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SPECIFICA TIONS
* PLEASANT STREET IMPROVEMENTS
CITY PROJECT 88-20
S.A.P. 201-102-01
PRIOR LAKE, MINNESOTA
COMM.NO. 9217
TKDA
TOL TZ. KING. DUVALL. ANDERSON
AND ASSOCIATES. INCORPORATED
ENGINEERS ARCHITECTS PLANNERS
2500 AMERICAN NATIONAL BANK BUILD!NG
SAINT PAUL. MINNESOTA 55101
612292-4400
-
TOL TZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
ENGINEER~ARCHITECTS-PlANNERS
SAINT PAUL, MINNESOTA
J UL Y 8, 1 988
-
.sfECI F I CAT IONS FOR
PL EASANT SIBfET I MPROV EM:NTS
.c.LTY PROJ ECT 88-20
S.~.P. 201-1~
PR lOR LAKE, MINNESOTA
COMMISSION NO. 9217
I hereby certIfy that thIs SpecIfIcatIon was prepared by me or under my
dIrect supervIsIon and that I am a duly regIstered ProfessIonal EngIneer
under the laws of the State of MInnesota.
~~~
JJ{Jh n L. Div I dson, P. E.
~eglstratlon No. 8480
" .....
9217
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PLEASANT SIaffT lMAROVEMENTS
CI TV PROJ ECT 88-20
.s..A...P. ZD 1-1 02=0.1
PRIOR LAKE, MINNESOTA
ll8J..E OF CONTENTS
Certl f icatlon
Table of Contents
Advertisement for Bids
~ NQ.S..
1
2
2
Bidding Requlranents. CDnTraC"t Forms, and Conditions of the ConTract
.Dggune nT tQ,
Title
00100
00300
00500
00610
00620
00700
00800
00850
I nstruct Ions to BIdders
BId Proposal
Form of Contract Documents
Form of Payment Bond
Form of Performance Bond
General CondItIons
Supplementary COndItIons
DrawIngs and Schedules
Sect I on No.
Spec' f Icatl on~
,--
01010
01 011
01025
02102
02140
02220
02525
02545
SpecIal ProvisIons
LocatIon and DescrIptIon of the Work
Measurement and Payment
ClearIng and GrubbIng
Dewater I ng
Trench ExcavatIon and Backfll ling
Concrete Curb and Gutter and DrIveways
Street GradIng, Gravel Base, and
BItumInous Surface COnstructIon
Watermaln COnstruction
Storm Sewer Construct I on
ProtectIon and RestoratIon of Property
02661
o Z7 20
0293 1
p~
7
9
2
2
2
31
8
1
Paa.5
8
2
4
2
2
3
1
3
12
3
3
9217
~nrlix
TtTI~
p~
Standard Utll 'tIes SpecificatIons for
Watermaln and Service LIne InstallatIon
and Sanitary Sewer and Storm Sewer
I nstal I ati on 62
Deta t I Dr 8111 ngs
Fi Ie 1 050: PI ate Nos. 1 01, 1 04, 111, 11 2, 1 2o-R2,
150
MnOOT Standard PI ate Nos. 0004A, 3000K, 3 006F, 4005K, 4006K, 4010G, 40110,
4126E, 4180H, 7035J, 7036C, 7100F, 7110E
Soil Bor i ngs
4
9217
~TISE~Nr FOR BJDS
r
i
NotIce Is hereby gIven that sealed bids wIll be receIved, publicly opened,
and read aloud by representatIves of the CIty of PrIor Lake, Minnesota, at
the City Hall, 4629 Dakota SE, PrIor Lake, Minnesota 55372, In said City
at 10: 00 AM, on Monday, August 15, 1988, for furnl sh Ing all work and
materials for the construction of Pleasant Street Improvements, consisting
of the fol lowIng approximate quantItIes:
Common Excavation
Granul ar Borrow
Aggregate Base, CI ass 5
Concrete Curb and Gutter, 8618
BitumInous MaterIal for MIxture
BitumInous Mixture
S i dew a I k
1 2" RCP, CI ass 5
1 5" RCP, CI ass 5
1,500 CY
600 CY
1,550 Tons
660 LF
33 Tons
615 Tons
1 ,850 SF
42 LF
82 LF
Proposal forms, contract documents, drawIngs and specifIcatIons as prepared
by Toltz, KIng, Duvall, Anderson and AssocIates, Inc., are on file for
inspection In the office of the CIty Manager and in the offIce of the
ENG INEERs, whose address Is 2500 AmerIcan NatIonal Bank BuildIng, SaInt
Paul, Minnesota 55101.
CONTRACTORs desIrIng drawIngs, specifIcatIons and related documents for the
purpose of subm Ittl ng a bl d may secure them fran the Ef'GINEERs upon deposl t
of $40.00 for each set. The deposIt for one set of drawIngs and
specifIcatIons wIll be refunded to each OONTRACTOR who submIts a bona fide
bl d and returns the pi ans and specIfIcatIons In good condItion wIthin 15
days after the date for the openIng of bids. Twenty Dollars ($20.00) wIll
be refunded for deposIts made to secure more than one set of documents,
deposits made to secure documents for Subcontractors and material suppl iers
and also to CONTRACTORs who fall to bid. To secure a refund al I documents
must be returned In good condItIon within 15 days after the day for the
openIng of bids.
No bi d w I II be consi dered unl ess it is securel y seal ed I n an envelope and
f i I ed with the Ci ty Manager pr lor to the tIme noted above for the cl osl ng
of bl ds.
Each bid must be accompanied by a bid bond or cashier's check payable to
the City of Prior Lake in an amount not less than five percent (5~) of the
total bid as a guarantee that the bidder, If successful, wll I enter into a
contract with the OWNER for the work described in the proposal. This
deposit wil I be subject to forfeIture as provided by law. The deposits for
the three lowest bidders w ill be retained by the OWNER until the contract
has been awarded and executed but not longer than sixty (60) days. No bi d
may be withdrawn ~or a period of sixty (60) days fol lowing the bId opening.
-1-
9217
The OWNER reserves the right to reject any or al I bids, to waive
informal iTies or to award the contract TO the loweST responsible bidder, In
the best Interest of the OWNER.
The City Councl I w I II consl der award of contracts at a regu I ar meetl ng to
be held at 7:30 PM., August 15, 1988.
Dav I d Unmacht
Ci ty Manager
Dated: J u I y 1 8, 1 988
Publ ished tw Ice in Pr lor Lake AmerIcan - Jul y 25, 1988 and August 1, 1988
Published twIce In Construction Bulletin - July 22, 1988 and July 29, 1988.
-2-
9217
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DOaJMENT 00100
INSTRUCT ION S . TO..JUOlEBS
1 . DEFINED TEeMS:
Terms used I n these InstructIons to Bidders which are def Ined In the
Standard General Conditions or the Supplementary Conditions have the
meanIngs assigned to them In the General ConditIons or Supplementary
Conditions. The term "Successful BIdder" means the latest, qual Tfled,
responsl bl e Bidder to whom Oi/NER (on the basT s of OWNER's eval uation
as hereinafter provided) makes an award.
2. CX>P I ES OF B I DD I NG DOClJMENTS:
2.1 Complete sets of the BIdding Documents In the number and for the
deposl t sum stated I n the Advertl sement for Bids may be obta I ned
from Tol tz, KI ng, Duval I, Anderson and Assoc I ates, Inc., 2500
AmerTcan National Bank BuIlding, SaInt Paul, Minnesota 55101.
The deposIt will be refunded to BIdders who subm It a bona fide
Bid and return the Bidding Documents to the ENGINEER or OWNER In
good condition wIthIn fIfteen days after openIng of bids.
Bidding Documents are on fIle at the office of Toltz, King,
Duval I, Anderson and Associates, Inc., and the OWNER, for revIew
during normal working hours.
2.2 Complete sets of BTdding Documents shal I be used In preparing
B T ds; ne I th er OW NER nor ENG I NEER assllne any responsl b II ity for
errors or mIsinterpretations resultIng from the use of
I ncompl ete sets of B t ddl ng Documents.
2.3 OW NER and ENG I NEER In mak i ng co p t es of BId dIng Documents
available on the above terms do so only for the purpose of
obtalnTng Bids on the Work and do not confer a license or grant
for any other use.
3 . .QUaL I F I CAJJ.IDiS...~
To demonstrate qual Tflcatlons to perform the Work, each Bidder must be
prepared to submIt wIthin fTve days of OWNER's request wrItten
ev I de nce of f I na nc I al data, and prev lous exper i ence. Each B T d must
contain evidence of BIdder's qualification to do busTness In the State
where the project Is located, or covenant to obtain such qualifIcation
prior to award of the contract.
00100-1
9217
InstructIons to Bidders
-
4. EXAMINATJQbI OF (X)NTRACT DOaJMENTS AND SITE:
4.1 Before submitting a BId, each BIdder must (a) examine the
ConTract Documents thoroughly, Cb) visiT the siTe to familiarize
himself with local conditions that may In any manner affect
cost, progress or performance of the Work, (c) familiarize
himself wIth federal, state and local laws, ordInances, rules
and regulations that may In any manner affect cost, progress or
performance of the Work, and Cd) study and carefully correl ate
Bidder's observations with the Contract Documents.
4.2 Reference Is made TO the Supplementary Conditions for the
I denti f Icatlon of those reports of investigations and tests of
subsurface and latent physIcal conditIons at the site or
otherw I se af fect I ng cost, progress or performance of the Work
which have been rei led upon by ENGINEER In preparing the
Dr aw I ngs and Spec I f I cations. Cop I es of such reports are bound
with the specifications. These reports are not guaranteed as to
accuracy or compl eteness, nor are they a part of the Contract
Documents. Before submitting his Bid each Bidder wil I, at his
own expense, make such additional Investigetions and tests as
the Bidder may deem necessary to determine his Bid for
performance of the Work In accordance wIth the time, price and
other terms and condItIons of the Contract Documents.
4.3 On request OWNER will provide each Bidder access to the sIte to
conduct such InvestigatIons and tests as each Bidder deems
necessary for submissIon of his Bid.
4.4 The I ands upon wh ich the Work I s to be performed, rights-of-way
for access thereto and other lands desIgnated for use by
CONTRACTOR In performing the Work are Identified in SectIon
01011, "Location and Description of Work".
4.5 The submissIon of a Bid wll I constitute an IncontrovertIble
representatIon by the BIdder that he has compl led with every
req u I rement of th is Artl cl e 4 and that the Contract Documents
are sufficient in scope and detail to indicate and convey
understanding of al I terms and conditions for performance of the
Wor k.
5. INTERPRETATIONS:
AI I questions about the meaning or Intent of the Contract Documents
shall be submitted to E~ INEER In writing. Repl ies w fll be issued by
Addenda mall ed or del ivered to all partl es recorded by ENG INEER as
having received the Bidding Documents. QuestIons received less than
four days pr lor to the date for openi ng of Bids w III not be answered.
Only questions answered by formal written Addenda will be binding.
Oral and other Interpretations or clarifications wil I be without legal
effect.
00100-2
9217
I nstruct Ions to B i deters
-
6. BID SECURI1Y:
6.1 Bid securIty shal I be made payable to the OWNER, in an amount of
stated In the AdvertIsement for Bids 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 Cond It I ons.
6.2 The Bid Security of the Successful BIdder wll I be retaIned until
such Bidder has executed the Agreement and furnished the
required Contract Security, whereupon it wll I be returned; If
the successful Bidder fails to execute and del iver the Agreement
and furnish the-required Contract SecurIty within 15 days of the
Notice of Award, OWNER may annul the NotIce of Award and the Bid
Security of that Bidder will be forfeIted. The Bid Security of
any Bidder whom OWNER believes to have a reasonable chance of
receIvIng the award (general ry the second and third low bIdder)
may be r eta I ned by OW NER u nt I I the earl i er of the seventh day
after the "effectIve date of the Agreement" (which term Is
defIned in the General Conditions) by OWNER to CONTRACTOR and
the required Contract SecurIty is furnished or the sixty-fIrst
day after the BId opening. Bid security of other bIdders wIll
be returned wIthin seven days of the bId openIng.
7. CONTRACT T~:
The number of days wIthin whIch, or the date by whIch, the work Is to
be completed (the contract time) Is set forth in the BId Form and wll I
be included In the SpecIal ProvisIons, SectIon 01010.
8. LIQUIDATED DAMAGES:
Prov Islons for lIquIdated damages, If any, are set forth In the
Special ProvIsIons, SectIon 01010.
9. SUB 5T I TIJTE..J:1e.TER I AI... AND EO U I PMENT:
The Contract, if awarded, wll I be on the basIs of material and
equipment descrIbed In the Drawings or specifIed In the SpecIfIcations
without consIderation of possIble substitute or "or-equal" Items.
Whenever it Is Indicated In the Drawings or specifIed in the
SpecificatIons that a substitute or "or-equal" Item of material or
equipment may be furnished or used by CONTRACTOR if acceptable to
ENG INEER, appl ication for such acceptance wIll not be considered by
ENGINEER untIl after the "effective date of the Agreement". The
procedure for subm Ittal of any such applIcation by CONTRACTOR and
consIderation by ENGINEER Is set forth in paragraphs 6.7,6.7.1 and
6.7.2 of the General Conditions which may be supplemented In the
General RequIrements/Special ProvisIons.
00100-3
921;
Instruct ions to Bidders
..-
10. SUB 00 NTRACTDRS, Ere...:
10.1 If the Bid Proposal or Suppl ementary ConditIons requl re the
identIty of certaIn Subcontractors and other persons and
organIzations to be submItted to OWNER In advance of the Notice
of Award, the apparent Successful Bidder, and any other Bidder
so requested, wIll within seven days after the day of the BId
Openl ng subm It to OWNER a list of all Subcontractors and other
persons and organizations (Incl udi ng those who are to furnl sh
the principal items of materIal end equIpment) proposed for
those porti ons of the Work as to w hi ch such I de nt If i cation I s so
required. Such list shall be accompanied by an experience
statement wIth pertinent information as to sImilar projects and
other evIdence of qual ification for each such Subcontractor,
person and organIzation if requested by OWNER. If OWNER or
ENGINEER after due InvestIgation has reasonable objectIon to any
proposed Subcontractor, other person or organIzatIon, eIther may
before givIng the Notice of Award request the apparent
Successful Bidder to submIt an acceptable substitute wIthout an
increase in Bid price. If the apparent successful Bidder
declInes to make any such substitution, the Contract shall not
be awarded to such Bidder, but hIs declIning to make any such
substitutIon wll I not constItute grounds for sacrIficIng his BId
Security. Any Subcontractor, other person or organIzatIon so
lIsted and to whom OWNER or ENGINEER does not make written
obJ ect I on pr lor to the g I v I ng of the Not i ce of Award w' II be
deemed acceptable to OWNER and ENGINEER.
10.2 In contracts where the Contract Price Is on the basIs of Cost-
of-the-Work Plus a Fee, the apparent Successful BIdder, prior to
the Notl ce of Award shal I I dent' fy In wr It I ng to OWNER those
portIons of the Work that such BIdder proposes to subcontract
and after the Notice of Award may only subcontract other
portions of the Work with CMNER's written consent.
10.3 No CONTRACTOR shall be requl red to employ any Subcontractor,
other person or organIzation agaInst whom he has reasonable
obJ ect Ion.
11. .a.w FQEM:
11.1 One Bid Form is attached hereto and an additional unbound copy
is provided to each Bidder requesting Bid Documents. Additional
copies may be obtained from the ENGINEER.
11.2 Bid Forms must be completed in Ink or by typewriter. The Bid
Price of each item on the form must be stated In words and
numeral s; I n case of a conf I ict, words w III take precedence.
00100-4
9217
I nstruct Ions to BIdders
-
11.3 Bids by corporations must be executed In the corporate name by
the presi denT or a v ice-presi denT (or oTher corporaTe of fleer
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
I ncorporati on shal I be shown below The sl gnature.
11.4 BIds by partnersh ips must be executed in the partnersh i p name
and be sIgned by a partner, whose tItle must appear under the
sIgnature and the official address of the partnership must be
shown bel C1fI the sl gnature.
11.5 All names must be typed or pr I nted bel at the sl gnature.
11.6 The Bid shall conta I n an acknow I edgement of rece I pt of al I
Addenda (the number of which shal I be fll led In on the BId
Form).
11.7 The address to which communications regardIng the Bid are to be
directed must be shown.
1 2. SUBM I S S ION OF B I OS:
12.1 BIds shal I be submItted at the time and place Indicated In the
InvItation to Bid or Advertisement for BIds and shal I be
Included In an opaque sealed envelope, marked with the Project
tItle and name and address of the Bidder and accompanied by the
Bid Secur Ity and other requl red documents. I f the Bid I s sent
th rough th emall or other del Ivery system, the seal ed envelope
shal I be enclosed In a separate envelope wIth the notatIon "BID
ENCLOSED" on the face thereof. Bids arrIving at the desIgnated
place after the designated tIme wit I be returned to the BIdder
unopened.
13. l12DJfJCATIO,N ANQ WJlHDR/lI..a1C)F ~:
13.1 Bids may be modified or withdrawn by an approprIate document
duly executed (in the manner that a Bid must be executed) and
de I ivered to the p I ace where Bids are to be subm Itted at any
time prior to the opening of Bids.
13.2 If, with In twenty-four 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 his Bid, that Bidder may withdraw his Bid and the
Bid Security wll I be returned. Thereafter, that Bidder wll I be
d I squa I if led f ran further b i ddl ng on the Work.
00100-5
9217
I nstruct Ions to Bidders
14. OPENING OF BIDS:
14.1 When Bids are opened publ icly they wIll be read aloud and an
abstract of the amounts of the base Bids and major alternates
(if any) wll I be made avaIlable after the openIng of BIds.
14.2 When Bids are opened prIvately, an abstract of the amounts of
the base Bids and major alternates (If any) wil I be made
available to Bidders within seven days after the date of Bid
Openi ng.
15. BIDS TO REMAIN QeEH:
All BIds shall remain open for sIxty days after the day of the Bid
opening, but OWNER may, in his sole dIscretIon, release any Bid and
return the Bid SecurIty prior to that date.
16. AWARD OF CONTRACT:
16.1 OWNER reserves the right to reject any and all Bids, to waive
any and al I informal ities and to negotiate contract terms with
the Successful Bidder, and the right to disregard all
nonconformIng, non-responsive or conditIonal Bids. The
quantities shown on the Bid Form are estimated and are furnished
only as a basis to prepare a bid and to determIne the lowest
Bidder. The bId price shall be determined by multiplying the
unit prIce bid per item tImes the estimated quantity per item.
The sum total of al I bid prices shal I be the Contract Price and
the basIs for determInIng the lowest Bid. Discrepancies between
words and figures in a unit price bId wil I be resolved to
harmonize wIth the bl d price. If neither the words or figures
In the unit price harmonIze with the bid price, the.words will
be used as the unit price bId.
16.2 In eva I ua ti ng Bids, QIINER shal I consl der the qua I If Icati ons of
the Bidders, whether or not the Bids comply wIth the prescrIbed
requIrements, and alternates and unIt prices If requested in the
Bid Forms. It is OWNER's intent to accept alternates (if any
are accepted) in the order in which they are I isted in the Bid
form but OWNER may accept them in any order or comb I nation.
16.3 OWNER may consider the qual iflcations and experience of
Subcontractors and other persons and organizations (Including
those who are to furnish the principal Items of material or
equipment) proposed for those portions of the Work as to which
the identity of Subcontractors and other persons and
organizations must be submitted as provided in the Supplementary
Conditions. Operating costs, maintenance considerations,
performance data and guarantee of materials and equipment may
al so be consi dered by OWNER.
00100-6
9217
Instructions to Bidders
16.4 OWNER may conduct such i nvesti geti ons as he deems necessery to
assi st I n the eval uaTion of any Bid and TO establish the
responstbt 1 ity, qual If tcatlons and f tnanei al abt I Ity of the
BIdders, proposed Subcontrectors and other persons end
organIzatIons to do the Work In accordance wIth the Contract
Documents to OWNER's satisfactIon wIthin the prescrIbed tIme.
16.5 OWNER reserves the rIght to reject the Bid of any Bidder who
does not pass any such evaluation to OWNER's satIsfactIon.
16.6 If the contract is to be awarded, It w ill be awarded to the
lowest Bidder whose evaluation by OWNER indicates to OWNER that
the award w III be I n the best interests of the Project; however,
the OWNER reserves the rIght to accept or reject any, or all
Bids, and also the right to waive any formal defects In BIds
when deemed for the best interests of the OWNER. Further, the
OWNER reserves the rIght to accept a Bid higher than the lowest
Bid, If, In the opinion of the CouncIl, the public Interest wll I
be better served.
16.7 If the contract is to be awarded, OWNER wil I give the Successful
Bidder a Notice of Award wIthin sIxty days after the day of the
Bid openIng or other specifIed date.
17 . PERFORMANCE AND OTHER BONDS:
Paragraph 5.1 of the General Conditions and the Supplementary
CondItIons set forth OWNER's requl rements as to performance and other
Bonds. When the Successful Bidder del Ivers the executed Agreement to
OWNER, It shal I be accompanied by the requIred Contract SecurIty.
18. SIGN ING OF AGB~~Nr:
When OWNER gives a Notice of Award to the Successful Bidder, it wil I
be accompanied by at least three unsigned counterparts of the
Agreement and al I other Contract Documents. WIthin fIfteen days
thereafter, CONTRACTOR shall sIgn and del iver at least three
counterparts of the Agreement to OWNER with all other Contract
Documents attached. With i n ten days thereafter, ()INER will del rver
61 I fully signed counterparts to CONTRACTOR. ENGINEER wII I IdentIfy
those portIons of the Contract Documents not fully sIgned by OWNER and
CONTRACTOR and such identification shal I be binding on al I partIes.
19. SPECI At LEGAL .REOUIR~NIS.:
19.1 Special Legal Requirements, if any, wll I be Included In Special
ProvIsIons, SectIon 01010.
-- END OF SECTION --
00100-7
9217
Instruct ions to BIdders
DOaJMENT 00300
BID PROPOSAL
.ECR
PLEASANT STREET IMPROVEMENTS
kLTY PROJECT 8~20
S. A. P. 201-10Z:1ll.
.cITY OF PRJ..OR LAKE. MINNESOTA
mMMISSION NO. 9217
By
, 1 988
Honorable Mayor and City Council
City of Prior Lake, Minnesota
Honorable Mayor and Council Members:
We have exam I ned the sl te of the work and are fam I I I ar wIth the pi ans and
specifIcations, and propose to furnish al I labor, materIals, skil Is and
faci I ities whIch are necessary for uti I ity and street constructIon In
accordance with the PI ans, Speci f Icatl ons, and Addenda Nos. and
thereto, prepared by Tol tz, Ki ng, Duvall, Anderson and Associates, Inc.,
Engineers and ArchItects, 2500 American National Bank Bui Iding, St. Paul,
Minnesota 55101, for the respective unit and lump sum prices set forth
herel nafter.
Propo sa I
00300-1
9217
STREET IMPROVEMENTS
.a.w I T~
I tern 1
1 L. S. - Mobil i zatl on, MnDOT 2021, pr Ice
per Lump Sum @
. Dollars ($
.> = $
I tern 2
150 L.F. - Remove Concrete Curb and Gutter,
MnDOT 2104, price per Lineal Foot @
. ". Dollars ($
= $
ItflLl
100 S. F. - Remove Concrete Dr iveway,
MnDOT 2104, price per Square Foot @
Dollars ($
= $
It~
400 S.F. - Remove Sidewalk, MnOOT 2104,
pr ice per Sque re Foot @
Dol I ars ($
) = $
Item 5
125 S.Y. - Remove Bituminous Boulevard,
MnDOT Specification 2104, price per Square
Yard @
. Dollars ($
= $
ItenL.Q.
375 S.Y. - Remove Bituminous Pavement,
MnDOT2104, price per Square Yard @
_ Do I I ars ($
= $
I tern 7
1,500 C.Y. - Common Excavation, MnDOT 2105,
price per Cubic Yard @
Dol I ars ($
= $
I +em...B.
600 C.Y. - Granular Borrow (LV), MnDOT
2105, price per Cubic Yard @
Dollars ($
= $
Proposa I
00300-2
9217
ITem 9
100 C.Y. - Topsoil Borrow (LV),
MnDOT 2105, price per Cubic Yerd @
Dol I ars ($ = $
J.Dm lO.
5 C.Y. - Crushed Rock Foundation (LV),
price per Cubic Yard @
Dol I ars ($ = $
.J..tiIn 1 t
1 ,550 Tons - Aggregate Base, CI ass 5, 100%
Crushed, MnOOT 3138, pr Ice per Ton @
Dol I ars <$ ) = $
ITem 12
20 Tons - B i turn I nous Mater t al for Mt xture,
MnOOT 2332, pr I ce per Ton @
Dollars ($ ) = $
I TfJ)'l 1l
205 Tons - B t nder Course Mixture, MnDOT 2332,
pr ice per Ton @
. Dollars <$ = $
.1.:l:iln 1 4
205 Tons -. Base Course MI xture, MnOOT 2332.
r- pr ice per Ton @
Dollars ($ = $
Item 15
13 Tons - B i turn i nous Mater I al for Mixture
MnDOT 2341, pr I ce per Ton @
Dol I ars ($ = $
Item 1Q
205 Tons - Wearing Course Mi xture MnOOT
2341, price per Ton @
Doll ars ($ ) = $
I tern 11
175 Gal. - Bituminous Material for Tack
Coat, MnDOT 2357, pr Ice per Gallon @
Doll ars ($ ) = $
Proposal
00300-3
9217
ITem 18
42 L. F. - 1 2" RcP CI ass 5, MnOOT 2503,
price per Lineal Foot @
Dollars ($
) = $
I TfMl 1 2-
82 L. F. - 1 5" RCP cl ass 5, MnOOT 2503,
price per Lineal Foot @
Dollars ($
= $
Itern 20
1 L.S. - Connect to Existing Storm
Sewer, MnOOT 2503, pr Ice per Lump Sum @
Dollars ($
= $
r
Item 21
1 L.S. - Connect to ExIsting Watermain,
price per Lump Sum @
Do I I ar s ( $
= $
I tfJlIL.2Z
1 Each - 6" MJ Hub Hydr ant, 8 '-6" Bury,
complete In place, price per Each @
Dol I ars ($
= $
Item 23
4 Each - 6" Resl I ient Seat Gate Val ve and
Box, complete in place, price per Each @
, Do I I ar s ($
= $
I tern 24
170 L. F. - 6" DI P CI ass 52 Watermain,
8' -0" M t n I mum Cover be 1011 Proposed Grade,
complete In place, price per Lineal Foot @
. Do I I ars ($
= $
I tenL2.2
425 Lbs. - MJCIP Fittings, complete in
place Including reaction backing as
deta i I ed, pr I ce per Pound @
_ Do I I ars ($
= $
Item 26
1 Each - Construct Manholes, 0-10'
Des I gn F, MnOOT 2506, pr ice per Each @
Do I I a r s ($
= $
Proposal
00300-4
9217
ITem 27
2 Each - Construct Catch Basins, Design G,
MnDOT 2506, pr Ice per Each @
Dol I ars <$
= $
I tem..Z.6.
4.6 L.F. - Extra Depth of Manhole over
10' Depth, MnDOT2506, price per LIneal Foot @
Dollars <$
= $
I tern 29
1,850 S.F. - 4" Concrete Walk, MnDOT 2521,
price per Square Foot @
Do I I ars < $
= $
J..:bIn '3 0
660 L. F. - Concrete Curb and Gutter,
Desl gn 8618, MnDOT 2531, pr I ce per Lineal
Foot @
. Dollars <$
= $
I tern 3l
0.1 Acres - RoadsIde SeedIng, MnDOT 2575,
pr ice per Acre @
,Dollars <$
= $
I tfJlL.lZ
5 Lbs. - Seed, MI xture No.5, MnOOT
257 5, pr I ce per Pound @
. Dollars ($
= $
I tenU.;S.
750 S. Y. - Sodding, MnDOT 2575, price
per Square Yard @
Dollars <$
) = $
I tern ~.!
0.2 Tons - Mu I ch Mater i al Type 1, MnDOT
257 5, pr ice pe r To n @
Dol I ars ($
= $
Proposa I
00300-5
9217
I+~
50 Lbs. - commerci al Fertl I izer, 1 0-1 0-1 0,
MnDOT 257 5, pr t ce per Pound @
Dollars ($
TOTAL BID
-
Proposal
00300-6
) = s
$
9217
The quantities stated hereinbefore are approximaTe only. Payment wil I be
made for the quantities of work ordered and actually Installed complete.
We agree that the City of Prior Lake, Minnesota, Intends to award al I of
the work shown In the Proposal to one responsible bidder in the best
Interest of the City.
The City reserves the right to reject any or al I bids, to waIve any
informal ities In any bId, and to omIt any part of the above work.
Accompanying this proposal Is the required bid security, the same being
subject to forfeiture according to the Minnesota Statutes in the event of
default by the undersigned.
--
We have examIned the site of the work and are acqua I nted with all
conditions affecting the construction of the work.
Where there appears a dIscrepancy between the written words and numerals in
a unit price bid, the CIty reserves the right to accept and gIve effect to
the words or numerals In the unIt prIce bid which correspond and harmonize
wIth the extensIon of the particular item, and to disregard the words or
numerals which do not correspond and harmonize wIth the extensIon of the
particul ar Item. If neither the written words nor the numeral s In the unIt
price bid correspond and harmonize wIth the extension of that partIcular
item, the written words In the unIt price bid shal I govern.
AI I addenda shal I become a part of the bid and shal I be submitted with the
bid. The CONTRACTOR shall I nsert addenda numbers I n the space where
indicated I n the Proposal Form. The CONTRACTOR shal I al so compl ete the
attached Subcontractors and equipment lists.
We agree that If this proposal Is accepted, we will execute a contract In
the form attached to the specifications and wll I furnish a bond in the ful I
amount of the contract and in the form attached to the specifIcations.
If we are awarded the contract, we wll I furnish materIals and construct the
work as described In ArtIcle SP-14.8, Specified Complp.tlQn Dat~ in the
Special ProvisIons, Section 01010.
N01E: If we are awarded the contract, we wll I perform the work using the
equipment I isted on the fol lowIng page.
Respectfully submitted,
Fl rm Name
Signed by
Address of
B i dcler
Proposa I
00300-7
9217
We shal I use the fol lowing equipment If the contract is awarded to us:
Equ I pmenT
Manufacturer's
N~
~del
~
~
~f Eakh
Motor Grader
- Front End Loader
Trucks
Paver
Pneumatl c Rol I er
Steel Wheel Roller
Curb Machine
Backhoe
Earth Mover
Other
Proposa I
00300-8
9217
-
We shall use the fOllow' ng Subcontractors 'f the contract is awarded to us:
~nt~r' s ~ Type of Construction
Proposal
00300-9
9217
-
IXXlJMENr 0050jl.
~ u!&4 OF CDtl.1'RAC1' JXXIlMENl'S
'!HIS AG!b:.uelI' made as of the day of in the year Nineteen
Hundred and Eighty- by and between
, hereinafter called the CDNl'RAL.LV.t<, and
,
hereinafter called the amER.
WI'lNESSE'IH, that the CDlv.L"MeroR am the CMNER for the consideration hereinafter
named agree as follows:
ARTI~ 1. 'Ibe CD1'4.LN\L;J.vJ( agrees to provide all the Materials, equipnent arx}
labor necessary for the (M,ftilete construction of all the Work shown on the
Drawings and described in the Specifications prepared by the City of Prior Lake
Engineering Deparbnent, for
and to do everything required by the Specifications and the Drawings, and the
Contract Doclll\ents, which were previously furnished to the CDNrRAL.Lut< and
receipted by the CX>N:mA\...L\J!{.
ARI'IQ.,E 2. The CINl'RAC1'OR agrees that the Work contemplated by these Contract
Docunents shall be entirely CMI1~leted on or before
ARTICLE 3. The Cl4NER agrees to pay the <DN'J."Rh.:J.Vt( in cur rent funds for the
performance of these Contract Doc\JIlents the S\ltl of ,
Dollars ($ )
subject to the additions and deductions as prOlided for in the Specifications
and to make payments on account of the Contract Docunents as prcwided for in the
Specif ications, except as hereinafter stated:
ARTICLE 4. The lu~.LV1< and the Cl4NER agree that the Specifications and the
Drawings, together with this Agreement, form the contract arx} that such
Specifications and Drawings are as fully a part of the contract as if attached
or herein repeated. The CIHl'RAC1'OR and the Cl4NER agree that the following is a
c\Au~lete list of the Drawings and Specifications:
The CD1'4J.M\.:.1V.K and the CliNER for themselves, their successors, executors,
aaninistrators and assigns hereby agree to the full performance of the covenants
herein contained.
IN WJ...u-msB WhJ:.iKl:,ur. they have hereunto set their hands and seals the day and year
first above written.
In the presence of:
(l)h.1~l:.1v}(
By
Its
(Corporate Seal, if any) By
Its
City of Prior Lake (CliNER)
By
Mayor
By
City Manager
DOOJMENT 00610
fORM QF PAYMENT BOND
KN()/ ALL tEN: That we
hereinafter eel led the Principal, and
and
hereInafter cal led the Surety, or Sureties, are held and firmly bound unto
hereinafter cal led the OWNERs, and to such persons, firms and corporatIons
who may furnIsh materials for, or perform labor on the work, buildIng or
improvements, contemplated In the contract hereinafter mentIoned, In the
sum of
Dollars ($
for the payment whereof the PrIncIpal and Surety, or Sureties, bind
themselves, their heirs, executors, administrators, successors and assigns,
JoIntly and severally, fIrmly by these presents:
WHEREAS, the PrIncipal has by means of a written agreement dated
entered into a contract with the OWNER for
a copy of wh i ch Agreement is by reference made a part hereof.
NOW, THEREFORE, the conditions of this obi igatlon are such that if the
Principal shall faithfully perform the Contract on his part, and satisfy
al I cl alms and demands Incurred for the same and shal I fully Indemnify and
save harml ess the OWNER from all costs and damage wh I ch he may suf fer by
reason of fall ure so to do and shall fully reimburse and repay the OWNER
all outl ay and expense whIch the OWNER may Incur in mak i ng good any such
default and shall promptly make payment TO all persons supplying labor or
material for use In the prosecution of the work provided for in such
contract, then this obligation shall be null and voId; otherwIse It shall
remain in ful I force and effect.
00610-1
9217
AND PROV IDEO, that any al teratlons whIch may be made In the terms of the
Contract, or in the work to be done under it, or the giving by the OWNER of
any extension of time for the performance of The Contract, or any other
forebearance on the part of eIther the OWNER or the Prlnei pal to the other
shall not in any way release the Principal and the Surety, or SuretIes, or
eIther or any of them, theIr heIrs, executors, admInIstrators, successors
or assIgns from theIr liabilIty hereunder, notIce to Sure1y, or SuretIes,
of any such alteration, extensIon or forebearanoe beIng hereby waIved.
This bond Is made for the use and benefIt of al I persons, firms and
corporatIons who may furnish any materIal or perform any labor for or on
account of sa i d work, bu i I ding or improvements and they and each of them
are hereby made Obi igees hereunder the same as if the I r ow n proper names
were wr itten herel n as such, and they and each of them may sue herel n.
Signed and Sealed this
day of
, 19
I n the presence of:
)
)
)
( SEAL )
as to
)
)
)
( SEAL )
as to
)
)
)
( SEAL )
as to
COuntersIgned
by
Attorney- in-fact
00610-2
9217
DoruMENT 00620
FORM OF PERFORMANCE BOND
KN()/ ALL tEN BY THESE PRESENTS that
(Here insert the name and address or legal tItle of the CONTRACTOR)
as PrIncipal, hereinefter cal led CONTRACTOR, and
(Here insert the legal title of Surety)
as Surety, hereInafter cal led Surety, are held and firmly bound unto
(Here Insert the neme and address or legal title of the OWNER)
. as Obi Igee, hereInafter called OWNER, in the amount of
_ Dollars ($ )
for the payment hereof CONTRACTOR and Surety bInd themselves, theIr heIrs,
executors, admInIstrators, successors end assigns, JoIntly end severelly,
firm I y by these pr ese nts.
WHEREAS, CONTRACTOR has by written agreement, dated
entered Into a Contract wIth OWNER for
, 1 9
(Here Insert ful I name and title)
which Contract is by reference made a part hereof, and is hereinafter
referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, If
CONTRACTOR shal I promptly and faIthfully perform said Contract, then this
obligation shall be null and void; otherwise It shall remain In ful f force
and ef fect.
a. The Surety hereby waives notice of any alteration or extension of time
made by the OWNER.
b. Whenever OONTRACTOR shall be, and decl ared by ()I NER to be t n def au It
under the Contract, the OWNER hav ing performed OWNER's obi igations
thereunder, the Surety may promptl y remedy the defaul t, or shall
promptly:
1. Complete the Contract in accordance wIth its terms and
conditIons, or
00620-1
9217
-
2.
