
A. Deliver extra materials to Owner. Furnish extra materials matching products installed as
-described below. Package them with protective covering for storage and label clearly
IRRIGATION SYSTEMS
02810 - 3
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describing contents.
1. Quick CQuplers: FUrnish. quailtity of units equal to 10 percent ,of.~ount of each
size installed.
2. Sprinklers: Furnish quantity of units equal to 10 percent of amount of each type
installed. .
3. Emitters, Drip Tube, and Devices: Furnish quantity of units equal to 10 percent of
amount of each type in..~talled.
4. Valve Keys: Furnish quantity of tee-handle units equal to 25 percent of amount of
each type key-operated, control valve installed.
5. Quick-Coupler Hose Swivels: Furnish quantity of units equal to 25 percent of
amount of each type quick coupler installed.
6. .Quick-Coupler Operating Keys: Furnish quantity of units equal to 25 percent of
amount of each type quick coupler installed.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
. A. Available Manufacturers: . Subject to compliance with requirements, manufacturers
offering products that may be incoryorated in the Work include, but are not liinited to, the
following:
1. Backflow Preventers:
a. Ames Co., Inc.
b. Buckner, Inc.
c. Cash by A.W. Cash Valve Mfg. Corp.
d. CIa-Val Co.
e. Conbraco Industries, Inc,
f Febco.
g. Hersey Products, Inc., Grinnell Corp.
h. Rain Bird Sprinkler Mfg, Corp,
1. Sparco, Inc.
J.Watts Regulator Co. .
k. Wilkins Regulator Div., Zurn Industries, Inc.
2. Pressure Regulators:
a. Bermad.
b. AW. Cash Valve Mfg. Corp.
c. Cia-Val Co.
d. Conbraco Industries, Inc.
e, G A Industries, Inc, .
f Honeywell Braukmann.
_ IRRIGATION SYSTEMS 02810 - 4
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g. O.c. Keckley Co.
h. Spence Engineering Co., Inc.
1. Watts Regulator Co. .
J. Wilkins Regulator Div" Zum Industries, fic.
3. Gate Valves for Underground Installation:
a. American Darling Valve Div~ American Cast Iron Pipe Co.
b. Clow Valve Co. Div., McWane, Inc.'
c. Kennedy Valve Div., McWane,Inc.
d. Stockham Valves & Fittings, Inc.
e, Waterous Co.
4. Corporation Stops for Underground Installation:
a. Ford Meter Box Co., Inc.
b. Hays Div., Romac Industries.
c. A. Y. McDonald Mfg. Co.
d. Mueller Co., Grinnell Corp.'
~ 5 . Valves for Aboveground and Pit Installation:
a. Grinnell Supply Sales Co., Grinn~ll Corp.
b. Jomar International, Ltd.
c. Kitz Corp. of America.
. d. Lunkenheimer Co,
e, Milwaukee Valve Co., Inc.'
f. Nibco, Inc.
g. Hammond Valve Div., Prairie Manufacturing Corp.
h. Red-White Valve Corp.
1. ,StOCkham Yalves & Fittings, Inc.
J. Walworth Co.
k. Watts Regulator Co.
1. Wm. Powell Co.
6. Automatic Control Valves:
a. Buckner, Inc.
b. Champion Irrigation Products.
c. Hardie by James Hardie Irrigation, Inc., Landscape Div,
d. Hit Products Corp.
e. Imperial Underground Sprinkler Co.
f. Lawnlife by Ceres Products Corp.
g. L.R. Nelson Corp,
h, Rain Bird Sprinkler Mfg. Corp.
1. Richdel by James Hardie Irrigation, Inc., Landscape Div.
J. Superior Controls Co" Inc,
k.'Toro Co,
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1.' Valcon by Automatic Irrigation Equipment Co.
m. Weather-matic Sprinkler Div., Telsco Iridtistries. .
7. Control Valve Boxes:
a. Ametek by Plymouth Products Div., AMETEK..,
b. Applied Engineering Products.
c. Brooks Products, Inc., Polyplastics Div.
. d. Carson Industries, Inc.
e, DFW /HPI by Hefco Plastics, Inc.
f National Diversified Sales, Inc.
g. pepco Water Conservation Products, Inc.
h. Quazite Div" Morrison Molded Fiber Glass Co.
. . 8. Quick Couplers:
a. Buckner, Inc.
b. Champion Irrigation Products.
c. Lawnlife by Ceres Products Corp.
d. L.R. Nelson Corp.
e. Rain Bird Sprinkler Mfg. Corp.
f Toro Co.
g. Weather-matic Sprinkler Div., Telsco Industries.
9. Sprinklers:
a. Buckner, Inc.
b. Champion Irrigati~.m Products.
c. Hardie by James ij:ardie Irrigation, Inc., Landscape Div,
d. Hit Products Corp.
e. Hunter Industries. '
f Lawnlife by Ceres Products Corp.
g. L.R. Nelson Corp. .
h. Rain Bird Sprinkler Mfg. Corp.
1. Richdel by James Hardie Irrigation, Inc" Landscape Div.
J. . Senninger Irrigation, Inc.
k. Toro Co.
1. Weather-matic Sprinkler Div., Telsco Industries.
10. Emitters, Drip Tubes, and Devices:
a. Agrifim Irrigation Products, Inc.
b. Buckner, Inc.
c. Hardie by James Hardie Irrigation, Inc., Landscape Div.
d, Hit Products Corp.
e. Olson Irrigation Systems.
f Pepco Water Conservation Products, Inc.
g. Rain Bird Sprinkler Mfg. Corp,
IRRIGATION SYSTEMS
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h. Raindrip, Inc. .
1. Salco Products; Inc.
J.. Tornado by Plastro Irrigation, Inc.
k. Toro Co.
1. Weather-matic Sprinkler Div., Telsco Industries.
11. Controllers:
a. Buckner, Inc.
b. Champion Irrigation Products.
c. Dayni Controls Manufacturing Co.
d. Hardie by James Hardie Irrigation, Inc., Landscape Div..
e. Hydro-Electronics, Inc.
f. Irritrol by James Hardie Irrigation, Inc., Landscape Div.
g. L.R. Nelson Corp.
h. Oasis by Hit Products Corp.
1. Rain Bird Sprinkler Mfg. Corp.
J. Richdel by James Hardie Irrigation, Inc., Landscape Div.
k. Superior Controls Co., Inc.
1. Toro Co.
m. Valcon by Automatic Irrigation Equipment Co,
n. WaterS aver by EMC/Hirsch, Inc.
o. Weather-matic Sprinkler Div., Telsco Industries.
.12. Water Hammer Arresters and Area Drains:
a, Ancon, Inc:
b. Jones Manufacturing Co., Inc.
c. Josam Co. ,
d. Jay R. Smith Mfg. Co. Div., Sm1th Industries, Inc.
e. ,Wade Div., Tyler Pipe Subsid" Tyler Corp.
f. Zurn Hydromechanics Div., ZUfn Industries, Inc.
",". '
2.2 PIPES AND TUBES
A. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and
tube materials specified below are used.
b .:-
B. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 40, 160 psig
(1100 kPa) minimum pressure rating for 8-inch (200mm) and smaller sizes, with plain
ends.
2.3 PIPE AND TUBE FITTINGS
, A. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and
tube fitting materials specified below are used.
IRRIGATION SYSTEMS
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B. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2466, Schedule 40, socket-type.
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2.4 JOINING MATERIALS
A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for joining
materials not included in this Section.
B. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other
than orange.
C. Gaskets and Fasteners for Metal and Metal-to-Plastic Flanged Joints: ASME BI6.21,
nonmetallic, asbestos-free, flat, 1I8-inch (3nun) thickness gaskets and ASME B 18.2.1,
carbon steel bolts, nuts, and washers.
D. Gaskets for Plastic Flanged Joints: Materials recommended by plastic pipe and fittings
manufacturer.
2.5 BACKFLOW PREVENTERS
A. Description: ASSE Standard backflow preventers, of size indicated for maximum flow
rate and maximum pressure loss indicated.
, 1. Working Pressure: 150 psig (1035 kPa) minimum except where otherwise
indicated.
2. 2 Inches (50 nun) and Smaller: Bronze body with threaded ends.
3. 2-112 Inches (65 nun) and Larger: Bronze, cast-iron, steel, or stainless-steel body
with flanged ends,
a. Interior Pr:otective Coating: A WW A C550, epoxy coating for .packflow. _.".'
preventers with cast-iron or steel body.
4. Interior Components: Corrosion-resistant materials.
5. Strainer supplied with and compatible for size and capacity with unit, on inlet, where
strainer is indicated.
B. Hose Connection Vacuum Breakers: ASSE 1011, nickel-plated, with nonremovable and
manual drain features, and ASME Bl,20,7 garden-hose threads on outlet. Units attached
to rough-bronze-finish hose' connections may be rough bronze.
C. Reduced-Pressure-Principle Backflow Preventer: ASSE 1013, with (OS&Y) gate valves
on inlet and outlet and strainer on inlet. Include test cocks and pressure-differential.relief
valve with ASME AI12.1.2 air-gap fitting located between 2 positive-seating check valves
for continuous pressure application.
1. Pressure Loss: .15 psig (103 kPa) maximum, through middle third offlow range.
2. Gate valves supplied with and compatible for size and testing of unit on inlet and ,
IRRIGATION SYSTEMS
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outlet, Valves 2 inches (50 rom) and smaller may be ball valves if these are unit
manufacturer's standard valve for this application. " .
3. ,.T.est.,.Kit:.:,.:Ynit manufacturer supplied, complete calibrat~ ba.9.kflow preventer
testing equipment kit with carrying case.
2.6 PRESSURE REGULATORS
, . A. Description: ASSE 1003, single-seated, direct-operated-type water pressure regulators,
rated for initial working pressure of 150 psig (1035 kPa) minimum, with size, flow rate,
and inlet and outlet pressures indicated. Include integral factory-installed or separate
field-installed Y -pattern strainer that is compatible with unit for size and capacity.
1. 2 Inches (50 mm) and Smaller: Bronze body with threaded ends.
2. 2-1/2 Inches (65 rom) and Larger: Bronze or cast-iron body with flanged ends.
a. Interior Protective Coating: A WW A C550, epoxy coating, for regulators
with a cast-iron body.
3. . Interior Components: Corrosion-resistant materials.
2.7 VALVES
A. General: Valves are for general-duty and underground applications. Refer to "Valve
Applications" Article for locations of various valve types specified in this Article. Refer
to "Control Valves" Article for control valves and accessories and "Backflow Preventers"
Article for backflow preventervalves.
=
B. Nonrising Stem Gate Valves 3 Inches (80 rom) and Larger: AWWA C500, cast-iron
. double disc, bronze disc and seat rings or A WW A C509, resilient seated; bronze stern,
cast-iron, or.ductile.,.iron body and bonnet, stem nut, 200 psig (1380 kPa) working
pressure; and ends that fit NPS dimension, PVC pipe. Include elastomeric gaskets.
C. Plastic Valves: Polyvinyl chloride (PVC) plastic, with 150 psig (1035 kPa) minimum
pressure rating, ends compatible with piping where valve is to be installed, and stem nut.
D . Valve Boxes: Cast-iron box with top section and cover with lettering "W A TER, II bottom
section with base to fit over valve and barrel approximately 5 inches (127 mm) in diameter,
and adjustable cast-iron extension of length required for dep'tli"ofbury of valve.
I.. Provide steel tee-handle shutoff rod with each valve box. Include tee-handle,
shutoff rod with one pointed end, stem of length to operate valve, and end fitting
valve operating nut. .
2.8 CONTROL VALVES
A. Description: Manufacturer's standard control' valves for circuits, of type and sIze
IRRIGATION SYSTEMS
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indicated, and as follows:
1. Provide cast-bronze bodies, unless otherwise indicated.
2. Manual Control Valves: MSS SP-80, Class 125, globe valves.
3. Key-Operated~'Mamial Control, Valves: MSS SP-80, Class 125, globe valves~ fitted
for key operation.
4. Automatic Control Valves: Diaphragm-type, normally closed, with manual flow
adjustment, and operated by 24-volt-a.c, solenoid.
5. Automatic Drain Valves: Designed to open for drainage when line pressure drops
below 3 psig (20 kPa).
6. Quick-Couplers: Factory-fabricated, 2-piece assembly. Include coupler water-seal
valve; re,uovable upper body with spring-loaded or weighted, rubber-covered cap;
hose swivel with ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet;
and operating key.
a. Locking Top Option: Include vandal-resistant, locking feature with 2
matching keys.
B. Control Valve Boxes: Polyethylene (PE), acrylonitrile-butadiene-styrene (ABS),
fiberglass, polymer concrete, or precast concrete box and cover. Size as required for
application.
1. Drairiage Backfill: Cleaned gravel or crushed stone, graded from 3 inches (75 mm)
maximum to 3/4 inch (19 mm) minimum. '
C. Service Boxes for Key-Operated Control Valves: Cast-iron box With telescoping top
section of length. required for depth of bury of valve. . Incl~de cover with lettering
. "W A TER, II and bottom section with base of size to fit over curb stop and barrel
approximately 3 inches (75 mm) in diameter. .
. .
1. Include valve key, 36 inches (915 rom) long with tee handle an&key end to fit valve.
2.9 SPRINKLERS
A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage
over entire area of spray shown on Drawings at available water pressure, as follows:
1. Housings: Brass.
2. Interior Parts: Brass or other corrosion-resistant materials.
3. Pop-Up, Rotary Spray: Gear driven type rotor, full-circle and adjustable part-circle
type, set on triple lifetime lubricated swing joints,
2,10 AUTOMATIC CONTROL SYSTEM
A. Description: Low-voltage controller system, made for control of irrigation system
automatic control valves. Controller operates on 120 volts a.c. building power system,
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provides 24 volts ac. power to control valves, and includes stations for at least the number
of control valves indicated.
B. Exterior Control Enclosures: . Weatherproof enclosure with locking cover and 2 matching
keys. Enclosure construction complies with NFP A 70 and NEMA 250, Type 4, and
includes provision for grounding.
1, Material: Enameled-steel, sheet metal.
2. Mounting: Free-standing-type for concrete-pad mounting.
C, Transformer: Internal-type, and suitable for converting' 120 volts a,c. building power to
24 volts a.c. power.
D. Controller Stations for Automatic Control Valves: Each station is variable from
approximately 5 to 60 minutes, Include switch for manual or automatic operation of each
station.
E. Timing Device: Adjustable, 24-hour, 14-day clock to operate any time of day, Include
provision for the following settings:
1. Setting to skip operation any day in timer penod.
2. Setting for operation every other day.
3. Settings for operation 2 or more times daily.
4. Include manual or semi-automatic operation without disturbing preset automatic
operation.
5. Provide NI-CAD battery and trickle charger to automatically power the timing
device during power outages.
F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for d~ect bu~.
. 1. . Feeder Circuit Cables: Type UF, No. 12 AWG minimum, between building and
controllers. '
2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between
controllers and automatic control valves. Jacket color is other.. than
feeder-circuit-cable jacket color. Furnish cables with jackets of different colors for
multiple cable installation in same trench. . .
3. Splicing Materials: Pressure-sensitive thermoplastic tape and other materials
required to mak~ specified connections,
2.11 WATER HAMMER ARRESTERS
A. Water Hammer Arresters: AS:ME Al 12,26. 1M, ASSE 1010, or PDI WH-2~1, bellows
or piston type with pressurized cushioning chamber. Sizes are based on water-supply
fixture units, AS:ME Al12,26.1M sizes 1'A" through "F" and PDI WH-201 sizes "A"
through "F,"
IRRIGATION SYSTEMS
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2.12
2.13
CONCRETE BASES
A.
Concrete: Portland cement mix,..3000 psi (20:7 MPa).
'-_" . i "~ ,I'"
"1. :~:::t-
1.
2.
3.
-4.
Cement: ASTM C 150, Type 1.
Fine Aggregate: ASTM C 33, sand.
Coarse Aggregate: ASTM C 33, crushed gravel.
Water: Potable.
B.
Reinforcement: Steel conforming to the following:
1.
2.
Fabric: ASTM A 185, welded wire fabric, plain.
Reinforcement Bars: ASTM A 615, Grade 60, deformed.
IDENTIFICATION
A. . Refer to Division 2 Section "Earthwork" for plastic underground warning tapes.
PART 3 -EXECUTION
3.1 EXAMINATION
A.
Investigate and determine available water supply water pressure and flow characteristics.
3.2 PREPARATION
" A' Set stakes to identify proposed sprinkler locations.,' Obtain Engineer's approval before.
excavation.
3.3 EARTHWORK
A.
Excavation, trenching, and backfilling are specified in Di~sion 2 Section "Earthwork."
B.
Underground warning tape installation is specified in Division 2 Section "Earthwork."
3.4 PIPING APPLICATIONS
A.
Refer to Part 2 of this Section for detailed specifications for pipe and fittings products
listed below. Use pipe, tube, fittings, and joining methods according to the following
applications. Piping in pits and aboveground may be joined with flanges instead of joints
indicated. "
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B. Use pipe, tube, fittings, and joining methods according to the following applications.
C. Pressure Piping Underground: Use the following:
1. 3 Inches (80 mm) and Smaller:' ASTM D 1785, Schedule 80, polyvinyl chloride
(PVC) plastic pipe; ASTM D 2467, Schedule 80, PVC plastic, socket-type pipe
fittings; and solvent-cemented joints.
D. Circuit Piping: Use the following:
1. All Sizes: ASTM D 1785, Schedule ~O, polyvinyl chloride (PVC) plastic pipe;
ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent
cemented joints,
E. Branches and Offsets at Sprinklers and Devices: ASTM D 1785, Schedule 80, polyvinyl
chloride (PVC) plastic pipe with threaded ends; ASTM D 2464, Schedule 80, PVC plastic,
threaded fittings; and threaded joints.
1. Option: Plastic piping made for this application may be used instead of pipe and
fittings specified.
F. ,Drain Piping: ASTM D 1785, Schedule 40; polyvinyl chloride (PVC) plastic pipe;
ASTM D 2466, Schedule 40, PVC plastic, socket":type fittings; and solvent-cemented
joints.
. G. Sleeves: ASTM D 1785, Schedule 40, polyvinyl chloride (PVC) plastic pipe;
ASTM.D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented
joints. i
.,(,~.
3.5 JOINT CONSTRUCTION
A. Flanged Joints: Align flanges and install gaskets. Assemble joints by sequencing bolt
tighten4tg. Use lubricant on bolt threads.
B. Threaded Joints: Thread pipes with tapered pipe threads according to ASME B1.20.1,
apply tape or joint compound, and apply wrench to valve ends into which pipes are being
threaded.
C. Polyvinyl Chloride (PVC) Piping Gasketed Joints: Construct joints between underground
. A WW A-type, cast-iron valves and NPS PVC pipe; with elastomeric seals that fit pipe
diameter and valve ends; and lubricant, according to ASTM D 3139.
D. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to
ASTM D 2672 and ASTM D 2855.
1. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in
IRRIGATION SYSTEMS
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AS TM F 402 for safe handling when joining plastic pipe and fittings with solvent
cements.
J '~,.~. ~.
- \,. ';"".;~ ..
E. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible
with both piping materials, outside diameters, and system working pressure.
3.6 PIPING SYSTEMS - COMMON REQUIREMENTS
A. General Locations and Arrangements: Prepare calculations and drawings to indicate
general location and arrangement of piping systems. Indicate locations and arrangementse
used to size pipe and calculate friction loss, and in other design considerations, Install
piping as indicated, except where deviations to layout are approved on coordination
drawings.
B. Install piping at a uniform slope of6 inches per 100 feet (1:200) minimum, down to drain
points,
C. Install components having pressure rating equal to or greater than system operating'
pressure,
D. Install piping free of sags and bends.
E. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
F. Install fittings for changes in direction and branch connections.
G. Piping Connections: Except as otherwise indicated make piping connections as specified
below.
1.
Install unions, in piping 2 inches (50 mm) and smaller, adjacent to each valve and at
final' connection -to' each piece of equipment having 2-inch (50mm) or smaller .~,.'
threaded pipe connection. .
Install flanges, in piping 2-1/2 inches (65 mm) and larger, adjacent to flanged valves
and at final connection to each piece of equipment having flanged pipe connection." .
Install dielectric fittings to connect piping of dissimilar metals.
, ~'. .".
2.
3.
3.7 PIPING INSTALLATION
A. Install underground polyvinyl chloride (pYC) plastic pipe according to ASTM D 2774.
. ,
B. Lay piping on solid subbase, uniformly sloped without humps or depressions.
1. Slope circuit piping down toward drain valve minimum of 1/2 inch in 10 feet
(1 :240),
2, Install polyvinyl chloride (pYC) plastic pipe in dry weather when temperature is
above 40 deg F (4 deg C), Allow joints to cure at least 24 hours at temperature
above 40 deg F (4 deg C) before testing, unless otherwise recommended by
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manufacturer.
. .