Obtain a bid or bids for submission to OWNER for completing the
ConTract in accordance with iTS terms and conditions, and upon
determination by OWNER and Surety of the lowest responsi bl e
bI dder, arrange for a contract beiween such bIdder and OWNER,
and make available as work progresses (even though there should
be a default or a successIon of defaults under the contract or
contracts of compleTion arranged under tht~ paragraph)
sufficient funds to pay the cost of completIon less the balance
of the Contract prIce; but not exceedIng, Including other costs
and damages for which the Surety may be I iable hereunder, the
amount set forth in the first paragraph hereof. The term
"balance of the Contract price" as used in this paragraph, shall
mean the total amount payable by OWNER to CONTRACTOR under the
Contract and any amendments thereto, less the amount properly
pa I d by OW NER to CX>NTRACTOR.
c. Any suit under this bond must be InstItuted before the expiratIon of
two (2) years fran the date on which f Inalpayment under the Contract
falls due.
d. No right of action shal I accrue on this bond to or for the use of any
person or corporatIon other than the OWNER named herein or the heIrs,
executors, adm Inl strators, or successors of OWNER.
In the presence of:
(
( Pr I nc i pa I
(
(
Title
A. D. 19
( SEAL )
SIGNED AND SEALED th Is
. day of
WItness
Witness
(
(Surety
(
(
TItle
( SEAl )
Q::>unterslgned
by
Attorney-In-fact
00620-2
9217
-
STANDARD
G~.tBAL CONDmONS
OF TIiE
CON~lKUL;110N CONTRAt.;T
Prepared by
Engineers' Joint Contract Documents Committee
NATICNAl
~C(:Erv 8F
PQCH\):CNAl
fNCiNH il'l
'JvtlOtD '...
-
,
"
-
No. 1910.1 (1913 Edition)
and
Issued and Published Jointly By
PROFESSIONAL ENGINEERS IN PRIVATE PRAl.!ICE
A prtICI;c~ dlWsitM of 1M
NAnONAL SOCk. 1 {OF PROFESSIONAL ENGINEERS
~c.adCAN CONSULnNG ENGINEERS COUNCIL
AMERICAN SOCh:.! ( OF CIVIL ENGINEERS
CON~ 1 J<.U\. I ION SPECIFlCA nONS IN-.) III U I Co
This document .bas been approved and eadoned by
n. AssocWedo-Je~or ~
TABLE OF CO~ teNTS OF GENERAL CONDI t tONS
AnicJ~
NIUIIH, nt/~
PII'~
DEFlNmONS ...................................................... 7
2 PRELIMINARY IlIA 11 c.aS ........................................ 8
3 CONTRACf DOCUMENTS:
Il-t Il:.l.lIT, AMENDINO AND REUSE........... .............. ...... 9
4 AVAILABILITY OF LANDS; PHYSICAL CONDmONS;
REFERENCE POINTS .............................................. 10
, BONDSANDINStJRANCE ........................................ 11
6 CONTRACTOR'S RESPONSlBlLu 11:.5 ............................ 14
7 arIIER WORK ..................................................... 18
8 OWNEll.S RESPONSIBIL& lId .................................... 19
9 ENGINEER.S STATUS DURDKi CON.) U~,U'-IION .............. 19
10 CHANGES IN nil! WORK . .......... ........ .... ......... ......... 21
11 CHANGE OF CONTRACt' PRICE .................................. 21
12 CHANGE OF CO}lle ! aACT nME ................................... 24
13 W ARJL\NTY AND GUALUt 1 J:,~; 1"E.) I,) AND
lNSP&..a IONS; CORRE", liON . REMOVAL OR
ACeBPI' ANCE OF DEF&-ll IE WORK ........................... 24
14 PAYMENTS TO CONTRAcroR AND COMPL.c:.llON ............ 26
" SU')I"I:JfSION OF WORK AND TERMINA nON .................. 29
16 ARBI! AA nON ..................................................... 31
17 MISCELLANEOUS. . . .. ..... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . 32
3
Givins Notice ......................................... 17.1
Guarantee of Work-by Contractor................... 13.1
Indemnification . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.30-6.32. 7.5
Inspection. Final .................................... 14.11
Inspection. Tests and ................................. 13.3
Insurance. Bonds aad-ia pneral ~... . . . . . . ~ . . . . . . . . . . .. 5
Insurance. Certific:aIea of ........................... 2.7. 5
Insuraac:e---completed operalions ...................... 5.3
Insurance. COntractor's Liability ...................... 5.3
Insurance. Concractual Liability ....................... 5.4
Insurance. Owner's Liability .......................... 5.5
1nsuraIIcc. Propeny .............................. 5.6-5.13
Insurance-Waiver of Rilhts ......................... 5.11
Intent of Contract Documents ................... 3.3,9.14
Interpretations and Clarifications ...................... 9.4
Invesr1ptions of physical conditions ................... 4.2
l..abor. Materials aIId Equiplneat ..... . . . . . . . . . . . .. 6.3-6.$
Laws and RepIat.ions.-.dftaition or ...................... I
Laws and ReaJ"~Jioas aen .IuIJ ....................... 6.14
Liability ~'s ..................... 5.3
Liability IftSUr'aIICe-Owa's ....... .................. 5.5
~fiai~of .....................,.......... 14~
Limitations 011 EftIineer's
Responsibilities ..................... 6.6.9.11.9.13-9.16
Materials and equi~ by CoatnM:cor .... 6.3
Materials and equipmeat-not
inc:or1xxated in Work .............................. 14~
Materials 01' equipDlll equivalellt. . . . . . . . . . . . . . . . . .. 6.7
Miscellalleous ProviIioas .............................,. 17
~~~~ ...................................7
Notice. Givina of ................................... .., 17.1
Nodce of Ac:cep&abiIity of Projecc .....:.... . . . . . . . . .. 14.13
NCJCice of Award ~1IiticMt of .......................... I
Notice to Proceed-definition of ......................... I
Notice to P... ......J-siviq of .......................... 2.3
UOr-Equal"ltems .....................................6.7
Other contracton ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
Other work .............................................. 7
Ovenillle Work prohibition of ........................ 6.3
Owncr--deftnition of .................................... 1
Owner May CIl#"" . .... lHf<<tiv, Work ................. 13.14
Owner May Stop Work .............................. 13.10
Owner May Suspend Work. Terminate .......... 1~.1-15.4
Owner's Duty to Execute Chanae Orders ............. 11.8
Owner's Liability Insurance ........................... 5.5
Owner's Representative-Enpneer to serve as ........ 9.1
Owner's Responsibilities-in aeneral .................... 8
Owner's Se,arate Represenwive at site............... 9.3
Panial Utilization .................................. 14.10
Partial Utilization-definition of ......................... 1
Panial Utilization-Propeny Insurance ............... 5.15
Patent Fees and Royalties ............................ 6.12
Payments. Recommendation of ........... 14.4-14.7. 14.13
Payments to Contrac:tor-in pncral .................... 14
Payments to Contractor-when due ........... 14.4. 14.13
Payments to Contractor-withholdina ................ 14.7
Performance and other Bonds ..................... 5.1-5.2
p ,...." its . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.13
PIlysica1 Conditions ........ . . . . . . . . . . . . . . . . . . . . . . . . . .. 4.2
Physical Conditions-Eqineer's review............. 4.2.4
Physical Conditions-existiDa SU'UCtUm ............. 4.2.2
Pbysic:al Conditions-exploradoas and reportS ....... 4.2.1
Pbylica1 CoDdition......possible document chaIIp ..... 4.2.~
Physical Conditionl-pric:e and time aIljustments .... 4.2.5
Pbysical Conditioas-report of dift'eriq ............. 4.2.3
Pbysical Coaditions-UnderpouncI facililies .......... 4.3
PrecoIastructio COGfere0C6 ...... . . . . . . . . . . . . . . . . . . . .. 2.8
Pre~ ~ .....................................2
Premises. Use of ................................ 6.16-6.18
Price. Chaap of Contract .............................. 11
Price-COlltl'llCS-Clefillitioa of ............................ 1
Propess Paymeat. Applications for . .. . ... .. . . . . . . . . .. 14.2
Propess Pa~ ... ........ ...... ..... ... 14.2
Propess schedule ............... 2.6.2.9.6.6.6.29, 15.2.6
Proiec"--deftnitioa of .................................... 1
Project ItepreuawioD-provilioD for ................. 9.3
PIvj.,..~ ..........tatiYe. I..idea......aition of .......... 1
Project. StartiDa tile ................................... 2.4
~~ ............................... 5.~5.13
Property IasuraDce-Pania Utili~ ............... 5.15
Property ~~ReeeiPt aad AppIicaboa
of~ ................................... 5.12-5.13
Protec:tioa. Safety _ ........................... 6.20-6.21
Puacb list ........................................... 14.11
I.KO-_M..uw. ofPaymnt .................. 14.4. 14.13
~~ ...................................6.19
Wereace PoiIIlI ...................................... ..4
........, Laws.. ............................... 6.14
~~ ~ Work .................. ........... 9.6
It.eIIlIed Work . Site ... . . . . . . . . . . . . . . . . . . . . . . . . . .. 7.1-7.3
a.medies NotExc:lusive ............................. 17.4
Removal or C.I"'. ..dioa of D~f<<tiv, Work ........... 13.11
Resident Proj...~ a... I., ...ntative-definition of ........... 1
Resident Projecc Represenwive-provision for ........ 9.3
Responaibilkies. Contractor.......ot pneral ............... 6
Responsibilities, Eqineer' t-in aeneraJ ................. 9
Respoasibilities. OwDer's-In aeneral .................... 8
Retainaae .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 14.2
Retase of DocUlllelltS .................................. 3.5
RiPts of Way ......................................... 4.1
Royalties, Patent Pees and ........................... 6.12
Safety and Protection . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.20-6.21
Samples ......................................... 6.23-6.28
ScbeduIe of propess ........ 2.6. 2.8-2.9. 6.6. 6.29. 15.2.6
Schedule of Shop Drawi...
submissions ...................... 2.6. 2.8-2.9. 6.23. 14.1
Schedule of values ...................... 2.6. 2.~2.9. 14.1
~. pr~ ..................................2.9
Shop Drawinp and Samples ..................... 6.23-6.28
Shop Drawinp...deftnition of ............................ 1
Shop Drawillp. use to approve
substitutions ...................................... 6.7.3
5
GENERAL CONDITIONS
ARTICLE I-DEFINITIONS
Wherever used in these General Conditions or in the other
Contract Documents the followina t,,,,,,,,,.." have the mcaninp
indicated which are applicable to both the sinpial' and plural
thereof:
Add~lIda-Wrinen or Jl'lPhic instruments issued prior to the
openina of Bids which clarify. co." ..~ or cbanae the biddina
documents or the Contract Documents.
A,'~~m~lIt-Tbe written -." ...,,,,,,,ent between OWNER and
CONTRACTOR coverina the Work to be . ",.fDl'llled: other
Contract Documents are attICbed to the Apeement and made
a pan thereof as provided therein.
Application for Paym~1II- The form accepted by ENGI-
NEER which is to be'used by CONTRACTOR in requestina
proaress or final pay... aad whicb is to include such $Up-
poniftI cIocumenwioa as is required bytbe COIUI'Id
Documents.
Bi4I- The offer or proposal of lbc bidder submicted Oft tile
prescribed form seniJII fonb tile pric:es for the Work to be
,. "u lormed.
SolIdi-Bid. perfonnanc:e and paynat bonds aad other
instruments or $... .'1." ,;,ty .
CJuut,. OrWr-A ciocuDlCDt nIc:O............ by ENGINEER..
wbich is siped by CONTRA\. 1 va aad OWNERIIId auth0-
rizes an IdcIition. deIetioD or nMIiOD ill die Work. or an
Id,iuItaII8t in die c:c.r.. Price artbec:c.r.. 1_.__
011 or after the Elfective,Date ~ die ~.
COlltract Doc""'e'lIt.t- The A,reement. Addenda (which per-
tain to the Contnct DocumentS). CONTRA'-l v,R.s Bid
(inc:Judina doc:umentalioD ~ die Bid and any post-
BieI documeawion subIIIiaed prior to tile NOlice of Award)
wbell attIChed as an exhibit to tile Apeealent. die Bonds.
these General Conditions. the Supplementary Condidons. tbc
Speciftca&ions and the Drawi.... as the .... .... aaore spe-
c:ificaIIy identified in the Apeellleftt. toptber with all amend-
ments. 1D04i80tions and supplcmeatS iuued pursuant to
.......... 3.4 aad 3.5 011 or after the Eff".. ~.,ve Dale of the
Ap'eement.
Contract Pric.-The moneys payable by OWNER to CON-
TRACTOR uDder the Contract Documents IS staled in the
Apeemeat (subject to the provisions of panaraph 11.9.1 ill
the case of Unit Price Work).
COtII1'GCt TiIU-The number of days (computed as provided
in parapph 17.2) or the date swed in the A." ".anent for the
completion of the Work.
CONTRACTOR-The person. firm or corporation with whom
OWNER bas entered iato the Av, . .meat.
d~f~ctivt-An adjective which when modifyina the word Work
refen to Work that is unsatisfactory. faulty or deficient. or
does not conform to the Contnu:t Documents. or does not
meet the requirements of any inspection. reference standard.
test or approval referred to .in the Contract Documents. or
has been damapcl prior to ENGINEER's recommendation
offiaal paymellt (unless rapoasibility for the prot..... thereof
has been usumed by OWNEll at S~bltaIltial Completion in
accordance witb parapaph 14.8 or 14.10).
Dnlwin,J- The drawinp which show the c:haracter and scope
of the Work to be performed and which have been prepared
or approved by ENGINEER and are me" I' . J to in the Con-
tract Documents.
EJfe'ctiv~ DGte' of the' A,n~m~lIt- The date indicated in the
Ap'eem.e1U 011 which it becomes ettcctive. but if no such date
is indkated it means the dale 011 which the Apeement is
siped and delivered by the last of the two parties to sian and
deliver.
ENGINEER-The penoa.lnnorc:orporadon named as such
in the Aarec.....
'wid OrUr-A written order issued by ENGINEER whicb
orders IIIiaor ~ 111 in die Work in ...........JUIce with para-
II'IPb 9-' but whic:b does not inYOlve a c.... in the Contract
Price or tbe Coatnct 1....
(dJWrGl R~IJW"'.t-Sections of Division 1 of the S. .. .,:-
r.ca.ioaI.
Lizw6 G1UI R~,ultuioIu; L/lw6 or Re'guIGtiou-Laws. rules.
,..,It.... oro..,.~, codes aadJor orden.
NotIc~ of Aw4lld-The written IIOCice by OWNER to the
...... .., .uftII bidder ..... dial upon c:oBapIiaac:t by
die."... MCCatful bidder wida me coaditions .'" ...-dent
eIIUIDeI'I&ecI therein. wicbin me time speciftecI. OWNER will
sian and deliver the Apecment.
N<<ic~ to ProcHd-A written notic:e liven by OWNER to
CONTRACI"OR (with a copy to ENGINEER) ftxina the date
on which the Contract n.. will c:ommenc:e to run and on
whicb CONTRACTOR sball start to .. ""lorm CONTRAC-
TOR.S obIipdons under the Contract Documents.
OWNER-The public: body or authority. corporation. asso-
c:ia&ion. firm or penon with whom CONTRACTOR has entered
into the A.. .. .ment and for whom the Work is to be provided.
PanitIJ UtUiZQti__PIacina a portion of the Work in service
for tbe purpoIe for which it is ilUeDded (or a related purpose)
before racIIiaa Sublrandal CoInpIetion for all me Work.
Proje'cl- The total CODStrUCtion of which the Work to be
provided under the Coatnct Doc:wnems may be the whole.
or a part as. indicated elsewhere in the Contract Documents.
Re'6i4e'lIt Proj,ct R'pn6e'lItGtiv.- The authorized. .,.," ..sen-
wive of ENOINEER who is assipedto tile site or any pan
lb."", ...f.
7
thereon and all applicable field measurements. CONTRAC.
TOR shall promptly ........1 in 'Nritina to ENGINEER. any
c:onftict. ~..lO. or dis.,... ancy which COt-. l...ACTOR may
discover and shall obtain a written iat.... .wion or c:larift.
c:ation from ENGINEER before proceedilll with any Work
affected thereby; however. CONTRA\..l'uR shall not be lia-
ble to OWNER. or ENGINEER for failUN 10 report any
conflict. ~u... or discrepucy in me ContrICt Documeats.
unless CONTRAC1'OR.......... knowIedp thereof or should
reasonably bave kDown thereof.
2.6. Within teD days after the Ell'ective Date fAtbe AIJ'ee-
ment (unless otherwise specified ill the General Require-
ments). COt-. 1 AACTOR sbal1 submit to ENGINEER for
review:
2.6.1. aa estimated prosres.a scbedule iadic:atina the
staniaa aad completion dates ~ tile various ..... of Cbe
Wort:
2.6.2. a pretimiaary scbedule ofSbop Drawina sub-
1IIissioaa; and
2.6.3. a pr*IitniflM'Y lCbedule ~ vUIes for all of the
Work wbich will iaclude ...... aad prices of __
.......... me CODCrICt Price... willlUbdividl die Work
iDto COIIIpOI...t I*U ia suftleieat detail to serve .. the
basis for PR4a~ ..,.... cIuriaI"COIIItnIdioe. Such
prices will iad1Ide aa appropriate aIDOUIIC ofovem.d aacl
pro8t appJicabIe to each item at Work which will be c0n-
firmed ill writina by COt. 1 M\.l uR at tile a. of sub-
lllislioD.
2.7. Before aay Work It die lite is.-ned. CO~laAC-
TOR sbaII deIiYer to Owt-..c.a. willa a CopJ to EMGINEEIl.
~.. (aad otbIr r.ide8ce fIl-.r- fI",I.'. by
OWNEI.) whicb CONT1tA\..luRis required topurrinT IDd
maintain ia ICCDdaace with ......apaw 5.3 ... 5.4. and
OWNER shall deliver 10 COPtlM'-1 vR ~ (and
other evidence or insurance requested by CONTRACTOR)
which OWNER is required 10 purcbaIe and maiWltaio in
accordance with parqrapIIs 5.6 aad 5.7.
PnaJIIIrIIaiM eMf....:
2.8. Within twenty clays after the Effective Date of tbe
Acree_Ill, but before CONTRAcroR saans me Work at
the site. a conference attended by CONTRA'-l vR. ENGI-
NEER and otbers as appropriate will be held to discuss the-
schedules rell.... ..d to in parapaph 2.6, 10 discuss procedures
for bandlina Shop Drawinp and other submittals and for
processina AppIicaIioDI for PaY-, aad lOallblisba worIcinI
unci..", .,..mna amona the parties as to the Work.
FI-'W. ~.....:
2.9. At least ten days before submission of the ftrst Appli-
cation for Payment a c:oDference attended by CONTRAC-
tOR. ENGINEER and 0Cben as appropI ia&e will be held to
finalize the schedules submitted in accordaace with para-
II1lpb 2.6. The finalized propss schedule will be acceptable
to ENGINEER as proviclinl anordcrly p. ..: _ .sion of the
Work to complction within the Contract Tune. but such
accepcanc:e will neither impose on ENGINEER responsibility
for the propess or schedulina of the Work nor relieve CON-
TR.A\..1 vR Cl'wal fun responsibility therefor. The finalized
schedule of Shop Drawiq submissions win be acceptable to
ENGINEER as providinl a workable arranacment for pro-
ceuina the submissions. The ftnaIized schedule of values will
be acceptable to ENGINEER as to form and substance.
ARTICLE 3-CONTRACT DOCUMENTS: INTENT.
AMENDING. REUSE
1..-:
3.1. The Coatnct Documents comprise the entire qree-
IDeIlt betweeD OWNER and CONTRACTOR conceminl the
Work. The ConU'llCt Documents are complementary; what is
called for by one is as biacliq as if called for by all. The
CoDtnc:t DocwMats wiD be c:onstnacd in accordanoe with
the law of the place or the Project.
3.2. It is the iateal of the ContnIct Documents to desc:ribe
a func:tioaaIIy complete Pi-o.;ec:t (or part thereof) to be con-
S1iucted in ~ witb the Contract Documents. Any
Work. .-iIIs or.......... dial may reasonably be wi.." ..d
f'rvaa die Conll'aCt Docwnents as beiaa required to produce
the intended result will be supplied whether or not specifically
called for. Wbea words which bave a weB-known technical
or tnde ......... are ..... 10 describe Work. materials or
....... such words sbaII be interpreted in ac:cordance with
that ...~ Refereac:e 10 I&alIdaI'd speciIc:ations. manuals
oreodaolaay tecllnk,l society. ~~orusociation.
or to die Laws Oft R...~ olaay aov............ authority.
whether sucb "'acc be speciftc or by implication. shall
__ the latest staDdant speciflcalion. manual. code or Laws
or RepIations in effect at the time of openinl of Bids (or. on
the Effective Dale of the Apeement if there were no Bids).
except as may be otherwise speciftc:ally stated. However. no
proviIioa of uy referenr;ed standard I!. . .:Jication. manual
or code (whether or not S,I' . .,:Jic:ally incorporated by reference
in tbe Concract Documenta) shall be eft'ective to chanp the
duties aad responsibilities of OWNER. CONTRACTOR or
ENGINEER. or any of their consultants. apnts or employ-
_Iraaa tboae _ fortb ia die Contract OoaIInents~ nor shall
it be effective 10 assip 10 ENGINEER. or any of ENGI-
NEER' 5 consultants. apnts or employees. any duty or
authority to sUr .,. 1ise or direct the fumishiDI or performance
of the Work or any duty or authority to undertake responsi-
bility contrary to the provisions of parqraph 9.15 or 9.16.
C1arific:ations and int..",..! .lations of the Contract Documents
UaIl be issued by ENGINEER as provided in parqraph 9.4.
3.3. If. durina the performance of the Work. CONTRAC-
TOR finds a conftict. ~....!. or dis.... ...,..nc:y in the Contract
Documents. CONTRACTOR shall so. lOr . . to ENGINEER
in writina. once _ before proceedinl wich dae Work affected
thereby shall obtain a written interpretation or clarification
9
4.2.4. ENGIN.fER's Rtvitw: ENGINEER will
promptly review the pcninentconditions. determine the
necessity of obwnina additional explorations or tests with
res.. ....., th.... ...j) and advise OWNER in writina (with a copy
to CONTRACTOR) of ENGINEER's ftndinp and con-
clusions.
4.2.5. Possiblt Doculllt", Chllll,t: If ENGINEER
concludes that there is a material error in the ConU'Kt
Documents or that l ....j.use of newly dilCO\. .."..d condi.
tions a chanae in the Contract Documents is required, a
Work Directive Chanp or a Chanp Order will be issued
as provided in Article 10 to reftect and doc:umeDt the
consequences of the inac:curacy or difference.
4.2.6. Possiblt hiet aIId n",t AdjlUtmtlUs: In each
such case. an increase or dec:reue in the Contract Price
or an extension or sbortenina of the Contract Time, or any
combination tbereof, will be allowable to the extent that
they are attributable to any such ina............cy or dift'4.", ...'''''=.
If OWNER and CONTRACI'OR are.... to &pee as to
the amouat or Ienatb tbereo€, . claim nay be IIIIde therefor
as provided in Anic:Ies 11 and 12.
plqat:tJl C~ _ U~.' UIII ,.....:
4.3.1. Sltow" or INlicGtttl: The iafOl"lllalioD and data
shown or indic:ated in tbe Coaua_ l)ftcJ~. with respect
to existiq UnderpoUDd facilities at or COfttipous to me
site is baaedoa infonnatioD and daaafomisbed toOW'NER
or ENGINEER by the owners of such Undeqrouad facil-
ities or by otbers. U.... it ii otberwiIe expreuly pr0-
vided in the SuppIe_....., CoadiUoaI:
4.3.1.1. OWNEllIDd INOINEEIl .... .. ..
rapoasibIe for .. .....-:y or ~.. ... ~ aay
sucb iafonDaIioa or cilia; lad.
4.3.1.2. CONTRA\..!uR sbaII have fun resp0nsi-
bility for reviewina and c:bec:kina all such informadon
aDd da&a. for locabna all Undeqrouad facilities shown
or indicated in the Coanct Doc:wneats, for c:oordiaa-
tioa oldie Work with the owaers of such U.....wad
fdities cIuriaa COIIIU'UCtion, for me safety lad pr0-
tection thereof U pIOvidecl in ...... 6.20 and
repairiDa any cIamap tbereto resultiDa from tile Work,
tile COlt of all of wbich will be CODIidered as haviDa
b . .. ,. iDcluded in the Contra..~ Pri....
4.3.2. Not Sltow" or INlicGttd. If an Undeqround
Facility is UIICOV... . J or revealed at or coatipous to the
site wbic:h was DOl shown or indicated in the ConUlCt
Documents and which CONTRACTOR could not reas0n-
ably have L ....,... expected to be aware of, CONTRACTOR
sball, promptly after becomina aware th .'" ...f and before
perfOl'lllinl any Work affected thereby (ex.......,l in an enter..
aency as permitted by parqrapb 6.22), identify the owner
of such U..... vund Facility and live written notice th.." ... t
to that owner and to OWNER and ENGINEER. ENGI-
NEER will prompdy review the Underpound facility to
determine the extent to which the Contract Documents
should be modified to reflect and document the conse-
quences ofthc existence of the Und..... ...und Facility, and
the Contract Doc:uments will be amended or supplemented
to the extent necessary. Durina sucb time, CONTRAC-
TOR shall be responsible for the safety and protection of
such Uncle... ...uncI facility as provided in parqraph 6.20.
CONTRACfOR shall be allowed an increase in the Con-
trac:t Price or an extension of the Contl'llCt Tame, or both,
to . the extent that they are attributable to the emteDCe of
any Undeqrouad Facility that was not shown or indicated
in the COIltI'Kt Documents and which CONTRACTOR
could not reasoaabIy bave been expected to be aware of.
Iftbe parties are unable to ... .... as to the amount or lenath
thereof, CO}\ie 1 !\ACTOR may make a claim therefor as
provided in Articles 11 and 12.
..~~ l'obIts:
4.4. OWNER shall provide ="-n.. .,..JlI surveys to estab-
lish reference poiats for COIISU'UCtion which in ENGINEER's
~lare neceuary lOeaable COli. & AACTOR to r i.i . ......j
with the Work. CONTRACTOR sball be responsible for lay-
ilia out the Work (ua1ess otherwise specified in the General
RequinnDeDta), sbaII protect and preserve the established
refen:ace poiats aad sbaIl make DO cbanps or relocations
wiIhoui die prior wriaeD approval of OWNER. CONTRAC-
TOR sbaII report to ENGINEER whenever any reference
poiat is lost or deslroyecl or requires relocation because of
lIKelsary eha., in pades or locations. and shall be respon-
sible for the ICC1II'ate repIacemeat or reloc:atioa of such ref.
ereace poiats by prOfeuioftaIIy qualifted personnel.
ARTICLE s-BONDS AND INSURANCE
I'~ IJJICW"" 0IIwr....:
5.1. CONTllA\.. ! vR sball fumish performaace and pay-
ment BondI. each in aD IIIDOUDt at least equal to the ContraCt
Price U security for the faitbfulr ... fOrmaacc and payment of
all CONTRACfOR's obIiptions under the ContrICt Docu-
ments. These Bonds sbaI1 remain in effect at least until one
year after the dale wbea final payment becomes due, except
as otberwise provided by Law or Reaulation or by the Con-
trICt Documents. CONTRAcroR shall also furnish such
other BoDda as are required by the Supplementary Condi-
tions. All Bonds shall be in the fonns prescribed by Law or
RquIation or by the ContnICt Documeats and be executed
by such sureties as are named in the cu", ",,".t list of "Com-
panies HoIcIina Certificates of Authority as Acceptable Sure-
tia Oft federal Bonds aDd u Accepcablc Reiasurinl Com-
panies" as pubIisbed in Circular 570 (ameDdeel) by the Audit
Staff Bureau of Accounts, U.S. Treasury Department. All
Bonds siped by an aaent must be accompanied by a c:enified
copy of the authority to act.
'.2. If the surety on any Bond furnished by CONTRAC-
TOR is declared . baaknapt or becomes insolvent or its riaht
to do business is terminated in any state where any pan of
11
5.8. All the policies of insurance (or the.....~es or
other evidence thereof) required to be purchased and main.
tained by OWNER in accordaDce with paraarapbs 5.6 and
'.7 will contain a provision or encIoncmeDt that the coveraac
afforded will DOt be ~ or.....y cbIapd <<renewal
refused until at least thirty days' prior written notice bas been
liven to CONTRACTOR by ceniIed IDIi1 and will coatain
waiver provisions in accordance with paraarapb 5.11.2.
5.9. OWNER sbaIl DOt be respoaaiblc for purchuina and
maiDWniDa any property iDsuraDce to protect the iaterests
of CONTRACl'OR. SubcoaIncton or 0Cbm iD tile Work to
the exteDt of allY deductible aIIIOU1ItI that are provided in the
Supplementary CoDditioas. The risk of Iou within the
deductible amount. will be bonae by CONTRACTOR. Sub-
contractor or othcn sutferiDa any such Iou and if any ortbem
wishes ..., . 'I' .." '.~ insuraace coverap witbiD the limits of such
amounts, each may purdaue aad main_ it at the pun:bas-
er's own expense.
5.10. If CONTRA'-lVR. requestS in writiaa tbal otber
special insuraacebe iIIIduded ill the ~openy iasunDcc p0l-
icy, omu:.&( sbaIl, if pouible. inc:Iude sucb iIIIurIace. ud
the cost tbereofwiU be cbaqecI to CONTRACI"OR by appr0-
priate Cbaaae Order or Written AmeDdlDeaLPrior to COlD-
m...""...".....enl or the work at the site. OWl'tu sball in writinI
advise CONTRACI'OR whether 01" not such ocher iMuraace
bas been proc:ured by OWNER.
w..... "'If"":
5.11.1. OWNER aDd CON'l'lA\..l.uR ..........
.... acb odIer for all__ .... dat-'r- cauted by
.y of tile perla coverecl by die poIicia 01 iIIIIII'IDce
pnMded ia .rwtpOIIIt to ..~.... 5.'''' 5.7"'"
odIIr property '-uTII"l1r -:-'110 tbI Wen. MIl..
waive III such ,.. .... die Sabc;a .1'IlCIOII. ENGI-
NEER. ENOINEER's COIIIUItants MId aD othlW pII'ties
named as iasureds in such poticies rOl" Ioua and cIamaps
so caused. As required by .......... 6.11. eacb subcon-
trKt between COp. 1 aACfOR .. a Subc:ontrKtOl' will
contain similar waiver provisioas by the Subc:onU'llCtOl' in
favor of OWN Elt, CONTRACI"OR. ENOINEER. ENOl-
~ cd.s coasuItantsaad.. ocberpanies ....... iDIureds.
None of the above waivers sbaII extend to the riIbts tbat
any of the insured parties may have to the proceeds of
iMuraace held by OWNER u trUStee or odIerwiIe ..y-
able under any policy so issued.
5.11.2. OWNER and COr-. lAACTOR intend that any
policies provided in respoftIe to ~ 5.6 and 5.7
sbalI proteCt all of the parties insured IDd provide primary
coverqe for a11losaes and cIamaaes caused by the perils
co,. ...... J tbereby. AccordinIlY. all such policies shall c0n-
tain provisions to the effect that in the event or payment
of any loss or damaae the illlUl"el' will have 110 rilhb of
recovery apillSt any of the parties ...... u iasureds or
additional iasureds, and if the iDSUIWS require separate
waiver forms to be siped by ENGINEER or ENGI-
NEER. s consuttant OWNER will obIaia the same, and if
such waiver furms are required of any SubcontraCtor.
CONTRACTOR will obtain the same.
I..,.. A"u-- of PrrJcfftb:
5.12. Any insured loss under the policies of insurance
required by parapapbs '.6 and '.7 will be adjusted with
OWNER and made payable to OWNER u trUstee for the
insureds. u their int.. '. _,:.s may appear, subject to the require-
ments ofaay applicable mortpp clause and of parqraph
5.13. OWNER shall deposit ina separace account any money
so received, and sbaII distribute it in ICcordaace with such
apeemeDt u the parties in interest may reacb. If no other
special qreement is reached the cIamapd Work shall be
repIIired or replaced. the aaoneys so received applied on
accouat tbereof and the Work and the COlt thereof covered
by aD APlHopIiaac Chanae Order or Written Amendment.
5.13. OWNER . trustee sbaU bave power to adjust and
sctde any Iou with tile iaIInrs uaIeu oae or the parties in
.... sbaII obje... iD wricina within Ifteea days after the
occ:urreace olloas to OWNER.s ex",.~... of this power. If
sucb objecboft be .... OWNER . U'UI&ee sbaIl make set.
tlcmeat with the iaaurws in ICCOI'daDce with such ap-eement
. tile pII'ties ill iatenst .., NICh. If required iD writina by
allY I*'lY in ....... Owt-.c..K . tI'UItee sball, upon the
occ:urreace 01 an insured loss. live bond for the proper per-
formeIa ~ IUCb cIutia.
4........ -iIAlJ::j J fI",
'.14. IfO~cA"'_ objecIioeto tbecovenp aftbrded
by or __ proviIioDI ~ die ...... required to be pur-
c:baIed lad ~ by CONTRACJ'OR in accordaDce
willa .......... ,.3 .... '..4. .... .. of its DOt coaapIyina
widl1be eo..:t n. rUB ly ~ OWND .... IKJdfy CON-
TRA\-l va ia writiaa tbereof widIia tea days 01 the date of
delivery of such....,...JIc:ales to OWNER in accordance with
.......... 2.7. If CONTRACTOR baa any obj.. "i~:Dn to the
coverap afforded by or ocher provisions of the policies of
insanDce required to be pun:based 8Dd IDIimained by OWNER
in accordaace with ~ 5.6 and 5.7 on the basis or
their DOt compIyiaa with the ContndDocumenb. CON.
TRA'-l vI. sbalIlIOCify OWNER in writina th.".. w t within ten
days of the date of delivery of sucb ,....:.Jicales to CON-
TRACTOR iD accordaace with paI'aII'apb 2.7. OWNER and
CONTRACTOR sbaII eac:b provide to the odIer such addi-
tional information in respe.t of insurance provided by each
u the other may reasonably request. Failure by OWNER or
CONTRACTOR to live any such notice of objection within
the time provided sbaIl coastitute acceptance of such insur-
ance purcbased by the odIer u comptyina with the Contract
Documents.
p.". V"'~ ~. ",.,.", Iant.! ....:
5.15. If OWNER ftnds it necessary to occupy or use a
portion or portions of the Work prior to Substantial Comple-
tion or all the Work. sUch .. or occupancy may be accom-
plished in a....... Jance with .......... 14.10; provided that no
13 '
royalty. All variations of the proposed substitute from that
specified will be identified in the application and available
maintenance. repair and replacement service will be indi-
cated. The application will also contain an itemized esti-
mate of all costs that will result dircc:t1y or indirec:t1y from
acceptance of such substitute. includinl costs of redesip
and claims of otber contrICtors affected by the resultiq
cbanp, all ofwbich sbaU be Gonsideredby ENGINEER
in evaluatiq the proposed substitute. ENGINEER may
require CONTRACTOR to furnish at CONTRACTOR's
expense additional daIa about the proposed substitute.
6.7.2. If a specific ....... mecbod. 1eCbaique, sequence
or procedure of COIIStN...~..n is indicated in or required by
the Contract Documents, CONTRACTOR may furnish or
utilize a substitute lIlCUII, method. sequence. teebaique
or procedure of COIIItrUdioa acceptable CO ENGINEER.
if CONTRACTOR submits ...... inforalllion to allow
ENGINEEIl to detenDiae Ibal tbe subscituIe propoMd is
equivalent to that iad~t" or. required by the Conn...
Documeau. The procedunfor review by ENGINEER
will be .... to dial ~idId in ........... 6.7.1 u applied
by ENGINEER aad u may be saapplaneatM in the Oea-
eral RequimDents.
6.7.3. ENGINEER will be allowed a raIOIIIIbIe ..
within wbicb to evaluate each propoMd subslilUte. ENGI-
NEER will be tbe sole JudII ~ ~, IIId _
substitute will be ordered, iasCaIIed or utilized without
ENGINEER's prior written ~epcanc:e wbicb will be evi-
deIICed by either . ChuP Order or III approved Shop
Drawina. OWNER. may require CONTltA\..1 vR to fur-
aiah at CONTRA\..IVR's U'pe8If. special perfonDlllCe
......... or otber surety willa rapect to I8Y tubldaaa.
ENOINc..c:.a will record .. requind by ENGINUI.
... ENQUl.GCA'S 'CMI__~~ iD~ sub....
propoMd by CO"IM\..IUR" ia...... ~~'TI ia
me Contract Doev__ ~ tb&reby. Wbetber or
not ENGINEER acceptS a propoMd substitute, CON-
TRACI'OR sball reimburse OWNER for the charles of
ENGINEER and ENGINEER's coasuItaats for eval..-
in, each proposed substitute.
-
c...,.r., s.tu_f.~nn" s."a- - 0IIwrJ:
6.8.f. CONTRACTOR sIIaII not employ any Subc08-
tndOI'. Supplier orotberpenon ororp..,..u-, (includiaa
thole ICC:epIabIe to OWNER ad ENGINEER II iadi-
cated in paraaraph 6.8.2). whether initially or IS a substi-
tute. apinst whom OWNER or ENGINEER may have
rasonabIe objec:Uon. CONTRAC1'OR sbaII not be requind
to employ any Subcontractor, Supplier or other penon or
OI'pfti,.t~ to furniIb or. ." Iorm MY of tile Work apinst
whom CONTRAC1'OR bas reasoaabIe objection.