,. ,me, .,Cr';l'l'Drain Pockets:,.,Excavate to sizes indicated. Backfill/with'cleaned gravel-or crushed stone,
graded from 3 inches (75 rom) to 3/4 inch (19 mm) minimum, drain material to 12 inches
(300 rom) below grade. Cover drain material with sheet of ASTM D 226, Type IT,
asphalt-saturated felt and backfill remainder with excavated material.
D. Minimum Cover: Provide following minimum cover over top of buried piping:
1. Pressure Piping: 'Greater depth of minimum of 36inches (915 rom) below finished
grade, or not less than 18 inches (460 rom) below average local frost depth.
2. Circuit Piping: 12 inches (300 rom).
3, Drain Piping: 12 inches (300 mm).
4. Sleeves: 24 inches (600 Inm).
E. Water Hammer Arrester: Install between connection to main and circuit valves, in valve
box.
3.8 VALVE APPLICATIONS
A. The following requirements apply:
L
2.
3.
4.
5.
6.
Buried Valves 3 Inches (80 rom) and Larger: . A WW A, gate valves, nonrising stem,
with stem nut and valve box;
Buried Valves 2 Inches (50 rom) and Smaller: Bronze-body,. with tee head, service
box and shutoff rod.
Buried Circuit and Drain Valves: Plastic valves, nonrising stem, with stem nut,
valve or service box, and tee-handle shutoff rod.
Pit and Aboveground Installation, Valves 2-112 Inches (65 mm) and Larger: MSS,
nonrising stem, gate valves. .
Pit and Aboveground Installation, Valves 2 Inches (50 mm) and Smaller: MSS,.
nonrising stem gate valves.
.' ..Pit Installation Circuit and Drain Valves: Plastic valves with tee handle.
.' .
3.9 VALVE INSTALLATION
A. Valves: Install underground valves in valve boxes or pits.
1. Install valves and polyvinyl chloride (PVC) pipe with restrained, gasketed joints.
R Control Valves: Install in valve control valve boxes, arranged for easy adjustment and
removal. Install union on downstream side.
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3.10 BACKFLOW PREVENTER INSTALLATION
A.. ".Instalhbackflow preventers. of type, size, and capacity required by, calculations provided .
by the Contractor for each field. Include valves and test cocks. Install according to
plumbing code and health department authorities With jurisdiction.
B. Install pressure-type vacuum breakers minimum of 12 inches (300 mm) above downstream'
piping system;
C. Do not install bypass around backflow preventer.
D. Do not install backflow preyenters with drains or vents in pits or areas subject to flooding.
E. Support backflow preventers, valves, and piping on 3000-psi (20.7MPa) minimum,
portland-cement-mix concrete piers.
3.11 PRESSURE REGULATOR INSTALLATION
A. Install pressure regulators with shutoff valve and strainer on inlet and pressure gage on
outlet. Install shutoff valve on outlet and valved bypass where indicated.
3.12 PIT CONSTRUCTION AND INSTALLATION
A. Construct pits of cast-in-place concrete or provide precast concrete pits of dimensions
indicated, with manhole frame and cover, ladder, and drain. Include sleeves with
waterproof mechanical sleeve seals for pipe entry and exit.
B. Connect area drain outlet to storm drain or run to, daylight. Storm drainage is specified
in Division 2 Section "Storm Sewerage."
3.13 SPRINKLER INSTALLATION
A. Sprinklers: Flush circuit piping wjthfull head of water and install sprinklers after
hydrostatic test is completed.
1. Install athletic field sprinklers per manufacturer's recommendations.
2. Set all heads I" below turf Adjust heads after turf has been establihed.
3.14 AUTOMATIC CONTROL SYSTEM INSTALLATION
A. Install controllers according to manufacturer's written instructions and as indicated.
B. Install free-standing controllers on concrete pads. Where dimensions are not indicated,
furnish bases not less than 36 inches (915 mm) by 24 inches (610 rom) by 4 inches (100
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mm) thick, and not less than 6 inches (150 mm) greater in each direction than overall
dimensions of controller.
C. Install control wiring in same trench with piping.
.3.15 CONNECTIONS
A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories.
B. Connect water supplies to irrigation systems. Include backflow preventers on potable
water supplies.
C. Electrical Connections: Connect to power source, controllers, and automatic control
valves.
D. Minimum requirements for electrical installations are specified in Division 16.
E. Ground systems according to Division' 16 Section "Grounding.".
3.16 FIELD QUALITY CONTROL
A. Testing: Perform hydrostatic test of piping' and valves before backfilling trenches. Piping
. may be tested in sections to expedite work.
1. . Cap and subject the piping system to a static water pressure of 50 psig above the
operating pressure without exceeding pressure rating of~piping system materials.
Isolate test source and allow to stand for 4 hours. Leak~ and loss in test pressure
constitute defects that must be repaired.
2: Repair leaks and' defects with new materials and retest system or portion thereof
until satisfactory results are obtained. .
3.17 . CLEANING AND ADJUSTING
. A. Flush dirt and debris from piping before installing sprinklers and other devices.
B. Adjust automatic control valves to provide flow rate of rated operating pressure required
for each sprinkler Circuit.
C. Carefully adjust sprinklers so they will be below finish grade after completion oflandscape
work.
D, Adjust settings of controllers and automatic control valves,
3.18 COMMISSIONING
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'A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are
. . prescribed by manufactUrers, proceed as follows:
1. Verify that specialty valves and their accessories have been installed correctly and
operate correctly.
2. Verify that specified tests. of piping are complete.
3, Check that sprinklers and devices are correct type.
4. Check that,dainaged sprinklers and devices have been replaced with new materials.
5. Check that potable water supplies have correct type backflow preventers.
6. Energize circuits to electrical equipment and devices.
7. Adjust operating controls.
B. Operational Testing: Perform operational testing after hydrostatic testing is completed,
backfill is'in place, and sprinklers are adjusted to final position.
3.19 DEMONSTRATION
. .
. .
A. Demonstrate to Engineer that system meets coverage requirements and that automatic
controls function properly.
B. Demonstrate to Owner's . maintenance . personnel operation of equipment, sprinklers,
specialties, arid accessories. . Review operating and maintenance information.
C. . Provide 7 days' written notice in advance of demonstration.
END pF SECTION 02810
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SECTION 02831 - CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section,
1.2 SUMMARY
. A. This Section includes the following:
1. Galvanized-steel chain link fabric.
2. Privacy slats.
B. This section includes the salvaging of existing fence and the reinstallation of the fence on
this project. Re-installation shall be in accordance with P ART 3 - Execution in this
specification, Contractor will provide additional new material if salvaged fencing is
damaged during the salvaging operation or the re-installation, Contractor shall provide
additonal material if salvaged material is insufficient to complete the fencing requirments
of the project..
1,3 SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract and Division
1 Specification Sections,
B. Product data in the form of manufacturer's technical data, specifications, and installation
instructions for fence and gate posts, fabric, gates, gate operators, and accessories.' '
C. Shop drawings showing location offence, gates, each post, and details of post installation,
extension arms, gate swing, hardware, and accessories.
, .
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced Installer who has at least three years'
experience and has completed at least five chain link fence projects with same material and '
of similar scope to that indicated for this Project with a successful construction record of
in-service performance.
B. Single-Source Responsibility: Obtain chain link fences and gates, including accessories,
fittings, and fastenings, from a single source,
CHAIN LINK FENCES AND GATES
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1.5 PROJECT CONDITIONS
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A. Field Measurements: Verify layout information for fences and gates shown on the
Drawings in relation to the property survey and existing structures. Verify dimensions by
field measurements.
PART 2 - PRODUCTS
2.1 FABRIC
A. Selvage: Knuckled ~t one selvage and twisted at the other for 2-inch and 2-1/8-inch mesh
sizes and heights above 60 inches,
B. Steel Chain-Link Fence Fabric: Fabricated in one-piece widths for fencing 12 feet and less
in height to comply with Chain Link Fence Manufacturers Institute (CLFMI) IIProduct
Manualll and with requirements indicated below:
1. Mesh and Wire Size: 2-inch mesh, O,148-inch diameter (9 gage),
2. Coating: ASTM A 817, Type 2, Class 2, zinc-.cdated (galvanized).
2,2 FRAMING
A. Round member sizes are given in actual outside diameter (OD) to the nearest thousandth
of inches. Round fence posts and rails are often referred to in ASTM standard
specifications by nominal pipe sizes (NPS) or the equivalent trade sizes in inches,: The
following indicates these equivalents all measured in inches: ~
~.9tl1.~_OD' NPS Size Trade Size
1.315 1 1-3/8
1.660 1-1/4 1-5/8
1.900 1-1/2 2
2,375 2 2-1/2
2,875 2-1/2 3
3,500 3 3-1/2
4,000 , .... ,,3-1/2 4 -..' -{'
6.625 6 6-5/8
8.625 8 8-5/8
B. Fence: Galvanized-steel tubing posts and rails conforming to ASTM F 761 with a
minimum outside protective coating of 0.6 Oz, of zinc per sq. ft., a chromate conversion
coating, and a clear polymer overcoat. Provide inside protective coating of 0.6 oz, of zinc
per sq, ft, or 81 percent, 0.3-mil-thick zinc pigmented coating, Provide the following sizes
of framing members with round galvanized-steel posts conforming to ASTM F 654.
1. Top Rail: 1.315-inch OD with O,055-inch minimum wall thickness.
CHAIN LINK FENCES AND GATES
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2, Fence posts for fabric up to 6 feet high.
~ ::: ,~.., a.
b.
Line Posts: 1.660-inch OD with 0.065-inch minimum wall thickness.
Terminal and Comer Posts: 1.900-inch OD with 0.065-inch minimum wall
thickness.
3, Fence posts for fabric over 6 feet high,
a, Line Posts: 1.900-inch OD with 0.065-inch minimum wall thickness,
b. Terminal and Corner Posts: 2.3 75-inch .on with 0.065-inch minimum wall
thickness.
C, Type I Round Posts: Standard weight (schedule 40) galvanized-steel pipe conforming to
ASTM F 1083, according to heavy industrial requirements of ASTM F 669, Group IA,
with minimum yield strength of25,000 psi, not less than 1.8 oz. of zinc per sq. ft. Type
A coating inside and outside according to ASTM F 1234, as determined by ASTM A 90,
and weights per foot as follows: .
~ytlJ.~,tOD
1.315
1.660
1.900
2.375
Weight (lb/ft)
1.68
2.27
2.72
3.65
NPS Size
1
1-1/4
1-1/2
2
D. Top Rail: Manufacturer's l~ngest lengths (17 to 21 feet) with swedged-end or
expansion-type coupling, approximately 6 inches long for joining, Provide rail ends
or other means for attaching top fail securely to each gate comer, pull, and end post.