6.8.2. If the Supplememary Conditioas require the
identity of cenaia Subc:ontnIctors. Suppliers or other per-
sons or orpnizations Oncludina those who are to Furnish
the principal icems of materials aad equipmeftt) to be sub-
mitted to OWNER in Idvance of the specifted date prior
to the Effective Date of the Aareemeat for KCeptanee by
OWNER and ENGINEER and if CONTRACTOR has
submitted a list thereof in accordance with the Supple-
mentarY Conditions. OWNER's or ENGINEER's accept-
ance (either in writiq or by failina to make written objec-
tion thereto by the da&e indic:alcd for acceplance or objec-
tion in the biddina documents or the Contract Documents)
of any such Subcontractor, Supplier or otherpcrson or
orpnization so iclentifted may be revoked on the basis of
reasonable objection after clue investiption. in wbich case
CONTRACTOR sball submit an acceptable substitute. the
ConU'lCt Price wiD be increased by the .ditterence in the
COlt <x~ioaed by such substitution and an appropriate
Chaap Order will be issued or WriaeD Amendment siped.
No KCeptanee by OWNER or ENGINEER of any such
Subcontractor. Supplier or other penon or ~. ....ization
sball constitute a waiver of any riptofOWNERor ENGI-
NEER to reject d"~ctiv, Work.
6.9. CONTRA\.. I vR sUI be fully responsible to OWNER
and .ENGINEElt for aD letS and omiuioas of the Subcon-
tradOC'I, Suppliers MIl otber persona and orpnizations per-
fonaina or funailbialaay of the Work UDder a direct or
iaditecl eoDIIK1 witb CONTRACfOR jUll .. CONTRAC-
TOR is responsible forCO}\le.. MeTOR' s own acts aDd omis-
sioaa. NodIiaI ill the Coanct nocua.nu. sbaIl '.,,, ....te any
COIdI'K1UaI ~bip Mew... OWNER or ENGINEER
and any sucb Subc:oanct.or, Supplier or ocher person or
orp-Up~. nor sbaII it create any obIipdon on the part of
OWNER or ENGINEEll to pay. or to see to the payment of
any aaoneys due aay such Subcoatractor, Supplier or other
penon or ~~don except as may otherwise be required
by Laws aDd "'''.linns.
6.10. The ~ and sec:tioas oftbe Spedlcations and
me ideatiIcadoaI ~.Y nrawittp sballlIOt CODUOl CON-
TRACTOIl .. .....I~.. die Work IIIIODI Subconaw:ton or
Supp&ln or ~-Mi. die Work to be ~~~ by aay
speciIc nde.
6.11. All Work performed for CONTRACfOR by a Sub-
contractor will be punuant to an appropriate qreement
between CONTRACfOR and the Subcontractor which spe-
c:i6c:aIIy binds me Subcontr8ctor to tile applicable terms and
coaddioas of tile CoatrICt Doc:uments for the benefit of
OWNER and ENGINEER and contains waiver provisions
as required by parapapb '.11. CONTRACTOR shall pay
each Subconcnctor a just sbare of any iDsuraac:e moneys
received by CO~ I M\.. I uR on .......ant ollosles under pol-
icies issued pursuant to parqraphs '.6 and '.7.
p..., ,_... If""":
6.12. CONTRACJ"OR shall pay alllicease 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. cIesip. ,."" ..ess, product or device which is the
subject of patent ripts or copyriJhts held by others. If a
panicular invention, desip. process. product or device is
s'r . ..,:Jied in the Contract Documents for use in the perfor-
mance of the Work and ilto the actual knowlcd.. of OWNER
15
-
pletion of the Work, these ~ord documents, samples and
Shop Drawinp wiD be deliv. '"' . J to ENOINEER for OWNER.
StI/." all ProIM;tIM:
6.20. CONTRACTOR shall be responsible for initiaciaa.
maincaiDinl and. supervisiaa all safety precautioas aacl pro.
puIS in c:ona. ....:.011 with the. Work. CONTRACTOR shall
take all necessary precautioas for the safely of, aad sbaII
provide the necessary procectioa to prev- dama&e, iqjury
or loss to:
6.20.1. all employees on the Work and other penoas
and orpni7!1tions who may be aft'ected tbereby;
6.20.2. all me Work and ma&eriaIa and equipmeat to
be incorporated therein, wbetber ill stDrap oa or off the
site; and
6.20.3. other propeny at me site or acijIaDt tDereto,
iDc:luctina trees.sbnlbs. lawns, walks. pay..... roM-
ways. strUCtIII'eS. utilities and UDdeI'"O&IDd r.,..Jities not
desipaled for reIDOVIl. ...... or repIKe_at in the
course of COIIIU'UCtioa.
CONTRACTOR sbaIl COIIlply with all....icaI* Laws aDd
RepIations of any ~ body -vial jariadiaioa for the
safety of persons or property or to proteCt them from ......,
injury or loss; and sbaIl en,.... lad ....... all DICes..,
safepards for such safety and proteetion. CONTRA'-l vI.
shall notify 0WDetS of acijIaDt property Ud of Uaderirouad
Facilities and utility owners when proseeution of the Work
may aft'ect tbem. and sbaII cooperaIC with tbeaa in the pro-
t......:... removal, reIoeadon aad ""'K..'. of.. pr0p-
erty. AU ..... injury or loll to May property .dwMCI to
in paraaraph 6.20.2 or 6.20.3 caused. ctitecdy or iadinctly,
in whole or in pan, by CONTRA'-IVR. any Subcoatractor,
Supplier or any other penon or orpnizatioft. directly or indi-
rectly employed by any of them to perform or furnish any of
the Work or anyone for wbole acts aDY orthein may be liable.
shall be remedied by CONTRACI"OR (acept...... or Iou
attributable to the fault of DrawiDp or Speciftcations or to
the acts or omi..... of OWNER or DiGINEER or anyone
employed by eitiler of tbem or aayoae for wbole actS eitbel'
of them may be liable, and not attributable. dinedy or indi-
" . ..Jy, in whole or in I*l. to _ fault or ....~e or CON-
TRACTOR). CONTRACTOR's duties aDd respoflSibiUties
for the safety and proteCtion of the Work Sball continue until
such time as all the Work is completed and ENGINEER bas
issued a notice to OWNER. and CONTRACTOR. in accord-
ance with paraaraph 14.13 that the Wort is accepcable (except
as otherwise expressly provided in conn...:':Dn with Substan-
tial Completion).
,
6.21. CONTRACTOR shall dcsipate 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 clesipated in writilll by CON-
TRACTOR to OWN.ER.
E...rpru:la:
6.22. In em,,,,...ncies aft...;':.,,1 the safety or protection of
r .,. vOIIS or the Work or property at the site or adjacent lb,.., . .0.
CONTRACTOR, without special instruction or authorization
from ENOINEER. or OWNER, is obliptcd to act to prevent
threatened daaIaae. iqjury or loss. CONTRACTOR. shall Jive
ENOINEER prompt wriUen notice ifCONTRAcrOR believes
that any sipibot chanaes in the Work or variations from
the Contrad Documents have t . .,,,, caused tt.: ....l y. IrENO {oo
NEB determines that a cban.. in the Contract Documents
is required because. of the action taken in response to an
ancrp~, a Work Dinctive Cbanae or Cbanp: Order will
be issued to document the consequences of the cbanacs or
variations.
s-, DnnUp.. ,...,...
6.23. AftM cbeckinl and v .,,,:!";ina all fte1d measurements
and after c:ompIyina wi1h applicable procedures specified in
the General Requirements. CO~ 1 AAOOR shall submit to
ENGINEER for review aacl approval in accordance with the
a...epted scbecluIe of Shop Drawina submissions (see para-
papb 2.9), or for otbel' appropriate action if' 10 iDdicatcd in
the Supplementary Conditions, he copies (unless ocherwise
speciled ia the 0eDenl R.equireIDeats) of aD Shop Drawinp,
which will bear a stulp or speciftc written iDdication that
CO~lAACTOR bas ~ COhlAACI"OR's responsi.
biIities uader the Coacract DocuIDeats with respect to the
nmew of tbe submiuioD. AU submissions wiD be identified
u ENGINEER may require. The data shown on the Shop
Ora..... will be complete with respect to quantities, dimcn-
sioaa, "'r ,,:..:Ied performance aad desip criteria. materials
aad similar data to enable ENGINEER to review the infor.
..... nquincL
6.24, CO" 1 a,A\", lvlt sbaII alto IUbadt to ENGINEER
for review aad approval with such pI'OIftPtneSs u to cause
110 delay in Work. all...... required by the ContrICt Doc.
uments. All samples wiD have becII checked by and accom-
panied by a specific written indication that CONTRACTOR.
has satisfted COJtqRA\.. 1 vR' s responsibilities under the
Contract Documents with respect to the review of the sub- -
mission and will be identified dearly as to material, Supplier,
pertinent data such u c:atal0l numben and the use for which
incended.
6.%S.1. B..lcn sublllinion of cacb Shop Drawin. or
sample CONTRACTOR shall have determined alld veri.
fied all quantities. dimensions, ~'" . ...lied performance cri-
teria. installation requirelftC1lts, mat..:,.Js, catalOl num.
ben and similar data widi respect th.. .~o and reviewed
or c:ooriIinated each Shop Drawina or sample with other
Shop Drawinas and samples and with the requirements of
the Work and the ContradDocumcats.
6.25.2. At tile am. of each submission. CONTRAC-
TOR shall pve ENGINEER specjftc written notice of each
variation. that the Shop Drawinp or samples may have
from the requinmeats of me Contnct Documents. and,
in addition, shall cause a speciftc: DOIation to be made on
17
-
TRACTOR shall not endanpr any work of others by cuttinl,
excavatinl or otherwise alterina their work and will only cut
or alter their work with the written consent of ENGINEER
and the others whose work will be affected. The duties and
responsibilities of CONTRACTOR under this parqraph are
for the benefit of such utility owners and other coatractors
to the extent that there are comparable provisions for the
benefit of CO~ 1 MCTOR in said di. ... contracts between
OWNER and such utility owners and ocher contractors.
1.3. If any part of CONTRACfOR's Work depends for
proper execution or results upon the work of allY such otber
contractor or utility owner (or OWNER), CONTRA\...IUR
sball inspect and promptly repon to ENGINEER in writina
any delays, defects or deficienc:ies in such work dIat render
it unavailable or UDSUicable for sucb proper execution and
results. CO~ 1 AA'- lvR's failure so to naport will constitute
an acceptanCe of the other work as fit and proper for inteara-
tion with CONTRACI'OR's Work except for lateator 110II-
apparent. defecu aad c1eficieDdes in the other work.
c....~.
1.4. If OWNER coatncts with 0Cben for tbe perfor-
mance of other work on the PIqec:t at the site, die perIOD or
orppi,.tioft who will have autbarily ud responsibility for
coordiaation of the actiWies ..... tbe various prime COIl-
tI'ICtOn will be idcDtiIed ill me SuppM.....wy Condit...
aDd the speciftc .-un to be covered by such autbarily ud
respoasibility will be itemized. aad tbe extent of such autbor-
it)' and RIll' oalibilities will be provided. iD die Supplementary
Coadicions. UaIeu ocberwiIe provided iD me Supplementary
CoDditioas. neitberOWhc.a.... ENOINEEll slid ave any
autbority or mpoa~ ia ....,eel of sucb coontiaatiaL
ARTICLE I-O~J:.A'S RESPONSIBlLalu:.S
8.1. OWNER sball issue all communications to CON-
TRA\...l uR thl'OUlh ENGINEER.
8.2. hi cue of ~~ oftbe employment of ENGI-
NEER. OW}\ec.J( sbaD appoiat an ~ .... wbom
CONTRACI'OR makes DO reuoaabIe ob;iectioD. whose ..
WI UDder the CoatrICt Doculllellb sIIaII be that of the fonDer
ENGINEER. Auy cIiIpute ia COI~ with sucb appoint-
ment shall be subject to arbitration.
8.3. OWNER. sha1I furnish the data required of OWNER
under the Contnct Documents promptly aad sbaI1 make pay-
ments to CONTRA~IUR prompdy after tbey are clue as
provided in paI'aII"aphs 14.4 and 14.13.
8.4. OWNER.' s duties in respect of providiDl1ands aad
euements and provic1in8 enaineerinl surveys to establish
ref.." .. ,. .. J points are set fortbin parqraphs 4.1 and 4.4. Para-
arapb 4.2 refers to OWNU'sidentifyina aDd makiDa avail-
able to CONTR.A\...1 vR copies or reports of explOralions.and
tests of subsurface conditions at the.site and in existinl Stnac.
tures which have been utilized by ENGINEER in preparinl
the Drawinl5 and Specifications.
8.5. OWNER'sresponsibilities in respect of purchasina
and maintaiftilllliability and property insurance are set forth
in parqraphs 5 .5throup 5.8.
8.6. OWNER. is oblipted to execute Cbanp Orders as
iDdic:a&ed in parapaph 10.4.
8.7. OWNER's responsibility in respect of cenain
iDspec:tioDs. tests aad approvals is set forth in paraarapb 13.4.
8.8. In conn..~on with OWNER's ript to stop Work or
suspend Work. see parqraphs 13.IOand Ij.1. Parqrapb 15.2
deals with OWNER's riaht to terminate services of CON-
TRA~ 1 va UDder '.. .." ';'I.in ..;. ..UmstaDCeS.
ARTICLE 9-ENGINEER'S STATUS DURING
CON~ lAU'-110N
o..r', B~.-;InJ .N.
9.1. ENGINBD will beOWNERis represenWive dur-
ilia me CODIII'UCIioD. period. The dudes and responsibilities
aad the IiIIIitatioas of authority ofENG~a:.J:.R u OWNER's
repreMDtadve duriaa c:oastruction are set forth in the Con-
tnICt Docvments and sbaIl DOt be extended without written
COIIIeIlt of OWNER. and ENGINEEll.
VlIifI ,. SII.:
9.2. ENGD.c..c.A will make visits to tbe site __ intervals
.,..0,.- to the YarioaI .... of c:oastruction to observe
the proJnlSI ... quaIicy ~ me eucucecI Work ad to deter-
1IIiDe, iD ....... if die Work is pror--. in accordance
wirb tbeeo.r.ctDoc:ualeala. ENGD-ac.J:A wm_ be required
to make e~""..nve or c::ondnuous 0IHite inspections to cbeck
tbe.quality.or quantity ~. the Work. ENGINEER's efforts
will be cIincted toward provictina for OWNER a puter 4... ...
of coaftdeDce that the completed Work will conform to the
Coattact Docuaaents. On the basis of such visjts and on-site
observatioas as an expcriaaced aDd qualified desip profes-
sional. ENGn.c.J:.R will keep OWNER informed of the PI'OI-
rea of the Work aad wiD eacleavor to pard OWNER spinst
defects aDd deIcieDcies iD the Wort.
ProJ<<t It."..'**'-:
9.3. If OWNER aDd ENGINEER apee, ENGINEER
wiD furaisb a Resident Project R6presenWive to assist
ENGINEER in observinI the performance of the Work. The
duties. responsibilities aad limitations of authority of any
such Resident Project ~fA~...tative and assistants will be
u provided iIltbe Supplementary Conditions. If OWNER
,..~ aaotber..... to ,. ..." ....em OWNER at the site
who is DOt ENGINEER's apnt or employee. the duties,
respoasibiIkies and limitations of autbority of such other
person wm be u provided. in die Supplemencary Conditions.
19
effective to assip to ENGINEER lilY duty or authority to
supervise or direct the fumishinlor r ..,.lormaace ofthc Work
or any duty or authority to undertake responsibility contrary
to the provisions of paraaraph 9.15 or 9.16.
9.1'. ENGINEER will DOt be responsible for CON-
TRACTOR's means. methods. tecbniques. sequences or pr0-
cedures of construction. or the safety precautions and pro..
arams iDc:ideat tbereto, aDd ENGINEER will DOt be respon-
sible for CONTRACTOR's failure to perform or fumisb the
Work in accordaace wi&b me ContnM:t Documeats.
9.16. ENOINEEll will DOt be ftlpcMI" for the IdS or
omissions of CONTRACTOR or of laY Subcontractor, any
Supplier, or of any other person or orpnizatioa performina
or fumishina any of the Work.
AltTlrt 'E lo-cHANGES IN "1n1:. won
10.1. W"ltboutiIMI~dIe ,......aad widlautnotice
to any suretY t OWMEll _y~ at any .. or from. time to
tiIDa. order addi1ioas. dllltioaa or nr....ia die Work:
tbese Will be autborized by . Wriaen AmeDdment. . Chanp
Order. or. Work.Dire..Jve CbMIe. U,....... ofaay such
doct'~, CONTRA\.-l vi. sbIIII ~, prac:eed with the
Work involved which will be perfonDed UDder me appIic:able
conditions of the ContnM:t Doeuments (except as 0Cberwise
specifically provided).
10.2. If OWNEllIIId CO~ laN-I vi. In UIIIbIe to..
as to the ateat, if aay, . of .. iIIcreMc or deaaIe ia the
Coatnct Price or .. en..... or ~ of die ContnM:t
Tillie tbat sIIouId be ..... . . ..... cI. Work Direc:dve
Chanp, . cJaim ...y be .... th..4v. II pro.ided ita AnicIe
11 or Article 12.
10.3. CONTRAcroR sbaIJ DOt be entitled to an in....._
in the Contract Price or an exteIIIioa of the Contract Taqae
with respect to any Work performed tbat is not required by
the Contract Documeats as ameaded, modiftecl and supple-
mented as provided in ~ 3.4 &ad 3.5, except in the
case of an emerpDq' as provided ill .,..~ 6.22 and
except in the case of uncoveria. Work as plovided in para-
paph 13.9.
10.4. OWNER and CONTRAcroR shall execute appro-
priate Chartae Orders (or Written AmeDcbnents) coverina:
10.4.1. cbaaps in the Work wbieb are ordered by
OWNER pursuant to parapapb 10.1, are required becaUK
of acc:epcanee of ./,cti", Work under parapapb 13.13 or
co.. .....:... d,/,ctiw Work under parapapb 13.14, or are
~ to by the J*ties:
10.4.2. cbanaes in the Contract Price or Contnct Time
which are .." ....l to by the panics: and
10.4.3. cbaaps in the CODb'ICt Price or Contract Time
which embody the substance of any written decision ren-
d...,. ..d by- ENGINEER punuaat to parapapb 9.11:
provided that. in lieu of executiq any such Chanp Order.
an appeal may be taken from aay such decision in accordance
with the provisions of the Contract Documems and applicable
Laws and RqulatioDs, but durina any such appeal. CON-
TRACTOR shall carry OIl the Work IlIId adhere to the proa-
ress schedule as provided in paraaraph 6.29.
10.5. If notice of any cbanae a1f....~ the .aeneral scope
of the Work or &be provilioaa of the Contract Documents
<inc:IudinI. but not.1imited to. Coatract Price or Contract.
TIIDC) is required by the proviIioas of any Bond to be liven
to . surety. the livinl of iuly such notice wiD be CONTRAC-
TOR's ~, IIId me 8IDOUIIt of ach appticable Bond
will be ..uusted aceorcIiaIlY.
AImCLIII-cHANGE OF CONnAcT PlUCE
11.1. Tbe CoDtra~ Price eoIIStitutes die toW c:ompen-
__ (.... to ~ ........) payable to CON-
TRA"'I va for peaforIaiat die Work. All duties, respOlllibil-
ida &ad fthIVit... Ifli,DN to or UIIdenaken by CON-
11tA""1 va .... be at Ilia ex,... witboul dIanae in the
Coatract Price.
11.2. The Coatract Price may only be cbMaed by a Cbanae
0nIer or by . WriaeD AlMMIllM1IL ADy claim for an iacrase
or deer .11' ita tbe Coan...t Price .... be .... Oft written
DGdc:e deIMnd '" tile puty __ tbe claim to the other
pIInY._ 10 BNGIl't&l:oA ....~ (bta ia DO ....larertban
tbiny. clays) after cbe _....___ 01 die eveat Ii.. rile to
tbe claim IIId .... die ...... .... of the claim. Notice
~ die ....... 01 die claim with suppordaa data sba11 be
deIivenId witbin sixty days after sucb occumnce (unless
ENGINEER allows an Ildditioaal period of time to ascertain
IIIOI'e IlCCInte daIa in support of the claim) and shall be
KC:OIRp.iMt by ~'s writtea sw.ement that the amount
cwllllll!!d c:cwers III. known IIBOUIIlI (dire",... iadirect and con-
sequeadal) to wbic:h die M..__ is entitled _ a result of the
occumnce of Slid. eveDL All claims for Mljuttment in the
Coacract Price sbaIl be determiDed by ENGINEER in aceor-
daace widl........ 9.11 ifOWNEIt &ad CONTRACTOR
caamot otherwise .. on die amount involved. No claim
for an adjustment in the ContnCt Price win be valid if not
submitted in ........ JaDce with tbia ........... 11.2.
11.3. TIle value 01 MI)' Work COY" by. Cbaap Order
or of any cIaiIIl for Ia iacNue or decrase in the Contract
Price sbaU be deterlllined mODe of the foUowinl w.ys:
11.3.1. Where the Work involved is cov.., ..J by unit
prices coatained in the ConInCt Documenls. by applica-
tion of unit prices to the ....... of the items involved
(subject to tbe provilioas of"""""" 11.9.1. throuIh
H.9.3, incluaive).
21
requires rec:onstnaction and CONTRACTOR is placed
in charp thereof. CONTRAL.I vR sball be paid for
services a fee proponionaceto that swed in parqraph
11.6.2.
11.4.5.7. The cost of utilities. fuel and sanitarY
facilities at the site.
11.4.5.8. Minor expeDICS such as tck.....,.rIIS. Iona
distanCe telephone calls, telephone service at the site.
expressaae. and similar petty CIlIa items in connection
with the Work.
11.4.5.9. Cost of premiums for additional Bonds
and insurance required becauw of chanps in the Work
and premiums for propeny insuraDce coverap within
the limits of the decluctible amounts established by
OWNER in accordance with plU'llrapb 5.9.
11.5. The tenD Cost oftbe Work sbaIl DOl iDdude any of
the folio,"...:
U.5.1. Payroll COlts aad other compeasadoa of CON-
TRACTOR's oftlcers. executives.priDcipals (of penner.
ship and sole proprietonbips), aeaeral 1IIIUIaprS. alii.
D....... architects. estiaIaIon. attorneys, auditors, IlCCOUIl-
tanIS, purchuiaa and conU'lCtinl ...., expediton,
timekeepers. clerks aad odIIr ....... eaapAo,ed by
CONTRACTOR wbIdIer at tbe .. or in CONTRAC.
TOR's PliftcipaI- a tnacIa oIIce for...... ",aU~sua-
lion of the Work aDd DOt specifk;aUy iDcIudecl in the aareed
upon scbedule of job dattikado.. referred to in para-
papb 11.4.1 or speeibDy covered by parapapb 11.4.4-
all of which are to be ~ administrative COltS
coverecl by tile CONTRACTOR's ,...
11..5.2. Expe... ~CO~I\I.'S ..~...
braac:b oftk:a ocbIr .... CONTRACfOIl's ....1& die
site.
11.5.3. Ally pan of COt. I AACrOR~s c:apital expenses.
includinl int_ _.1 011 CONTRACfOR'S capital employed
for the Work and charps apinst CONTRACTOR for
delinquent paymeats.
11.5.... Cost of pnmiu.... for all Boads aDd for aD
insuraDce whetbin' or not CONTRACTOR it required by
the . COIIb"ICt Docwneats to purcbMe and. maintain the
.... (except for die cost of ...... .covered by sub-
paraarapb 11.4.5.9 above)..
11.5.5. Costs due to the nealiaence of CONTRAC-
TOR. any SubeontndOl', or anyone directly or iadirecdy
...pIoyed by any of them or for whose IdS any of them
may be liable, includina but not limited to, the correction
of dlflct;v~ Work. disposal of materials or equipment
wronalY supr1ied ar.d makinllood any damqe to pr0p-
erty.
11.5.6. Other overM8d or pnera& expcnlCCOItS of
any kind and the costs of any item not spec:iftcally and
IoN 'r I" ....dy included in ........... 11.4.
CONTRACTOR', FIf:
11.6. The CONTRACTOR's Fee allowed to CONTRAC.
TOR for overhead and profit sball be determined as follows:
11.6.1. a mutually accepcab~ fixed fee: or if' none can
be qreed upon.
11.6.2. a fee based 011 the foUowiq percentaps or the
various ponioas of the Cost or the Work:
11.6.2.1. for costs incurred under ~ 11.4.1
and 11.4.2. me CONTRACTOR' s Fee sbaU be fifteen
. .411~'.ent;
. 11.6.2.2. for~ inc1.... .dundcrparaaraph 11.4.3.
the CONTRACTOR's F. sbaIl be ftve percent; and if
a subcontract is OD the ... of Cost of the Work Plus
a Pee, me maximum all0wabie to CONTRACTOR on
a....'.aat of overbad and profit of all Subcontracton
sbaII be fifteen paaIIt;
11.(0 .". DO f. sbaIl be payable 011 tile buis of
COllI ~~.t uaderplnlpaphs 11.4.4, 11.4.5 and 11.5:
11.6.2.4. die amouat of credit to be allowed by
CONTRACTOR to OWNDfaraay sucb cbaap which
results ia a .. ~ lilT. ia COlt will be tbe amounl of
the ICtUIl Del dec:naII plus. deduction in CONTRAC.
TOR's Fee by an amouat equal to tell perceIIl of the
net dec:rcue; aad
11.6.2.5. .... .bOdI Mdidont aacl c;redits are
iavalved iD III)' OM ...... Ibe ..... ill CON.
1'RACTOIl '. Pee"'" be coaapu&ed OD tbe bMis of the
_ ~ ill MC<<dln :. with ........... 11.6.2.1
tIueuP 11.6.1.4, iBduIive.
11.7. Wbe.-ver die COlt of MY Work is to be determined
pursuaIItto parapapb 11.4 or 11.$, CONTRACTOR will
submit ia form KCCptabIe to ENOJ}l.c.dt an itemized cost
breakdown toptbcr with supportina data.
C... As.. ......:
11.1. It is UDderstood tbat CONTRACTOR bas included
in the COIIaact Price all aIIowaDces 10 named in the Contract
DocUIM_ .... .... __ die Work 10 covered to be cIoac
by such Subc:oacIw:ton or Suppliers and for such sums within
the limit of the aUowaac:es as may be acceptable to ENOl.
NEER. CONTRACTOR epees that:
11.8.1.. The aUowaac:es include the COlt to CON-
TRACTOR (less any applicable trade discounts) of mate-
rials and equipment required by the allowances to be deliv.
ered at the site. aDd all applicable taXes; and
11.1.2. CONTRACTOR's costs for untolldina and
haadlina 011 the site, labor, installation COIlS. overhead,
profit and eMber ex..... contcmplated for the aJIowanccs
have been included in die Contract Price and not in lhe
23
be responsible for and sball pay aU COSlS iD connection with
any inspection or testin, required ia COllDCCtion with OWN-
ER' 5 or ENGINEER' s ac:=ptanCe of a Supplier of nwerials
or equipment proposed to be iDc:orporated in the Work, or of
materials or equipment submitted for approval prior to CON-
TRACTOR's purchuc thercoCfor iIIcorporation in the Work.
The cost of all in..,.. .. ..tioas, lCSts and approvals in addition to
the above which are required by the CoatrICt Documents
shall be paid by OWNC.A (ualess otherwise specified).
13.5. All inspections, tests or approvals other than those
required by Laws or Rqulations of allY public body bavina
jurisdiction shall be performed by orpftiVltions acceptable
to OWNER and CONTRACTOR (or by ENGINEER if so
specified) .
13.6. If any Work (iDch~.. the work of ocben) tbal is
to be iDspected, tesced orappsoved ilcovend wiIbout written
concurrenc:e of ENGn.c.dl. it IIlUIt, if' ~ by ENGI-
NEER. be unc:overed for obMrvaIioD. Sucb UIII:OVeriaa sbaII
be at COr-. ! AAcrOR's e.... ..... CONTRAcrOR bas
liven ENGINEER tiaaely IIOIic:e of CONTRA\.. .I ua's ia....
lion to cover the same'" ENQDW CJ:A bas DOt acted with
reasonable proatptaeII in ,...... to sucIa 1IOdce.
13.7. Neither obIervaaioaI by ENGINEER nor inspec-
tions. tests or approvals by otben sbIU relieve CONTRAC-
TOR tram CONTRACTOR's ~n-. to pIlfo.. die Work
in accordaacc with the ConU'ICt DocumentS.
v...... W.c
13.1. If any Work is COYeNd ~II"Y to die wriUea request
of ENGINEER. it 1ft.. if ~ by ENGINEER. be
uncovered for ENGINE!1t's obMrYa&ioe IDd repIacad at
CONTRACTOR's expense.
13.9. If ENGINEER-considers it necessary or advisable
that cov...", .. J Work be observed by ENGINEER or inspected
or tested by otbers, CONTRAcrOR, at ENGINEER's
request, shall uncover, expose or otherwise make available
for observation, ins.. .. ..Jon or testina as ENGINEER may
require, that portion of the Work ia question, fumisbiDl all
necessary labor, material and eq.up.nt. If it is found tbal
such Work is thf<<tM. CONTRACTOR sbaII.bear all eli, " ..~.
indirect and consequential costs of such uncoverina, expo-
sure. observation. inspection and testina and of satisfactory
reconstruction, (includin. but not limited to fees and cbarps
of cqineen, arcbi&ccts, attorneys and other professionals),
and OWN ER shall be entitled to an appropriate de,... ....Ie in
the Contract Price. and. if the parties are unable to qrec as
to the amount thereof. may make a claim therefor as provided
in Article II. If. however. such Work is not found to be
d'f'ct;v~. CONTRAcrOR shall be allowed an in..,,, ...~.se in
the Contract Price :)f' an e).tension of the ContrllCt lamc. or
both. directly attributable to such uncoverin.. exposure.
observation. inspection. testin. and reconstrUCtion; and. if
the panics arc unab~e to qrce as to the amount or extent
thereof. CO~ 1 !\ACTOR may make a claim therefor as pro-
videdin Articles 11 and 12.
Ow., M", SIIIp. WOlt:
13.10. If the Work is d~f'ct;v,. or CONTRACTOR fails
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 aDY portion thereof, until the cause for sucb order
bas been elimiPCed; however, this riaht of OWNER to stop
the Work sbaII not liVe rise to any duty 011 tile part of OWNER
to exercise this riabt for. the beneftt of CONTRACTOR or
any other party.
c~ ..11...... of o.j<<:llN wort:
13.11. If required by ENGINEER. CONTRACTOR sball
~y, as directecI. eitber .COITeCt all dd.",.","~"~ Work.
wbedIer or not fabricaIed. iasaIIledor cocnpleted, or. if the
Wen bu beea rwjected by ENGINEER. nnIIO"..it froin lhe
site IIId ,.,... it with 1f~1iw Work. CONTRACTOR
sbII1 bear III direct, iadirect and coasequeatial costs of such
CGfIKDon or removal (includiaa but not Iimitecl to fees and
cbMps of ......... an:bitects. aaomeys and other proies-
....) III8de nee....ry thereby.
0.. Y... c.n-..1'1f'iIItI:
13.12. If witbiD one year after the elate of Substantial
Completion or such Ionaer period of tilDe as may be pre-
tcribed by Laws or a.,..... or by the terms of any appli-
cable special....... nquincl. by tile COIIU'ICt Documents
or by ., speciIc proYiIiDD of tile Coatn.~ DoculDHtS. any
Wark....... to beM/<<IiN, CONI'RAA..I vi. IbIIl promptly.
widIouI COlI to OWNER aad in ICCOI'cIaDce with OWNER's
writteD iDslructioas. either c:orrec:t such U/,ctiv, Work. or.
if it bas been rejected by OWNER, remove it from the site
and replace it with 1I000U/<<tiv, Work. If CONTRACTOR
does not prompdy comply with the terms of such instructions.
or in an emerpncy wbere delay would cause serious risk of
Iou or daanaae. OWNER may have the d,f,cnv, Work cor-
rected or the rejected Wort removed and replaced. and all
direct, indircc:t and consequential costs of such removal and
replacemenc (iDc:ludi1ll but not limited to fees and cbaraes of
CftIineers. architects, attorneys and other professionals) will
be paid by CONTRAC1"OR. In S't' ..I";. circumstances where
a panic:uIar item of equipment is pillccd in continuous service
before Substantial Completion of all tbc Work. the comction
. ..., I~'od for tbal item may stan to run from an earlier date if
so provided in the Speciftcations or by Written Amendment.
AecqliJJlCf of ~ WGrt:
13.13.. If, iftlte8d of requiriDl correction or removal and
rep&accment of d"'ctiv~ Work, OWNER (and. prior to
ENGINEER's recoaunendation of final paymeat. also
ENGINEER) prefers to accept it. OWNER may do so. CON-
TRACTOR sbal1 bear all di. .. ..,~, indi, ....1 and consequential
2S
-
r-
representation by ENGINEER to OWNER, basccl on ENGI-
NEER's on-site observations of the Work in pro.. ,...f5 as an
experienced and qualified desip professional and on ENGI-
NEER's review of the Application for Payment and the
accompanyina data and schedules that the Work has pro-
gressed to the point indicated; that, to the best of ENGI-
NEER's knowledp, information and belief, the quality of
the Work is inac,.....J.ance with the Contnct Documents
(subject to an evaluation of the Work as a functionina whole
prior to or upon Substantial Completion, to the nsults of any
subsequent tests calIecl for in the Contract Documents. to a
final detenni..tion of quuUitia and clallikatioas for Uait
Price Work under parqraph 9.10, and to any other qualifi-
cations stated in the recommendation); and that CONTRAC-
TOR is entitled to payment of the amount recOlllllleftded.
However, by recommendilll any such payment ENGINEER
will not thereby be deemed to bave " ...." ..5ented that exhaus-
tive or continuous on-site inspections bave been made to
check the quality or the quantity of the Work beyond the
responsibilities s~y assi~ to ENGINEER in the
ContraCt Documents or that tbere may not be otber aaauers
or issues between the panics that .pt entitle CONTRAC-
TOR to be paid additionally by OWNER. or OWNER to
withhold payment to CONTRA,-! vR.
14.6. ENGINEER's reco"""Ddadoa of ftnaI payment
will constitute an additioeal repnseatation by ENGINEER.
to OWNER. that the coaditioas pnteedeDt to CONTRAC.
TOR's beiDl entidecl to ftnaI payment as set fortb in parqraph
14.13 bave been fu1ftIIecI.
14.7. ENGINEER may refuse to recommead the whole
or any part of any payment if. iD ENCUMBER's opinion. it
would be incorrect to-u1UCb RlpNMDlatioas toOWNEll
ENGINEER. may also refuIe 10 reeo..lnd., such pay-
meat, or,. ~u.. of subsequlDdy ciiIcovenld evidnce or
the results of subsequent iaspectioasor tests. nullify aa, such
payment previousJy 1'eCOIIUDeIIdcd, to such extent as may be
necessary in ENGINEER's opinioa to protect OWNER. from
loss t .. ......use:
14.7.1. the Work is .f.cti.,,~. or completed Work has
been dlllll_p<f requiriq CO. I. ....Jon or replacement,
14.7.2. the Contract P.;..... has b.. ~'" reduced by Writ-
ten Amendment or Chanp Order,
14.7.3. OWNER has been required to ~.'.. ....t d~f~c-
tive Work or complete Work in acc:ordaDce with parqraph
1,3.14, or
OWNER to a set-oft' apinst the amount recommended. but
OWNER must live CONTRACTOR immed.iale wriuen notice
(with a copy to ENGINEER) statina the reasons for such
acticm.
5.....' C"""'a:
14.8. When CONTRACTOR considers the entire Work
ready for its intended use CONTRACTOR shall notify
O~cR IIId ENGINEER in wridDl that the entire Work is
substantially complete (except for items specifically listed by
COl-uaA\..!vR as iac:ompIete) and request that ENGI-
NEER. issue a ceniftc:ate of Substantial Completion. Within
a reasonable time th...." ...lter, OWNER, CONTRACTOR and
ENGINEER. sball make an insp......:on of the Work to deter-
mine the statUS of ~on. If ENGINEER does not con-
sider the Work substandaIly ,",umplete, ENGINEER. will notify
CO~laACTOR in writiaa pviDl the reasons therefor. If
ENGINEER. considers the Work substantially complete.
ENGINEER. will prepare and deUver to OWNER a tentative
certilcatc of Substantial Completion which sball fix the date
of Substantial Completion. There sbaII be attached to the
cettiftcate a tenWive list of items to be completed or cor.
rected before final paymeDL OWNER shall bave seven days
after receipt of the tentative c:eniftcate duriDa wbich to make
wrinea objectioD to ENGINEER. as to any provisions of the
certiftcate or attached lilt. If. after cOllsiderina such objec-
tions. ENGINEER concludes that the Work is not substan-
dally complete, ENGINEER will within fourteen days after
submission of the tellWive certiftcate to OWNER notify
CONTRA,- ! 'uR in writina,swilll the reasons therefor. If,
after consideradoa of OWNER.'s objections, ENGINEER
considers the Work sublCantially complete, ENGINEER will
widIiD said founeea days execute aad deliver to OWNER
and COt. 1 M'-' I vI. a cleftaitive \.. ..,. ,~;Jk:ace of Subscandal
Completion (with a reYised teDtIdve list of items to be com.
pIeted or corrected) reftectiaa sucb cbaaps from the tentative
certiftcate as ENGINEER believes justified after consider-
ation of aay obj.. ..;';DIIS from OWNER.. At the time of delivery
of the teDWivc '...... ,:':Ji, .".Ie of Substantial Completion ENGI-
NEEI. wiD dcliverto OWNER and CONTRACTOR a written
I'eCOIIUDCIICIa as to division of responsibilities pendinl
ftnaI paYD*lt between OWNER. and CONTRACTOR with
" ....... .. ~ to security, operadon, saf'ety, maintenance. heat.
utilities. insurance and walTallties. U nJess OWNER and
CONTRACTOR apee otherwise in writiq and so infom
ENGINEER prior to ENGINEER's issuiq the deftnitive
Ilo.... ~iftcate of Substantial Completion. ENGINEER' s afore-
said recommendation will be bindinlon OWNER and CON-
TRACTOR until ftaal payment.
14.7.4. of ENGINEER's actual Icaowledae of the 14..9. OWNER sbaII bave the ript to exclude CON-
oc:c:urreace of any of the events enumerated in paraarapbs TRA\.. ! vR from the Work after the date of Substantial Com-
15.2.1 throup .'.2.9 inclusive. pletion, but OWNER. sbaIl allow CONTRACTOR reasonable
access to complete or "". , ,i ....~ items on the tentative list.
OWNER. may refuse to make payment of the full amount ~
recomlMftded by ENGINEER L .......use claims have been (
made apinst OWNER on account ofCONTRACfOR.'s per_) I'tIIfiIIl V~NI:
fonnuce or ful'llisbiaa ofthc Work or Liens have beenftled 14.10. Use by OWNER. of any finished part of the Work.
in connection with the Work or there are other items entidinl which has spec:i6c:ally been icIentified in the Contract Docu-
'Z7
~
Otherwise. ENGINEER wiD return the Application to CON-
TRACTOR. indicatina in writiq the reasons for refusing to
recommend final payment. in whicb ease CONTRACTOR
sball make the necessary corrections and resubmit the Appii-
cation. Thirty days after preseDtation to OWNER of the
Application and accompuyina doc:umcmation. in appr0pri-
ate form aDd substance. and with ENGINEER's recommen-
dation ucl notice of accepcability ,.the IIDOUIlt recoaunended
by ENGINEER will become due and will be paid by OWNER
to CONTRAcrOR.
14.14. If. tbrouab no fault ofCONTRAcroR. final c0m-
pletion of the Work is sj~y deJayed aDd. if ENGI-
NEER so coafinns, OWNER sbaU. upon receipt of CON-
TRAcrOR.s ftDal AppIicatioa for Paymeat aad rec:oIIIIDeD-
dation of ENGINEER. aad without tenDi-tiaa the Apee-
meat, make paymeat of die /baIaace due for tbat ponioa of
the Work fully ~ted aad a.......'..ed. If tbe remainiDI
balance to be beId by OWJlec.R for Work DOt fully eompIctW
or corrected is less tbaathc ....... stipulated in the Apee-
meat, aDd if Bonds have been furDished u required in pam-
......h 5.1, the written consent of me surety to die payment
of the balance due for that ponioa of the Work fully com-
pleted and ac.....ted sbaIl be submitted by CONTllAcroR
to ENGINEER with the AppIicatioa for such payment. Such
paymeot shall be made under the terms and coaditiona IDV-
emina final paymeat. except that it sbaII not constitute a
waiver of claims.
C4111n1t:111rJ C...... 06lIt....
14. u. CO}l. ... AA....1 vR's obIipdoa to perform aDd c0m-
plete the Work in a.....nIaDce with die Coatnd Documents
sbalI be absolute. Neitber r--~ of aay propesa
or final paymeat by ENGINEER. IIOI'dIe i~ of a cer-
tificate ofSubstutial Completion, DOl" any payment by
OWNER to CONTRAcrOR uadertbe Coatract ~mnts,
nor any use or occupacy of the Work or any part thereof by
OWNER. nor any act of acceptanCe by OWNER nor any
failure to do so. nor any review aDd approval of a Shop
Drawiaa or sample submission, nor the issuance of a notice
of accepcabiJity by ENGINEER pursuant to......... 14.13.
nor any correction of Uf~ctiY~ Work by OWNER will c0n-
stitute an acceptanCe of Work not in accordance with die
Contract Documents or a release of CONTRAcroR.s obIi-
ption to perform the Work in accordance with the Contract
Documents (except as provided in parqrapb 14.16).
w.....ofCItau:
14.16. The makinl and accepcance of ftnal payment will
constitute:
14.16.1. a waiver of all claims by OWNER against
CONTRACTOR. except claims arisma from unsettled
Liens, rlw,m d~f~ct;'tI' Work appearina after final inspec-
tion punuant to parqrapb 14.11 or from failure to comply
with the Contract Documents or the terms of' any specjal
guarantees specified therein; however. it will not consti-
tute a waiver by OWNER of any riahts in res~"Ct o(
CONTRAcroR's continuing obliptions under the Con-
tract Documents; and
14.16.2. a waiver of all claims by CONTRACTOR
apinst OWNER other than those previously made in writ-
ina and still unseulcd.
ARnCLE 15-SU.)I"z::..NSION OF WORK AND
TERMINATION
o-.r M., s..._ wert:
15.1. OWNER may, at any time and without cause, sus-
pend the Work or aay ponioa tbereoffor a period of DOt more
thaa aiaety days by DOtice in writiaa to CONTRACTOR and
ENGINEER wbic:b will fix the date OD whicb Work will be
resumed. COt. I AAcrOR sbaII resume the Work OR the date
so ftxecL COh 1 AA\..1 vR sbaIl be allowed an increase in the
Coatnct Price or _ exteIIIion of the Coatnct Tame, or both.
di. . ..r.JyalU'ibutable to uy IUIpeIIIioa if CONTRACTOR
makes aD approved claim tberefor .. provided in Articles 11
and 12.
o..r II., T~ r l7":
15.2. Upon the occ:urrence of any one or more of the
foOowiDl events:
LS.2.1. if CONTRA\.. 1 vI. commences a voluntary case
UDder lIlY cbIpW ~tbe a.kruptcy Code (Title II, United
SWes Code), U BOW or belafteria dfec:t, or if CON-
TRA.... j va labs .y equivaleat or simiIw action by ftIina
a petidOII or otbIrwiM UDder aay odIer federal or swe
law ia t&ct . IIICb tilDe reIadIII to the bankruptCy or
iasolvenc:y;
15.2.2. if a petition is ftled apiast CONTRACTOR
under allY chapter of the Bankruptcy Code as now or
hereafter in effect at the time of ftlina. or if a petition is
ftled seekina any such equivalent or similar relief apinst
CONTRACTOR UDder any other federal or state law in
effect at the time relaUaa to bankruptcy or insolvency:
15.2.3. ifCONTRAcrOR makes a aeneral assipunent
for the beneftt of creditors;
15.2.4. if a trustee. receiver, custodian or agent of
CONTRAcroR is appointed UIIdcr applicable law or under
contnICt. whole appointment or autbority to take cbarae
of- property or CONTRACI'OR is for the purpose of
enforcina a Lien apinst such propeny or for the purpose
of pneraI administration of such propeny (or the benefit
of CONTRACTOR's .... ..diton;
15.2.5. if CONTRACTOR admits in writing an inabil.
ity to pay its debts anerally as they become due:
15.2.6. if CONTRACTOR penistently fails to perfonn
tbe Work in accordance with the Contract Documents
29
lion of any written decision of ENGINEER rendered in
accordance with parqrapb 9.10 will be made later than ten
days after the pany makin, such demand bas delivered writ-
ten notice or intention to a,.,. ...'IJ as provided in parqraph
9.10.
16.3. Notice of the demand for arbitration will be filed in
writin, with t~e otbe! party to the Apeement and ~~ the
American Arbitration Association. and a copy will be sent to
ENGIN EER for information. The demand for arbitration will
be made witbin tbe thiny..y or ten-clay period Sw. ~.lied in
parqraph 16.2 as applicable. and in all other c:ases witbin a
reasonable time after the claim. dispute or other matter in
question ha.~ arisen. and in no event IhaII any such demand
be made after tbe date when institution or lepI or equitable
pruceedina.' ba5ed on sucb claim. dispute or otber matter in
question would be barred by l~ appl~bIc SWute of limi-
tatiuns.
16.4. No arbitration winl out of or rclad... to the Con-
tract Documents sballinctucle by cOlltOliclalion. joinder or in
any otber manner any other penon or entity Cincludina
ENGINEER. ENGINEER.s qents. employees or COMU..
tants) who is not a pany to this contnlCt unJes..:
16.4. I. lbe inclusion 01 such other persall or entity is
necessary if completerelieC is to be aft'orcIed aIIIOftI tbo5c
who aft already parties to the arbitration.
16.4.2. such ocher penon or entily is IUbs&antiaJly
involved in a question of law or fact which is common to
those who are atrady .,.nies to me wbitratioa and which
will arise in such proceedinp. and
16.4.3. tbe wriaen __ 01 the __...... or entity
soqIU to be iDcludecllftd 0( OWNER ... CONTRAC-
TOR bas been obtained for such incJusioIa. which consent
shaJl make s,... .,:Jic reference to this ........: but no
such consent shall conslitute consent to arbitration of any
dispute not s.... .:Jically described in such consent or to
arbitration with any pany 110I specjIcaIly idenaified in such
consent.
16.5. The award rendered by the arbilralan will be final.
judpnent may be entered upon it in any coun ..vi... juris-
diction th,~,. ~ .f.. and will not be subject to mocIifkaIion or
appeal except to the extent permitted by Sections 10 and 11
of the Federal Arbitration Act (9 U .S.C. 1110.11).
ARTICLE 17-MISCELLANEOUS
Gin., N"~:
11.1. Whenever any provision of the Contract Docu-
ments requires the aivin, of wrinen notice. it will be deemed
to have l ~ .... validly liven if delivered in person to the indi-
vidual or to a member of tbe firm or to an officer 0( the
corporation for whom it is intended. or if delivered at or sent
by rqist,,,,,, .J or certified mail. poscaae prepaid. to the last
business address known to the liver of the notice.
C..., ~T~1I ofn..:
17.2. J. When any period of time is reCi.,....d to in the
COftlnct Documents by days. Ie will be computed to exclude
the fint and include the last day of such period. If the la5t
day of any such period (ails on a Saturday or Sun~ay or
Oft a day made a Iepl holiday by the law of the applicable
jurisdiction. sucb day will be omitted from the computa-
tion.
17.2.2. A calendar day of twenty-four houn measured
from llliclnilht to tbe next midnipt shall constilute a day.
~1ImIl:
11.3. Should OWN ER or CONTRACTOR suffer injury
or damqe to penon or property because of any l..'I I. .r. omis-
sion or act 01 the ocher pMy or 01 .y 01 tbe uaher pan y' s
-pIoyees or ..... or ochers for wbole ICIS the other pany
is leptly liable. claim will be ..... in writi... to the otber
I*ty within a rea""'" lime 01 theftrst observance of such
iqjuty or....... The provisions of tbis ......ph 11.3 shall
ROC be COllllrued 15 a substituae for or a waiver of the pro-
visions of any applicable _tute of linlitationl or repo5C.
17.4. The duties and obIipIions imposed by these Gen-
enI Coaditions ud 1_ ,...S and I'eIIIedies available here-
under to the .....ies hereto. and. in l*1icular but withuut
limitation. tt. ~. .........ees and obIiptions impuwd
upon CONTRAl.a vR by parqraphs 6.30. 13.1. D.I:!. 13.14.
14.3 and 15.2 and all of the ,;pts and remedies available to
OWNER and ENGINEER thereunder. are in addition to.
and are not to be construed in any way as a limitatiun uf. any
rilhts and.l..medies available to any or all of them which are
Otherwise imposed or available by Uws or Rqulalions. by
special warranty or auarantee or by OIher provisions of the
Conll'llCt Documenls. and tbe. provisioas of this parav.aph
will be as efTective as if repeated speciftcally in the Contract
Documents in connection with each particular duty. oblip-
tion. riabt and remedy to which they apply. All reprc5enta-
tions. warranties and auaranlees made in the Contr.act Doc.
uments will survive final payment and termination or com-
pletion 01 tbe Aareement.
31
OOaJMENT 00800
SUPR..EP-t:NTARY mNDI TIONS
These Supplementary Conditions amend or supplement the Standard General
Conditions of the Contract Documents. All prov Isions which are not so
amended or supplemented remain in ful I force and effect.
..s.c-1 DEF I N JIJONS.
SC-1.1 The terms used In these Supplementary Conditions or in the
other Documents or Sections which are defined in the Standard
General ConditIons or Sections have the meanings assIgned to
them in the General ConditIons except as modIfied as fol lows:
Contract Price - The moneys payabl e by OttNER to CDNTRACTOR
under the Contract Documents as stated in the Agreement.
InItially determined as the sum of the extension of the
unIt price bId and the estImated quantity of Work, or the
total amount bid for Lump Sum bids.
ENG INEER - Tol tz, Kl ng, Duvall, Anderson and AssocIates,
Inc., 2500 Amer i can National Bank Bu f I ding, St. Pau I, Mn
55101.
Subcontractor - An indIvidual, firm or corporatIon having
a direct contract w I thCONTRACTOR or with any other
Subcontractor for the performance of a part of the Work
whether at or 8IIay fran the sl tee
S u cce s sf u I Bid de r - Th e I ow est qua I I fled res po n sIb I e
bIdder to whan CJ1NER makes 8n award.
SC-1.2 Whenever used In these Supplementary Conditions or In the
other Documents and Sections, the fol lowing addItional terms
have the meenlngs Indicated which are appl Icabl e to both the
singular and plural thereof:
Access Road - That roadway 1 ncl uded with i n the
construction I tmits for egress and ingress fran a publ ic
roadway to the construction site.
Bidder - An Indlv Idual, partnership, or corporatIon who
submIts a bId for the Work to be performed.
-
Easement - A rIght acquIred to use or control property for
a desi gnaTed purpose.
Item - A unIt of Work for which a price is provided in the
Agr eEment.
00800-1
9217
Right-of-way - The whol e area which Is secured and
reserved for hIghway purposes, raIlroad purposes, or
Through which the Improvement is located.
Roadway - Where curbs are constructed, that area located
between the curb lines. Where curbs are not constructed,
that area located between the outsIde shoulder lines.
Shoul ders - That portion of the roadway between the edges
of the surfacIng materIal and the insIde edges of the
dl tch and f' II slopes.
Special Provisions - Specific clauses setting forth
condItions or requirements peculiar to the proJect and
covering Work or materials whIch are not covered by the
standard specifications. Also may be termed General
Req u I rEments.
Standard Plates - Draw ings which show standard
construction detail s which have been prepared and/or
approved by the ENG INEER and are usually bound with the
specl f leati on5.
SC-4 AVAILABJL IJY OF LANDS: PHYS leAL CDNDITIONS~ REFER~N~ R) INIS.
Physl ca I Cond I ti ons - I "vest 1 gatl ons and Reports;
SC-4.2 In the preparation of DrawIngs and SpecifIcations, ENGINEER
may have rei led upon reportCs) and tests of subsurface and
latent physical condItIons at the site or otherwise affectIng
cost, progress or performance of the Work. Perti nent reports
or tests ere bound I n these Speci f leatl ons.
Reference PolntJU
SC-4.4 ENGINEER will prov Ide engl neering surveys for construction
i nc Iud i n9 a I i gnment, gr ade and oth er necessary po I nts with
proper notes thereon, accompanied when necessary by detailed
instructions. The CONTRACTOR wll I be responsible for the
preservation of all survey stakes and marks, and if, In the
opinion of the ENGINEER, any of the survey stakes or marks
have been carelessly or wlllfully destroyed or dIsturbed by
the CONTRACTOR, the cost to the OWNER for replacing them shal I
be deducted fran the payments due to the CONTRACTOR for the
Work.
SC-4.5 OONTRACTOR sh al I prov t de Et{; IN EER s uf f 'c' ent not I ce of need
for construction stakes to al low ENGINEER 24 hours for
schedu I I ng survey sand suf f I c lent t I me to accom pi ish survey.
CONTRACTOR shall provide a clear line of site for staking as
requl red and shal I Immedt atel y noti fy the ENG INEER I f any
po I nt s or stake s set are not true to line or gr ade or if the
staking appears to deviate from the plan.
00800-2
9217
SC-5 BONDS AND INSURANCE:
Performance and OTher Bo~
SC-5.1 Bond forms used shal I meet statutory requIrements.
CONTRACTOR's Insuranqp~
SC-5.3 CONTRACTOR's Insurance requl red by paragraph 5.3 of the
General Conditions Is I isted In the Special ProvIsIons,
Sect Ion 0 1 01 O.
SC-6 CONTRACTOR'S RESPONSI8ILITIE~
Labor. MaterIals and EquIpment:
SC-6.3 Ame nd the fIrst sentence of paragr aph 6.3 of the General
CondItIons to read as fol lows: "CONTRACTOR shal I provIde
competent, suI tabl y qual;f led personnel to perform
construction as requIred by the Contract Documents"; and as so
amended, paragraph 6.3 remaIns In effect.
SC-6.4 ,*NER w I II prov Ide water for CONTRACTOR's use for the work
from hydrants located wIthIn or ImmedIately adjacent to the
present SI tee
CONTRACTOR s h a I I P r ov f d e all I a b 0 r and e quI pm e n t to
Incorporate the water In the Work and shal I coordinate the
schedule and operatIon of the hydrants wIth the utIlity
super i ntendent.
If OWNER has no munIcIpal water system, CONTRACTOR shal I
furnf sh at h Is own cost, all water necessary for the work.
T axe s :
SC-6.15 Delete paragraph 6.15 of the General CondItions in Its
entirety and Insert the fol lowing in its place:
CONTRACTOR shal I pay al I sales, consumer, use and other
sImIlar taxes, contrIbutions for unemployment Insurance, old
age retIrement benefIts, lIfe pensions and annuItIes requIred
to be paid by him In accordance with the law of the place of
the Proj ect.
.u.s.A o~:
SC-6.17 Add the following language at the end of the first sentence
of paragraph 6.17 of the General Conditions:
He shall maintain the Work to allow partial utilization of
the project as requIred.
00800-3
9217
SC-9 ENG INEER' S STAlUS DURING OONSTRUCT ION
fro ~ Representation:
SC-9.8 Resident Project Representative Is ENGINEER'S Agent, wll I act
as dIrected by and under the supervision of ENGINEER, and will
confer with ENGINEER regarding his actions. Resident Project
Representative's dealings in matters pertaIning to the on-site
Work sh al I ,I n ge neral be onl y w tth ENG INEER and CONTRACTOR,
and dealIngs wIth Subcontractors shal I only be through or wIth
the full knowledge of CONTRACTOR. Written communication with
OW NER w III be onl y through or as directed by ENG IN EER.
Resident Project Representative duties and responslbll ities
will be as follows:
Sc-9.8.1 Rev lew the progress schedul e, schedul e of Shop
DrawIng submissions and schedule of values prepared
by CONTRACTOR and consul t with Et-G INEER concern I ng
their acoeptabil iiy.
SC-9.8.2 Attend preconstruction conferences. Arrange a
schedule of progress meetings and other Job
conferences as requIred In consultation with
ENGINEER and notIfy those expected to attend In
advance. Attend meetings, and maIntaIn and
circulate copies of mInutes thereof.
SC-9.8.3 Serve as ENGINEER's liaIson wIth CONTRACTOR, working
principally through CONTRACTOR's superintendent and
assIst him In understanding the Intent of the
Contract Documents. AssIst ENGINEER in servIng 8S
OWNER's I I 8t son w tth CONTRACTOR when OONTRACTOR's
operatIons affect OWNER's on-site operations.
SC-9.8.4 As requested by ENGINEER, assist in obtaining fran
OWNER additional detaIls or information, when
required at the Job site for proper execution of the
Work.
SC-9.8.5 Receive and record date of receipt of Shop Drawings
and samples, receive samples which are furnished at
the site by CONTRACTOR, and notify ENGINEER of their
avail ab I I i ty for exam I nation.
SC-9.8.6 Advise ENGINEER and CONTRACTOR or its superintendent
immediately of the commencement of any Work
requiring a Shop Drawing or sample submission If the
submission has not been approved by ENGINEER.
SC-9.8.7 Conduct on-sIte observatIons of the Work In progress
to assist ENGINEER In determinIng If the Work is
proceeding In accordance with the Contract Documents
and that completed Work wll I conform to the Contract
Documents and approved shop draw I ngs and sampl es.
00800-4
9217
SC-9.8.8 Report to ENG INEER whenever he bel ieves that any
Work is unsaTi sfac:Tory, faul Tv or defective or does
not conform to the Contract Documents, or does not
meet the requl rements of any inspections, tests or
approval requIred to be made or has been damaged
prior to final payment; and advIse ENGINEER when he
believes Work should be corrected or rejected or
should be uncovered for observatIon, or requires
special testing, inspection or approval.
SC-9.8.9 Verify that tests, equipment and systems startups
and operating and maintenance instructions are
conducted as requi red by the Contract Documents and
in presence of the required personnel, and that
CONTRACTOR maintains adequate records thereof;
observe, record and report to ENGINEER appropriate
details relative to the test procedures and
startups.
~
SC-9.8.10 Accompany visiting Inspectors representing publ ic or
other agencies hav Ing Jurisdiction over the Project,
record the outcome of these inspections and report
to E~ INEER.
-
SC-9.8.11 Transmit to CONTRACTOR ENGINEER's clarifIcations and
interpretatIons of the Contract Documents.
SC-9.8.12 Cons i der and eval uate CONTRACTOR's suggesti ons for
modi f icatlons in Draw ings or Speci f Ications and
report them with recommendatIons to ENGINEER.
SC-9 .8 . 13M a i n t a I n 8 t the Job sit e 0 r de r I y f tie s for
correspondence, reports of Job conferences, Shop
Drawings and samples submissIons, reproductions of
orIginal Contract Documents including all addenda,
change orders, field orders, additional Drawings
Issued subsequent to the execution of the Contract,
ENGINEER's clarifications and interpretations of the
Contract Documents, progress reports, and other
Project related documents.
SC-9.8.14 Keep a diary or log book, recording hours on the Job
site, weather conditions, data relative to questions
of extras or deductIons, list of visiting officials
and representatives of manufacturers, fabricators,
suppl iers and distributors, dally activities,
decisions, observations In general and specifIc
observations In more detail as in the case of
observing test procedures. Send copies to ENGINEER.
SC-9.8.15 Record names, addresses and telephone numbers of al I
CONTRACTORS, Subcontractors and major suppl Jers of
materials and equipment.
00800-5
9217
SC-9.8.16 Measure and record quantities of Work completed in
accordance WiTh The UniTs and Method of Measurement
specified in the Contract Documents, or CONTRACTOR
breakdown in the case of lump sum bids.
SC-9.8.17 Furnish ENGINEER periodic reports as required of
progress of the Work and CONTRACTOR's compl i ance
with the approved progress schedule and schedule of
Shop Draw I ng subm I ssl ons.
SC-9.8.18 Consult with ENGINEER In advance of scheduled major
tests, inspect Ions or start of I mpor ta nt ph ase s of
the work.
,....
SC-9.8.19 Report ImmedIately to ENGINEER upon the occurrence
of any accl dent.
SC-9.8.20 Rev lew appl Icatlons for payment with OONTRACTOR for
compl lance with the estebl Ished procedure for theIr
submIssion and forward them with recommendatIons to
ENGINEER, noting particularly their relation to the
schedule of values, Work completed and materials and
equipment delivered at the site but not Incorporated
I n Work.
-
-
SC-9.8.21 Our I ng the cour se of the Work, ver I fy that
certl f lcates, mai ntenance and operation manua I sand
other data required to be assembled and furnished by
CONTRACTOR are applicable to the Items actually
Instal led; and deliver this materIal to ENGINEER for
his rev I ew and forw ar d t ng to OW NER pr lor to f I na I
acceptance of the Work.
SC-9.8.22 Before ENGINEER issues a Certificate of Substantial
Completion, submit to OONTRACTOR a I ist of observed
Items requiring completIon or correction.
SC-9.8.23 Conduct final inspection In the company of ENGINEER,
OWNER and CONTRACTOR and prepare a final list of
I terns to be compl eted or corrected.
SC-9 .8 .24 Ve r I f y t hat a I I I te m son f J n a I I 1st h a v e bee n
completed or corrected and make recommendations to
ENG INEER concerni ng acceptance.
SC-9 .8 .25 Ex c e p t u po n w r t t ten Ins t r u ct ion s 0 f E NG I NEE R,
Resident Project Representative:
B.
Shall not authorize any dev lation from the
Contract Documents or approve any substItute
materials or equipment.
Shall not exceed I Imitations on ENG INEER' s
author ity as set forth in the Contract
Documents.
A.
00800-6
9217
c. Shall not undertake any of the responst b I I iti es
of CONTRACTOR, Subcontractors or CONTRACTOR's
superintendent, or expedIte the Work.
D. Shal I not advise on or issue directions relatIve
to any aspect of the means, methods, techniques,
sequences or procedures of construction unless
such is specifically cal led for In the Contract
Documents.
E. Shal I not advise on or issue directions as to
safety precautions and programs in connection
with the Work.
F. Shall not authorIze OWNER to occupy the Project
in w hol e or I n part.
G. Shall not parti ci pate in speci al Ized f lei d or
I aboratory tests.
Dec i...sJ ons and DisagreEments:
SC-9.9 Quantity of Work which will be appl led to the Unit Price or
I ump sum bid to determ I ne pay ment to the CX)NTRACTOR w III be
de term I ned by the EN; I NEER.
SC-ll CHANGE OF QPNTRACT FRI~.
-
Del ete paragraph 11.3 and subparagraphs 11.3.1, 11.3.2 and 11.3.3 of
the General Conditions In its entirety and insert the fol lowing in
Its place:
SC-l1.3 The val ue of any work covered by a Change Order or of any
claim for an Increase or decrease in the Contract Price shal I
be determined as fol lows:
SC-l1 .3.1 Where the Work i nvol ved Is covered by Un It Pr ice s
contaIned In the Contract Documents, by appl ication
of UnIt PrIces bid to the actual quantities of the
items involved. No adjustment In UnIt Price bid
wll I be made for any increase or decrease in actual
quantities of work from the estimated quantity
contained in the Contract Documents.
SC-ll .3.2 Where the ~'ork i nvol ved is not covered by un I t
pr ices I n the Contract Documents, by mutual
acceptance of a I ump sum or by appl Icati on of the
prov IsI ons of paragraphs 11.4, 11.5 and 11.6 of the
General Conditions.
00800-7
9217
SC-13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REM>VAL OR
ACCEPTANCE OF DEFECT IVE WORK.
~
Tests and Inspectlon~:
Sc-13.5 OrganIzatIons referred to In paragraph 13.5 of the General
CondItIons shal I also be acceptable to ENGINEER.
SC-13.6 CONTRACTOR may cover utIlIty line Work wIthout written
concurrence of the ENG INEER unl ess the EN3INEER dt rects In
wrIting that the utll fty line Work, or portIon thereof,
rema I n uncovered untl I EN3INEER di rects CX>NTRACTOR to cover
that Work.
5C-16 ARBITRATION.
Delete thIs ArtIcle In Its entIrety. No claims, dIsputes and other
matters In questIon between OWNER and CONTRACTOR wIll be decIded by
arb I trat1 on.
-- END OF SECTION --
00800-8
9217
SECTION 01010
SPECIAL PROV IS IONS
--
1. SPECIFICATtPNS WHICH APPLY. All work under this contract shall
conform to the requl rements of the General COnditions, Suppl ementary
CondItIons, and the fol lowing standard specificatIons:
A. Minnesota Department of TransportatIon (MnDOT) Standard
Specifications for Highway Construction, latest editIon,
Divisions II and III, available in SaInt Paul, Minnesota.
/
B. City EngIneers' AssociatIon of Minnesota (CEAM) Standard
UtI I ities SpecifIcations for Watermaln and Service LIne
Installation and SanItary and Storm Sewer InstallatIon, attached
to these specIfIcations.
It Is poInted out that the requIrements of the standard specifications
pertain to al I dIvIsIons of the work.
These Special ProvIsIons shall modify, amplIfy, or voId as Indicated
In all of the above. In cases where the standard specifications are
In confl ict with eIther the General Conditions, Supplementary
ConditIons, or the Special ProvisIons, the order of supersedence
shall be Speci al Prov Islons, Suppl ementary condi tlons, General
ConditIons and Standard SpecifIcations. Paragraphs herein are cross
referenced by correspondl ng number to the appl Icabl e standard
spect f icatl on.
2. GENERAL CONDITIONS. The followIng requirements are special provIsions
regarding the General ConditIons and Supplementary CondItIons of this
co ntr act.
SP-4 Ava' I ab' I itv of Lands; Physl~1 Condltlon~; Re~.erence Points
SP-4 . 1
~vall abll ity of LAnd
SP-4 .3
Examination of Plans, Spe~lflcatlons and SitA at
~. The CONTRACTOR shal I not trespass on easement
areas for sIte InspectIons or evaluatIon prior to
certIficatIon in writIng fran the ENGINEER that the
easements rIghts are In effect.
Physical Condttj~-Underground Facll it~
Pros~~J.l1J on o..fW,gr:k ~.M Publ Ie U+II ,tv~ Propertl.e,s.
Itw III be the CONTRACTOR's responsi b I I ity to
contact and notify the MunIcipal or County Publ ic
Works Departmen1" to obta I n I ocatl ons of any exl stl ng
water boxes, clUrb stops, manhol es and catch basI ns
and any other :structures, pI pes, etc., above or
below ground which might Interfere with work
proposed in the contract.
01010-1
9217
SP-5.4
SP-5.4.1
SP-5.5
SP-5 .5 .1
SP-5.6
SP-5.6.1
$1,000,000.00 and Property Damage I n an amount of
not less than $500.000.00 for each and every motor
vehicle engaged In operatIons within the terms of
this contract peroccurrenoe.
Contractual Ltabilltv Insurance
f.u..ll.LJr. L.l..a.bJllty and Property Damage Insurance.
The CONTRACTOR shall take out and mal nta In dur I ng
the life of th is contract such Comprehensl ve Public
Liability Insurance, Property Damage Insurance and
CONTRACTOR's Contingent or Protective Insurance as
shal I protect him and any Subcontractors performing
work covered by this contract from claIms for
damages for personal Injury, Including death, as
well as from cllalms for property damages whIch may
arIse from operatIons under this contract, whether
such operations are by himself or by any
Subcontractor or by anyone direct I y or I nd i rect I y
employed by either of them, and the amounts of such
insurance shall be as follows:
PublIc Llabil Itv Insurance In an amount of not less
than $500,OOO.OCI for InJurIes, IncludIng accidental
death of anyone person, and subject to the same
lImits for each person, In an amount of not less
than $1,000,000.00 on account of each occurrence,
and Property Damage I n sur ance I n an amount of not
less than $500,000.00 for each occurrence and
$500,000 aggregate amount.
In addItIon, the CONTRACTOR shal I provIde a
$2,000,000.00 umbrella clause.
()l NER' s L lab i I itv I nsur anc.e
OdNER's Pro~ctl~e Contln~l')t Ll.AhJ I it~_Jnsurance.
The CONTRACTOR shal I take out and maIntain durIng
the I ife of the contract, in a company or compani es
approved by the ENGINEER, OWNER's Protective
Contingent Llabl I Ity Insurance wIth the OWNER as
named Insured and wIth the ENGINEER as an additional
named Insured and In amounts as specified for
CO NTR ACTOR's L I ab i I i ty Ins ur ance for persona I
injury, including death, and for property damage
w h i ch shall be prov ided and pa t d for by the
CONTRACTOR. The pol icy shall be del tvered to the
OWNER after Its approval by the Et'l3INEER.
Property Insurance
f~L~_l~~~L~~~a_~D~~fx~n~~~_~~~A~~. The
CONTRACTOR shall carry fire and extended coverage
Insurance i ncl udi ng at so vandalism and mal iclous
coverage on the work i ncl u dad t n th Is contr act from
01010-3
9217
SP-6 . 1 6 . 1
SP-6 . 1 7 . 1
The successful CONTRACTOR is required to obtain a
permit from the Scott County Highway Department
bef ore beg Inn I ntg work I nsl de the hIghway r i ght-of-
way. To obtaIn this permIt, the CONTRACTOR must
compl ete an application for permit, which will be
suppl I ed upon r~uest; prov ide ev I de nce of bo nd to
another Governmental Agency or provide a bond In the
requ I red amoun1' to Scott County; and prov I de a
sketch of the proposed traffic control plan which
must be in accordance with Appendix B of the
Minnesota Manual on Uniform Traffic Control.
At anyti me the surf ace of a County Road or County
State A I d Highway I s damaged or removed, the surface
must be repaIred to Its origInal cross-sectIon or to
a minI mum of sl x (6) Inches of CI ass 5 and sIx (6)
inches of Bituminous Mixture (2341) whichever is
greater. BItumInous mIxtures must be placed In
lifts not exceedIng three (3) inches in thickness
for Base and B l' nder courses, and not exceed I ng two
(2) inches for the granular. If unsuitable material
Is encountered during excavation, It must be removed
and replaced wIth Granular Material meetIng MnDOT
SpecIfIcation No. 3149 for select Granular Borrow.
Maintenance DuC1ng ConstructID~. The CONTRACTOR
sh al I noti fy the property OWNER before any dr iveway
is blocked and provide suffIcient time to move their
vehicles. No driveway shal I be blocked for more
than 24 hours without wrItten authorization of the
EOO I NEER.
U ~e of Ma t,j)..r:J.JIJ ~ F 0 un don t.hJL1l.Qr...k.. The 0 W N E R
retains ownership of all materials salvaged,
removed, or excavated under this contract.
Excavated soIls or aggregates shal I be used to theIr
fullest extent within the project under this
contract as directed by the ENGINEER.
The CONTRACTOR", i II be req u I red to dispose of al I
excess materIal deposits fol lowing constructIon and
prior to final acceptance of the project. The cost
of di sposl ng o'f excess material as descr ibed shall
be i nci dental.
SP-6 .20.4 .Bas.1r.l.c.1~.d._.U..sil_Qi....1b.~_.s:tL:ii~i..b~.Ir..a.Uj~. Th e
CONTRACTOR shal I noti fy the Pol ice and Fire
Departments prior to commencing construction that
will restrict traffic on a traveled roadway and
shal I again notify upon reopenIng the roadway to
traffic. The CONTRACTOR must provide for emergency
pol Ice and fire access to all properties at all
ti mas.
01010-5
9217
SP-14.8 Specified Completion Date. AI I work except wear
course shal I be completed by October 1,1988. Final
wear course shal I be completed by July 15, 1989.
SP-14.11 final Inspection. After the ENGINEER Is notIfied by
the CONTRACTOR that the work Is ready for final
inspection, the ENGINEER and his assistants shal I
inspect the work, and assembl e a punch I 1st statl ng
any needed correctIons or additIons which are
necessary to make the work fully acceptabl e to the
OWNER. After noti f ication by the CONTRACTOR that
al I corrections or addItions have been completed,
the E~INEER and hIs assistants shal I re-Inspect the
work. If the re-Inspectlon reveals that the
corrections or additIons have not been made, or have
not been made pr'operly, making necessary additIonal
f nspect Ions and assembl y of punch lists, the OWNER
shal I be entItled to recover as damages and may
deduct fran the unpe I d part of the contract the cost
of the ENGINEER and his assIstants while engaged in
the additIonal Inspections and assembly of punch
I I sts.
SP-14.13 f.l.Da I P~nt and Acceptance
SP-14.13.1 Certl f icate of ~r IthhgJ dl ng State I ncomp, T~. F i na I
payment shall not be made to the CONTRACTOR until he
furnl shes a certl f icate show ing that he has compiled
with the provisions of M.S.A. 290.92 requiring
wIthholding Income tax wages at the source. Said
certl f lcate shall be executed by the CommIssIoner of
Taxation. Forms for certl f tea tl on may be obta I ned
from the WIthholding Tax UnIt, Department of
Taxation, Centerml al Bul I dt ng, Sal nt Paul, Mi nnesota
551 01 .