E, Steel posts for fabric heights.up to 6 feet:
1. Round Line or Intermediate Posts: l,90-inch OD Type I,
2. Round End, Corner, aI)d Pull Posts: 2,37S-inch OD Type I.
. F. Swing Gate Posts: Furnish posts to support single gate leaf, or one leaf of a
double-gate installation, according to ASTM F 900, sized as follows for steel pipe
posts:
I. Steel posts for gate leaf
a, 6.000-inch OD schedule 80 galvanized pipe,
2,3 FITTINGS AND ACCESSORIES
CHAIN LINK FENCES AND GATES
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A. Material: Comply witlJ ASTM F 626, Galvanized iron or steel to suit manufacturer's
standards.
1. Steel and Iron: Unless specified otherwise, hot-dip galvanize pressed steel or
cast-iron fence fittings and accessories with at least 1.2 oz. zinc per sq. ft. as
determined by ASTM A 90.
B, Post and Line Caps: Provide weathertight closure cap for each post, Provide line
post caps with loop to receive tension wire or top rail.
C, Post Brace Assembly: Manufacturer's standard adjustable brace, Use material
specified below for brace, and truss to line posts with 3/8-inch-diameter rod and
adjustable tightener. Provide manufacturer's standard galvanized-steel, or cast-iron
for each end.
1, Round Steel: I.660-inch OD Type I or II steel pipe.
D. Bottom and Center Rail: Same material as top rail. Provide manufacturer's standard
galvanized-steel, cast-iron or cast-aluminum cap for each end,
E. Tension or Stretcher Bars: Hot-dip galvanized steel with a minimum length 2 inches
less than the full height offabric, a minimum cross section of31l6 inch by 3/4 inch,
and a minimum of 1.2 oz. of zinc coating per sq, ft, Provide one bar for each gate and
end post, and two for each comer and pull post, except where fabric is integrally
woven into the post.
F. Tension and Brace Bands: 3/4-inch-wide minimum hot-dip galvanized steel with a
minimum of 1.2 oz, of zinc coating per sq, ft,
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1. Tension Bands: 0,074 inch thick (14 gage) minimum.
2. . Brace Bands: 0.105 inch thick (12 gage) ininimum, .
G. Tension Wire: O,177-inch-diameter metallic-coated steel marcelled tension wire
conforming to ASTM A 824 with finish to match fabric.
1. Coating Type II zinc in the following class as determined by ASTM A 90,
a. Class 1, with a minimum coating weight of 0,80 0Z. per sq, ft, of
uncoated wire surface,
H, Tie Wires: O,106-inch-diameter (12-gage) galvanized steel with a minimum of 0.80
oz. per sq. ft. of zinc coating according to ASTM A 641, Class 3.
2.4 PRIVACY SLATS
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A. Material: Aluminum, O.OlO inch thick minimum, sized to fit mesh specified in
direction indicated.
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B. Color: Selected by Architect from manufacturer's standard colors,
2.5 CONCRETE
A. Concrete: Provide concrete consisting of portland cement per ASTM C 150,
aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete
with a minimum 28-day compressive strength of3000 psi, Use at least four sacks of
cement per cu, yd" 1-inch maximum size aggregate, 3-inch maximum slump,
B. Packaged Concrete Mix: Mix dry-packaged normal-weight concrete conforming to
ASTM C 387 with clean water to obtain a 2- to 3-inch slump,
2.6 GATES
A Fabricate gates as shown on the drawings
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install fence to comply with ASTM F 567. Do not begin installation and
erection before final grading is completed, unless otherwise permitted,
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}, Apply fabric to outside of framework. Install fencing on boundary lines inside
of property line established by survey as required by Division },
B, Excavation: Drill or hand-excavate (using post-hole d~gger) holes for posts to
diameters and spacings indicated, in firm, undisturbed or compacted soil.
I, If not indicated on Drawings, excavate holes fOf: each post to minimum
diameter recommended by fence manufacturer, but not less than four times the
largest cross section of post.
2. Unless othe~se indicated, excavate hole depths approximately 3 inches lower
than post bottom, with bottom of posts set not less than 36 inches below finish
grade surface, .
C. Setting Posts: Center and align posts in holes 3 inches'above bottom of excavation.
Space a maximum of lO feet o,c" unless otherwjse indicated,
1. . Protect portion of posts above ground from concrete splatter, Place concrete
around posts and vibrate or tamp for consolidation. Check each post for
vertical and top alignment, and hold in position during placement and finishing
CHAIN LINK FENCES AND GATES
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operations.
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Unless otherwise' indicated; extend concrete footings 2 inches above
grade and trowel to a crown to shed water.
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D. Top Rails: Run rail "continuously through line post caps, bending to radius for curved
runs and at other posts terminating into rail end attached to posts or post caps
fabricated to receive rail. Provide expansion couplings as recommended by fencing
manufacturer,
E. Center Rails: Install center rails in one piece between posts and flush with post on
fabric side, using rail ends and special offset fittings where necessary,
F, Brace Assemblies: Install braces at end and gate posts and at both sides of-corner and
pull posts, Locate horizontal braces at midheight offabric on fences with top rail and
at two thirds fabric height on fences without top rail. Install so posts are plumb when
diagonal rod is under proper tension,
G, Bottom Tension Wire: Install tension wire within 6 inches of bottom offabric before
stretching fabric and tie to each post with not less than same gage and type of wire.
Pull wire taut, without sags, Fasten fabric to tension wire with O,120-inch-diameter
( II-gage) hog rings of same material and finish as fabric wire, spaced a maximum of
24 inches O.c.
H. Top Tension Wire: Install tension wire through post cap loops before stretching
fabric, Pull wire taut, without sags, Fasten fabric to tension wire with
O. 120-inch-diameter ( II-gage) hog rings of same material and finish as fabric wire,
spaced a maximum of24 inches o.c,
I. Fabric: Leave approximately 2 inches between finish grade and bottom selvage unless
otherwise indicated, Pull fabric taut and tieto posts, rails, and tension wires, Install
fabric on security side offence, and anchor to framework so that fabric remains under
tension after pulling force is released.
J. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and
gate posts with tension bands spaced not over 15 inches o,c,
. K.. Tie Wires: Use wire of proper length to secure fabric firmly to posts and rails, Bend
ends of wire to minimize hazard to persons or clothing.
1. Maximum Spacing: Tie fabric to line posts 12 inches o.c, and to rails and
braces 24 inches o.c.
L. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence
opposite the fabric side. Peen ends of bolts or score threads to prevent removal of
nuts for added security.
M. Privacy Slats: Install slats in direction indicated, securely locked in place.
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1. Diagonally.
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END OF SECTION 02831
CHAIN LINK FENCES AND GATES
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SECTION 02900 - LANDSCAPING
'. t f'lI . "~ . ';.:
PART 1 - GENERAL
.1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Athletic field Sprigging.
2. Topsoil and soil amendments.
3. Fertilizers and mulches.
1.3 SUBMITTALS
A. . General: Submit each item in this Article according to the Conditions of the Contract and
. Division 1 Specification Sections. .
B. Product certificates signed by manufacturers certifying that their products comply with
specified requirem~nts,
1. Manufacturer's certified-analysis for standard products. . .,....
2. Analysis for other materials by a recognized laboratory made according to methods
established by the Association of Official Analytical Chemists, where applicable.
3. Label data substantiating that plants, trees, shrubs, and planting materials comply
with specifie,d requirements.
-
C. Certification of graSs sprigs from sprig vendor stating the botanical and common name of
species and variety, and purity of sprigs,
1. Certification of sprigs, identifying source, including name and telephone number of
supplier.
D. Qualification data for firms and persons specified in the "Quality Assurance" Article to
demonstrate their capabilities and experience, Include lists of completed projects with
project names and addresses, names and address of engineers and owners, and other
ipformati<?n specified,
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E. Material test reports from qualified independent testing agency (University of Georgia
Extension Service) indicating and interpreting test results relative to compliance of the
-~i'Y .' ,fo1l0wing materials.with requirements indicated. '.'l"....,.')"'\'li(r: ~ ,-,.,-
1, Analysis of existing surface soil.
. 2. Analysis of imported topsoil.
F. Planting schedule indicating anticipated dates and locations for each type of planting.
G. Maintenance instructions recommending procedures to be established by Owner for
maintenance of landscaping during an entire year. Submit before expiration of required
maintenance periods.
1.4 QUALITY ASSURANCE
A. '. Installer Qualifications: Engage an experienced Installer who has completed landscaping
work similar in material, design, and extent to that indicated for this Project and with a
record of successful landscape establishment.
1. Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisor on the Project site during times that landscaping is in progress.
B.' Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil-testing
agency (University of Georgia Extension Service) stating percentages of organic matter,
. . inorganic matter (silt, clay, and sand), deleterious material, pH, and mineral and
plant-nutrient content of topsoil.
1..
Report suitability of topsoil for growth of applicable planting material. State
recommended quantities of nitrogen, phosphorus, and potash nutrients and any
limesto'ne, aluminum sulfate, or other soil amendments, to be 'added to 'produce a
satisfactory topsoil.
.... '+ "-~
C. Preinstallation Conference: Conduct conference at .Project ,site to comply with
requirements of Division 1 Section "Project Meetings."
1.5 DELIVERY, STORAGE, AND HANDLING
A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis,
and name of manufacturer. Protect materials from deterioration during delivery and while
stored at site.
B. Sprigs: Deliver sprigs moist and healthy in containers that can preserve sprigs until planted
in labeled, and undamaged containers.
1.6 PROJECT CONDITIONS
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. A. Utilities: Determine location of above grade and underground utilities and perform work
in' a-manner"which will avoid'damage. Hand excavate, as required, "Maintain grade stakes
until removal is mutually agreed upon by parties concerned.
B. Excavation: When conditions detrimental to plant growth are encountered, stich as rubble
fill, adverse drainage conditions, or obstructions, notify Engineer before planting.
1.7 COORDINATION AND SCHEDULING
A. Coordinate installation of planting materials during normal planting seasons for each type
of plant material required.
1.8. WARRANTY
." A. General Warranty: The special warranty specified in this Article shall. not deprive the
Owner of other rights the Owner may have under other provisions of the Contract
Documents and shall be in addition to, and run concurrent with, other warranties made by .
the Contractor under requirements of the Contract Documents.
. B. Special Warranty: Warrant the following living planting materials for a period of one year
after date of Substantial Completion, against defects including death, excessive weed
growth as determined soley by the Engineer and unsatisfactory growth, except for defects'
resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal
weather conditions unusual for warranty period, or incidents that are beyond Contractor's
control.
C.' Replace planting materials that are more than 25 percent dead or in,an',unhealthy>condition"."
at end of warranty period.