SP-14 .13.2 Liens. Ne I ther the f I na I payment nor any pa rt of
the reta I ned percentage shall become due until the
CONTRACTOR shall del iver to the OWNER a complete
rei ease of al I II ens arisi ng out of th is contract,
or receipts In I leu thereof; and, in eIther case, an
affIdavit that so far as he has knowledge or
I nformatl on, thE~ rei ease and rece I pts I ncl ude al I of
the labor and materials for which a I ien can be
filed. The CONTRACTOR may, If any Subcontractor
refuses to furnish a release or receipt in ful I,
furnish a cash bond satisfactory to the OWNER to
I ndemnl fy the OWNER aga I nst any cl aim by I ten or
otherwise. If any lien and/or claim remains
unsati sf ied after all payments are made, the
CONTRACTOR shall! refund to the OWNER all moneys that
the latter may be compelled to pay In discharging
such lien and/lor claim Including all costs and
attorney's fees.,
01010-7
9217
SECT ION QJJlU.
LOCATION AND OESCR IPr ION OF 1l:I.EJI.QBK
fART 1 - GENERAL
1 .01. IH.E_G.fHf.RAl_CQ.HDIIIo.tt.s~_.sll.Eflf.MEliIARY CO.tW I T IONS AND SPEC.LAL.
ffiOvrSIONS apply to this and every and section of the specifications.
1.02. SCOPE. Under th is section of the speci f ications, the work as stated
consists of furnishing all labor, material s, ski lis and facll ities
requ I red to:
A. Perform common excavati on a.nd embankment.
B. Construct watermain, complete with pipIng and appurtenances.
c. Construct storm sewer compl ete with pi pi ng, structures and
casti ngs.
D. Construct streets with gravel base, concrete curb and gutter,
sIdewalk, bituminous base, binder and wearing surfaces.
E. Perform surface restoratIon work, cleanup and any work
incidental to the above.
The work is located within the corporate I imits of the City of Prior
Lake, Mi nnesota.
fAR T , -. EBOOlJ.CIS
(Not Appl icabl e)
PAR T 3 - EXE.CUJJ.o.H
3.01. ~fH.ER~L. The work consists of constructing Pleasant Street
improvements along an al ignment of dedicated right-of-way. Any
additional easements wil I be acquired prior to award of contract for
the Pleasant Street Improvements.
The (x)NTRACTOR, upon noti ce to pr'oceed, will commence construct i on by
str i pp i ng of topso i I,. remov i ng m ii see I I aneous s i dew al k, concrete cur b,
bituminous boulevard, and bituminous pavement.
3.02. EXCAVATION. Common excavation w III be compl eted to the I im its as
noted on the plans or as directed by the ENGINEER in the field to
remove any unsuitable material affecting construction.
Upon completion of excavation, embankment construction wll I take
place to establ ish subgrade to the elevations and sectIons shown on
the pi ans.
010111-1
9217
.sECT 10M 01 025
MEASUREMENT AND PAYMENt
1 . TH E G EN ERAL CO NOr T I QliS"._.sllffL.f.HElilf1BY_~Q.HI21IlQH.s_ati.o_s..Ef~lAl
.PROVJSIONS apply to this and every sectIon of the specifications.
2. sroPE. ThIs section covers method of measurement and payment for the
Items of work under this contract.
3. GENERAl. The BID PRoroSAL shall cover all work shown on the contract
draw I n g san d / 0 r r e quI red by the s pe c I fica t Ion s. A I I co st sIn
connectIon wIth the work Including furnishing of al I material s,
providIng al I construction plant and equIpment, and performing al I
necessary labor, coordination, superv Islon, and management to fully
complete the work; shal I be Included In the unit or lump sum prIces
quoted In the BID PRoroSAl. AI I work not specIfically set forth as a
pay Item In the BID PROPOSAL shal I be considered a subsidiary
obi Igatlon of the (X)NTRACTOR and all costs In connectIon therew Ith
shal I be Included In the amounts and prIces submitted In the BID
PROPOSAL.
4. .MEItlQD_Q.E_MEaSUBfMEHI_.EO.B_fAYMf.tU. The fol low I ng methods of
measurement for payment wll I be used to derive the quantIties
Installed:
A. Watermafn Const~uctloD
1) Watermaln shall be measured by lIneal foot complete In
place and paId at prIce quoted in the BID PROPOSAL.
2) ~tp, V~ shall be measured per each, and pa I d at pr Ice
quoted I n the BID PRoroSAL.
3) F::lttlngs shall be measured by the pound as based on the
weIght of mechanIcal joInt cast Iron fIttIngs noted in
"Clow-Plpe Economy 82" and paId at the price quoted In the
BID PROroSAL.
4) ~Q.n.nfl.c.:t_.:tQ_E~l.s..tlJl.g_Watermaln. Connect to exl stl ng
watermaln shal I be measured per Lump Sum Including al I
requIred fIttIngs, and paId at the prIce quoted In the BID
PROPOSAL.
Hydrant L..e..a,gs. shall be measured by the LIneal Foot from
the center of the watermal n to the hydrant and pa I d at the
prIce quoted In the BID PROPOSAl.
6) Gate Val ve Adjustment shall be Incidental unl ess an Item
Is I ncl uded I n the BID PROPOSAl for payment.
5)
01 02~5-1
9217
6) Bituminous Surfacln9. SurfacIng material wll I be measured
by Ton, and paId at prIce quoted In BID PROPOSAL.
7) BItuminous Materla1-fQr Mixture. BItuminous materIal wll I
be measured by Ton, and paId at prIce quoted In BID
PROPOSAL.
8) B I tum I nQJLS Tack Coat w I I I be measured by the Gallon and
paid at the price quoted In the BID PROPOSAL.
9) TopsoIl B.grrQW... Topsoil will be measured by cubIc yard,
(loose volume), and paId at price quoted In BID PROPOSAL.
No compensatIon wll I be made for salvagIng and replacing
exl stl ng topsol I I ncl dental to utI I Ity or street
construct I on.
10) Salvaged TopsoIl Placement shal I be IncIdental, unless an
Item Is Included In i'heBID PROPOSAL for payment.
11) Curb and GUTTQL. Curb and Gutter wll I be measured per
lineal foot and paId at the prIce quoted In the BID
PROPOSAL.
12) ~l~.ar:.l.n~_A.n.a_G.J:JLlll.b..Ln~. Payment for the accepted
quantItIes of clearIng and grubbIng, at the Contract
p r Ice s per un I t 0 f mea sur e, s h a I I I n c I u de f u I I
compensation for al I removal and d I sposa I costs, I ncl udl ng
the costs of secur I n~J outsl de dl sposal sl tes as needed and
of carryIng out the specIfIed treatment In dIsposing of
el nwood tl mber.
13) Roads I de Seedl ng. 5E~edl ng w III be measured per Acre, and
paId at prIce quoted In the BID PROPOSAL.
14) Seedlng~ Mixture. S~~ed w III be measured per pound, and
paId at prIce quoted In the BID PROPOSAl.
1 5) Commerct al FerTI I Izer. Fertl I Izer w II I be measured per
Pound, and pa I d at pl~ I ce quoted I n the BID PROPOSAl.
16) Mu I ch Mater I ~I. Tv~.J... Mu I ch w II I be measur ed per Ton
and paId at prlce- quc:>ted In the BID PROPOSAL.
17) Soddl ng. Sod w I II be measured by the Square Yard, and
paId at price quoted In the BID PROPOSAL.
18) Sidewalk. SIdewall( removal and repl acement w tll be
measured per Square Foot, and paId at price quoted tn the
BID PROPOSAL.
01025-3
9217
SECT ION 02102
a.. EAR I NG AND G RUBS I NG
PAR T 1 - GEN ERAL
1 .0 1 .Ifi.E_G..EH.ERAL_CQH.olI10H.s.__.sllffLf.Mf.HI~RY-Co.HO I T ION S "NO SPEClAL.
,PROVISIONS apply to this and every sectIon of the specificatIons.
1 .02.SCO~. Under this section of the specifications shal I be Included the
Clearing and Grubbing operation within the construction I imits and
areas for excavation and grading.
1 .03.BASIS OF PAYMENr. Refer to Section 01025, Measurement and Payment.
PART 2 - PROw..c.r..s.
(Not Appl Icabl e)
fAR U - EXE ruT IDli
3.01.CLEARI.Na. The cl earing operatIon shall consl st of cutti ng and
removIng the trees, shrubs, bushes, wlndfal Is and other vegetation
withIn the construction limIts.
3.02.GBUaS1HG. The grubbing operation shal I consist of removing and
disposing of the stumps, roots, and other remains. Unless otherwise
perm Itted, stumps shall be removed compl etel y. I f any stumps are
permitted to remain, they shal I be cut off not more than six inches
above ground.
3.03.DISPOSAL OPERATIONS. AI I tImber, stumps, roots and other debris or
byproducts resul ti ng from the clearing and grubbing operations shall
be disposed of by the CONTRACTOR In accordance with the provisIons of
rv1nDOT Specification 2104.3c as appl ied to combustible materials,
subject to the additional requirements and I imItations set forth
herel n.
No wood material over 6 inches In dIameter shal I be destroyed by
bur n I ng or bury I ng wIthout first h av I ng been of fered to th e pub I I c, by
the CONTRACTOR, for use as firewood In accordance with the intent of
Minnesota Laws 1980, Chapter 614, Section 185.
All el fTWood timber, stumps, roots ,and debr Is, together with the bark
and any byproducts with adhering bark of elm tree origin, that are not
di sposed of with in the right-of-way by burni ng or bury i ng shall be
dIsposed of according to Minnesota Rules 3MCAR 1.0111. All timber,
stumps, roots and debris from oak wIlt infested trees of the red oak
fam II y shall be disposed of accord I ng to 3MCAR 1.0111. For cl earing
and grubbing operations performed between April 1 and September 15,
final disposal of elnlftood and oak wilt infected red oaks shall be
accompl ished with in 20 days; and for those operatIons performed
between September 15 and March 31, the final dl sposal shall be
acoompl tshed before the succeeding April 1.
02102-1
9217
.sECT ION Q.Z1.Atl
DEWATER ING
.fAR T 1. - GENERAL
1 .01. I!:iLG..EN.EBAL._.co.HJlII1QH.s~.sllffL.f.ME NT AR Y CO NO J r I Ot-J S AN D S p~ 0 I AL
PROVISIONS apply to this and every section of the specifIcations.
1.02. SCOPE. Under this section of the specifications, shall be Included
the providing and maintaining of an adequate dewatering system to
remove and dispose of al I surface and groundwater enterIng
excavation, trenches, and other parts of the work.
1.03. MEASURE~NT AND PAYMENT. There shal I be no direct compensation made
for the dewaterIng of trenches or dewaterIng of excavatIon for
structures and shal I be consIdered IncIdental to the sanItary sewer
or watermaln constructIon.
PART 2 ~ PF\OW.tli
(Not Appl Icabl e)
PART 3 - EXEaJT I OJ.{
3.01. CONSTRU~~aN REQUIREMENTS. Each excavatIon shal I be kept dry during
the course of all work hereIn, including subgrade preparation, pipe
Installation, structure constructIon and backfill lng, to the extent
that no damage from hydrostatIc p:ressure, flotatIon or other damage
results. AI I excavations shal I be dewatered to a depth of at least 3
inches below the bottom of the concrete slab or pipe to be Instal led
there In.
The CONTRACTOR may use any method or combinatIon of methods for
dewaterIng he chooses; however, al I dewatering methods and equipment
which, in the opinion of the ENGINEER, are ineffective shall be
abandoned, Improved, replaced or otherwIse altered to obtain
effective dewatering.
The CONTRACTOR shall providel all power, pumps, materials and
apparatus necessary, and shal I be responsible for disposing of the
water pumped from the excavation in a manner which wil I not Interfere
with other work within the area and not to damage publ ic or private
property. The CONTRACTOR wil I be held responsible for the condition
of any pi pe, conduit, ditch, channel or natural watercourse uti I ized
for drainage purposes, and all erosion, sediment or other adverse
resul ts of thei ruse shal I be repa ired.
02140-1
9217
,S,ECT ION 0..2.2D2
SUB GRADE CORRECTION
fART 1 . - GE:r,)ERAL
1 .0 1. IJ:Lf_G.ftlfBAl._.co.Hl!lIlQH.s..._'sllffL..EbJ.EH.I.aR Y CJlJWJ T I Qli$ AN IL S PE CJlJ..
fROVISIONS apply to each 'and every section of the specifications.
1.02. .s~. Under th is section of the specifications shall be Incl.uded
the furnishing of labor and equipment necessary for the removal and
disposal of unsuitable materials in the roadbed and replacing such
mater i al with sand, gravel or crushed rock, together wIth any other
work necessary to provide draInage for the excavatIon.
1.03. BASIS OF PAYMENT. Payment for core excavatIon at the contract price
per cubi c yard shal I be compensatIon in full for all costs of
excavating the material, placIng that part of the excavated material
which Is to be 4tll Ized, and disposing of the excess material.
Payment for aggregate backfIll at the contract prIce per ton of
mater I al sh al I be compensati on J n full for all costs of furni sh i ng,
haul lng, placing and compactIng the material as specified.
fAR T 2 - EB.OD.U.C.I.S.
2.01. MATERIALS. The aggregate backf 111 mater I al shall consl st of sand,
gravel, crushed rock, or any combinatIon thereof, meeting the
fol lowing gradatIon requIrements:
.S i eve ilia
P.e..r.ce nT Ea s s t n g
3"
2"
#40
#200
fART' - EXE.aJT 1Q.t:!
100
80-100
0-50
0-15
3.01 CORE EXCAVATJQ~. The excavation shal I be made to the grade and cross
sections shown on the PI ans. Sand, gravel or crushed rock
encountered in the excavation shal I, to the extent directed by the
ENGINEER, be salvaged and placed in the bottom of the excavation.
All material s which the ENG INEER considers unsuitable for backfill
shall be used for other embankment construction within a haul
dIstance of one mile, as directed, and any remaining materIal shal I
be disposed of by the CONTRACTOR at approved locations within or
outsi de the right-of-way.
02202-1
9217
SECTION 02203
SUBGRADE PREPARATION
fAR T 1 - G~ERAl...
1.01 THE GENERAL CONDITIONS AND SPECIAL PROVISIONS apply to this and every
secti on of the speci f ieati ons.
1.02 SCOPE. Under This section of the specifications shall be Included
the furnishing of all equipment, labor and skill necessary for
shaping and compacting the subgrade prior to placing of the aggregate
base course.
1.03 MEASlJREME~T AND PAYME~J. Subgrade preparatIon shall be considered
incidental to the street construction, unless included in the Bid
Proposal. Refer to Section 01025, Measurement and Payment.
PART 3 - EXEOJTIDN
3.01 CONSTRUCTION. This work shal I be done after any unstable sections of
the subgrade have been repaired and after any exIsting base or
surface courses requl red to be removed have been removed.
The CONTRACTOR shall compact and shape the subgrade for its full
width, as shown on cross section, to produce the requi red stabll ity
In the top 6 inches of the subgrade. The compactIon of the subgrade
shall be accompl fshedby the ordinary compaction method as described
In Section 2211 of MnDOT SpecIfIcations. The required stabl I Ity
shall be such that when any material for aggregate base is deposited
on the subgrade, no rutting or displacement of subgrade wll I occur.
Pr ior to pi acement of aggregate base material, the roadbed shall be
test rol led in accordance with the provisions of MnDOT Specification
2111 (Test Ro I ling) .
-- END OF SEer ION --
02203-1
9217
.s.ECT IQ.tL02525
cnNCR~TE OJR3 AND GUIII:.R AND DR~VEWAYS
fART 1 - GENERAL
1 .01 .IHf-G..ENfRAL._tD.N.D.IIlO.,N's.._.s.UEfl.fMElilARY . COl:WJ.IJJl.tiS..-.AND SPEC I AL
PROV IS ION..s appl y to th is and every section of the specl f ications.
1 .02.~~. Under this section of the specificatIons shal I be Included the
furni sh ing of all equJ pment, I abor' and ski II necessary for pi aci ng of
concrete curb and gutter and driveways.
1.03.BASIS Of PAYMENT. Payment for concrete curb and gutter at the
Contract Price per Lineal Foot shall be compensation In full for all
costs of pI act ng the concrete curb and gutter as speci f ied. Refer to
Section 01025, Measurement and Payment.
r-
PART 2 - PRODUCTS
2.01.MATERIA1...S. Materials shall be 11'11 accordance with the requirements of
MnOOT Specl f i cation 2531 .
.EAR T ~ - ~.I.lO.N
3.01.CDNSTRUCTION. All curb and gutter' work will be as specIfied In MnDOT
Specification 2531 except that contraction joints shal I be placed at
10 foot Intervals and expansIon JoInts shal I be placed at 50 foot
interval s, at curb radl us pol nt's, and at each catch basI n. JoI nts
need not be sea led.
Tapered end sections will be placed at the ends of the new concrete
curb and gutter not abuttIng an exIsting curb. Payment for these
tapered sections shal I be measured as linear feet of concrete curb and
gutter.
3.02..IESTS. Concrete tests shall be made for (!Nery 1,000 I ineal feet of
curb constructed. Each test shal I require a minimum of two cyl inders.
CONTRACTOR's personnel shall prepare the cy I inders and sh ip them to
the testing laboratory as soon as is practicable. The concrete
strength shal I be in accordance with MnDOT Specification 2531.
3.03.METHOD OF MEAS.llFE~ENI. Concrete curb and gutter w ill be measured by
length in feet of curb and gutter instal led.
-- END OF SECT ION --
02525i-1
9217
,.......
SECT ION .o.zzzD.
TRENCH EXCAVATION AND BAGJ<FILLING
PAR T 1 - GE:N E:RAL
,...-
1.01. IHf_afHfRAL-~QHnlI1QH~_~llfflf~ENTARY CONDITIONS AND SPECIAL
PROVISIONS apply to this and every sectIon of the specifications.
1 .02. .s.co.fE. Th is sect I on of the specl f 'cations shal I I ncl ude the
excavation, trenching and backfll I required for the underground
ut I I I ty sy stems.
1 .03. ~ OF PAYMENT. Refer to SectIon 01025, Measurement and Payment.
.eART 2 - PRODUCTS
(Not Appl Icabl e)
fART3 - f2(EaJT ION
3.01. OONSTRUCT ION REQU IREMENTS
A. IJ:Ji.n~h_.eL:jU~Ar~t I Q.Q. Th e sewer excav at Ion and tren ch
preparation shall be In accordance wIth Artlcl e 2621 .3B,
ExcavatIon and PreparatIon of Trench In the Standard UtIlities
Specl f leati ons. The Earth Foundation Bedd I ng Method as show n
In Drawing 1 01 of File 1050 attached to these spec' f Ications
shall be used for all pIpe InstallatIon where groundwater or
unstable material does not create a problem. Where, In the
opInIon of the ENGINEER, unstable materIal prevents use of thIs
bedding method, then the CONTRACTOR shal I Instal I Granular
Bedding or Trench Stabi I izatlon Material as shown on Detail
Draw I ngs.
B.
The granular material may be taken from the Job site. The cost
of the granular material requIred, furnIshed and placed in the
pi pe zone, shall be I ncl uded I n the pr I ce per foot of sewer
complete In place.
Excav~flQ.n_A.n~_fm~~.nkm~.n1. After underground util ity
construction has been completed within the roadway, the
CONTRACTOR shall proceed with final subbase grading and
compaction. Compaction ~shall be by the Specified Density
Method. Standard Proctor tests I nd i cati ng 100% in the upper
three (3) feet will be required. ThIs subbase grading and
compacti on shal I extend for a width of one (1) foot beyond
either si de of the proposed f ini shed roadway. One test for
each block or 500 feet Is r,equired.
,.--
02220-1
9217
t:'-
of'-
The densITY of The backfilled maTerIal afTer compacTIon
shal I be 95% of "Specl fled Densl ty" f rom the enca sement
zone to 3 feet be low the surface and 100% of "Specl fled
Densl ty" I n the upper 3 feet.
Suitable backftl I materIal may contain any mixture of
loam, cl ay, sand or coarse gravel, but shall be free of
stones, boulders, chunks, or lumps with any dImensIon
greater than 8 Inches and shal I contain no ashes, refuse,
rubbl sh, roots, fro:zen maTerIal or vegeTabl e or organIc
matertal that would cause settlement. In any case, where
rocks are present in the backfll I material, adequate sand
shal I also be present and mIxed In to fll I al I voIds.
2)
~ "0" Backf J J I J ng. The backf I I I mater i al shal I be
free from boulders, rock, concrete and bItumInous chunks
and clay lumps more than one foot In any dimension and
shal I contaIn no stumps, rubbIsh, decayed vegetatIon or
frozen materials and other sImIlar articles where
pre s e n ce I n t he b a c k f I I I w 0 u I d c a use e xc e s s I v e
settlement. The backfll I may be placed In three foot
(3') leyers and compacted by wheel type or crawler type
equIpment weIghIng not less than six (6) tons or by
floodIng the trench as the backfll I material Is deposited
In the trench.
If the backfillIng is done by floodIng the trench, the
CONTRACTOR shal I exercise due precautions so as not to
float the pIpe or permit water to enter the pipe causIng
mud to be deposl ted I n the pi pee The roNlRACTOR shall be
wholly responsl bl e for negl ect of his workmen I n carry I ng
out the proper precautIons.
The density obtained In Type D trench backf tiling shall
be 90% of ItS pec if led Densl ty" above the pI pe encasement
zone.
-- END OF SECTION --
02220-3
9217
.s.ECT ION 02545
STREET GRAD I NG. GRAVEL BASE AND 8,ITIJMINClJS SURFACE CDNSlRUCT ION
,EABT 1 - GENERAL
1 .01. IJ:I.,E_G.,EHfRAL._,CON D I IIO'H.s.....-SllffL.E.MEHU~ Y COliD I T I 0 N S AN D S PE C I AL
- ,PROVISIOt!tS apply to this and every section of the specifIcations.
1.02. SCDPE. Under this section of thE~ specIfication shall be included the
furn I sh I ng of al I mater i ai, equ I pment, I abor and sk II I nece ssa ry to
construct a pavement course of hot pi ant-mixed bituminous aggregate
mixture on an aggregate base.
1 .03. ~ OF PAYMENT. Refer to Section 01025, Measurement and Payment.
fART 2 - ~Oo.u..crs
2.01. AGGREGATE BASE. The material shall be MnDOT Specification 3138,
CI ass 5 aggregate (100% crushed aggregate). Compact I on sh al I be by
the Spec If ied Densl ty Method. Payment shall be made on the basI s of
weigh bll Is received at the site on the day the materIal is actually
placed, per ton for Class 5 aggregate.
2.02. fLANT 111 XED B I TU1:1J ~OU S SJJ.BfA.c.E. The wear i ng cour se for str eet
construction shal I be in accordance with MnDOT Specification 2341 or
2331 as stated In the Bid Proposal.
The fol lowIng material shal I be used:
Ac-l (85-100 penetration) at wlthln:t 0.3 percentage points of
the asphalt content recommended by your trial design mix for
wear i ng cour see
The AC-1 material used shal I be paid for at the percentage of the
weight of the mixture used as recommended by the trial design mix.
Shou I d the asph al t content f al I be low the prescr I bed tol erance as
determined by pi ant inspection, the bituminous mixtures shall be
consl dered "Non-conforming Work" and subject to MnOOT Specl f Icatlon
1 503 .
2.03. f.L..ANT, M lK~D B ,-rUM I NOUS BINDER mURSE. The bi nder course for street
construction shal I be In accordance with MnDOT Specification 2331 or
2332 as stated in the Bid Proposal. The follOtling material shall be
use d :
AC-l (85-100 penetration) at with In i:. 0.3 percentage poi nts of
the asphal t content recommended by your tr I al desl gn m Ix for
binder cour see
The AC-l material used shall be paid for at the percentage of the
weight of the mixture used as recommended by the trial design mix.
02545-1
9217
-
c.
S~~m~nQ~~-Ml~rure and CompacTion TesTs. A frial design
mixture shal I be prepared to assure proper asphalt content for
the specl f Ic aggregate to be used In the bituminous mixture.
This laboratory mix design shall be made In accordance with
ASTM D-1559. Bituminous mIxture samples will be taken durIng
the paving operation. One sample will be taken for each 500
tons of mixture used. These sampl es will be requ i red to check
asphalt content and aggregate gradation. One bitumInous paving
samp I e w i I I be req u i red for each 1 000 feet of work to check
densIty. The testwll I consIst of cuttIng a 6-lnch dIameter
core and mak I ng the Marshall I Compact I on Test in accordance with
ASTM 0-2726. The tests for compaction w III be as outl ined
under MnDOT 2331.31-12, "Speclf ied DensIty Method".
~
3.02. ~ITUM1H~~llBEA~E_RfM~Al. In areas where new bituminous
constructIon meets the existing surfacing, the cutting of the
exi sti ng roadway surface shall be done I n a manner as to prov i de a
straight vertical edge such that the new bItuminous surface will
proper I y match the I n- pi ace surfac I ng. Th i scutt I ng sh a I I be
considered incidental and no direct compensation shal I be made.
~-
Payment for bituminous street surface removal and bituminous
dr Iveways as di rected by the EtI3lNEER shall be paid for at the unit
bid price for bituminous pavement removal.
Existing bituminous streets and bIke path that require patching due
to uti Ilties, street or driveway constructIon shall be patched with
bituminous wearing course mixture. This patching shal I be paid for
at the unit bid price for WearIng Course.
3.03. APPL ICATIQ,N QF~. Water shall be appl led at such tImes and in
such amounts as the ENGINEER dIrects for stabil izatlon and dust
control. I f the OWNER has a muni cl pal water system, it will turni sh
all water at no cost to the CONTRACTOR. The amount of water used
shall be incidental to the work, and no additional payment will be
made for this Item. The City shal I designate a conveniently located
hy dr ant for th is pur pose and water shall be drawn f ran that hydrant
onl y. Onl y hydrant wrenches $hal I be used to open and close
de signa ted hy dr ants.
3.04. ADJUSTMENT OF GATE YALVE BOXES-1\NO CURB YALYE BOXES, MANHOLES AND
.Q,6ICH BASJJiS. Any and all work done by this CX>NTRACTOR In adjusting
water val ve boxes, curb val ve rnanhol es and catch basi ns shall be
considered Incidental to the work and no additional payments wil I be
al lowed for this adjustment work except where payment for these Items
is included in the Bid Proposal.
..-
Manhol e structures and gate val ve boxes shal I be adJ usted so the
bituminous base course surface 1$ 1/4" higher for the winter of 1988-
89. This adjustment is to be incidental to the adjustmenT work.
-- END OF SECTION --
02545-3
9217
SECTION 02661
WATERMAIN OONSTRUCTJON
-
PART 1 - GENERAL
1 .0 1. I1:LE r, E!i.EBAL._.co.HL2lIlQH.s~_.s.u..e.eL.E ME N TAR V CO N D I T ION S AN D S PE C I AL
, ~OVISIONS apply to this and every section of the specIfications.
1.02. SCOPE. Under this section of the specifications shall be included
the complete construction of watermaln within street right-of-way and
easements. The watermaln will be laid as shown on the plans,
including al I necessary excavation and backfll ling.
1.03. EXISTING STRUCTURES
The CONTRACTOR shal I protect existing structures from damage due to
prosecutIon of his work and shal I at once make good any damage so
caused.
1 .04 . MATER I AL ~ TO BE RJ RN I SHED
AI I materials required for the complete constructIon of the specIfied
work shal I be furnished by the CONTRACTOR and al I materials shal I be
new, of first grade and shal I be products of reputable manufacturers
known to the trade.
-.:.
A I I of the Standa rds and Spec if I cati ons of the Amer i ca n Soc i ety for
Testing and Materials (ASTM), the American National Standard
InstItute (ANSI) and al I other slmiler societIes and associatIons for
test i ng, mater i al s, d I mens ions, methods of construct i on, etc., are
intended In all cases to refer to and should be understood to mean
the latest revisIons thereto of the time work Is bid unless
def In i tel y spec J f i ed otherw I se in the SPEC I AL PROV I S ION S.
1 .05. .6AS-L5 OF P(\VMENT
Refer to Section 01025, Measurement and Payment.
fMU..2 ,- PR, OLlJJ.CJ:S.
2.01 WATERMAI~
Watermaln pipe shall be Class 5:2, or other specified class, ductile
iron of the size shown on the drawings. Joints shal I be push-on type
except that mechanical joints shal I be used at all valves, fittings
and hydrants. Fittings shall be either cast iron or ductile cast
1 ron.
02661-1
9217
,..::c
be butterf I y val ves, equa I "to Dresser 450-01, meeti ng AWWA
Specification 0504.
2.07
VAL VE BOXES
-
Val ve boxes shall be Mueller H-1 0357, or approved equal and furnished
with H-l0361 drop I ide Extensions shall be Mueller 1-1-10363. Val ve
boxes shal I be designed for 8'-0" depth of cover over watermaln
(minimum).
2.08 CORPORATjQN S~
Corporation stops shal I be Mueller No. H-15000, or approved equal for
1" and 2" diameter copper tubing.
2.09 ~ S~
Curb stops shall be Mue Iler No. H-1 51 54 Mark I I Or I sea I, or eq ua I ,
Minneapolis thread and pattern, with inlet and outlet each 1" or 2"
in diameter for flared connections.
2.10 CURB BOXES
Cur b box e s s h a I I be M u e I I erN 0 . H- 1 03 00 wit h rod san d wit h
MI nneapolls top, for 1" and 2" size. Boxes shall be 7'-0" - 8'-0"
adJ ustab I e.
Prior to ordering watermaln and appurtenances, CONTRACTOR shal I
subm It for rev lew draw Ings on ga'te val ves, val ve boxes, hydrants,
corporation stops, curb stops, curb boxes, and all other watermaln
appurtenances In order that verifIcation can be made that the
supplied material s are compatlbl1e to those specIfied or the approved
equa Is.
2.11 fJ..ff I~~SULATJON
~
Insulation shal I comply with MnDOT Specification 3760.
2.1 2 POL YE1HYLENE ENCASEf-ENI
Polyethy lene encasement shall conform to ANSI, ASTM D1248.
Install att on shal I be in accordance with CEAM Standard UtIlities
Specifications Section 2611.3 C5, AWWA Cl05, and manufacturer's
i nstructi ons.
02661.-3
9217
The gr anu I ar mater i al may be taken from the Job sl tee The cost of
the granular materIal requIred, furnIshed and placed In the pipe
zone, sh al I be i ncl u dad in the pr ice per foot of watermai n compl ete
in place.
3.05 CONNECT IONS TO EXI STING UTIL ITtE..S.
Any connectIons between existIng and new watermalns shal I be as
directed by the ENGINEER. AI I costs associated with makIng the
connect Ion, I ncl udi ng cuttl ng I nt.o the exi sti ng watermal n, mechanl ca I
joi nt sl eeves, adapters, short' pi eces of pi pe and I abor, shall be
included In the bid Item "connect to existing watermalnn. All pipe
and fittings for the new runs olf watermaln shall be paid for at the
appropriate bid item.
Work in connection with existing watermalns shall be done at such
time as to not cause undue hardship upon the user. The CONTRACTOR
may be requIred to provIde an alternate means of water service.
Prior to installation of the alternate service, the CONTRACTOR must
obta in approval from the E~ I NEER:.
It wll I be the CONTRACTOR's responsibll ity to notify any or al I
persons concerned, I ncl udi ng the property owners, 24 hours pr lor to
cutti ng of any serv ice or serv Ices.
3.06 SEPARAT ION OF l'IATERMA 1ltS....&iD. SEWERS
Watermalns laid paral lei to sewers shal I normally be constructed wIth
a 10 foot minImum separatIon from the sewers. If the horizontal
separation Is less than 10 feet, the vertical separation of the
watermal n pI pe shall be at I east 18 Inches above the sewer pI pe or
the sanItary sewer pIpe shall be constructed equIvalent to watermain
standards.
Whenever watermalns and sanItary sewers cross and the top of the
sewer is less than 18 inches below the bottom of the watermaln, the
sanItary sewer shall be constructed of watermain material. In
addition, if the sanitary sewer crosses over the watermain, the pipes
shall be centered at the crossing so that the JoInts will be
equIdIstant and as far from the crossIng as possIble.
3.07 ME1HODS OF C~&.IJ.ON ClMJlA r~.
-
Three methods of chlorination are explaIned In this section: tablet,
continuous feed, and slug. The tablet method gives an average
ch lor J ne dose of approxi mate I y 25 mg/ I; the conti nuous-feed method
gives a 24-h chlorine residual of not less than 10 mg/I; and the slug
method gives a 3-h exposure of not less than 50 mg/I free chlorine.
A. Tablet ~
The tablet method consists of placing calcium hypochlorite
granules and tablets In the watermain as It is being instal led
and fill ing the main wIth potable water when installation is
compl eted.
02661-5
9217
TMLE~~.
NU~EI1 OU-(1 GALCIU~HYR)O-ILORJJE JP,aLETS REO.1JJ.B.ED..
.fDR roSE Of 25 M3/L~
~engtb of Pi~~tlon (Ft)
Pi pe
Diameter
( I nchesl
13
or less 1e ,20 lQ 40
Num.be.r of 5-g Cal cI urn Hypochl or lIe rabl~
~
4 1 1 1 1 1
6 1 1 1 2 2
8 1 2 2 3 4
10 2 3 3 4 5
12 3 4 4 6 7
..li 4 6 7 10 l'
* B 8 se don 3.25 g a val I a b I e chI 0 r I n e pe r tab let; any
portIon of tablet rounded to next higher number.
3 . fjJ I l.n..g__a.lU1.-CQ.n1Ak1. W hen ins t a I I a t Ion has bee n
compl eted, the maIn shall be f i lied wIth water at a rate
such that water with In The mal n will f I ow at a vel oci ty
no greater than 1 ft/s. Precautions shall be taken to
assure that aIr pockets are el lmlnated. This water shal I
rema I n I n the pipe for at I east 24 hours. I f the water
temperature Is I ess 'than 410 F C50C), the water shall
rema t n in the pipe for at I east 48 hours. Val ves shall
be positioned so that the strong chlorIne solution In the
treated main wll I not flow Into watermalns In active
serv ice.
B. Continuous-Feed Method
The continuous-feed method consIsts of placing calcIum
hypochlorite granules In the maIn during constructIon
(optional), completely fll ling the main to remove al I air
pockets, flush i ng the compl eted mai n to remove parti cui ates,
and fil ling the main with potable water chlorInated so that
after a 24-hour holding period In the main there wil I be a free
chlorine residual of not less than 10 mg/I.
1. ~i ng CalcIum HypochLorJ:te Granules. At the option of
the ENGINEER, calcllum hypochlorite granules shall be
placed in pipe sections as specified In A.l., above. The
purpose of this procedure is to provide a strong chlorIne
concentration In the first flow of flushing water that
flows down the maIn. ThIs procedure Is recommended
particularly where 'the type of pipe is such that this
first flow of water wil I flow into annular spaces at pipe
Jol nts.
2. PrelIm I nary FI ush ing. Before be f ng ch lor I nated, the mai n
shal I be fil led to el iminate air pockets and shall be
flushed to remove particulates. The flushing velocity in
the main shall not be less than 2.5 ft/s unless the
OWNER's ENG 1 NEER or Job super i ntende nt determ I nes that
02661-7
9217
Where:
-
Q = Discharge (gpm)
d = Inside diameter of dIscharge pIpe
Sx = Length of dl scharge trajectory
Sy = HeIght of dIscharge point (3D-Inch minimum)
above ground
d, Sx, Sy - measured In Inches
b.
At a poInt not more than 10 feet downstream from the
begi nnl ng of the new mal n, water enter i ng the new ma in
shal I receive a dose of chlorine fed at a constant rate
such that the water will have not I ess than 25 mg/ I free
chlorine. To assure that this concentration is provided,
measure the chlorIne concentratIon at regular intervals
In accordance with the procedures described In the
current editIon of Standard Methods for tbe ExamInation
SJ..f 'tAf.e.J:._Qr. Wastewater or AWWA Ma nua I M12, or us I ng
appropriate chlorIne test kits.
-
-
lAB LE 4
CHLOR I.NE REQj)J.B.Et> TO PRODUCE 25 M;/ ~ alNCENTRAJ JO~
IN 100 FEET OF PIPE - 6Y DIAMETER
1- perce nt
Pipe 1 00- perce nt ChlorIne
Diameter Ch I ,or I ne SolutIon
( I nGhes) CPQJWls) C. Gallons)
4 .01:3 0.16
6 .030 0.36
8 .054 0.65
10 .085 1 .02
12 .1 20 1 .44
16 .217 2.60
Table 4 gIves the amount of chlorIne requIred for each
100 feet of pIpe of various diameters. Solutions of 1-
percent chlorine may be prepared with sodium hypochlorite
or calcium hypochlorite. The latter solution requires 1
pound of calcium hypochlorite in 8 gallons of water.
c. During the appl ication of chlorine, valves shall be
positioned so that the strong chlorine solution in the
maIn being treated wll I not flow into watermalns in
active service. Chlorine appl ication shal I not cease
until the entire main Is filled with heavily chlorinated
water. The chlorinated water shall be retained in the
maIn for at least 24 hours, during which tIme al I valves
and hydrants In the treated sectIon shal I be operated to
ensure d l s l nfecti on lofthe appurtenances. At the end of
02661--9
9217
a sol i d co I umn, or "s lug", of ch lor I nated water
that wil I, as it moves through the main, expose al I
Interior surfaces to a concentratIon of
approximately 100 mgll for at least 3 hours.
c. The free chlorine resIdual shal I be measured in the
sl ug as it moves through the main. If, at any
time. It drops below 50 mg/I, the flow shall be
stopped, ch lor J nation equ J pment shal I be rei oca ted
at the head 01: th e slug, and, as f I 0tI I s resumed,
chlorine shall! be appl ied to restore the free
chlorine In the! slug to not less than 100 mg/I.
d. As the chi or I nated water flows past f ittl ngs and
val ves, rei ated val ves and hydrants shall be
operated so as to disinfect appurtenances and pipe
branches.
3.08 DI S INFECT IQN OF WATERMA INS - TOTAL DISPLACEl!ENT ~
(Not spec I f I ad by AWWA). Water f rom an approved source shal I be
mixed with a form of chlorine in an approved tank or holding
container to form a chlorinated water solution of not less than 100
mg/I available chlorine. The solution shal I be made to flow Into the
watermaln through one hydrant or tap so as to totally displace
unch lor I nated water I n a I I portIons of the new I y I a I d w aterma In.
Water shal I be bled out of al I hydrants and taps at dead ends (except
where solution enters system) until chlorine residual of 50 mg/I
minimum Is obtained. The watermaln, filled with chlorinated water,
shall then be allowed to stand fo'r 24 hours and then flushed.
Fol lowing chlorination and requIred retentIon period, the heavIly
ch lor i nated water shall be thorough I y flushed f ran the new I y I aid
pipeline until tests on samples taken at discharge indicate that the
chlorine residual is no higher than that generally prevail ing in the
system or if flushing water supply Is not chlorinated, the chlorine
residual of discharge Is less than 1 mg/I.
After final flushing and before the main is put Into service, samples
shal I be collected from the end of the I ine and tested for bacterial
qua I I ty and sh al I show a co I I form count of I ess than one per 1 00 mi.
The number, frequency, methods of sampling and bacterial analysis,
and qual ity of water delivered by the new main shall be as prescribed
by the Publ Ie Health Authority. At least two samples should be
take n at I east 24 hours apart and at the end of each sect I on of line
which is disinfected. For I ines longer than 600 feet, samples may be
required at other points along the line as directed by the ENGINEER.
No hose or fire hydrant shal I be used for sampl tng. '
A suggested sampling tap consists of standard corporation cocks
instal led In the mains by the CONTRACTOR during construction at
points selected by the ENGINEER and fitted with a copper tube
gooseneck assembl y. After sampl es have been coil ected, the goosen*:ck
assembl y may be removed and reused at another sampl e pol nt. Sampl as
shal I be taken In ster II e bottl es treated with sod i um th i osu I fate.
02661--11
9217
SECT ION 02120
~RM ~R CONSTRUCTION
EART 1 - GENERAL
1 .01. ~E GENERAL OONDITIONS AND SP.EC..L&....ffiOV IS IONS appl y to th Is and every
section of the specificatIons.
1.02. SCOPE. Under this section of the specifications shall be Included
the complete construction of a storm sewer extension within the
street right-of-way or easement. The sewer extension shal I be laid as
shown on the plans, Including manholes and al I necessary excavation,
backf I I II ng, as requ I red.
1 .03. .MaI.ER1Al's__IO-flLfu..B!ils..J:.ifn. A I I mat e ria I r eq u Ire d for the
constructIon shall be furnished by the CX>NTRACTOR and all material s
shall be new, of f trst grade and shall be products of reputabl e
manufacturers known to the trade.
1.04. BASIS OF PAYMENT. Refer to SectIon 01025, Measurement and Payment.
fAR U ,- eaow..crs.
2.01...s.IQRM SEWER PI'p..E.. All storm sewer pipe furnished under these
speci f Ications shall be reinforced concrete pi pee Reinforced
concrete pipe shall conform to MnDOT Std. Plate 3000K and 3006F.
2.02. MANH<1E AND CATa-t BAS IN ~TRUCTURES. The CX>NTRAcrOR shall use precast
units whenever possIble. If the CONTRACTOR must construct the
structures, the following shall apply:
PI. .5.e.gwental B I.~k $+ruct.ure..s. The CONTRACTOR shal I have the
optt on of constructt ng manhol es and catch bast ns usi ng precast
segmental block and complying with the fol lowing:
1) Block work shal I be laId up in good workmanlIke manner by
skil led mechanics to the dimensions shown. AI I block
shal I be wetted thoroughly with water Just before laying,
and headers and vertIcal joints shall be broken from
course to course. Each horizontal course shall be
completed before starting the next course above.
Hor izontal jol nts shall be not more than 1/2" th ick and
verti ea I jol nts on i nsi de face not more than 3/8" th i ek.
All Jot nts shall be completely filled with mortar. All
joints on inside shal I be plastered smooth with mortar,
th i ckness to be not I ess than 1/4" a t any po t nt.
021 20-1
9217
The interior of al I pipe shal I, as the work progresses, be cleaned of
al I dirt and superf I uous mater i al s. The exposed end of the pi pes
shal I be protected with suitable temporary covers. Pipe laid In place
shal I be protected from injury and disturbance.
3.03. MANHOlE JNSTAlLATIO~. Manholes shal I be constructed as detailed.
The adjusting rings and the castings shal I be set in a bed of mortar,
and the exterior of the adjusting rings shal I be given a mortar
covering. The joints of the adjusting rings shal I be completely
fill ed with mortar and the inter i,or jot nts struck smooth.
All rows of steps shall be set vertical through the height of the
manhol es.
Preca st manho I es over 7' deep sh a I I have a 1 '-0" or 1 '-4" manhol e
section installed under the cone sectIon to allow for height
adj ustment.
3.04. ~NHOLES AND CAT~ BASINS. Payment for adjustment of manhole and
catch basin frames wil I be made only when the adjustment necessitates
the addi ti on or removal of concrete adJ ustment rings or masonry or
when the adjustment rings of a catch basin must be shifted laterally
to meet a proposed curb. No compensatIon w ill be allOtted for removal
of castings when such removal Is -for the convenience of workmen.
The CONTRACTOR shall be responslblle for keeping all new and existing
manholes and catch basins clean and free of dirt at al I times.
The manhole casting shal I be adjusted prior to surfacing. The
manhol e castl ng shall be adjusted to 3/8" .:!: 1/8" below a 4'
straightedge laid across the bitumInous wearing course. CastIngs
which measure outside these to~erances shall be readjusted at no
additional cost to the CIty.
-- END OF SECT ION --
02720-3
9217
SECT ION 0273.1
SAN ITARY SEWER CONSTRUCT 1Dl:!
PART 1 - GENERAL
1.01. IHf~fHfRAL-t~HQ1IlnH~~_SllfflEMENTARY,QQHDJ11D~J~
.ffi.Q~.J~IQ1iS apply to this and every and section of the specIfications.
1.02. SCOPE. Under th is section of 'the specifications shall be included
the complete construction of sanItary sewer extension with In street
right-of-way and easements. The sewers are to be laid as shown on
the plans, including manholes, al I necessary excavation, backf il I tng
and dewatering of trench and trench shoring as required.
1.03. .EXISTING STRUCTURES,. The CONTRACTOR shall protect existing
structures from damage due to prosecutIon of his work and shall at
once ~ake good any damage so caused.
1 .04. CONTRACTOR'S RESPON SIB IL I TY FOR MATER IAL. The (X)NTRACTOR shall be
responsible for al I material furnished by him and shal I replace at
his own expense al I such material that Is found to be defective In
manufacture or that has become damaged In handl I ng after de I Ivery by .
the manufacturer.
1 .05. MATER I AL S TO BE FU RNJ.sJ::iELl. A I I mater I al s req u I red for th e com p I ete
construct I on of the spec if I e'd work shall be furni shed by the
CONTRACTOR and all materials shall be new, of first grade and shall
be products of reputabl e manufacturers known to the trade.
All of the Standards and Speci f ieati ons of the Amer J ca n Soc i ety for
Testing and Materials (ASTM), the American National Standard
Institute (ANSI), and all other siimllar societies and associations
for testing, materials, dimensiions, methods of construction, etc.,
are I ntended I n all cases to refE~r to and shou I d be understood to
mean the latest revisions thereto of the time work Is bid unless
definitely specified otherwise in the SPECiAl CONDITIONS.
1 .05. BAS I S OF PAY1:1Et.U
Refer to Section 01025, Measurement and Payment.
PART 2 - ERQDUCTS
2.01. SANITARY ~
~t Iron 5011 Pipe. Extra heavy cast iron soil pIpe shall conform
to the requirements of ASTM A74, Cast Iron Soil Pipe and Fittings,
and shall be of the type usi ng rubber gaskets conforming to ASTM
0564, Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
PVC S.L>.EL.l2.. Conform to ASTM D3034 for 4 "-1 2" sIze 5 and ASTM F679 for
15"-27" sizes with gasketed Joi nt and the follow Ing:
02731-1
9217
2 .04. MAN HOL E CAST I NG.,S
Manhol e castl ng shall be Neenah Catalog No. R-1642 Type "B" sol id
cover wIth concealed plckholes, or equal.
SanItary sewer manhol es shall have I ids furnl shed wIth "SAN ITARY
SEWER" cast in 2" high letters.
Ful I bearing surfaces of frame and cover shal I be machined to provIde
true bear I ng surfaces.
2 .0 5 P I EE I tiSW..h.I1O.H
I nsul ation shall be 2-1/2" th ick boards of expanded pol ystyrene
specifically designed for use In highway construction equal to
"Sty rofoam Hi 35" as manufactured by Dow Chem Ical Company. Speci al
note is to be taken that this type Is dIfferent than the type used in
ordinary building construction. The insulation board shal I comply
with MnDOT SpecIfIcatIon 3760.
GEOTEXT ILES (CONSTRUCT ION FABRlCl
2.06
-
Fabric shal I be meet standards for MnDOT Type IV.
fABJ_J - El<EW.IJDli
3 .01. .&.J.G~~NT ~
AI I pipe shal I be laid and maIntaIned to the requIred I ines and
grades, with manholes, fIttings and special structures at the
requ I red I ocatl on5.
No deviation from I fne or grade shal I be made without the consent of
the ENG I NEER.
3.02. PIPELAYI~
The al ignment of pipe between manholes shal I be such as to permit the
entire Inside circumference beIng seen from any manhole to the next
adjacent manhole. Piping that does not conform to I ine and grade
sh al I be rei aid at the CONTRACTOR" s expense.
Pi pe shal I be I ai d age i nst the gr.ade of the sewer. The spi got end of
the pipe shall be Inserted full depth into the bell and, when
completed, each I ine of pIpe shal I have a unIform and smooth invert.
JoInts for al I sewers shall be made watertight. As soon as the joint
is made, the bel I depression shall be filled with granul ar bedding
material which shal I be pressed under and around the joint, by hand,
in such a way as to protect it frlOOl sagging or being disturbed.
02731--3
9217
~
~ma'n T~
Forcemaln testing shal I be In accordance with SectIon 2611.3,
Hydrostatic Testing of Watermalns in the StandardUtl1 ities
Speci f icati ons, bound with these documents. A pressur e of not less
than 100 pounds per square f nch shall be hel d for a minImum of one
hour.
3.05. SERVICE LINES
Sewer serv ice I f nes may be constructed in a common trench with water
service lines. If the sewer service elevation, as staked by the
ENGINEER in the field, has a 1 '-0" vertical clearance between pipes
with the top of the sewer I a I d 1 '-0" below the bottan of the water
serv ice, the sewer serv Ice may be PVC SDR-35. I f the sewer serv ice
ca nnot be I a I d be low the water serv ice with 1 '-0" cl earance be1ween
pIpes, then a ten (10) foot horIzontal separation must be maIntaIned
or the sewer serv ice shall be constructed of watermain type
mater i al s.
,-...
Each new serv Ice sh a I I be I a I d f ran the wye branch to the property
line at 1% slope. The end of each serv Ice shall be marked wIth a
standard weight painted steel fence post as shown on the Standard
Drawing. Each servIce shal I be Inspected and the Invert elevatIon at
the end of the serv ice shall be determined by the ENG INEER prior to
backfill. A vertical riser shall be installed at the end of the
serv I ce as deta i led.
-
-- END OF SECTION --
02731-5
9217
SECT ION 02931
.PRC)TECT ION .&m RESTORATJON OF PgOPERTY
.P.ABJ 1 - GJ:NERAL
1.01. IHf_afHfBAL~QHnlI1QH~~_SllffLfMfNTARY CO~JJ~~~
fROVISIONS apply to this and every section of the specifications.
1.02. SCOPE. Under this section of the specifications shall be included
the general clean-up of street right-of-way and grading of disturbed
areas by construct Ion.
1 .03. .aAS.ls-'QL~YMENT. Refer to Sect ion 01025, Measurement and Payment.
.E6RT 2-=_ fflODUCTS.
2.01. GENERAL. Materials for use In turf establishment are as fol lows:
-
2.02. FERTIL IZER. Commercial ferti I izer, analysis 10-10-10 or 12-12-12,
MnDOT Specification 3881, shall be spread at the rate of 500 pounds
per acre.
-
2.03..sm. The sod, cut fran bl uegras:s, shall meet the requl rements of
MnDOT Speci f icati on 3878.
2 .0 4. .sf.E.,Q. The g r ass see d s h a I I be See d Mix t u r e No.5, M n DOT
Spec i fica ti on 3876, appl i ed at a rate of 50 pounds per acre In
locations as directed by the ENGINEER.
2.05. MULCH. Type 1 mulch meeting the requIrements of MnDOT SpecifIcatIon
3882 shal I be appl led to seeded areas at the rate of 2 tons per acre,
and anchored by dlscing, except where plastic netting for
stab i I izati on is spect f led. The mul ch w II I not be d I sced for yard
seeding unless directed by the ENGINEER.
fART 3 ~ ~OJTIOH
3.01. fR OT..Em'J~ RES.I.QBl\Il.ON OF PRQPERrr. The CONTRACTOR's operati ons
shal I be confined to the areas covered In right-of-way and easements
gr anted to th e OW NER. Any procedures by the CONTRACTOR of any sort
beyond the I imits Indicated shall be the sole responsi bi I ity of the
CONTRACTOR who shall save the OWNER harmless from any claim for
damages due to trespassl ng. It I s the I ntent of the OW NER to have
a I I easements secured pr ior to commencement of the work; however, If
the easements have not been finally secured, the CONTRACTOR shall
amend the construction sequence accordingly until such time as it is
possible to work' within easements.
02931-1
9217
The CONTRACTOR shall give at least one watering to the areas which
are seeded or sodded immediaTely upon compleTion of covering The seed
or laying the sod. If order'ed by the ENGINEER to do so, the
CX>NTRACTOR shall apply additional waTer to insure grass growth. The
water will be furnished by the OWNER If the OWNER has a municIpal
water system, but watering shal I be at the CONTRACTOR's expenS9 and
method. Yard seedi ng shall be appl ied as noted under Turf
Establishment, MnDOT Specification 2575~ except that the topsoil
sh al I be raked free of I umps and rocks to prov i de a smooth~ mowabl e
surface. After seedIng, the seeded area shal I be hand raked to cover
th e seed. Mu I ch sh al I be b low n on and shou I d .ngj: be di sc anchored
unless the ENGINEER determines than area has the potential for
erosion problems.
3.03. liAY QR SlBAW BALES. The CONTRACTOR shall furnl sh and instal I ba I es
in the form of dIkes or ditch blocks to control erosion, reduce
vel ocl ty, or trap sedi ments at I ocati ons, warranted as construct ion
progresses, as directed by the ENGINEER. The I~er three Inches of
each bale shal I be embedded In soil and staked with suitable steel
fence posts to prevent displacement. The bales shal I remain in place
for the duration of the project. The cost of furnl sh ing and
Install ing bales wIll be incidental to the project cost.
-- END OF SECTION --
02931-3
9217
ST ANI)AElD
t1TILL.~S SPE~ .LCATIONS
FOB.
WATEll MAIN AND SEllVI~ LINE
INSTAL LAn ON
ANI)
SANIT.A.a.Y ~.a. wEll ANI) STOL\d SAt wEll
"IN.,).ALLATION
Rr\ &.)I:D, 1919
AS PB.EPAAEI) BY
\"'.. Y ENCiINEEItS ASSOCIATION
OF MINNESOTA
PA.q.T I
2611.1
2611.2
2611.3
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2611.4
CONTENTS
STANDAJl.O SPECIFICATIONS FOR. WATER. MAIN AND
SER.VICE LINE ~STALLATION 2611
Des cription
.................................... ..
Materials .......................................
A.
B.
C.
o.
E.
F.
O.
H.
I.
W ate r Pipe Mate ria.ls .......................... . . . .
Fire Hyd.rants .....................................
Va.lves &Dd Va.lve Housinls .........................
Wa.ter Service Pipe anc! FittinlS .....................
Polyethylene Encasem.ent Material. . . . . .. .. . . . . . . . . .
Mortar ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Concrete
........................................ .
c:; r&Z1Ula.r Mate rials ................................
P; 1 """I ............................................
CCnstruC'tion R.equirements
.......................
A.
B.
c.
D.
E.
F.
o.
H.
I.
J.
K.
L.
. OeDerat Provi.sions ................................
Excavation anc! Prepa.ration of Trench. . . .. . . .. . . . . . .
In.t&lla.tion of Pipe &Ad. FittiDas .....................
Coanection anc! Assembly of J'omts ..................
Wa.ter Service Installations .........................
Setting Va.1ves, Hyd.ra.nts, Fittings a.nc! Specials. . . ... . .
DisWe ction of W ate r Ma.ins ........................
Electrica.l Conciuc:tivity Test.. . . . . . . . . . . . . . . . . . . . . . .
Hydrostatic Testina of Water Mains .................
Pipe1.1De B a.ckfillinl Ope rations .....................
llestoration of Surface Improvemen~ ................
Maintenance and Fina.l Cleanup............. . . . . . . . .
Method of Measurement . . . . . . . . . . . . . . . . . . . . . . . . . .
A.
B.
C.
o.
E.
F.
o.
H.
W ate r Pipe .......................................
Cate Valves
......... ..... .........................
Corporation Stops .................................
Curb Stops .......................................
Hydra.nts .........................................
Air V en ts ........................................
Aearrangement of Inplace Fa.cilities ..............".
Polyethylene Encasement. . . . . . . . . . . . . . . . . . . . . . . . . .
1
"1
2
3
3
4
5
5
s
S
7
7
7
9
14
17
19
21
22
22
23
2S
26
28
29
29
29
29
29
30
30
30
30
-
2.611.5
I.
J.
K.
L.
Cast Iron FittiDlI .
Access Structu1"es .
....... ......... ....... ..... ....
30
30
30
31
31
PAAT II . STA4~DAlU) SPECIFICATIONS FOR. SANITAllY SEWEB.
AND STOIlM SEWEll INS TAL LAn ON 1611
.... ... ....... .............. ....
c; ranular Materials ................................
PUiAI ............................................
Basis of Payment
........ ............ ......... ...
2.621. 1 Description.............. . .. . . . . . . . . . . . . . . . . . . . . 33
2.621.2
Mate rials
.......... .......... ............... ...
33
2.62.1. 3 Construction B.equirementa ....................... 38
A. Sewer Pipe and Service Line Materials.. . . .. . . .. ... . 33
s. Metal Sewer Ca.stinlS ............................. 36
C. Precast Concrete M&Dbole azul C&tch Bum Sections.. 36
D. Concrete.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
E. Mort&:'................................ . . . . . . . . . . 37
F. Cira:ulu Ma.terials ............................... 37
c:; . Pi' ';9\1 ........................................... 38
A. Cene ral Provia ions ........'....................... 38
S. Excavation a.nd Preparation of Trench.. . . . . . . . . . . .. 42-
C. Inst&llation of Pipe and Fittlnls .................... 47
O. Appurtenance Installa.tions ........................ 49
E. Sewer Service Insta.1la.tiona ................... .'. .. . 50
F. Manbole azul Catch Buin Structures ................ 52.
Ci. Eleconnectinl Existinl Facilities....... . . . . . . . . . . .. 53
H. S&Zlitary Sewer Leaka.le TestiAl ... . . . . . . . . . . . . . . . . S3
I. Pipeline Sac:1c:fillinl Operation. .................... 55
J. Aestoration of Surface Improvemenu ............... 56
K. Maintenance &Dd Final ae&Dup .................... 58
2.621.4
Method of Measurement
....... ...... ...... .......
59
59
60
60
60
60
60
61
61
61
61
2621. 5 Basis of Payment. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 61
A.
s.
C.
D.
E.
F.
c.
H.
I.
J.
Sewe r Pipe .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Manholes ........................................
Ca. t cb Bas in. .....................................
OutSide Drop Connection ............. . . . . . . . . . . . . .
Service Rlser Connection ..........................
Service Pipe.....................................
Special Pipe Fittings..............................
Appurtenant Items ................................
C r&nul&%' Mate rials ...............................
Pi1inl .............................................
PAllT I
S'!ANOAAD SPECIFICATIONS tOR WATER. MAL.'l
A..'fO SER. VI CE: LL't'E: INS'! .~LLA '!ION
2611. 1
OEscaIPTI0N
This work shall consist of the cons tructi.on of water main and buUclinl
service pipelines u:Uizinl pla.nt fabricated pipe and other appurtenant materials,
installed for conveyance of potable water. The work lncludes the reloca.tion or
a.cljustment of .xistin. facilities as may be specified. in the Contra.ct. _
Service izut&11a.tions will be desi,c&ted as either Branch Service or Tap
Service in a.ccorc!&nce with the sta.ncia.rd.s set Eorth herein.
Tap Service installations sha.ll include all water service 1i:'1es of two a.nd
one-half inches nominal inside ciia.meter pipe or smaller. '!he component ~arts
of a tap service installation sha.ll include- a corporation stop couplinl complete
with water main tap and sa.dd.le where required: a curb stop c=uplinl 'Comple te
with service box: and copper pipinl extendin, from the corporation s top to the
curb stop couplinl and beyond to the Lot line. One inch tap service lines shall
be installed as the standard. wherever ¬her size is not specified in the Concract.
Branch Se. .lce insta.Ua.tions shall include all water service line. of
three inches nominal inside diameter pipe &!ld larler. The component parts of
a branch service installation shall include a tappinl sleeve anei va.lve or a branch
3-way &:1d ,ate valve complete with va.lve box, aDd cast iron pipinl eJetendine from
the water main coa.a.ection to .. hydrant or to the property line as specified anei
estabUshed by the Enpneer.
All references to MnDOT Specifications sban mean the latest published
eclition of the MiAn.sota Departme:t of Transportation Standard Specifications for
Hilhway Ccmstncticm, aa modilied by &DY' MDDOT Supplemental Specification "
edition published. prior to the date of advertisement for bids. All references
to other Specifications of AASHTO, ASTM, ANSt, A w V'l' A, etc. sball mean the
lat.st published editicm available on the elate 01 advertisement for bids.
All reEerences to Cast Iron material shall be construed to include both
Oray Iron and Ductile Iron products, except where one or the other is specified..
All references to "structu.re" .hall include any m..n-made object that is aot other-
wis e exempted by special termiDolosy or d.efinition.
~611.~
MATElUALS
All mat.~ials required for this work shall be new material conformin, to
.requirements of the reference .pecifications for the cla.s, kind, type, size,
crad.e, and other details indicated. in the Contract. Unless otherwise indic:&ted,
a.11 required. ma.teria.ls .hall be furnished. by the Contractor. If a.ny options a.re
provided for, as to type, crade, or desiln of the material, the choice shall be
limited. &5 may be s tipwate.d in the Pla.n. or Specia.l Pro.l'ision.s.
1 Standa.rd. Utilities Spe cifications
-
2611.2
Cor the size, workia.1 pressure, externa.lloaciinl. layin. conelitioa., anel other
ciesiln consieleration. inciicated. in the Plan. anel Special Provi..ion..
The Cone-actor shaJ.1 f\U'nish pla.n. &Dd. spe~ification. to the pipe manu-
facturer aivin. IUch Ipecial d..taU. aAd. other information a. a:-e necessary Cor
manufa.cture of the pipe, littinls, and. specials in accorci&Ace with the speci!ic
requiremea.t.s of the project.
B FIn HYD1U.NTS
Fi:-e hyc:1zant. .ha.ll 'be of the type, size, anc! cons truction specified. ia. the
Plan. and. .ha.l1 conlormto the applicable requiremenu of A WW A C.S02.
Unless othe. u :.e specified. in the Contract, hyci:-ants shall be Curni.hed
in cOrUormance with the followin. supplemea.t:a.zoy require._ent.:
(1) Hydza.nt. shall have a five-inch CnomiDal d.ia.meter) main valve
opening of the type that open. &,abut w.te:- pre..ure.
(2) Hydrant bar:-e!s shall be two piece, non-jacket '-,~, with fla.a.ied
joint above finished ,rade line and with mechaAi.ca.1 joi.nt cocnection at the hub
end. for joimnl a six-inch ca.t i:-on bra.nch pipe.
(3) Hyc:1zant bury 1elllth, mea.\U'ed from the bottom of the branch
pipe connection to the ani.hed ,round line at the hyclr&Zlt, .hall be 7' -6 ft.
(4) Hydrant..ha.11 have two outlet l1oz:l.. for zt tACh (1. D. ) ho..
connection and one outlet nozzle for 41 inch C1. D.) stea.mer connection. All
outlet Dazzle threacts sha.l1 be !tanc!&rd Fi:-e-Hose COUplinl Screw Threaels
(ANSI B-26).
(5) Hyd.:-ant oper&tinl mechani.ms shall be provided with "0" ri.ni
seals p:-eventin. enua.nce of moisture a.nd. sha.ll be lubrica.ted wouih an opening
in the ope:-atU1a nut Clr 'bonnet.
(6) Detailed drawinls, Ca.ta1ol information., an.d. ma.inten.&Dce cia.ta shall
be furnished as requested by the Enpneer.
c V A1. YES AND V AI.. VE HOUSINCiS
C 1 VAl.. Vi: HOUSINGS
Valve housinls shall be or ca.st iron or ma.sonry constructioa. a.s speciCied
in the Cone-act for the particular valve size or insta.lla.tion. MaSOl'u-y manhole or
3
Sta.ncia.rc! Utilities Specifications
2611.2
Water .ei-vice pip. of 2 inches or less in inside diameter shall cOcUorm to
the requirement. oC ASTM B 88 Cor Seamles. Copper Water T.ube, Type K, SoCt
Annealed. temper.
: Corpora.tion stopa, c:u:'b stopa, &Ad curb stop service boxes shall be aa
d.eta.Ued in the plan c:1rawinls or approved pattern d.e.i,na.tioZU. All CittiAls Eor
copper tubinl-sha.ll be ca.t bra..., havinl unilormity in wa.ll thickness an.d strenit..~,
and ,ha.ll 'be free of defects affectin, servicea.bility. All copper pipe fittings
.hall b. aa.red or compression type. All threads for underiround service line
fittings shall conform to the requirements of A WW A C-800. Each fitting shall be
perma.nently and plaialy marked. with the name or trademark of the manu!actu:er.
Curb stop service boxes shall b. Iray iron ca.stina' c:ouforming to the
requirements of ASTM A 48 lor Class 20 or hi,her ten.ile st:-ealth.
E POLYErHYLENE ENCASEMENT MATEIUAL
Polyethylene enca.sement m.a.teri&l sha.ll cOrUorm to the requirements
of AWWA C-105 Eor tube type insta1l&tion and 8 mU nomiD&l rUm thicknes..
F MOIlTAil
Marta.r for use in masonry construction sha.ll be a.n air-entrained. mixture
o! one part portla.nd cement anc:l three part. mortar sanel, with ,uUic:ient water
ad.ded. to procluce proper couaistency, &Ad with auaiclent air-entraining a,e~t
added to m&inta.i1'1 an air content within the ranle of 7 to 10 percent.
Ci CONCllET!:
Concrete foreas t-in-place masonry cons tr-~etion shall be prod.uced. a.n.c.
furnished in accorcl&nce with the provisions of MnDOT Specification Z461 lor the
mix ciasilft lnd.1cated. in the Plans or Special Provisions.. The requirements for
Cirade B concrete shall be met where a hilher Irade i. cot specified. Type 3
(air-entrained) concrete .ha.ll be mm..hed &Del used in all structures h&vina
weather exposure.
H CiR.ANULAR. MA TEAIALS
Cranular mAterial. furni.hed for foundation, beddini, fSnc:as emeat,
backfill, or other purpose. as may be specified. shall consist of any natural or
synthetic: mineral &ilrelate such as sand, iravel, crushed rock, crushed
stone, or sla.g, that shall be so Iraded. as to meet the gradation requirements
specified. herein for eac:h particular u.s e.
5
Sta.ndard Utilities Spe c:illc:ations
-'
2611.2
IA ea.c:h case &bove, unle.s othe. .. ~se inciica.tecl, the lower limits of &:1Y
partic:ula.r zone sh&ll be the top surfac. of the next lower cou:s. &s c:o,nsU'Ucte~.
The upper limit. of each ZOIl. ar. ..tabU.hed t= d.eline variabl. ne.els for ma.teria.l
Iracla.tion &Acl c:ompa.ctioft or voicl colltent. tak1n1 la.to cOlUicleratioa. the .equence
o! c:oa.stzouction aDc other c:oa.clitiOD.. Th. material ue aDcl aone cl.si,U,tiOa.s
ceseria. above shall oaly serve to fW..a1l the objectiv.. &Ac1 shall not b. coa.sa-uec!
to re.trict the uae ol any paztic:ula.r mat.rial in ocher aone. where the IracatiOft
requirements are met.
I PtLINCi
PUinl .hall 'b. coa.structec in ac:c:orc!aAce with the provi.ions ol MnOOT
Specilication Z4S2 and .pecia.l plan detaUs re1a.tinl to poles.
2011. 3 CONS "-A UCTI0N llECt1I1',;-MDnS
A c:u:.~Z1lAl. .rAOvtSIONS
Al ESTA15L~riINC LINE AND CiB.A.t)E
The primary U,a.e aa.c!lrac1. will b. e.tabli.h.d by the Ea.pa.e.r. For t:'enc:h
in. tallation, 1111. a.a.cl l:-au ..take. wi.lll:a. .et par&11e1 to the prope.eel pipeUne a.t
an appropriate oUset therefZ'om a. wi.11 be.t '.l"'9'e the Cont:'actor's operati.oa.s
wherever practical. 'For tmmel W tIJ.la.t1oc" lin. &DC! ,rac1. .tak.. will 'be . at
clirectly above the proposeel pipeUne .ettin,. Ciracle &AclllA. .tale.. will be set
&t 25-foot iAte. n1. alO1l1 the pipeUlle; at .ach chanle i.a. lille or Ira.c1e: ancl as
ne.clecl lor pipeUDe a......u-t.D&llc.. aAc .ervice liDe..
The Cofttractozt .ba.11 arranl. hi. operat1oa.. to avoic uzmeces sary inter-
iarance with the e.tabli.hment ot the primary line &Dd,rade .:&ke.; &ncl sha.ll
render wha.tever as.i.taDC. may 'be required by the Ea.lilleer i.n &c:c:omplishifti
the .takinl. The Contz'actozt .h&11 'be re.pon.ibl. lor preserva.tion' ot the prima.ry
sta.1c.. &nd .hall 'bear the Nl1 co.t or any re.talcU11 nece..itated 'by hi. ne,lic_nce.
The Contractor shall be .01.e11' respon.ible for the correct tran. Cer oC the
prim&:>y liDe anclracle to all -orkinl points aAd for con.truc:tion or the work to
the pre.cribeelline. and l1"acle. as e.tablishecl by the EDlineer. Foll.. Ij :nl
con.t:'Ucd.on of a wo:,k .halt 011 twmel in.t&1latlolU. the lill. anc crace shall b.
tra.nsferred down the .haft &Dd be projected into &DC throulhout the lenlth or ea.c:h
tunnel h. Ac1inl. .
A2 PElOTZCTION OF St1a.FACE STRUCTUR.!:S
All sur!ac:e structures &nel Ce&tures loca.tecl outsicie the permissible
exc:&va.tion limits Cor underlrouncl installa.tion., tOlether with those \vi.t.~in t."1e
7
Stanci&rd. Utilities Spec:i!ic:a.tiofts
~oll.3
.~. REMOVAl. OF Su"tlFACE IM..c-:<..OYEMENTS
A.moval of surface improvements in CO,nnection with trench excavation
shall be-limited to actua.l needs for installation of the pipeline and appurtena.nces,
based on the allowable trench widths and any other controls imposed in connection
with the work. llemoval operations shall b. coordiaa.tecl effectively with the
excavation and in.s taUa.tion operations as will cause the least practical dis'ruption
of tra.ffic or inconvenience to the public. R.emova.l debris shall not be deposited
at loca.tion.s t.ba.t will bloc:1c access to fi.re hydra-Ats, private ci%'iveways, or other
essentia.l service areas. Removal and fina.l disposal of debris shall be a.c:c:omp-
lished &os .. sinale opera.tion wherever possible and, in any event, the debris
shall be removed from the site before st&rtinl the excavatinl operations. .
R.emov&! of concrete or bituminous structw'e. shaJ.1 be by methods
producinl clean-cut brea.ka.ae. to pre.cored lines as will preserve the remainins
st:'UctuZ"e without <!&male. Elemoval equit',.....nt sha.1l not be opera.ted in a. manner
that will c:ause damale to the rema.i:unl or adjoininl property. Where not removec.
to an existinl joint, concrete sUucture. .ha.ll be sawed alonl the break lin.s to ..
minimum d.pth of one-third 01. the structur. depth.
Any reusable materials, such as a.,relate, sod, topsoU, shall be
selrelated from other waste materials an.d. be stockpiled. so as to ma.intain
suitability a.nd pe....it proper reus..
The use of bop weilht equipment for breakinl pavement will be allowed
to the. exteAt tbat the COl'lt:'ac:tor shall assume full re.ponsibility for any cia.males
ca.used thereby. The pavement Dreakin. opera.tion sha.l1 not be a.1l~.. ed to become
a nuisance to the public or a. so\U'ce of damale to uncierlround. or adjacent st.-uc~r es.
The riiht is reserved to order c:1iscontinua.nce of drop weicht breaking opera.tions
at any time.
AS TEM?ORAA Y SEa VICE MEASUaES
While any open excavations a.re maintained, the Contractor shall have
a.vailable a lupply of steel pl&te. .uitable for temporary bridlil'll of open trench
sections where either vehic:ula.r or pedelt:'ia.n traffic must be maintained.. Use
of the plate. sha.11 b. &s directed or approved. by the Enlin..r and where installed
they sha.U be secured a.ainst po.sible elisplacement and be repla.ced with the
permanent structure as soon as pOlsible.
B EXCAVAnON AND PaEPAAAnON OF .L:<..ENCH
Bl OPEItATIONAL LIMITATIONS A..'fD R.EQUIIlEMENTS
Exc:avating operations shall proceed only so far in advance of pi?e laying
as will satisfy the needs for coordination or work and permit advanc:e verific:ation
of unobst:-uc:ted line and grade as planned. Where interferenc:e with existing
9 Standa:-c: Ctilitie s Spe cific:ations
Z611.3
:tock exc:ava.tion sh&ll be defined to inc:lude all hard, solic! :,ock in ledie
formation, bedeleel eleposits and unstratified ma.l.el; all natural cOQglomerate
eleposits so fl....ly cemented as to pre.ent aU the cha.racteristics of .olid rock:
and any boulder .tone, ma.socry or concrete fralmectl .xceedicK one -halt cubic:
ya.rd. in volume. Material. such as .hale, ha.rd. pan, soft or ciisintelrated roc~
which can be ciillodled with a hand pick or removed with a. power operated
excavator willllOt b. c:la.s.ified a.s Aock Excavation.
Excavated materials will be clas.ified for reuse a.s beinc either Suitable
or trn.suitable .for backfUl or other specified u.., .ubject to selective coctrols.
_U! suitable ma.teria.1. .hall be reserved. for back!ill to the extent needed., a~c!
a.ny sU%"plu. remaininc..ha.ll be utilized for othe:- con.truction. on the project
as ma.y be specified or ordered by the Enlineer. To the extent practica.ble,
iranula.%' ma.teria.l. and topsoil shall be selrelated. from other ma.teria.ls during
the excavatinl &Ad. .tockpilinl operation. .0 as to permit be.t use of the a.vailacle
materials at the time of backfUlinl_
All excava.ted materials reserved for backfill or other use on the proj ect
.hall be stored at locations approved by the Enlineer tb&t will ca.use a miAimum
of iAconvemence to public tra.vel, adjacent properties, and other special inter es ts.
The material shall DOt 'be depo.ited 10 clo.e to the edles of the excavations a.s
would create ha:arclous conditions, nor .hall any ma.terial b. placed so as to
block the acc:es. to emerlency services. All ma.terial. considereel unsuitable
by the Enaineer, for &ny us. on the project, sha.1l be t.mmedia.tely removed
from the project aDd b. dl.poaec:1 of as arr&Dlecl for by the Contractor.
a3 EXCAVATION LIMITAnONS AND ElEQu~.EMEN'IS
Trench excan.tinl lhall b. to a depth that will permit preparation of the
foundation as specined and insta.Ua.tion of the pipeline and appurtena.nc.. at t.~e
prescribed line a.nd. arade, except where alterations are specifically a.uthori:ed.