. D. A limit of one replacement of sprigs will be required, except for losses or replacements
. due to failure to comply with' requirements.
1.9 ATHLETIC FIELD MAINTENANCE
A. Begin maintenance immediately after each area is planted and continue until acceptable
TURF is established, but for not less than the following periods:
1. Sprigged Lawns: 60 days after date of Substantial Completion.
B, Maintain and establish by watering, fertilizing, weeding, mowing, trimming, replanting,
and other operations. Rol~, regrade, and replant bare or eroded areas and remulch to
produce a uniformly smooth lawn. After turf is established, apply chemical weed control
LANDSCAPING
02900 - 3
. that is compatible with the turf and as recommended by the Extension service.
C. ." Watering: Provide and maiiltain,temporary piping, hoses,-',and lawn-watering equipment:, .;' ....,..:,.;"""
to convey water from sources and to keep athletic fields uniformly moist to a depth of 4
inches (100 mm).
1. Water athletic at the minimum rate of 1 inch (25 rom) per week.
D. Mow athletic fields as soon as there is enough top growth to cut with mower set at
specified height for principal species planted. Repeat mowing as required to maintain
specified height without cutting more than 40 percent of the grass height. Remove no
more than 40 percent of grass-leaf growth in initial or subsequent mowings, Do not delay
mowing until grass blades bend over and become matted. Do not mow when grass is wet.
E. Postfertilization: Apply fertilizer to lawn after first mowing and when grass is dry.
1. Use fertilizer that will provide actual nitrogen of at least lib per 1000 sq. ft. (0.5 kg
per 100 sq. m) of grassed area.
,
PART 2 -PRODUCTS
2.1 GRASS MATERIALS
A. Sod Sprigs: Healthy living stems, rhizomes, or stolons with a minimum of2 nodes and any
attached roots free of soil, of the following turfgrass species:
1. ' Species: BernlUdagrass (Cynodon dactylon). Tifton 419
2.2 TOPSOIL
A. . Topsoil: ASTM D 5268, pH range of 5.5 to 7, 4 percent organic ,material minimum, free
of stones 1 inch (25 rom) or larger in any dimension, and other extraneous materials
harmful to plant growth.
1. Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of
surface soil to produce topsoil meeting requirements and amend when necessary.
Supplement with imported topsoil when quantities are insufficient, Clean topsoil of
roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to
plant growth or unsuitable for athletic fields. The opinion of the Engineer as to the
suitability of the topsoil is binding,
2.3 SOn.. AMENHMENTS
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A. Lime: ASTM C 602, Class T, agricultural limestone containing a minimum 80 percent
.. ".,,,,. "'~:i'''':':' . calcium carbonate equivaient, with a minimum 99'percertt passing a'.No:'8 (2.36 mm) sieve
and a minimum 75 percent passing a No. 60 (250 micrometer) sieve.
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1. Provide lime in the form of dolomitic limestone.
B. Aluminum Sulfate: Commercial grade, unadulterated.
C. Sand: Clean, washed, natural or manufactured sand, free of toxic materials.
D. Perlite: Horticultural perlite, soil amendment grade.
E. Peat Humus: Finely divided or granular texture, with a pH range of 6 to 7,5, composed
of partially decomposed moss peat (other than sphagnum), peat humus, or reed-sedge
peat.
F. Peat Humus: For acid-tolerant trees and shrubs, provide moss peat, with a pH range of
3.2 to 4.5, coarse fibrous texture, medium-divided sphagnum moss peat or reed-sedge
peat.
G. Sawdust or Ground-Bark Humus: Decomposed, nitrogen-treated, of uniform texture, free
of chips, stones, sticks, soil, or toxic materials.
1. When site treated, mix with at least 0,15 lb (2.4 kg) of ammonium nitrate or 0.25 lb
(4 kg) ofammoniuni sulfate per cu. ft. (cu. m) of loose sawdust or ground bark.
H. Manure: Well-rotted, unleached stable or cattle manure containing not- more than 25'
percent by volume of straw, sawdust, or other bedding materials; free of t02QC substances,
stones, sticks, soil, weed seed, and material harmful to plant growth.
1. Herbicides: EP A registered and approved, of type recommended by manufacturer.
J. Water: Potable.
2.4 FERTILIZER
A. Bonemeal: Commercial, raw, finely ground; minimum of 4 percent nitrogen and 20
percent phosphoric acid.
B. Superphosphate: Commercial, phosphate mixture, soluble; minimum of 20 percent
available phosphoric acid.
C, Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character,
consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic
sources ofurea-fornl, phosphorous, and potassium in the fol1o~ng composition:
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1. Composition: lib per 1000 sq. ft. (0.5 kg per 100 sq. m) of actual nitrogen,4
percent phosphorousi and 2 percent potassium, by weight.
2. Composition: -Nitrogen, phosphorous, and potassium in amounts<recommended in'
soil reports from a qualified soil-testing agency.
D. Slow-Release Fertilizer: .' Granular fertilizer consisting of 50 percent water-insoluble
. nitrogen, phosphorus, and potassium in the following composition:
1. Composition: 5 percent nitrogen, 10 percent phosphorous, and 5 percent
potassium, by weight.
2. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent
potassium, by weight.
3. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in
soil reports from a qualified soil-testing agency.
PART 3 - EXECUTION
3.1 EXMllNATION
A. Examine areas to receive-landscaping for compliance with requirements and for conditions
affecting performance of work of this Section. Do not proceed with installation until
unsatisfactory conditions have been corrected,
3.2 PREPARATION
A. . Make minor adjustments as maybe required.
3.3 PLANTING SOIL PREPARATION
A. . Before mixing, clean topsoil of roots, plants, sods, stones clay lumps, and other extraneous'
materials harmful to plant growth. Treat fields with preemergent herbicedes and weed
killers inaccordance with Extension Service recommendations.
B. Mix soil amendments and fertilizers with topsoil at rates indicated indicated by Extension
Service. Delay mixing fertilizer if planting does not follow placing of planting soil within
a few days.
3.4 ATHLETIC FIELD PLANTING PREPARATION
A. Limit subgrade preparation to areas that will be planted in the immediate future.
B. Loosen subgra.de toa minimum depth of 4 inches (100 mm). Remove stones larger than
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1 inches in any dimension. and sticks, roots, rubbish, and other extraneous materials.
., 0;." ,. Spread planting soil mixture' to depth' required to meet thickness, grades, andelevations~;:p[,-,,,,, .
shown, after light rolling and natural settlement. Do not spread ifplanting soil or subgrade.
is frozen.
1. Place approximately 1/2 the thickness of planting soil mixture required. Work into
. top of loosened subgrade to create a transition layer and then place remainder of
planting soil mixture.
D. Grade athletic fields to a smooth, even surface with loose, uniformly fine texture, Roll and
rake, remove ridges, and fill depressions' to meet finish grades. Limit fine grading to areas
. that can be planted in the immediate future. Remove trash, debris, stones larger than 1
inches in any dimension, and other objects that may interfere with planting, maintenance
operations, or may affect the "playing" on the field.
E. Moisten prepared areas before planting when soil is dry. Water thoroughly and allow
. surface to dry before planting, Do not create muddy soil:
F. Resto\e prepared areas if eroded or otherwise disturbed after fine grading and before
planting and after planting until all areas 'are established with turf
3.5 SPRIG PLANTINGATHLETIC FIELDS
A. Broadcast sprigs uniformly over prepared surface and mechanically force spngs
approximately 2 inches (50 rom) into moistened soil. Lightly roll and firm soil around
sprigs after planting.
.. "1. Sprig Spacing: '6- inches (150 mm) apart in both directions.
2. Rate: minimum rate is 400 bushels per acre.
B. Water sprigs immediately after planting and keep moist by frequent watering until well
rooted.
3.6 RECONDITIONING ATHLETIC FIELDS
A. Recondition existing areas damaged by Contractor's operations, including storage of
materials or equipment and movement of vehicles. Also recondition areas where
settlement or washouts occur or where minor regrading is required.
I. Recondition by re-sprigging or using certified sod if directed by the engineer after
contractor has attempted to recondition the area and has failed to establih turf
B. Remove sod ang vegetation from diseased or unsatisfactory areas; do not bury into ~oil.
Remove topsoil containing foreign materials resulting from Contractor's operations,
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including oil drippings, fuet" spills, stone, gravel, and other construction materials, and
replace with new topsoil.
3.7 CLEANUP AND PROTECTION
A. During landscaping~ keep pavements clean and work area in an orderly condition.
B. Protect landscaping from damage due to landscape operations, operations by other
contractors and trades, and trespassers. Maintain pf.otection during installation and
, maintenance periods. Treat, repair, or replace damaged landscape work as directed.
3.8 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable
soil, trash, and debris, aIld legally dispose of it off the Owner's property.
END OF SECTION 02900
..,-.c\t
. -.'" ~
LANDSCAPING
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SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
. ~" -: '~"-P ,"". '..;. -,
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following electrical materials and methods:
1. Supporting devices for electrical components,
2, Concrete equipment bases,
3. Touchup painting.
1.2 QUALITY ASSURANCE
A. Comply with NFP A 70 for components and installation.
B. Listing and Labeling: Provide products specified in this Section tha~ are listed and labeled.
1.3 SEQUENCING AND SCHEDULING
A. Coordinate electrical equipment installation with other project components.
B. Sequence, coordinate, and integrate installing electrical materials and equipment for efficient
flow of the Work.
C. Coordinate connecting electrical service to components furnished under other Sections.
D, Coordinate connecting electrical systems with exterior underground and overhead utilities
and services. Gomply. with requirements of governing regulations,. franchised service
companies, and controlling agencies.
PART 2 - PRODUCTS
2.1 SUPPORTING DEVICES
A. Channel and angle support' systems designed to provide secure support for electrical
components.
1. Material: Steel, protected from corrosion with zinc coating or with treatment of
equivalent corrosion resistance. .
2. Metal Items for Use Outdoors: Hot-dip galvanized steel.
B. Steel channel supports have 9/16-inch diameter holes at a maximum of8 inches'o.c., in at
least I surface. Fittings and accessories mate and match with channels and are from the
same manufacturer.
BASIC ELECTRICAL MATERIALS AND METHODS
16050 - 1
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C. Cable Supports for Vertical Conduit: Factory-fabricated assembly consisting of threaded
body and insulating wedging plug for nonarmored electrical cables in riser conduits. Plugs
.. IIi ;'-: rf have. number and size of conductor gripping holes as required to suit individual risers. Body
constructed of malleable iron casting with hot-dip galvanized finish.
2.2 CONCRETE EQUIPMENT BASES
A. Forms and Reinforcing-Materials: As specified in Division 3 Section "Cast-in-Place
Concrete. "
B. Concrete: 3000-ps~ 28-day compressive strength as specified in Division 3 Section "Cast-
in-Place Concrete,"
2,3 TOUCIWP PAINT
A. For Equipment: Provided by equipment manufacturer and selected to match equipment
finish.
B. For Galvanized Surfaces: Zinc-rich paint recommended by item manufacturer.
PART 3 -EXECUTION
3,1 EQUIPMENT INSTALLATION REQUIREMENTS
A. Install items level, plumb, and parallel and perpendicular to other systems and components.
B. Install equipment to facilitate service, maintenance, and repair or replacement of
components. Connect for ease of disconnecting, with minimum interference with other
installations. .
C. Give right of way to raceways and piping systems installed at a required slope.
3.2 ELECTRICAL SUPPORTING METHODS
r
A. Conform to manufacturer's recommendations for selecting supports.
B. Strength of Supports: Adequate to carry all present and future loads, times a safety factor
of at least 4; 200-lb-minimum design load.
3,3 INSTALLATION
A. Install devices to securely and permanently fasten and support electrical components,
B. Raceway Supports: Comply with NFP A 70. Conform to manufacturer's recommendations
for selecting and insta.llir}g supports, In vertical runs, arrange support so the load produced
by the weight of the raceway and the enclosed conductors is carried entirely by the conduit
supports, with no weight load on raceway terminals.
BASIC ELECTRICAL MATERIALS AND METHODS
16050 - 2
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C. Vertical Conductor Supports: Install simultaneously with conductors.
D. Miscellaneous Supports: Install metal channel racks for mounting panelboards.
E. Install concrete pads and bases according to requirements of Division 3 Section "Cast-in-
Place Concrete."
3.4 TOUCHUP PAINTING
A. ThorougWy clean damaged areas and provide primer, inteimediate, and finish coats to suit
the degree of damage at each location.
B. Follow paint manufacturer's written instructions for surface preparation and for timing and
application of s~ccessive coats.
END OF SECTION 16050
BASIC ELECTRICAL MATERIALS AND METHODS
16050 - 3
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SECTION 16120 - CONDUCTORS AND CABLES
- . ,'. !.;~,:,." .. _ '+1:~: .
. ~"""P:1?~ .I:~ .,..{.~.)\ ,-, .
PART 1 - GENERAL
1.1 SUMMARY
-
A. This Section includes wires and cables and associated connectors, splices, and terminations
for wiring systems rated 600 V and less.
1.2 QUALITY ASSURANCE
A. Listing and Labeling: Provide wires and cables specified in this Section that are listed and
labeled.
B. Comply with NFP A 70.
1.3 COORDINATION
A. Coordinate layout and installation of cables with other installations.
B. Revise locations and elevations from those indicated, as r~quired to suit field conditions.
PART 2 - PRODUCTS
2.1, WIRES AND CABLES
"A. UL-listed .building wires and cables with conductor material, insulation type, cable
construction, and rating as specified in Part 3 "Wire and Insulation Applications" Article.
B. Thermoplastic Insulation Material: Comply with NEMA we 5.
C. Conductor Material: Copper.
D. Stranding: Stranded conductor for all sizes of wire.
2.2 CONNECTORS AND SPLICES
A. UL-listed, factory-fabricated wiring connectors of size, ampacity rating, material, type, and
class for application and service indicated. Comply with Project's installation requirements
and as specified in Part 3 "Wire and Insulation Applications" Article. -
PART 3 - EXECUTION
,=
CONDUCTORS AND CABLES
16120 - 1
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3.1 EXAMINATION
A. . Examine raceways to receivei.~wires,"and cables for compliance with requirements'\for .",",,<l~;'"' .
installation tolerances and other conditions affecting performance of wires and cables. Do
not proceed with installation until unsatisfactory conditions have been corrected,
3.2 WIRE AND INSULATION APPLICATIONS
A. Service Entrance: Type THWN, in raceway.
B. Feeders: Type THHN/THWN, in raceway.
C. Roadway Lighting Feeders: Type UF cable, direct buried.
D. Branch Circuits: Type THHN/THWN, in raceway.
3.3 INSTALLATION
A. Install wires and cables as indicated, according to manufacturers written instructions and
NECA's "Standard ofInstallation,"
B. Pull Conductors: Use manufacturer-approved pulling compound or lubricant where
necessary; compound used must not deteriorate conductor or insulation. Do not exceed
manufacturer's recommended maximum pulling tensions and sidewall pressure values.
C, Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that
will not damage cables or raceway.
D. Identify wires and cables according to Di'fsion 16 Section "Electrical Identification."
3.4 CONNECTIONS
A. Conductor Splices: Keep to minimum.
B. Install splices and tapes that possess equivalent or better mechanical strength and insulation
ratings than conductors being spliced. .
. .
C, Use splice and tap connectors compatible,with conductor material.
D. Tighten electrical connectors and terminals according to manufacturer's published torque-
tightening values.
END OF SECTION 16120
CONDUCTORS AND CABLES
16120 - 2
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SECTION 16130 - RACEWAYS AND BOXES
.' ""',:~(d ., 'j;:'1~:~...~,..~ .
. '" '~\~'(,'H'~" f . ".'f~-_; '~~~3'"
PART 1 - GENERAL
1.1 SlJ1\.1MAR Y
A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical
wmng.
1, Raceways include the following:
a. RMC: Rigid metal conduit.
b. ,LFMC: Liquidtight flexible metal conduit.
c. RNC: Rigid nonmetallic conduit.
2. Boxes include the following:
;'
a. Pull and junction boxes.
1.2 QUALITY ASSURANCE
,A. Listing and Labeling: Provide raceways and boxes specified in this Section that are listed
and labeled.
B. Comply with NECA's "Standard of Installation: "
. ~ C. Comply with NFP A 70.
PART 2- PRODUCTS
2.1 METAL CONDUIT
: A. Rigid Steel Conduit: ANSI C80.1.
B.. LFMC: Flexible steel conduit with PVC jacket.
,)
C, Fittings: NEMA FB 1; compatible with conduit materials.
2.2 NONMETALLIC CONDUIT
A. RNC: NEMA TC 2, Schedule 40 or 80 PVC.
B, Fittings: NEMA TC 3; compatible with conduit materials.
RACEWAYS AND BOXES
16130 - 1
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2.3 PULL AND JUNCTION BOXES
:;'/. .
A. Small Sheet Metal Boxes: NEMA OS-I:,
. ~ .~... '!..
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B. Cast-Metal Boxes: NEMA FB I, cast aluminum with gasketed cover.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to receive raceways for compliance with installation tolerances and other
cOnditions affecting performance of raceway installation. Do not proceed with installation
until unsatisfactory conditions have been corrected.
3.2 WIRING l\1ETHODS
A. Outdoors: Use the following wiring methods:
1. Exposed: RMC.
2. Underground: RNC.
3, Connection to Lighting Fixture Ballasts: LFMC.
4, Boxes and Enclosures: NEMA 250, Type 3R or Type 4.
3.3 . INSTALLATION
A. Install raceways, and boxes as indicated, according to manufacturer's written instructions,
B. Install raceways level and square.
C. Complete raceway installation before starting conductor installation.
D. Support raceways as specified in Division 16 Section "Basic Electrical Materials ,and
Methods. "
.
E. Use temporary closures to prevent foreign matter from entering raceWays.
F. Make bends and offsets so ill is not reduced, Keep legs of bends in the same plane and
straight legs of offsets parallel.
G. Use raceway fittings compatible with raceways and suitable for use and location.
H. Run concealed raceways, with a minimum of bends, in the shortest practical distance, unless
otherwise indicated. '
I. Join raceways with fittings designed and approved for the purpose and make joints tight.
Make raceway terminations tight. Use bonding bushings or wedges at connections subject
to vibration, Use bonding jumpers where joints cannot be made tight. Use insulating
RACEWAYS AND BOXES
16130 - 2
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bushings to protect conductors,
" \",', ." f. h" Terminations: I, Where raceways are terminated with locknuts and bushings, align raceways
to enter squarely and install locknuts with dished part against the box. Where terminations
are not secure with I locknut, use 2 locknuts: I inside and 1 outside the box.
K. Where raceways are t~rminated with threaded hubs, screw raceways or fittings tightly into
the hub so the end bears against the wire protection shoulder. Where chase nipples are
used, align raceways so the coupling is square to the box and tighten the chase nipple so no
threads are exposed.
L. Flexible Connections: Use maximum of 6 feet of flexible conduit for lighting fixtures. Use
liquidtight flexible conduit in wet or damp locations.
3.4 PROTECTION
A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer
and Installer, that ensure coatings; finishes, and cabinets are without damage or deterioration
at the time of Substantial Completion. Repair damage to galvanized finishes with zinc-rich
paint recommended by manufacturer,
3.5 CLEANING
A. On completion of installation, including outlet fittings and devices, inspect exposed finish.
Remove burrs, dirt, and construction debris and repair damaged finish, including chips,
scratches, and abrasions.
END OF SECTION 16130
RACEWAYS AND BOXES
16130 - 3
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SECTION 16195 - ELECTRICAL IDENTIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes identification of electrical materials, equipment, and installations.
1.2 QUALITY ASSURANCE
A. Comply with NFP A 70.
PART 2 ~ PRODUCTS
2.1 RACEWAY AND CABLE LABELS
A. Manufacturer's Standard Products: Where more than one type is listed for a specified .
application, selection is Installer's option, but provide single type for each application
category. Use colors prescribed by ANSI A13.1, NFPA 70, and these Specifications,
B. Colored Adhesive Tape: Self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches
wide.
C. Underground Line Warning Tape: Permanent, bright-colored, continuous-printed, vinyl
tape with the following features:
,1. . Size: Not.less than 6 inches wide by 4 mils thick.
2. Compounded for permanent direct-burial service.
3. Embedded continuous metallic strip or core.
4, Printed Legend: Indicates type of underground line.
-,..!.' ~
.' ....
2.2 ENGRAVED NAMEPLATES
A. Manufacturer's Standard Products: Where more than one type is listed for' a specified
application, selection is Installer's option, but provide single type for each application
category, Use colors prescribed by ANSI A13,I, NFPA 70, an~ these Specifications.
B. Engraving stock, melamine plastic laminate, 1/16-inch minimum thick for nameplates up to
20 sq. in., 1/8 inch thick for larger sizes.
PART 3 - EXECUTION
3,1 INSTALLATION
. ELECTRICAL IDENTIFICATION
16195 - 1
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A. Install identification devices according to manufacturer's written instructions.
B. Install labels where indicated and at locations for best convenience of viewing without
interference with operation and maintenance of equipment.