Trench widths shall be sufficient to permit the pipe to be laid and. joined properly
a.nd the back!Ul to be placed &nd compacted as specified. Extra width shall be
provided al n.ce.,ary to permit convenient pl&cement of .heetinl a.nd shoring and
to a.c:commoc:1ate placement of appurtenance..
Excavation. .ha.ll be extended below the bottom of structu.re Irade as
necessary to accommoc!&te any required. Ciraftular aecelina material. \Vhen rock
or unstable founcla.tioa. material. are encountered at the establi.hed Irade,
a.clcUtion.al materials .haU be removed as specified or ordered by the Enlineer
to produc:e Ion ac:eepta};)le .foundation. Unles. otbe... :.e indica.ted. or directed,
. rock shall be removed to an elevation a.t lealt six inches below the bottom surface
of the pipe barrel a.nd. below the lowest projection of joint hubs_ All exc:avations
below Irade .hall be to a. m.inimum width equal to the outsid.e pipe dia.meter plus
two feet. Rock shall be removed to such a.d.ditiona.l horizonta.l d.imensions as will
11
Standard Utili tie s Spe cific:ations
'011.3
in i'lace only a.s required. by the C01'1tra.c:t or orcered by the Enlineer. Other.N'ise,
sheeting and bra.c:i1'11 may be removed as the backfillin.g reac:hes the level Ot
respective support. \Vaerever sheeting and bracing is left in pla.c:e, the u.?per
portions sha.ll be cut &nd removed to &n elevation of three feet or more below the
establisheel surfac:e ,raele as the Enlineflr ma.y elirect.
All co.ts of furni.hins, placinl, and removinl sheetina, shorin" and
bracinl materials, incluclinl the value of material. left in place a. required by
the Contract, .hall b. included in the pric~s bid Cor pipe in.tall&tion anel will not
be c:ompensateel Eor separately. When any sheetina, shoring, or 'bracing materials
are left in plac:e by written order of the Enlineer, in the 'absence Ot specific
requiremec.ts of the Contra.ct to elo so, paymec.t will be maele for those materials
a.s a.n Extra Work item, inc:luding waste material resultilll from upper cut-off
r equir ements.
3S PUPALA.TION AND MAL'lTENANCE OF FOUNDATIONS
Founc1ation preparations .hall be conducteel a. necessary to proeluce a.
stable founc1a.tion a.Dei proviele continuous &Ad uniform pipe bearing betw'een bell
holes. The initial excavatiDI or bac:k!W.inl opera.tionl shall produce a. subrrade
level slilhtlyabove fun.hed ,rade as. will pe....it hand shaping to am.hed grade
by trimmina of hilh spots &Dei without the need for. fUllnl of loW ipots to gra.de.
Final sublracie preparation. shall be such a. to produce a finished Iraele at the.
c:enterline of the pipe that is within 0.03 foot of a strailht liAe betw'een pipe
joints anel to provide bell hole excavation at each joint as will pe. _it proper
joining of pipe &Del Rttinls.
In excavations made below rrade to remove rock or unstable materia.1s,
the bac1c!UliDI to l'r'a.cieshal1 be made with available suitable materials unless
plac:emerlt of Cira.nul&r Found&tioft or Be<lciilll material i. specified arld provided
for or is orderecl by the E~lineer as an Extra Work item. Placement of the
bac:kfUl shaJJ. be in rela.tively w1ilorm.layer. not exceedilll S inches in loos e
thic:lcnes s. Each layer of back11ll .hall be compacted. thoroughly, by means oi
a.pproved. mechanical compaction. equipmen.t, a. will produce unifo.... pipe support
throughout the full pipe leDlth &Dei facilitate proper .hapin.g of the pipe bed..
Where the founc1atioft soU is found to consi.t of materials that the Engineer
consiciers to b. .0 unstable as to preclude removal anel repJ.&cemea.t to a reasonable
de~th to a<:hieve solid support, a suitable founda.tion sh&ll be construc:ted a.s the
Enlineer elirects in the absence of special requirements therefor in the Contra.ct."
The Contractor ma.y be required to furnish and drive pUing &nd construct concrete
or timber bearing supports or other work as may be provided for in an Extra Work
order.
Care sha.ll be ta1cen elurinl final 5ubgracle shapinl to prevent any over-
exca.va.tion. Should any low spots elevelop, they shall oniy be filled with a.pproveci
13 Stanela.rel Utilities Spe~ifi~a.tions
2611.3
c:a.:e!ully lowe:e~ i~to la.yin.a positioC\ by the use e! .uit&=le :es::&i.t\i:1; cie~c:es.
~:'\cie: no c:~rc:umst&~c:e. shall the pipe be d.roppe~ or c!1.l.:n?ed. i~to tr.~ t:'ench.
At the time o! pi?e ~lac:ement, tne oeetii%\~ cenci ~iens shall be such IoS to
~rovicie \.:ni!o:m &nc continuous supporr for the I'll'e betwl!en ~.ll'holes. 3c:ll
no!e. .1'1&11 be ex~avaLeel as necessary to ma~e the joi.:\t cennection.i, b\et they sha.U
be no la.:le: tnan would be a.dequate. No pipe material sha.ll be la.i.d. i:'l \va.ter nor
'A-hen the trench or bedciinc con.ditions are ctherwis. uns\6ita.=l. or ~mproper.
Unle~s otherwise permitted by the En.lin.eer, b.ll an.el Ipilot pipe sha.ll be la.id with
the bell end. fa.cine uPlrac1e a.nd. the lay\nl shall start &t the clownlra.cie e:lei a.nci .
proceed uPI:'&c:1e.
When pla.c:emen.t 0:' ha.ndlin.1 precautions prove in.a.ceq1.l.ate, in the ~:1gin.eerrs
opic.ion., the Con.tra.ctor shall provide a.nd laltall suita.blo plu;s or ca~s e!:ec:ively
closing the open. en.ds ef each pipe section before it is lowereel it1tc laying position,
a.ne! they sha.ll :,emaia 10 covered until removal is aecessary for C:Ol1nectior. of a.n
a.c:ij oinini unit.
As ea.c:.~ lenlth of bell and Spilot pipe i. pla.ced in layina position, t~e
s=,icot end shall be centerea in the bell a.nd the pipe fo:'ced home a.nd brou;ht tc
correct line a.ne! Ira.de. The pipe shall be secured in place with a.p~roved ba.ck!ill
ma.terial, waich sha.ll be thoroughly compacted a.roundthe pipe. The join: a.rea.s
sha.J.l remain e......,wsed a.nel precautions .ha.ll be t&i<en to prevent the soU !:-om
ente:-inl the joint spac., until the joint seal i. effee-teci.
. At 1.11 times when pipe laying is not in proorre.., includinl aoon ho\:.: a.nd
overnilht periods, &11 open ends of the pipe Uae sha.ll be closed by wa.terti;ht plul.
or other means approved by the Enlineer. tf water i. preseat in t."le t1-e~c:h, the
seals shall :'em~in inpla.ce until the trench is pumpea completely dry.
Selore lowerine and while suspended., the pipe &:Ad ntttnls sban be tn-
spected to detect any' cracks. Any defective, damas.d, or aASOW1d materia.l
shall be rejecteci.
The pipe shall be supported for the bottom 90 delree. and througbout its
1enrth as shown = the plans. SeU holes shall be due adequate to make the joint, but
no la.rler than necessary. so that maximum support em andisturbed ,roW1d wi.ll
be ~rov\ded lor the pipe. The remainder of the pipe shaU be surroW1d.ed to a
heiibt ol at least 18" above its top by I~anular ma.terials or other suita.ble ma.terial
as determined by the EnliDeer, .hovel placed aIld. hand tamped, to fill completely
all spaces under and adjacent to the pipe.
AU loreian matter or dirt .hall be removed from the ins ide of the pipe
and fittinas belore it i. lowered into its pOI ition in the treDc~. and. it shall be
\cept clean by approved meaDS durinl and. after layinl.
Wben ccmnectinl to existinl stubs. the Coaa-actor shall take every
precaution necessary to prevent dirt 01" debris from enterinl the existing liDes.
All neees sa ry work to malee the connection shall be done at no additioaal
compensaticn, except -here noted otherwise.
C3 Al,ICNl~C ANO FtTTINCi OF PIPE
The c:uttinq pipe Cor inserti:'\~ ....a.lves, fittings, or closure pieces shall ~e
do:~ai:'l a ne&t a.nci worian.nlike mannt:r wi tho\,t cia.m&s~ to the ~i?e &nQ so &5 tQ
leavfl a. smooth squa.:e-cut '~nci. Cast iron ~i?lI! sn.a.ll be c:ut with a??rovec
. IS
Standard Utilities Specifications
-
2.611.3
C5 POL Y!:THYLE~E: E~CASEME~T OF PtPE:l.t~E:
Wherever so required by the Pla:'ls or Special Provi.siof1s, the pipeline,
including valves, fittinls, and appurtenances, shall be fully encased in polyet.:'yLe:\e
fUm .of 8 mil nomiaal thicknes.. The film shall be furcisned in tube form for
i~ ta.1la.tion on pipe and. &ll pipe-shaped. appurtenaaces such a. bends, reducer s,
offsets, etc. Sh.et fUm shall 'be provided and u.ed for encalinl &11 odd-shaped
appurtenances such &1 valves, tees, crosses, etc.
The polyethylene tubing shall be installed oc the pipe prior to beini
lw.. ered into the trench. Tubinl lef1gth shall be sufficient to provide I. min.imum
overlap at &11 jointl of oae foot or more. Overla;:>> m&y be accomplished with a
separate sleeve tUbe plac:ed over on. end of the pipe prior to c:on.nect\:'lg anot.~er
section of pip., or by bunching extra overlap material at the pipe e:'lds in. a.ccordion-
fashion. After completing the pipe jointi:'ll and position.ing the overlap macerial,
the overlap .hall be secured in place with pla.stic: adhesive tape wrapped circum-
ferentiaUy arowu! the pipe not 1es s than three turns.
After enca.sement, the cir.cumferectia.l slack in the cubinl film sha.ll be
folded over at the top of the. pipe to provide a snul fit. alaa,g the barrel of the pipe.
'!'he fold shall be held in p1&ce with pla.stic adhesive tape appl.ied at intervals of
&pproxima.tely three feet along the pipe lenlth. Al.o, a.n.y rips, punctures, or
other d.a.male to the tubUli .h.a.ll be repaired a. they are detected. The.se repairs
shall be made with adhesive tape and overla.ppinl patches cut from sheet or tubing
material.
At ocid-shaped appurtenances .uch as late valves, the tubinC shall overlap
the joint anel 'be s.cured. with tape, after which the a.ppurtenaAt piece shall be wrappec
with a fla.t film .heet or split lenlth of Nbinl by pa.sial the sheet under the appurte-
nance . and. brinlinl it up around. the bod.y. Seam. sha.ll be made 'by brinlini the edl e s
tOlether. foldinl over twice, and. ta.pinl d.., u _ Wherever enca.sement il terminated,
it sha.ll extend for at least two feet beyond the joint area..
Openings iA the Nbinl for branche., service tap., air valves and simila:
a.ppurten.a.nces shaJ.l be made by cutticg a.n X..haped slit a.nd tempora.rily folding
back the film. Alter in.ta.llinl the appurtea.a.nce, the cut ta.b. .hall .be secured
with tape and the encasement shall be completed as necessary for Ion odd-shaped
a ppur tenan ~ e.
o CONNECTION AND ASSEMBLY OF JOINTS
Where rubber sasketed joints a.re specified, care sha.ll be taken during the
la.ying and settinl of piping ma.teria.l. to insure that the units being joined have the
sa.me nomin&l dimension 'of the spilot outside diameter and the socket inside ciia.rnete:
A spec:ial ada.ptor shall be provided to make the c:oanection when variations in. nomina.
eimension might cause unsati.f&c:tory joint sealing.
Ii
Stanela.rd Utilities Specifications
-
2611. 3
Ole CAt1I.K EO ~'iC FILLED JOI~"'!S
'Vbere ca.ulked a.nd lea.d or cement filled joints a.re specified, the jointing
shall be in &cc:ord.&nc:e with the a.pplic:&ble provisions of A W\V A C -600 (Section 9&)
&nd such other requirements a.s m&y he ~et forth in the Special Provisions.
02 CONCltETE PElESStmE PIPE JOINTS
Unless othe... ~se ind.ic:ated. in the Contract, &11 pipe a.nd. a.ppurte:1&n<:es
5h&ll be joined. by mea.u of the rubber ga.sket.d. bell a.nd. spiaot cormection in.
a.ccordance with the recommencla.tions of the pipe manufacturer and the provision.s
hereof. All contact surfa.ces of the .teel b.ll and spilot a.s s embly shall 'be
thorouably lubrica.ted. with &pproved ma.terial .uch as ve,etable soa.p belor e the
connection is made.
After the joint has been set in the home position, the outside joia.t reces 5
shall 'be lilled "with cemeat ,rout, poured into place by means of a. paper or cloth
di&per. The ,rout shall conta.in a.t least one pa.rt partla.nd. cement for each tw'o
parts of sa.nd. Care sh&1l be taken in pouri.nl the crout to &ssure complete filling
of the recess I.round the entire pipe circumference.
E WATER SEltVICE INSTALLAnONS
W&ter service fa.cilities consistin. ot Ta.p Service Lines a.nd Bra.nch
Semce Lines, co=p1ete with all required. a.ppurtenances, sha.1l 'be inst&ued as
required 'by the Contract. in accordance with &ll pertineAt requirements for ma.in
line inat:a.Ua.tions tOlether with the provisions hereof.
It ,ha.U be the respon.sibUity of the Contra.ctor to keep an &ccurate record
of the loca.tion. depth and si:. of each service connection and. other pertinent data.
such as the location of curb stops and pipe endin!s. Tap locations ,hall be recorded
in relerence to survey line sta.tioninl. Cuzob stops shall be tied to definable l&nd
ma:,ks such as 'buUding corners, lot corner markers, etc. Pipe terminals at the
property line shall be marked. 011 the .round. surfa.ce with a suit&ble wood. sta.ke
(2 by 2 inch, 4-foot 10111) driven vertically into the Iround. Approved record
keepinl fo. ...s will be furnished by the. Elilineer and the completed. records shall
be submitted. to him upon completion of the work.
Wa.ter ser'rice 11nes sh&ll normally be installed by trenching &nd be subject
to the same requirements as prescribed for the main pipeline installa.tion, except:
for those which may not 'be pertinen.t or applicable. Where water service lines
a.re installed. a.longsid.e of sa.l1ita.ry or .torm sewer service lines, install&tion
shall be such a.1 to maintain the minimum specified clearances between pipelines
a.Xla provide proper a.nd &dequ&te bea.ring for &11 pipes &Xld. a.ppurtenances. For
sep&:'&te insta.llation., the trench width shall be not less than two feet. Subject
to minimum cle&rances, the \Va.ter lines may 'be l&ic. in a common trench excavated
19
Standard Utilities Specifica.tions
-
Z6l1.3
Connection of tap service lines to the water maia. shall be made wi.t.~ aa.
approved corporation stop, with the water main tap beina maeie a.t a.n a.nlle of
Dot more than ZZ clelre.. f:oom the horizontal. Expansion loop. sball be directed
do_~warc! from the tap. One aDd one.half and two inch service pipe .h&ll ba.ve a
45 cle,r.e 'bencl connected to. the corporation .top to facUitate the dO'1 _warei
&.I"l"'&zuion lool). _
U:UG:s' 'othe. ':'l.. indicated; tap .ervice li~. sb.a.1l 'be ill.ta.ll.d on a.
stra.i,ht lille at ri,bt aDlle. to the water main or property line as directed by
the En.ineer. Se.. ~ce lines shaU estene:! for such c:li.tauce 'beyond the curb stop
a.s may be specified in the Contract. In the absence of specific requirements,
the se:'Viae Une shall be terminated at the property line, where it sh&ll 'be
connected to a.n existincline or, in the case of undeveloped property, it shall be
capped, plulled, or pe.ced as approved 'by the En.inear.
n. f1a.rinl of copper tu'binl elld. .hall be accompli.hed. only with. the
u.e of the proper .ize and. type of tool. a. desilned for the purpose, IUch as
will pr~' . ide accurate sizinl and rOW1clinl ol the end.. Tubinl sh&ll be cut squarely
ancl aJ.l ed,. :oou,=els sh&1l be removed prior to nariAI. All coup1inll sha.ll be
tightened securely, so the fla.red eAd fita 'm111y alain.t the bevel of the Retina
without lea.ka..e. The flared joiAt coup1inlS shall be made up without the \lse of
jointing compounds.
The .e. .lee pipe and curb stop coup1iAI depth shall be sucb as to
ma.intaiA not le. s than the .~eci!ied minimum cover and provide for &. s ta.nci&rd
service box Wtalla.tiOA where practic:a.ble. The .e. .lce box .hall be centered
over the curb stop coupUJ11 and. be fi...-ly .upported on concrete orhar.J... ood.
bloc:kinl &S required by the Plans. Clearance sha.ll b. provided so the service
box does not rest Oft the .....ter pipe. Service boxes shall be ins talled plumb
and be braced effectively to remain vertical clurinl and a.fter completioc of
backfilling. The service boxes shall be broulbt to proper surface grade when
the final ground surface has been e.tablished.
F SETTINCi VAl. VES, HYDElANTS, FITTINCS AND SPECLUS
V&lves, hydrants, fittings, and special. shall be provided. acd installed
as required. by the Plans a.nd. Special ~ovisioa.., with the exact locatioa.. and
settinl a.s directed by the Engineer, aAd. with each installation. accomplished. in
a.ccorda.nce with the requirement. for ia.atal1atioft o( ma.inline pipe to the extent
applica.ble. Support b1ockinl, r~actiOft backinl, and anc~oraledevi.ces sha.ll
be provided &.s required by the Plan. and Special hovisioRS, or a. otherwise
orclered by the Enlineer.
Hyd.raftts shall b-. insta.lled plumb, wi th the height anei orienta.tion or
r\Ozzles a.s shown in the Plans or as clirected by the ERlineero. Unless otherwi.se
speci!iecl. the hydrants shall be connected. to the ma.inline pipe w'it.'1 6~inch ciiamete=
cast iron branch pipe, controlled by an ind.ependent ,ate valve.
21 Standa.rd Utilities Specifications .
-
ZO 11. 3
Direct current of 350 amperes.:. 10,.., shall be passee throulh the pi?eline
for 5 minutes. Current flow throulh the pipe shall be measuree continuously
on a suita.ble ammeter and sha.U remain ste..d.y without interruption or excessive
fluctuation throulhout the 5-minute te.t period.
lzl.ulftcient cuzorent or lnte. ...ittent current or arcinl, ind.icated by 1arle
fluctuation of the ammeter needle, sha.ll be evidence of detective con.tact in the
pipeline. The cause shall be isolatee &nd corrected.. Thereafter, the section
in which the defective test occu:':'ed sh&l1 b~ retestee as a W1it and. shall meet
the requirements.
Sources of D. C. for these te.ts may be motor lenerators, batteries,
&rc weldinl machines, etc. D. C. arc weld.ini machines will p'robably be the
usual source. These machines are &vail&ble in adequate capacity for thes e
tests and are equipped with con.t:'ols for reruJ,atinc the current output. All
.uch equipmen.t shall be furnished by the Cone-actor, subject to the approval
of the Eniineer.
Cabl.. from the power source to the section of syst.m uncler test should.
b. of sufficient sise to ca.r:oy the t~.t c:urraftt without overh.atins or exeassive
voltale clzoop. O..,ble .ise. will probably b. in the ranle of Z/O to 4/0 A. W. c.
Cozmect1on.. lor the te.t shall be made at hyc1ra.nts. The hyc1rants sha.ll
be in the open po.ition with the cap. on durinl the test. The cable shall be .
clamped to the top 'operatincnut.
Note: After the test the hycirant .hall be shut of! lone & cap loosened to &llow
hyd.rant ci:'a.icage. Tighten cap after clra.inale.
A hook-on l.)...e O. C. amm'eter placed on one of the cable. lea.cUnc to
the hycirant i. a convenient methoe! of mea.surine current.
In using arc weldinl machines, the current control .howd. be set a.t
minimum belore .ta.rtinl. Alter. sta.rtiAg the machines, &dvance the control
until the current indicated. OD the ammeter is at the de.ired test value.
Caunoft: In case of open circuit. at joints or con.nect1on.s, the voltal_ across the
cielective joint or cozmectioD will b. in order to 50-100 volta.
I HYDR.OSTATIC TESTINCi or WATER MAINS
Each valved section. .ha.l1 b. subjected to the pr....ur. anci! or leak..,.
. tests prescribed herein. The Contractor shall furnish the pump, pipe con.nections,
,auges, a.nd mea.suring equipment, and shall perform the testing under the direct
supervision or the Encin.eer. Where permanent air vents are Qot provided, the
Contractor shall provide and ifts.ta.ll corporation cocks at the high points as neecied
for rele&se of &ir &s the 1iDe is filled. with wat.r.
2.3
Standard Utilities Spe ci!ications
2.611.3
IE the pipe section u.ncier test contains pipe of various dia.meter., the
a.llowa.ble leakaie will be the lum of the computed lea.kale for each lize of
joint.
When requested., the Contractor shall furnish a written report of the
results of le&lca.le te.t., which shall identify the specilic test section, the
averase pressure, the duration of test, and. the &mount of leanle.
j PI.t-=..LIN!: BACKJ"IL.I.L.'tCi OPERATIONS
All pipeline excava.tions shall be ba.ckfilled to restore pre-'exiltini
conditions 1.1 the minimum requirement, a.nd. fulfill all supplementary require-
ments indica.ted in the Plans a.nei Specifica.tion.. The backfilling opera.tions
shall be sta.rted a. soou a. conditions will permit on each section of pipeline,
so a.s to provide continuity in sub.equent opera.tions and restore normal
public service as soon a. pra.ctic&ble ou a section-by-.ection ba.i.. All
opera.tions shall be purlued c1ililently~ with proper a.nd adequate equipment,
1.1 will a. sure acceptable results.
In the absence of Special Work item requirement., the ba.c:kfUlinl
sha.ll be accompUshed with the use of Suitable Ma.teria.l. selected from the
excavated material. to the extent available and practical. Should the ma.teri.als
ava.Ua.ble within the a-enc:h section be. unsuit&Dl. or insufficient, without loading
a.nd hauling or the emplol...ent of unreasocw.bl. measure., the required
add.itional materials shall befuzm.hed from outside sources at the O.._er's
expens e.
Suitable Material shall be defined as a mineral IOU reasoa.a.bly free of
Eoreian ma.terial. (rubbish, debris, etc.), frozen clumps, oversize stone,
rock, coa.crete or bituminous chunk., &Ad other unsuitable materi.als, that
may ciamage the pipe installation, prevent thorou,h compaction, or increase
the risks of after settlement um:Lece.sari.ly. Material selection shall be such
as to make the best and. fullest utiliza.tion of what is available, ta.kinl into
consideration particular needs of cUfferent backfill zone.. Material containia.1
stone, rock, or chunks of any sort shall only be utilized where and to the extent
there will be no detrimental eUecta.
Backfill material. sh&ll be ca.refully paced in re1a.ti vely unifo.... depth
layers spread over the full width and lenlth of the trench section and. as will
provide simultaneous support on both sides of the pipeline. Each la.yer shall
be compacted effectively, by approved mec:ha.nical or hand methods, until
there is no further visual eviclence of increased consolidation. Compa.ction of
the inplace layer shall be completed acceptably before placing ma.teria.l for
a. succeedins layer thereoa.. The ma&U1er of placement, layer thicknes s,
compaction equipment, and procedure effectiveness shall be subject to approval
of the Enlin.eer.
z.s
Standard Utilities Specifications
-
Z611.3
repair or reconstruction which wa. neces.itated by the Contract work will be
mea.ured for pa} ...el1t. AtJ.y improvement. removed or da.maied unneces sartly
.hall b. replaced or repaired at the Contractor'. expen.e.
Kl Toar USTOR.AnON
Turf restoration shall be accomplished by .ocl pla.cement except where
le.dinl i.specifica.1ly &Uowed or required..
Top.oU .hall be placed to a minimum c1epth ot toW' inches uncier all
soclciinl &Dd in a.U are... seecled.. The top.oU material uled .ha.ll be lilht
f:'iable 10&m, conta.bu:A1 .. liber~l amount of humus after .hall be free of heavy
clay, coar.e .aa.d, "toZle., pla.nts, root., .tick. a.ncl other fareilEl matter.
Top.oil me.tins the.. requirement. .b&1l 'be .elected. from the excava.ted
material. to the exte:t avaUa.bl. and needed..
All t=f estahli.hment WQZ'x .hall h. cione in suD. tantial compla.ince
with the 'Oro"ri.ion. ot MADOT Speclflcaticm %575. Seed .hall be Mixture No. S
of MnDOT 3876, azlle.. otheZ'wi.e directed OZ' appZ'oved.
K2 PA VEMENT USTOB.ATION
The lAplace pavement .t:'uctw:"e Cil1cludinl ha..e alarecates) shall be
restored ill klAcl &Dd depth a.. previoualy exi.ted, u.inl ba.. all:"e,a.te.
salva,ed from the excavated materials to the extent ava.Uahle and needed.,
and with new ma.teria.1s beinl F--. ~d.ed for reconstruction ot the concrete or
bituminous surface cour.es.
I!, through no fa.ult of the Contractor in faUinl to res erve sufficient
a.glreaate materials f~om the excavation.s, there should be insufficient qua.ntity
of .uita.ble allregate to recon.truct the pavement ba.se c;our.e., the acid.itional
materia.1. required will he furnished by the 0 It ..er &t its expense, or ti1e
Contractor will be ordered to furnish the aclciitioGal ma.terials from oubicle
sources a. all Extra Work item in the ab.ence of &ftappropria.te ContZ'act
item therefor. Placement of any additional aglregate materials delivered
to the .ite by the Own.er or of any additional materials furni.h.d by the
Contractor .ha.U 'be an incidental exp.a.... a. will al.o be the 4ispo.al of a.ny
exce.. material. reswting th.refrom, unless .pecial'payment provisions are
otherwise &,reeel upon.
aeconsauction of allr_late ba.se courses and. concrete or bituminous
surfa.ce cours.s shall be 1n sub.tantia.l compliance with aU applicable MnDOT
Specifications perta.ininl to the item beina restorecl.The materia.ls used sha.ll
be comparable to those used. in the lnplace structure, ancl the worl~...anship &nd
finished quality sha.ll 'be equal to that of Doew construction to the fullest extent
obtainable in. c:on.ideration of operational restrictions.
Z7 Standard Utilities Specifications
-
Z611.3
-
Maintenanc:e of sodded and seeeled areas shaJ.l inc:lude adequate
wa.terinl for plant Irowth &Dd the replacement of &DY dea.d or da.maied sod
...s may be required for acceptance of the work.
2611.4
METHOD OF MEASUB.EMENT
All items will be m.euured separa.tely accorc!inl to desip desipa.-
tiOD ..s iAdica.ted m the Pa.y Item name &Dd ".I may be detailed and defined
in the Plans or Special Provisions. Pip. will lenerally be desianated by
size (inside c:1ia.m.eter or span), strenlth c1as., kind or type, a.nd laying
condition. Complete-in-Place items shall include all component parts
thereof a.s described or required to complete the unit, but excluding any
excesses covered by separate Pay Items. Linear mea.surement of piping
will include the %"UDDin1 lenath of any special fi.ttinls (tees, wyoes, bends,
Ia.tes, etc.) i:'stalled within theliDe of mea.sure between specified te...J.nal
points.
A W A'.J:.B. PIPE
MJL';~lh'e pipe, branch service pipe, and tap service pipe of e..ch
kind anel size will be m.eaaured separately by t~e overall 1.Dath &long the
&Xia of the pipeliDe, from berizminl to end of each installation and without
relard to mtervez:W:l1 valve. or specials. Te. ~ .inal points of mea.sure will
be the .pilot or ~t encl. base of hub or bell encl, center of valve. or hydrants,
intersec:tiz11 centers of tee or wye branch .ervice connections, &Del center of
corpora.tion stop or curb stop coup1iDlS.
B CiATE VALVES
Cat. valves of each size and type WU1 be measured separately as
complete units, includinl the required manhole or valve box setting.
C COElPOllATION STOPS
Corporation .Itops of each size and type will be meuured separa.tely
by the number of units installed, including the wa.te r main tap.
D CURB STOPS
Curb stops of each size and type will. be mea.sured separa.tely by the:
num.ber of units insta.lled, inc:1udina the required curb box.
Z9 Standa.rd Utilities Spec:ific:a.tions
-
2-611.4
or yoluzne of ma.teri&l furni.bed by the Contra.ctor from out.ide sources &Z1d
placed within the limits defined. 'Unless othe. .. ~se .pecified, volume will be
clete.-iDed by vehicular m....ure (100'. volume) a.t the pOUlt of clelivery.
Measurements will Aot inclucle &I1Y material. required to be placed a.s a
component part of other Contract Item. a. may be .pecifiecl.
L p~T TNC
Pi11z1a shall be =....ur.cl accorc!ina to the provi.ions of MADOT
Specifica.tion 2452.
L'l p~T E BENTS
Pile bena s'b.&ll be mea.ured a.. a u:Ut &Dd .ha.11 include a.ll .ma.teria.l.
&.Dd la.bor required, exc.pt the pUe.
2611.5
BASIS OF PAYMENT
Payment for 'construction of water c!i.tributiOA fac:ilities will be m.a.de
only under the item. of Water Ma.in, BraDch Service, and Tap Service Pipe; .
the item.. of Cat. Valves, CorporatioA Stop., Curb Stops, Hydrants, Air
Vents, Polyethylene Enca.s.ment, and Special. A' iclentified by Contract Item.;
&:ld the item.. of aelocate, Extend, Adju.t, or bmove exi.tina fa,..n,tie. as
identified by Contract Item; with all other co.t. of cons L. ~c:tina the complete
facility as required by tbe Contract beina incidental thereto to tbe extent that
tbe work cioes Aot qualify a. &l1 E~.L. a Work item. Pipeline appurten&Z1t item.
sha.ll be those interconnected items that control the flow of water, facilitate
release of air, provide outlet service, or serve to protect the pipe (poly-
ethylene enca.sement).
Payment for Water Main Pipe, Bra.nch Service Pipe, .&Dd Tap Service
Pipe, of each size &Dd kind at tbe appropriate Contract prices per linear foot
of installa.tion, sha.ll be compensation in full for all costs of N.nli.hina &Dc!
insta.11ini the pipe cOtnplete in pla.ce as .pecified, with the exception of pipe-
line &ppurtena.nt items, but includinl all costs of pipe installation and surface
restoration as may not be specific&lly covered under other Contract Items.
All eosts of pipeline c:1isinfection, leakage te.tinl~ pipe jointinl ma.terials,
dea.d end pluss a.nd caps, m&king connections to exi.tini facilities, blocking
and anchorage materia.ls, and other work necessary (or proper installation of
pipe &5 specified shall be included for pa.yment a.s pa.rt of the pipe item,
without &ny direct compensa.tion being ma.de therefer.
31 Standard Utilities Speci!icatioas
PAR'! I!
ST A~ DAltO SPE: CIF!C.~ TIO~S FOR SA..,:T AR Y SEWER.
A~ 0 STORM SE:W!:R. I~ST ALI.A tION
Z6l.1.1
DES CiUP7ION
This work s1'1a.11 consist of tbe construction oi pipe sewers utilizing
pla.nt fab ncatea pipe and otner appurtenant materiAls, installea for conveyance
of sewaie, industrial....astes, or storm water. The work includes construc-
tion of manhole ancl catch basin structures azu:1 other related item. as spec:i!ieci.
All references. to MnDO'! Speci!lcations sball mean the latest published
eclition of the MUmesota Department of Tran. portation Standard Specifications
for Hilhw.y Construction. as modified by any ~1nDO'! advertisement for bids. .~ll
references to other SpecificatiOn' of AASHTO, ASTM, A.'I'SI, AWW A, etc.
shall mean the latest published edition available on the c1&te of aavertisem.ent
for bids.
262.1.2.
MA TElUAl.S
All material. required for this work ,ha.ll be new material confo....ina
to requirements of the referenced specification. for the clas., 1d.Dcl, type,
size, gracie, and other detail. iDc!ic&ted in the Contract. Unle., otherwise
indicated, all required m.a.teria.ls .hall be furni.hed by. ttUt Contractor. If
any options are provi~ed for, &S to type, Irade, or de.ip of tbe material,
tbe choice ,ha.ll be limited as may be .tipulated iD the Pla.n. or Special
Provisions.
All ma.nufactured products .h&l1 conio.... in detail to such stanc!a.rd
design drawings as may be referenced or furnished in the plan.. Othe. ..~se,
the Owner may require ac1vance approval of "materiAl suppliers, product
design, or other unspecified detaU. as it deems desirable for mai.nts.il"it'l1
adopted standard..
At the request of the Engineer, the Contractor shall suL...it in I. .:ting
a list of materials &Dd suppliers for approval. Suppliers shall submit a
Certificate of Compliance that the material. furni.hed have been tested a.nd
are in compliance with the .pecifications.
A SEWER PIPE AND SERVICE LINE MATERtALS
All pipe furnished for main sewer and service line installation. shall
b..: of the type, kind, size, and cla.s. indiCAted for eAch particular line seg-
ment a.s shown in the Plans and c:lesilnated in the Contract Items. Wherever
connection of dissimilar materials or designs is required, the method of
joining a.nd any special fittings employed shall be subject to approval by the
Ensinee r..
33 StandArd Utilities Specifications
2.6Z1.Z,'
(4) Unless otherwise spec:ified, the pipe shall be furn.i.hed with
c:oup1ini fa.ctory-a.ttac:hed to one end of eac:h pipe section. Tee and wye
fittinls may be fumished separately for field in.tallation.
A3 CAST UlON A.~O OU'-.ILE IB.ON PIPE AND FITTINCiS
The pipe azul fittizlls furnished sball be of the O:"ay Iron or Duc:ti1e
Iron type a.s specifieci for ea.ch particula.r. u.e or in.ta.Uation. WheA Cast
Iron is spec:Uie<!, either type may be furnished.
-
Ouc:tile iron pipe shall c:on!o.... to the requirements of ANSI A- 2.1. 51
(Ductile Iron Pipe Centnmlally Cast in Metal Molc!s or Sand-Lmed Molds).
Ora.y iron pipe shall confo.... to the requirement. of ANSI A-Zl. 6 (Ca.t
Iron Pipe CentrUuIa.lly east in Metal Mold.) or to the requirements of ANSI
A-Zl.8 (Cut Iron Pipe CentrifulaUy Cast ill S&Zld-Lined Mold.). In addition,
the pipe shall comply with the followinl supplementary provisions:
(1) FittinlS shaJJ. cozuo.... to the requirements of ANSI A-Zl. 10
(Cray IrOD and ~ctU. tron Fittinls) for the joiDt \.,~e specified. Cla.ss Z50
up to a.nd mc:luclinl 12".
(2) All pip. and fittiDls shall be mrDish.cl with cement ='0 %'tar
ll:inl meetiAl the requirements of ANSI A-Zl. 4 for .taDc!a.rci thickness
lininl. All interior &Dd exterior surfa.ces of the pipe and fittings sha.1l have
a. tar or 'bitumiDous .e&1 coa=1 at least one mil thick. Spotty or thin seal
coatU1l, or poor coa&a adhesion, .ball be caus. for rejection.
A4 R.EINFOB.CED CONCllETI: PIPE AND z.. TINCiS
aeuuorced concrete pipe, fittinls &Dei special. sba.ll confo.... with
the requirements of MnDOT Specification 3236 (ReiAforced Concrete Pipe) for
the type, size, and. strenlth c:la.s specified, .ubject to the followinl
supplementary provision.:
(1) All branch fittinls such as tee., wyes, etc. shall be cast a.s
intearal pa.rts of the pipe. Allfittina' and specials .hall be of the lame
strength c:1a..s as the pipe to wbicb they are attacbed..
(Z) When fiexible water-tilht joint. are .pecWee!, the tonaue and
Iroove clesian &Dd dimensions .hall be approved for in.talla.tion of rubber 0-
ring joint gaskets.
(3) Li!t holes will not be permitted i.D large size "0" pipe.
3S Standard Utilities Specific:ations
~b~l.Z
(2) Air-entrained concrete shall be used in the production oi
.11 wtits. Air content .h&11 be maintained witbin the ra.nie of S to 7
percent.
(3) A Certilicate of Compliance shall be furnished with each shipment
of precast manhole and catch basin section. statinl that the materiala furnished
have been tested and are in compliance with the .peciflcatlon requirements.
(4) 'LiLt ho~es will not be permitted in precast manholes.
o CON 0' 1:"'IE
Concrete for cast-ill-place masonry construction shall be produced
&:ld NnUshed in .accorci&z1ce witb the requirem.ents of MnDOT 2461 for the
mix desianation indicated in tbe Pl&Z1.. The requirements for Crade B
concrete shall be met wbere &. hilher Ira.de is not specified. Type 3
(air -entrained) concrete sball be furnished &Dd used in all structures
haviDl weather exposure.