C. Lettering, Colors, and Graphics: Coordinate names, abbreviations, colors, and other
designations used for electrical identification with corresponding designations used in the
Contract Documents, Use consistent designations throughout the Project.
D. Self-Adhesive Identification Products: Clean surfaces of dust, loose material, and oily films
before applying.
E. Identify Paths of Underground Electrical Lines: During trench backfilling, for exterior
underground power lines, install continuous underground plastic line marker located directly
above line at 6 to 8 inches below finished grade. Where multiple lines installed in a common
trench do not exceed an overall width of 16 inches, use a single line marker. Installline
marker for underground wiring, both direct buried and in raceway.
F. Color-Code Conductors: Secondary service, feeder, and branch circuit conductors
throughout the secondary electrical system.
1. 240/120- V System: As follows:
a. Phase A: Black.
b. Phase B: Red.
c. Neutral: White.
d. Ground: Green.
2. Factory-apply color the entire length of the conductors, except the following field-
applied, color-coding methods may be used in lieu of factory-coded wire for sizes
larger than No. 10 AWG.
a. Colored, pressure-sensitive plastic tape in half-lapped turns for a distance of 6
inches from tenninal points and in boxes. where splices or taps are made. Apply
the last 2 turns of tape with no tension to prevent possible unwinding. Use l-
inch-wide tape in colors as specified.; Adjust tape bands to avoid obscuring
cable identification markings. '
G. Install identification as follows:
1. Apply equipment identification labels of engraved plastic laminate on each major unit
of equipment. Provide a single line of text ,with 1/2-inch-high lettering on 1-1/2-inch-
high label; where 2 lines of text are required, use lettering 2 inches high. Use white
lettering on black field.
END OF SECTION 16195
ELECTRICAL IDENTIFICATION
16195 - 2
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SECTION 16452 - GROUNDING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes grounding of electrical systems and equipment and basic requirements
for grounding for protection of life, equipment, circuits, and systems. Grounding
requirements specified in this Section may be supplemented in other Sections of these
Specifications,
1.2 SUBMITTALS
A. Product Data for grounding rods, connectors and connection materials, and grounding
fittings.
1.3 QUALITY ASSURANCE
A. Comply with NFP A 70.
B. Comply with UL 467.
C. Listing and Labeling: Provide products specified in this Section that are listed and labeled.
PART 2 - PRODUCTS
2.1 GROUNDING AND BONDING PRODUCTS
A. Governing Requirements: Where types, sizes, ratings, and quantities indicated are in excess
of National Electrical Code (NEC) requirements, the more stringent requirements and the
greater size, rating, and quantity indications govern.
2.2 WIRE AND CABLE GROUNDING CONDUCTORS
A.. Comply with Division 16 Section "Wires and Cables." Conform to NEC Table 8, except
as otherwise indicated, for conductor properties, including stranding.
B. Equipment Grounding Conductors: Insulated . with green color insulation.
C. Grounding-Electrode Conductors: Stranded cable.
D. Underground Conductors: Bare, tinned, stranded,.
E, Bare Copper Conductors: Conform to ~he following:
I. Solid Conductors: ASTM B 3.
GROUNDING 16452 - 1
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2.' Assembly of Stranded Conductors: ASTM B 8.
3. Tinned Conductors: ASTM B 33.
. ., ".~~!.iT. .'.- -'1';;)~r-~-,;~tJ
.- , . ...._.'\.-!~if:;~.. . .:~ ...~5~~'-:U~-?:"
2.3 CONNECTOR PRODUCTS
A. Pressure Connectors: High-conductivity-plated units.
B. Bolted Clamps: Heavy-duty type.
C. Exothermic-Welded Connections: Provided in lGtform ,and selected per manufacturer's
written instructions for specific types, sizes, and combinations of conductors and connected
items.
2.4 GROUNDING ELECTRODES
A. Grounding Rods: Sectional type; copper-clad steel. Size: 3/4 inch by 120 inches.
PART 3 - EXECUTION
3.1 APPLICATION
A. Equipment Grounding Conductors: Comply with NEC Article 250 for types, sizes, and
quantities of equipment grounding conductors, except where specific types, larger sizes, or
more conductors than required by NEC are indicated.
1. Install equipment grounding conductor with circuit conductors for the items below
in addition to those required by Code:
'a. Feeders and branch circuits.
b. Lighting circuits.
c, Flexible raceway runs.
B. Metal Poles Supporting Outdoor Lighting Fixtures: Ground pole to a groundipg electrode
in addition to separate equipment grounding conductor run with supply branch circuit.
3.2 . INSTALLATION
A. General: Ground electrical systems and equipment according to NEC requirements, except
where Drawings or Specifications exceed NEC requirements.
B. Grounding Rods: Locate a minimum of I-rod length from each other and at least the same
distance from any other grounding electrode. Drive until tops are 2 inches below finished.
floor or final grade. Interconnect with grounding-electrode conductors. Use exothermic
welds. Make these connections without damaging copper coating or exposing steel.
C, Grounding Conductors: Route along the shortest and straightest paths possible. Avoid
obstructing access or placing conductors where they may be subjected to strain, impact, or
GROUNDING
16452 - 2
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damage.
. D. Underground Grounding{~onductors: Use bare copper wire. Bury at least'24:inches-.below
grade.
3.3 CONNECTIONS
A. General: Make connections so possibility of galvanic action or electrolysis is minimized.
Select connectors, connection hardware, conductors, and connection methods so metals in
direct contact will be galvanically compatible. Use electroplated or hot-tin-coated materials
to assure high conductivity and to make contact points closer in order of galvanic series,
. Make connections with clean, bare metal at points of contact, Coat and seal connections
having dissimilar metals with inert material to prevent future penetration of moisture to
contact surfaces,
B. Exothermic-Welded Connections: Use for underground connections, Comply with
manufacturer's written instructions. Welds that are puffed up or that show convex surfaces
indicating improper cleaning are not acceptable, '
C, Equipment Grounding-Wire Terminations: For NO.8 AWG and larger, use pressure-type
grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with
winged pressure-type' connectors.
D. Noncontact Metal Raceway Terminations: Where metallic raceways terminate at metal
housings without mechanical and electrical connection to housing, terminate each conduit
with a grounding bushing. Connect grounding bushings with a bare grounding conductor
to grounding bus or terminal in housing. Bond electrically noncontinuous conduits at both
entrances,and exits with grounding bushings and bare grounding conductors,
E. Tighten screws and bolts for grounding and bonding connectors and terminals according to
manufactl,1rer's published torque-tightening values. t,
F, Compression- Type Connections: Use hydraulic compression tools to provide correct
circumferential pressure for compression connectors. Use tools and dies recommended by, .
. manufacturer of connectors. Provide embossing die code or other standard method to make
a visible ,indication that a connector has been adequately compressed on grounding
conductor,
G. Moisture Protection: Where insulated grounding conductors are connected to grounding
rods or grounding buses, insulate entire area of connection and seal against moisture
penetration of insulation ahd cable,
3.4 FIELD QUALITY CONTROL
. .
A. Tests: Subject the completed grounding system to a megger test at each service disconnect
. enclosure grounding terminal. Measure ground resistance not less than 2 full days after the
last trace of precipitation, and without the soil being moistened by any means other than
natural drainage or seepage and without chemical treatment or other artificial means of
reducing natural ground resistance, Perform tests by the 2-point method according to
GROUNDING
16452 - 3
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IEEE 81.
HB. Maximum grounding to resistance value is 10 ohms. .
3.5 ADJUSTING AND CLEANING
A. Restore surface features at areas disturbed by work of this Section. Reestablish original
grades. Restore areas disturbed by trenching, -storing of dirt, cable laying, and other
activities to their original condition.
END OF SECTION 16452
GROUNDING
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SECTION 16470 - PANELBOARDS
.'; ","'.1
PART 1 - GENERAL
1,1 SUMMARY
A. This Section includes lighting and power panelboards and associated auxiliary equipment
rated 600 V and less.
1.2 SUBMITTALS
A. Shop Drawings: For panelboards. Include dimensioned plans, sections, and elevations,
Show tabulations of installed devices, major features, and voltage rating. Include the
following:
. I. Enclosure type with details.
2, Bus configuration and current ratings.
3. Short-circuit current rating of panelboard.
4. Features, characteristics, ratings, and factory settings of individual protective devices.
1.3 QUALITY ASSURANCE
A. Listing and Labeling: Provide products specified in this Section that are listed and labeled.
B. Comply with NFP A 70.
C. Comply with NEMA PB J..
1.4
EXTRA MATERIALS
.',.
A. Keys: 6 spares of each tYPe for panelboard cabinet lock.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with r~quirements,provide products by the
following:
1. Eaton Corp.; Westinghouse & Cutler-Hammer Products.
2, General Electric Co,; Electrical Distribution & Control Div.
3, Siemens Energy & Automation, Inc.
4, Square D Co"
PANELBOARDS
16470 - 1
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2.2 P ANELBOARD FABRICATION
A. -Enclosures: Surface-mounted cabinets as 'indicated. NEMA 250, Type 3R.
....i.
B. Front: Secured to box with concealed trim clamps. Front for surface-mounted panelboards
shall be same dimerisions as box.
C. Directory Frame: Metal, mounted inside each panelboard door.
D. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground
conductors. Bonded to box.
E. Service Equipment Approval: Listed for use as service equipment for panelboards with
main service disconnect.
F. Future Devices: Equip with mounting brackets, bus connections, and necessary
appurtenances, for the overcurrent protective device ampere ratings indicated for future
installation of devices.
2.3 DISTRIBUTION P ANELBOARDS
A. Doors: In panelboard front. Secure door with vault-type latch with tumbler lock, all keyed
alike.
B. Branch-Circuit Breakers: Use bolt-on circuit breakers, except circuit breakers 225-A frame
size and greater may be plug-in type where individual positive-locking device requires
mechanical release for removal,
2.4 OVERCURRENT PROTECTIVE DEVICES
A. Molded-Case Circuit Breaker: NEMA AB 1, handle lockable.
1. Characteristics: Frame size, trip rating, number of poles, and auxiliary devices as
indicated and interrupting capacity rating to meet available fault current.
2. Application Listing: Appropriate for application.
3. Circuit Breakers, 200 A and Larger: Trip units inte~changeable within frame size.
4, Circuit Breakers, 400 A and Larger: Field-adjustable short-time and continuous
current settings.
5. Lugs: Mechanical lugs and power-distribution connectors for number, size, and
material of conductors indicated.
PAR1,' 3 - EXECUTION
3.1 INSTALLATION
A. Install panelboards and accessory items accordir,tg to NEMA PB 1. 1,
B. Mounting: Plumb and rigid without distortion of box,
PANELBOARDS
16470 - 2
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C. Circuit Directory: Type directory to indicate installed circuit loads.
". D~' Install filler ,plates in unused spaces, ."., '..,
. t ~'. .
. .--' ~"I-:.;. ~\. .
3.2 IDENTIFICATION
A. Panelboard Nameplates: Label each panelboard with engraved laminated-plastic or metal
nameplates mounted with corrosion-resistant screws.
3.3 GROUNDING
A. Make equipment grounding connections for panelboards as indicated.
3.4 CONNECTIONS
A. Tighten electrical connectors and terminals, including grounding connections, according to
manufacturer's published torque-tightening values.
3.5 ADJUSTING
A. Set field-adjustable circuit-breaker trip ranges as indicated.
3.6 CLEANING.
A. On completion of installation, inspect interior and exterior of panelboards. Remove paint
splatters and other spots, dirt, and debris. Touch up scratches and mars of finish to match
original finish.
END OF SECTION 16470
PANELBOARDS
16470 - 3
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SECTION 16525 - EXTERIOR LIGHTING
. . ~ . t..; ~.~.~. --.."t~.:':\':;l,..~-
~- --' ,. ~!!: ~ -." ",.(1 ;;'.ft~."I' ~~.
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes exterior lighting fixtures, lamps, ballasts, pole standards, and
accessones.
1,2 SUBMITTALS
A. Product Data describing fixtures, lamps, ballasts, poles, and accessories. Arrange Product
Data for fixtures in order of fixture designation, Include data on features, poles,
accessories, finishes, and the following:
1. Outline drawings indicating dimensions and principal features of fixtures and poles. ' .
2. Electrical Ratings and Photometric Data: Certified results of independent laboratory
tests for fixtures and lamps.
B. Shop Drawings detailing fixtures and poles and indicating dimensions, weights, method of
field assembly, components, and accessories.
C. . Maintenance data for products to include in an operation and maintenance manual.
"1.3 QUALITY ASSURANCE
A. Electrical Corhpon~nt Standard: Provide components that comply witR NFP A 70 and that
are listed and labeled by UL where available.
B. Comply with ANSI C2.
C. Listing and Labeling: Provide fixtures and accessories specified in this Section that are
listed and labeled for their indicated use and installation conditions on Project.
1.4 STORAGE AND HANDLING OF POLES
A. General: Store poles on decay-resistant treated skids at least 12 inches above grade and
vegetation, Support pole to prevent distortion and arrange to provide free air circulation,
B. Concrete and Metal Poles: Retain factory-applied pole wrappings until just before pole
installation. Handle poles with web fabric straps,
1,5 EXTRA MATERIALS
A.' furnish extra materials described below that match products installed, are packaged with
protective covering for storage, and are identified with labels describing contents.
EXTERIOR LIGHTING
16525 - 1
1. Lamps: 1 lamp for every 10 of each type and rating installed. Furnish at least one of
each type.
.., " 2, Glass and PlasticrLenses;,.,Govers, and .Other Optical Parts: 1 for. every ,,10 of,each.. .-
type and rating installed, Furnish at least one of each type.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, fixtures that may be
incorporated in the Work include, but are not limited to, the products specified in the
Lighting Fixture Schedule on the Drawings,
2.2 . FIXTURES AND FIXTURE COMPONENTS, GENERAL
A. Metal Parts: Free from burrs, sharp edges, and corners.
B. Sheet Metal Components and Housings: Rigidly formed, weather- and light-tight enclosures
that will not warp, sag, or deform in use,
C. Doors, Frames, and Other Internal Access:, Smooth operating, free from light leakage under
operating conditions, and arranged to permit relamping without use of tools. Arrange
doors, frames, lenses, diffusers, and other pieces to prevent accidentai falling during
relamping and when secured in operating position. Provide for door removal for cleaning
or replacing lens.
D. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to
heat, and UV radiation.
0-',. .
E. Lenses and Refractors: Materials as indicated. Use heat- and aging-resistant, resilient
gaskets to seal and cushion lens and refractor mounting in fixture doors.
F. Photoelectric Relays: Conform to UL 773.
1, Contact Relays: Single throw, arranged to fail in the ON position and factory set to
turn light unit ori at 1.5 to 3 foot-candles and off at 4,5 to 10 foot-candles with 15-
second minimum time delay,
2. Relay Mounting: In fixture housing..
G. High-Intensity-Discharge (HID) Fixtures: Conform to UL 1572.
H. HID Ballasts: Conform to UL 1029, and ANSI C82.4, Constant wattage autotransformer
(CW A) or regulating high-power-factor type, unless otherwise indicated.
1. Ballast Fuses: One in each ~ngr(junded supply conductor. Voltage and current
ratings as recommended by ballast manufacturer,
2, Operating Voltage: Match system voltage.
EXTERIOR LIGHTING
16525 - 2
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3. Single-Lamp Ballasts: Minimum starting temperature of minus 30 deg C.
4. Open circuit operation will not reduce average life.
. ... {. 5", "~iHigh-Pressure Sodium (lIPS) Ballasts: Equip with a solid-state igniter/starter having
an average life in pulsing mode of 10,000 hours at an igniter/starter case temperature
of 90 deg C.
6. Noise: Uniformly quiet operation, with a noise rating ofB or better. '
1. Lamps: Comply with ANSI C78 series that is applicable to each type of lamp. Provide
fixtures with indicated lamps of designated type, characteristics, and wattage.
2,3 FIXTURE SUPPORT COMPONENTS
A. Wind-load strength of total support assembly, including pole, arms, appurtenances, base,
and anchorage, is adequate to carry itself plus fixtures indicated at indicated heights above
grade without failure, pennanent deflection, or whipping in steady winds of 100 mi./h with
a gust factor of 1,3.
B. Mountings, Fastenings, and Appurtenances: Corrosion-resistant items compatible with
support components. Use materials that will not cause galvanic action at contact points.
C. Aluminum Poles: ASTM B 209 (ASTM B 209M), 5052-H34 alloy, Provide access
handhole in pole wall. .
D. Metal Pole Grounding Provisions: Welded l/2-inch threaded lug, accessible through
handhole.
E. Prestressed Concrete Poles: Centrifugally cast, hollow-shaft type. Cure and age for a
minimum of 15 days before installation. Fabricate poles with a hard, nonporous surface that
is resistant to water, frost, and road and soil.fhemicals. Include the following:
.J.~, Conduit Entrance Opening: Provide one 4 inch by 8 inch opening;" centered 24 inches
below grade,
2. Handhole: Provide one 4 inch by 8 inch opening, centered 24 inches above grade.
3. Step Bolts: 3/4 inch diameter, alternately spaced on 18 inch interVals, 90-120 degrees
apart. The top and bottom step locatio.ns are doubled (one step on each side of the
pole). ,
4. Ground Wire: Provide one #4 AWO stranded copper wire cast into the pole.
Terminate the ground wire in a 1/2 inch tapped copper coupling at the top of the pole
and at 12 inches below grade,
F. Concrete for Metal Pole Foundations: Comply with Division 3 Section "Cast-in-Place
Concrete." Use 3000-psig strength, 28-day concrete,
PART 3 - EXECUTION
3.1 INSTALLATION
EXTERIOR LIGHTING
16525 - 3
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A. Set units plumb, square, level, and secure according to manufacturer's written instructions
and approved Shop Drawings.
B. Concrete Foundations for Roadway Lighting: Construct according t6 Division 3 Section
"Cast-in-Place Concrete." Comply with details and' manufacturer's recommendations for
reinforcing, anchor bolts, nuts, and washers. Verify anchor-bolt templates by comparing
with actual pole bases furnished. Trowel and rub smooth parts exposed to view.
C. Embedded Poles: Set poles to indicated depth, but not less than 1/6 of pole length below
finish grade. Dig holes large enough to permit use of tampers the full depth of hole.
Backfill in 6-inch layers and thoroughly tamp each layer so compaction of backfill is equal
to or greater than that of undisturbed earth.
D. Pole Installation: Use web fabric slings (not chain or cable) to raise and set poles.
E. Fixture Attachment: Fasten to indicated structural supports.
F. Fixture Attachment with Adjustable Features or Aiming: Attach fixtures and supports to
allow aiming.
G. Lamp fixtures with indicated lamps according to manufacturer's written instructions.
Replace malfunctioning lamps.
3.2 GROUNDING
A. Ground fixtures and metal poles according to Division 16 Section "Grounding." Install 10-
foot driven ground rod at each pole.
3.3 FIELD QUALITY CONTROL
A. Inspect each,installed unit for damage. Replace damaged fixtures and components.
B. Tests and Observations: VerifY normal operation oflighting units after installing fixtures
and energizing circuits with normal power source.
C. Replace or repair damaged and malfunctionir:tg units, make necessary adjustments, and
retest. Repeat procedure until all units operate properly.
3.4 ADJUSTING AND CLEANING
A. Clean units after installation. Use methods and materials recommended by manufacturer.
B. Adjust aimable fixtures to provide required light intensities.
END OF SECTION 16525
EXTERIOR LIGHTING
16525 - 4
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SECTION 16670 - LIGHTNING PROTECTION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes lightning protection for field lighting structures and requirements for
lightning protection system components.
1.2 SUBMITTALS
A. Product Data for each component specified.
1.3 QUALITY ASSURANCE
A. Listing and Labeling: Provide products specified in this Section that are listed and labeled.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by of one of the
following:
1. Robbins Lightning, Inc.
2. Thompson Lightning Protection Co.
2.2 LIGHTNING PROTECTION SYSTEM COMPONENTS
A. Comply with UL 96.
B. System Materials: Copper, with solid air terminals.
C.. Ground Rods: Copper-clad.sted with a minimum of27 percent of rod weight in copper
cladding.
1. Diameter: 3/4 inch.
2. Length: 10 feet.
PART 3 - EXECUTION
3.1 EXAMINATION
LIGHTNING PROTECTION
16670 - 1
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A. Examine . surfaces, areas, and conditions, with Installer present, for compliance with
conditions affecting performance of lightning protection. Do not proceed with installation
;, - '. until unsatisfactory conditions have been correCted~ ..
3.2 INSTALLATION
A. Install'lightning protection as indicated, according to manufacturer's written instructions.
B. Comply with UL 96A, LPI-175, and NFP A 780.
C. Conform to the most stringent requirements when more than one standard is specified.
D. Install conductors with direct paths from air terminals to ground connections. Avoid sharp
bends and narrow loops.
E. Cable Connections: Use approved exothermic-welded connections for all conductor splices
and connections between conductors and ground rods.
END OF SECTION' 16670
LIGHTNING PROTECTION
16670 - 2