E MOB-TAll
Mortar for use in ma..onry con.truction shall :be a.n air-entrained
mixture of ODe part portlaad cement &Dd three part. mortar sa.nd, with
sufficient 11...tar to prociuce proper c;onsistency, a.nd with sufficient air-
entraininl alent added to ma.inta.iz1 &Zl air content within the ranle of 7 to
10 percent. Mortar .hall meet the requirements of ASTM C-Z70.
F C~'ft1L.A1l M.A TEIUALS
Cranula.r materials mmished for foundation, bedc!ini. enca.e-
ment, backfill, or other purposes as may be .pecwed shall consist of
any natural or synthetic mineral a.llregate such as sand, gravel, crushed
rock, crushed .tofte, or s'lal, that shall be .0 ir&ded a. to meet the
Iradation requirement. .p."cifled berein for ea.ch p~rtic:u1ar u...
Fl CiR.A.Nt1LAB. MATEIUAL CIlADATION CLASSIFICATIONS"
Ciranular ma.terial. furni.hed for u.e in Foundation, Bedcti.na.
Enca.ement, or Backfill construction .haU confo~ = to the followiDl
requirements:
37 Standard Utilities Specifications
Z-bal.Z-
In each case above, unle.s otherwise indicated, the lower limits of
any pa.rticular zone sb.a.ll be the top surface of the next lower course as
constructed. The upper limit. of ea.ch zone are esta.blisbed to define variable
needs for material Irac1&tion and compaction or void cOAtent, takin'l into
con.ideration the sequence of con.truction &Ad other condition.. The material
u.e &Dc! aone cle.iIDation. ciescribed above .hall only serve to fulfU1 the
objectives and .b.&ll not be con.trued to re.trict the 1.1.. of any particular
material in other acmes I.l..re the IradatioD requirements a.re met.
o PILINO
PiH"1 sha.ll be constructed in accorcia.nce with the provisions of MnDOT
Specification Z4SZ.
26'21.3 CONSTltUCTION IU:QUIaEMENTS
A CENEIlAL PR,OVISIONS
Al ESTABLISHING LL.'lE A.4~D CillADE
The primary line andlrade wUlbe e.tablisbed. by the EAKineer. For
trench msta.1l&tioA, Un.' &Dd Irade .take. will be .et parallel to the propo. ed.
pipelme a.t &Zl appropriate off.et therefrom... wU1 best .eZ'Ve the Co'l1tzoa.ctozo'.
operation. wherever practical. For tumle1 installatioA, liDe &Dd Irade
o stakes will be set directly above the proposed pipelme s.ttiDl. Ora.cle a.nd
line stakes will be .et at 2S-foot iAterval. &lonl tbe pipeline; at ea.ca chanie
in line or Ira.cle; and a. needed for pipeline appurtenances and service lines.
The Contractor .hall arranle his operation. to avoid unnecessa.ry
interference With tbe e.ta.bli.bment of the primary line &Dd Ira.de stakes; and
shall render whatever alsilta.nce may be required by tbe Enlineer in accom-
pli.hina tbe .takinl. The Contractor shall be respon.ible for preservation of
the prima.ry st&kes &!ld .hall bear the full Co.t of any re.takinl neces.itated.
by hi. nellilence.
The Contractor sball be solely responsible for the correct tra.csfer
or the primary line and Irade to a.ll workinl point. and for con.trucnon of
the work to the prescribed line. and.rade. al e.ta.blished by the EDlineer.
Followina construction of a work .haft on tuzmel in.tallation., the line and
~ ra.ce . hall be tran.ferred down the .halt and be projected into and throughout
the 1enltft of ea.c:h twmelheadinl.
39 Standard tJtilit~es Specifications
-
2621.3
Wherever a.ltera.tions a.re required a.. a. result of unforeseen u.~cie:'-
I rou.~c! interferences not due to any fa-wt or nellilence of the Contractor, the
Eniineer will issue a written order coverinl any adclitional or extra work
involved and .pecifyinl tbe revi.ed ba.is of payment, i! a.ny. Azty a.lterations
m.a.de strictly for the convenience of the Contractor shall be subject to prior
approval and shall be at the Contractor's expense.
No extra co....tlensa.tion will be allowed for delays caused by the
interference of underaround structure..
A4 llEMOV AL or sou ACE IMP!lOVE~NTS
Removal of surface improvement. in connection with trench excavation
shall be limitecl to actual neeel. for installation of the pipeline and appurten-
ances, ca..ed on the allowable trench widths and any other controls i..1II%1posed
in CODnec:tion with the work. aemoval operations sball 'be coordinatecl eU.c~-
ively with the excava.tion &Dd in.t&lla.tion operation. ... will caus. the least
practical dis~ption of traffic or inconvenience to the public. llemoval
c1ebris shall Aot be ciesposited at location. that will block a.ccess to fire
bydrant., private c1rive lI"Ys, or otber essential .ervice area.. ltemova.l
and final disposal of debris sha.ll be accom.plished a. .. sinlle operation
wberever pos.ible &nd., in any event, the debri. .11&11 be removed from the
site before st&rtinl the excavatinl op.erations.
ElemovaJ. of concrete or 'bitumiAou. .tructures .ha.1l be by methocls
proeluc:ii11 cle&D-c:ut breakale to prescored lines a. will pre.erve the rema.in-
inl structure 'Without c1a.ma.le. llemova.1 equipment sha.11 not be opera.ted in a.
ma.:mer that will cause da.m.age to the rema.ininl structure or. adjoininl
property. Where not removed to an exi.tmi joint, concrete structures sha.ll
be sawed a.lone the break line. to a minimum depth of one -third of tb.e
structure depth.
Aziy reusable ma.terial., such a. allrela.te, soel, topsoil, shall be
selrela.ted from other waste materials a.nd be .toc1cpUed 80 as to maintain
suitability &Dei pe.....it proper reuse.
The u.e of d.rop weilht equipment for breakinl pavement will be
allowed to the extent tha.t the Contra.ctor sha.ll a..sume full responsibility
for any damales caused thereby. The pavement breaking operatio~ shall
not be a.llowed to become & nuisance to the ?uplic or & source of damale to
uncie:,;round or adjacent structures. The right is reserved to order dis-
continuance of drop weilht breaking opera.tions at any time.
41 Standard Utilities Spec~ica.tions
Z621.3
Contractor shall secure any required pe.....J.ts for blastir..~ and. sh.all c:onc:uc:
bla.sting operations in conformance with &11 applicable state a.nc! loc:alla.ws,
relulations and ordinances.
BZ CLASSIFICATION A.~D DISPOSITION OF MATE1U.~LS ,
Excavated materials will be cla,sified for payment only to the exte.~t
that the removal of materials cla.ssified by the Enlineer as ltoc:k will be pa.id
for separately from other unclassified m.aterials, either as a. se?a.rate Con-
tr&ct Item or a. &:1 Extra 'York Item wben no bicl price i. applicable. All
other materials enc~tered in the excavations with the exception of items
classified for payment u structure remova.ls, will be considered a.s Unclass-
wed Excavation. O'ncla.. sified m.aterials shall include muck, rubble, wood
debris, and boulder stone, ma..onry or concrete fra.......ent. less than one-
half cubic y&rd in volume, tosether with other miscellaneous matter tha.t ca..~
be removed effectively with power operated exca.vators witbout resorting to
drill.ing &De! bla.tUlc.
1loc1c exca.vation .hall be defined to mclude all hard, solid rec:k in
ledse !o._.ation, bedded deposit. &DC unstratified ma.sses; all na,mra.l con-
110merate deposits so fi.....ly cemented as to pre.ent all tbe c:ha.racteristic.
of solid roc1c; and any' boulder stone, masonry or CODcrete fra.....ents exceed-
iDe one-ba.lf c:ubicyal'd in volume. Material. such a. shale, hare! pan, soft
or cli.mtelrated rock. which C&D be c:!i.lodled with a hand pick or removed with
a power operated excavator will not be cla.sified a. 1loc:1c Excava.tion.
Excavated material. will be cla. .ifted for reu.e a. being either
Suitable or Unsuitable for bac:kfil1 or other specified u.e, subject to selective
control.. All suitable materials .hall be reserved for bac:kfil1 to the extent
needed, and &DY surplus remair'''',1 shall be utilized for' otber con.truc:tion on
the project as may be specified or ordered by tbe Enlineer. To tbe extent
practica.ble, Iranular ~aterial. and topsoil shall be .elrel&ted from other
material. durinl th. excavatinl &Del stockpilinl operations so a. to pe.......it
best use of the available material. a.t the time of backfillinl.
All excavated material. reserved for bac:1cfill or other use on the
project sball be stored at location. approved by tbe Engineer that will cause
a. minimum of inconvenience to public tr&vel, &dj¢ properties, a.nei other
specia.l interest. the material shall not be depo.ited so close to the edges
of the excavations a.s would cre&te haza.rdou. conditions, nor shall any
m.a.terial be placed s,o as to block the access to emergency services. All
materials considered unsuitable by the Engineer, for any use on the projec:t,
sha.ll be immediately removed from the project a.nd be disposed of a.s
arranged for by tbe Contractor.
43 Standard Utiline 5 Spe c:i:ic:ations
~6Z1.3
S~ SHEETL"lC AND BRACL'lC EXCAV.o\TIONS
All excavations shall be sheeted, shored, &Dd braced as will meet
all requirements of the applicable safety codes a.nd regulations: comply with
aDY specific requirement. of the Contract; aDd prevent disturbance or
.ettlem.en.t of a.dja.cent surface., foundation., .tructure., utilities, and.
other propertie.. My M!.m&ses to the work under contract or to ad.jacent
structures or property cau.ed by .ettlement, water or ~arth pressures,
.Ude., cave-iD., or other cau.e. due to fa.ilure or lack of sheetina, shoring
or, brac:iD1 or throulh ne;lllence or fault of the Contractor in any mazme r
shall be repa.ired. by the Contractor at hi. expen.e and without delay.
Where conc!ition. warrant extreme care, the Contract may require
specia.l precautions to protect life or property, or the Enlmaer may order
tbe installation of sheet pillDl of the interloc1cin1 type or direct that other
sa.fety measures 'be ta.ken u he dee.... necessary. F&ilure of the Enlineer
to order correction of improper or ina.dequate she.tinl, shorinl, or braC:-=..ng
shall not relieve the Contractor of his re.ponsibilities for prote c:tion of lue,
property, &Dc! the work.
The Contractor .hall assume full re.pon.ibtUty for proper &Del
adequate plac..._ct of .he.tiDl. .horms. &Dd bracinl. wherever &Dd to
such depths that .0U stability may dictate the need for support to prevent
c!iapla.cement. Braci.na shall be .0 a.rranled a. to provicle ample working
space &Dd so as Dot to pla.ce stre.. or ~traiA on the inplace structures to
any .xteDt that may cau.. "........Ie.
Sheetin" .horiDl and brac:inl materials .ball be removeel only when
aDd in such ma.zmer as will a..ure adequate protection of the mpla.ce .truct-
ures and prevent displacement of supported around.. SheetiDl and bracing
shall be left in place only as required by the Contract or ordered by the
Enlineer. Otherwise, sheeting and brac:inl ma.y be removed as the back-
lillina reaches the level of respective .upport. Wherever sbeetins anel
bracina is left in pla.ce, the upper portion. .hall b. cut aDd r....ov.d to an
eleva.tion of three feet or more b.l~,w the estabU.hecllracle a. the Eftlineer
ma.y direct.
All costs of furni.hiDl. placina. and removinl .beetina, .horinl,
and bra.cinl material., includinl the value of material. left inplac. a.
rc:quired by the Contra.ct, sha.ll be included in the prices bid ior pipe install-
ation anel will not be compensated for separa.tely. When a.ny .beetina, shor-
ing, or bracinl materials are left in place by written order of the Enlineer,
in the ab.ence of specific requirement.. of the Contract to do so, payment
will be made for those materials as an Extra Work i.tem, including waste
materia.l resultinl from upper cut-of! requirements.
45 Standard Utilities Specifications
~o~1.3
requirements thereCor will be c:ompt!nsatea tor separately a. Extra. Work
items.
C INSTAl.l.ATION OF PIPE A.~D FITTINCS
Cl L.~SPE\".ION AND HANDLL.~C;
Proper &Dd adequa.te implements, tools, a.ne! facilities s&t'i.factory
to th. EnliDeer shall be provid.d &Dd used by the Contractor for the sa.fe and.
conv.Aient pro.ecution of the II ..rk. Unloac1iAl, distribution, a.nd. storas. of
pipe and a1"t"~teD&nt materi&ls 011 the job site shall be ... approved by the
Enline.r. All material. sball be bandled carefully, as will prevent c:1am.age
to protective coa.tinas, lininls, &Ad joint fittinls; preclude contamination of
interior area.; and avoid joltma conta.ct, dr'''''~.t''inl, or dumpina.
All work and material. are subject to tests by the ~..er a.t such
frequency as may be dete....iDed by the uliAeer. Such tests shall be paid.
for by the C ~._er.
Before beina low. red into layinl pOlition, the Contractor sha.l1 ma.ke
a thor~lhvi..U&l mlpection of each pipe .ection &Dd appurtenant units to'
detect c!am.ale or UD.owui ccmd.1ticm.. that may need corrective a.c:tion or be
cause for rejection. Inspec:tio~ proceclure shall be ... approved by the
Enlmear, with special methocia beiAl required a. he d...... neces.a.ry to
check out su.pected d.efeet. more de&itely. The Contra.ctor sha.1l info.....
the EAlineer of any defects discovered &Dc! the ,1:""lineer will prescribe t~e
required corrective actions or order rejection.
Immediately before placement, the joint surfaces of each pipe sec-
tion and fittinl sha.U be inspected for the pre.ence of foreiiD matter,
coatinl bli..ters, roulh ed.le. or projections, and. &Z1y imperfections .0
detected shall be corrected by c1eaninl" tri.nm'UDa. or repair as needed.
a PIPE LAY.INe OPERATIONS
Trench excavation and 'beddina preparation. shall proceed aheacl of
pipe placement a. will pe....it proper layinl &ftd joiniDK of ,tbe units at the
pl"escribed I'r'ade aiu! a.1iaament witbout unnece..a.ry deviation or hind.rance.
Every rea.onable precaution shall be taken to a..ure correct placement of
e&ch unit,' with tiaht, full joint closure, free of interior contamination. .
At the 'time of pipe placement, the beddiDl conditions .hall be suc:h
as to provide uni!o.... and continuous support fo~ the pipe between bell holes.
Sell holes shall be excavated as necessary to z.nake the joint connections,abut they shall be no larKer than would be adequate. No pipe materia.l sha.ll
be laid. in w&te r nor when the trench. or beddinl conditions are othe :'Wise
47 Standard Utilities Spec:ific:a.tions
ZoZl.3
(1) Concre.te pipe and fittinj joints- compression type rubber
gasket seals conIorming to the requirements of J\.STM C-443 or ASSHTO
M-198 for circula.r pipe, or as otherwise approved by the Engineer in the
case of non-c:irc:u1ar pipe section..
(2) Pla.tic Truss pipe and fittiAas - .ealed witb suspended
ABS joint cement.
(3) PVC Pipe and fittinss - sealed with solvent' cement or
'I'~e OR. i&.1cet seals.
(4) Vitrified clay pipe and fittings - factory fa.bricated
compression se&l. or compression type coupUngs.
(5)' Corruaated steel pipe and fittmls - sealed with approved
type compression seals.
Where watertight joints &re not required, jomtl in concrete pipe
shall be made soU tiaht by filling with"mortar a. ~e Engineer directs.
Pipe joint. encued 1: concrete will,not have to be sealed with I&.ket type
seals but shall be filled with mortar as directed;
C4 BULKHEADINCi OPEN PIPE ENDS
All pipe &Del fittinl ends left open for fut-.u-e connection shall be
bulkheacled by ai'provedmethods, prior to bac1cf;1Hua. Unle.. othe. .. ~se
specified or a.pproved, all opezWlgs of Z4 inches m diameter or less shall
be closed of! with prefabricated plulS or caps and all openinls larger
than 2.4 inches in diameter shall be clo.ed off with ma.onry bulkheads.
Prefabricated plugs and caps shall be of the .ame materia.! as the
pipe material, or an approved a.lternate material, and they shall be install-
ed with wa.tertight sea.! as required for the pipeline joints. Muonry bulk-
heads shall be constructed with clay or concrete bric:k to a wall thic:1cne..
of eight inches.
Bu.lkhead. in.talled for tem.porary service durinl construction may
be constructed with two-inch timber pla.nkinl securely fa..tened together
and adequately braced, as an alternate to the masonry construction.
o APPUllTENANCE INSTALLATIONS
Appurtenance items such as aprons, trash guards, gate s and
49 Standard Utilities Specifications
-
-
2.&2.1.3
-
Unless otherwise specified, service pipe shall be inst..lled at rilht
angles to the main sewer and &t & stra.iaht line irade to the property line.
The standard a.nd minimum irades shall be a uniform rise of one inch in four
feet for sanitary service liDes a.nd one inch in eiaht feet for storm sewer
service lines. These miftUTt-'Um ara.de. may be rec1uced (by not more than
one-hAlf pitch) where ca.t iroD pipe 1. u.ea &Dd. the EDlin,e.r Ie approve. in
the cas. of restrictive elevation differences.
Builc!inl se:'Vice pipe Unes shalllenerally be kept as deep as re-
quired to serve .the builc1ina elevation &Dd maintain the .pecified mi%'~""'tum
pipe irades. Pipe bencls shall be provided a. nece..ary to brina the service
lines to proper loc:a.tion a.nd Irade. Pipe bend. .ha.ll Dot exceed 22t delrees
without a.pproval of the Enpneer.
Unless othe. ..lse indicated, s emce pipe inst&llation shall te....inate
at .. point approximately one foot outside of the buUc!in1 property line, at
which point the Contra.c:tor sha.1l furnish &Dd set a. 2 x 2 i:1c:h wooden stake or
approved .teel post to mark the exact end ~f pipe. This stake or po.t shall
be set vertically and shall extend fr..._ the service pipe to the Irc:nmd surface.
Wherever serVic:e line connec:t1OZl' to the main sewer are pe....itted
or required to be macle by the opeD cut-out method izl the ab.ence of a built-in
Tee or Wye fittina, the ccnmec:tion .ball be ma.de by USU1a an approved type of
Saddle Tee fittina.. The pipe cut-out .hall be' made with an approved type
corinl machine or by other approved methods proCu dila a unUo...., smooth
c:irc:W.ar cut-out as required for proper fit. The cut-out discs shall be re-
treived and .hall Dot be allowed to rema.m within the main sewer pipe by means
of epoxy resin or other approved adhesive. The entire cOlme ction fitting shall
'be eDc&.ed in concrete to a ~';ui._-un thic:lcness of six inches and a.s may be
shoW'n in the standard drawinss.
Wherever se. I :ce line conftection.. to tlie main sewer a.re required
to be m.ade by mean. of built-in Bzo&Dcb. Tee or Wye fittings, the Contr&ctor
sha.ll, in the absence of such fittiDC.. rem.ove & .ection of the main sewer pipe
andrepla.ce it with the required Branch Tee or Wye section connected. by means
of a.n a.pproved sleeve coup1ina.
Sanitary sewer service lines sha.ll not be connected to .. manhole at
an elevation more than 24 inches a.bove the crown of the outgoinl sewer.
Where the eleva.tion cliUerence is Ireater than %4 inches, the connection shall
be made 'by means of an Outside Drop Connection in accordance with the de-
tails shown in the .tandard drawings.
All pipe and fitting openings at tempora.ry te ....inal points shall be
Sl Standard Utilities Spec:ifica.tions
-
'0,1.3
C R.E: CO~~E CII.'\;Ci EXISTL~Ci FACILITIES
Disposition oi abandoned facilities and reconnection of existing
facilities .ha.ll be a. pro"-ided for in. the Plan. and Special Provisions.
H ~J.J.A1lY SEWEll LEAKACE TESTINC
All saaitary sewer 1i:1es shall be substantially wa.tertiiht and shall
be tested. for excessive leakaleupon com.pletion and. before service connect-
ion. a.re ma.de. Each test section of tbe sewer sha.U be subjected to ex:ilt:'a.-
tion testing, either by hydrostatic or air test m.ethod a. described below &:1C
at the Contractor's option. The requirements set forth for ma...-imum leakage
shall be m.et a. a conctition for acceptance of the sewer section represented
by the te st.
U the ground ...ter level is greater than three feet above the invert
eleva.tion of the '-t'~er manhole&Dd the Enlineer so approves, infiltration
testini may be a.llowed in lieu of the 'exfiltration testing, in which ca.e the
a.1lw II ....ble leU&ie sball be tbe same as 'Would be allowed for the 'Hydrostatic
Test. .
All testi:i shall be perfo......eci 'by the Contra.c:tor at his expense with-
out &DY direct compensation beini made tberefor, and be sha.ll mnti.sh all
neces.ary equipment &Dd material., inc1uc::1ina plug. and st&z1c1pipe. as
required.
Hl AIR. TEST METHOD
The sewer pipe section under test shall be clean at the time of test-
ing but the pipe may be wetted. Pneumatic balls shall be used to plug the
pipe end. at manholes. Low pres.ure air shall be introduced into the
plUiled line until the internal air pressure reacbes 4.0 psi Ireater than the
average back pre.sure of any ,round water pressure that may submerse
the pipe. At least L... w minutes sha.ll be allowed for the air tem.perature to
stabUi:e before reaciinls a.re talcen and the timinl started.
The sewer 'section uncler te.t will be accepteci as havinl pl.S sed. the
air le&kale te.t if it does not lose air at a rate to ca.use the pressure to
drop from 3.6 to 3.0 p.i in le.s time th&D one-half minute per inch in diamet-.
er of the pipe tested.
HZ HYDElOSTATIC TEST METHOD
After bulkheac!ing the test section, the pipe sha.ll be subjected to a .
S3 Standa.rd Utilities Speciiications
262.1.3
I PIPET T't'E S.~CKrILLINCi OPERATIONS
All pipeline exca.vations sha.ll be backfilled to restore pre -existi.~i
conditions &s the minimum. requiremect, and ful!U1 a.1l supplementary require-
meZlU iJ:u!icated in the Plm. &11cl Specifications. The bac:1rf3J1in.1 opera.tions
sha.ll be startecl U 10011 as conc!itiol1' will pe._..it 011 eacb section of pipeline,
10 u to provide continuity in sub.equent operatio:s &cd restore 110....a.1 public
service ... soon as pra.c:tica.ble on a sec:tion-by-sec:'tion basis. All opera.tions
shall be pursued dililently, with proper anel a.dequa.te equipment, a.s will
...sure accerta.ble results.
In the absellce of Special Work item requirem.ents, the bac:k.~';"i.~g
shall be a.ccompli.heel with the u.e of Suitable Material. selected from the
excavated materials to the extent availa.ble &cel pra.ctical. Shoulcl the
materials a.va.ila.ble within the trench .sec:tion be unsuitable or insufficient,
without loar1';'-. and ha.u1.in1 or the employm.ent of u:rea..onable measures,
the requireel additional materials lha.ll be m:nished from outsiele sources a.t
the C .....r1s expense.
Suitable 'Mat.rial shall be defined a. a mineral soU reuon&bly free
of foreip material. (rubbisb, debris, etc.), frozen clumps, ov.rsize stone,
roc:lc., concrete or bitamiDouS c:h1mks, &Dd oth. r unsuitable ma.te riaJ.., tha.t
m&y c!ama.le the pipe in.ta.11ation, prevent tboroulh compaction, or mcreas e
the risles of after settle...ent UZUleces.&rUy. Material .election shall be such
as to make the best and fullest utilisatio: of what is availa.ble, ta1c:in1 into
considera.tion parti=1ar Ileeds of different bac::1cfl1' zones. Materia.l cc:m.ta.in-
inl sto:e, rock, or chwUc. of any sort sb.aJ1 only be utilized where a.nd to the
ext.nt there will be no det..~ental effects.
B&c:kiUl materials shall be carefully placed in relatively wtifo....
depth layers 'pre&a over the NIl width and leftlth of the trench section a.nd
AS will provide simultaneous support On botb .ides of the pipeline. Each
la.yer sha.ll be compacted effectively, by '&pproved mechanical or band
methods, until there is no further visual evidence of incr....ed consolidation.
Compaction of tbe inplace layer sha.ll be com.pletecl accepta.bly before
placUla materia.l for a. succeed.iftl layer thereon. The m&ZU1er of placement,
layer thickness, compaction equipment, and procedure effectiveness shall
be subject to approval of the Enaineer.
Witb.i%1 the pipe bedciin~ and enca.semect zones described as that
portion of the trench which is below an elevation one foot a.bove the top of
t.~e pipe, the materials placed shall be limited in pa.rticle size to 2 inches
S5 Standard Utilities Specifi~a.tion.5
2ooZ1.3
In the a.bsence of specific pa.yment provisions, a.s sepa.ra.te Contra.c:t
Item., the restora.tion work sball be cornpens&ted for a.. part of tbe work
required W'lder tho.. Contract Item. which a.eces sita.teel the c:iestt'Uction a.nc:i
replacement or repair, aDd there will b. no separa.te . payment therefor. If
separa.te pay item. are provided for restoration work, only that portion of
tbe repair or reC:OlUtructiOD wtUc:h wa. nece,sitated by the Contract work
will be measured for pa.yment. Any improvement. removed or d&maied
uzmec:es.arily sha.1l be repla.ced or repaired at the Cont:"aotort s expense.
j 1 TUU AESTOR.A TION
Turf restoration shaU be accompUshec! by .od placement except
where seedinl is specifically a.llowed or required.
Topsoil shall be pla.c:ed to a minimum depth of four inches under
all sodclinl &Del in all' a.re... seeded. The top.oil ~a~eria.l u..cl aba.ll be
lllht friable loam conta.ininl a Uberal &m.OWlt of humus aDd .hall be free
of heavy clay, course laDd, stonas, pl&Dts, roots, atlc:ks &Dd other foreian
matter. Top.oil meatiz11 the.e requirements .haU be .elected from the
excava.ted ma.terial. to the extent a.valla-ble and needed.
All mrf establishment'work shall be done in sublt&Z1tial compliance
with the provisions of M:DOT S~cf.ficatiOD 2575. Se.d shall be M\;lm.1re No. 5
of M:DOT 3876, \m1es. otherwise directed or approved.
jZ PAVEMENT R.E:STOa.AnON
The inpla.ce pa.vement structure (iDcludinl ba.se allrasates) shaU be
restored in kind &Dd depth as previously existed, USU11 ba.se a.llresa.tes
sa.lvaged from the excavated m.a.terials to the extent avaUable and needed,
&Dd with new materials beina provided for reconstruction of the concrete or
bituminous surface' courses.
If, through no fault of the Contractor in failinl to reserve sufficient
&llrelate ma.teria.ls from the excava.tions, there should be iD.ufficient
quantity of suitable allreaa'te to reconstruct the pavement Da.e courses,
the a.dditional materia.ls requireel will be furnished by the Owner at its .
expense, or the Contractor will be ordered to .furnish the aelditiona.l materi-
a.ls from outside sources as &D Extra. Work item in the absence of &:1 &ppro-
priate Contract item therefor. Placement of any a.dditional allrelate
materia.lsdelivered to the site by the Owner or of &ny a.dditional materia.ls
furnished by the Contrac:tor shall be an incidental expense, a.s will a.1so be
the disposa.l of a.ny excess ma.terials resultina therefrom, unless special
payment provisions a.re otherNise a.lreed upon.
57 Standa.rd Ctiliti~s Spec:ifica.tions
a62,1.3
construction item. a.re completed and sha.ll not be left to await fi:1a.1 com-
pletion of all work. o.ea.nup operation. .ha.ll be considered a.. beinK & part
of tbe work covered under the Contract item. involved. &Dd. only. that work
wm.ch can not be accomplished at any early time shall be considered a. final
cleanup work not attributable to a spe cific Contract Item.
If dispo.a.l operations &Dd. other cle&Duj) work are not concluc:ted. .
properly a. the construction prolresses, tbe Enlmeer may withhold pa.rtia.l
payments until such work is satisfactorily pursued or he may deduct the
estima.ted cost of its perfo....ance from the partial estim.a.te va.lue.
. .
Maintenance of sodded &Dd seeded area. shall include a.dequa.te
waterinl for pla.nt Irowtb and tbe replacement of any ciea.c! or cia.ma.led sod
loa ma.y be required for a.ccept&Dce of the work.
2.621.4
METHOD OF MEASt11lEMENT
All item. will be m.ea.ured .epara.tely accordina to desirn desiana-
tion' a.s inc!ica.ted in the Pay Item name and a. may be d.taUed and defined
in the Plans or Spec:ia.l Provisions. Pipe willaenerally be desirna.ted by
size (in.ide diameter or 'PaD), .nenlth clas., kind or type, and layiz11
conclition. Complete-in-place item. .ba.1liDclude aU component part.
thereof a. described or requirec1 to c..._.plete tbe UDit, but excluctiDa any
exces.es covered by .eparate Pay Item.. Linear mea.urement of pipinl
will include tbe ruzmmllenlth of &n,y special fittinl' (tee., wyes, elbows,.
aa.tes, etc.) installed within the line of m.ea..ure between spec:ified te._.mal
points.
A SEWER. PIPE
Sewer pipe of each de.i,n desilnation will be mea..ured by lenith in
linear feet aloni the line of pipe. Te....inal points of measurement will be
the pipe end. a.t free outlets; the point of connection with inplace pipe; the
center of manholes or c:a.tch basin.; the point of centerline intersections a.t
brancb fittinls; or the point of juncture with other appurtenances or units
&5 defined.
Separation of quantities a.ccordina to "depth zone cla.,sific&tion",
when so desianated in the Pa.y Item, will be dete....ined by deptb of pipe
invert below the around surface profile.
S9 Sta..~d.ard Utilities Spe cifications
262.1.4
C SPE CIAL. PIPE: FITn~CS
Special pipe fittings (wye., tees. bend.s, etc.) of each design designa-
tion wUl b. meA.ured by number of eacb in..t&l1ed complete-in-pla.c:e a..
specified, but exclud1n1 any such fittinas required to .be installed a.s & com-
ponent part of any other Work Ullit.
H APPUaTENANTITE~
Appurtenant item. such as aprons, trash pard., ,ate. and othe r
prefa.brica.ted units or ... .embUe. as identifi.d by Pa.y Item name will be
measured separately 'by number of eAch in.ta.lled complete-in-pla.ce a.s
specified.
I O&A.NULA1l MATEIUALS
Cra=ulu material. funli.hecl anc! placec! u special founc!a.tion,
bedc:ti.nl, encuement, or bac:kfU1 CCD.tructiOll will b. mea..ured by weight
or volume of material Mnli.hed by tbe Contractor &o=. outside .ources
and placed witb.i.n the limit. deliA.d. UDles. othe. .. :.. spec:if1ec1, volume
will be det.....iD.d by vehic:ular mea.sure (100'. volume) At the point of
deli very. Mea..urement. will not iAc:lude' any ma.terial. required to be
pla.ced as a. component 'part of a.ny other Work UDit.
1 PILINO
Piling .hall be mea.ured accorcU.n1 to the Provi.ion. of MnDOT
Sped.!ic&tion 2451.
11 PILE SENTS
Pile bents shall be mea.'.ured a.. a unit aDel .ba.U include all materi-
als &Dd la.bor required, . except the pUe.
2621.5
BASIS OF PAYMENT
Payment for sewer pipe &Dd .ervice pipe item. at the Contract
prices per linear foot of.pipe of each desiln .bAll be compensa.tion in full
for &11 costs of providing a complete-in-place pipeline, including ~xcava-
tion, foundation prepa.ration, bac:kfillina, lea1ca.le tes~a, restoration of
surfa.ce improvements, dispo.al of surplus or wa.te ma.te rials, final
clean-u.p, and such other work as may be specified, but excludinl the con-
struction of othe r structures or special sections and the pla.cement of
specia.l fittinlS., appurtenances or materials spec:i4cally desilna.tea for
payment under other Contract Items.
61 St&Ddard Utilities Specifications
-
COMPACTED GRANULAR
BA:FIL,L(~P.); ~ \ ':
I . :.. 0 po :. ~:' · . .
. .. .
. . .
. 0
o .
(.)
OJ
. .
'V
-U)
t 12"
~ t
o .
. .
't.
-
. .
. .'
. 0
B~
12"
.. ..
ROCK FOUNDATION
EARTH FOUNDATION
COMPAC I t.D
BACKFILL
! · '" , . 0' :- m A
IU ~ ;~. > ',: ; BC'~~"'::-": .).. ': ~ 1III -N
I ; .... '-: 'It. 'r:": :~.. ....:.. : .'. I~" in Y
. " I .' .' '1' ..' Ilf
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...... ..... fi
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"'I ~: '.,. '.0 .. . . . o. . "C. .- "
;e . : ~ . ...... . . ". ,. . ~. . '~., I...:.. Jln =
!1IIi!r:i1l ~ lIi~H~il\i~lilf@iIl~lIiilif U) f
CONCRt.IE
CONCRETE CRADLE
PIPE BEDDING Dt:.IAILS
9,30,86
TKDA
TOLTZ, KING ,DUVALL. ANDERSON,
AND ASSOCIATES INCORPORATED
STANDARD DRAWING
NO.
101
ENGINEERS' ARCHITECTS'PLANNERS
-
--
~
0.0.+2'
~
A
0.0.
~ :..
-
-N
't
~
0.0.,1.
2
I DEPTH AS NEEDED 10
" STABILIZE I t<ENCH
'- MIN. O.D.l4, BUT NOT
LESS THAN IO~
SPECIAL FOUNDATION DETAIL FOR THE
STABILIZING OR DEWATERING OF A TRENCH
9.30-86
TKDA
lOLTZ, KING. DUVAL.L., ANDERSON,
AND ASSOCIATES INCORPORATED
STANDARD DRAWING
NO.
104
ENGINEERS - ARCHITECTS- PLANNERS
, UNDISTURBED
U~~ SOIL
-
~ D ~
6"
~ 1
~ .-
At '. 'p' ii1l - A l-
., "= 10
I I 00 ... o. 0 . ..;' ..
I '450, " -
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--) --~ooo~:.\o:o~.:o III j
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SOIL
PLAN
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40 MIN.
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PLAN
9. 30.86
TKDA
b
fi:O):1
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'.. .'J>." .~ ....~.. 11
lI~UI~i~in~l'~\U~ ':=
SECTION
- ~
-U)
.,
}-
o
NI 6"
Ci MIN.
NOTE:
COVER FITTINGS TO BE
ENCASED IN CONCRETE
WITH POLYt.1 HYLENE OR
BUILDING PAPER PRIOR TO
POURING.
~
z
~
~
2500 f?S.1. CONCRt. I E
28 DAY.::>> I r<ENGTH
~
REACTION BACKING
C TEES a CROSSES
STANDARD DRAWING
NO.
III
TOLTZ, KING,OUVALl, ANDERSON,
AND ASSOCIATES INCORPORATED
ENGINEERS' ARCHITECTS' PLANNERS
-
6"
~ J
...r
.'.6 _
. 4' mr
. ~ ". '. J
... ,~
,.'. .. y -
. "45~:' A'" \11 {
/A " ,... .....:.....
, .:. ~ . ....: ,~ " ' ffiT
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~.. .4.. .. ~
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PLAN
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O 1 . .:. :.:: :..... .~. '.: Iii.- -1
......; :~.,,:.: :~:5 0
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' ' , 0 A'" 0,.' 11/1
..: IJ;.. ....'. ...:Ae.-::..::::::::. II
. 4(. . : I- : '. · . . .' '.A:,....' i1TT d- 6 MIN.
,0. e . . . , qu ~
- =11UE:1I1I=1J1i'~lJF=\ U -=(1 ,j:;
SECTION
UNDISTURBED
SOIL
~
ty
REACTION BACKI ~G
C BENDS
9,30'86
TKDA
TOLTZ, KING ,DUVALl, ANDERSON,
AND ASSOCIATES INCORPORATED
ENGINEERS' ARCHiTECTS' PLANNERS
STANDARD DRAWING
NO.
112
0.- /WATERMAIN HYDRANT PROf? LINE
GATE VALVE A
,. , a BOX. b
~~ 1 'J
lJJ
r V ~
TIE RODS ..J
a.:
0
"'-'C:) ~
VARIES 2~6"
~ .)1. .-.: .>..., ~
"us: !II) =-
0,
cff@
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.,1 MIN. U
J. III ~ II \\ =:J1II \ ~" III l=:!l ll= 1I1i:!!\ll l=:'
18 \
a'MIN.
COVER
'-COVER WITH UN-
TREATED BUILDING
PAPER.
(X
'r
I~
~
[' v-
.=--- ~I!;:i~j::.. : ·
CONCRc. lEi
BASE
;t-
..~
. "..""
REACTION
BACKING
TYPICAL HYDRANT LAYOUT
ROCK ALL
AROUND
MIN. 1/3 CY
MIN. I C.Y IN
IMPERVIOUS -
SOILS.
-
11'20-86
TKDA
TOLTI, KING, DUVALL, ANDERSON,
AND ASSOCIATES INCORPORATED
STANDARD DRAWING
NO.
120-R2
ENGINEERS' ARCHlTECTS' PLANNERS
I
I ~
I^ /1
11 \ / I
/I \ ~.
II \ / I'
..I' 1----~-1
_ I ~, : I I" I l
- I,"',.; ~ I I
f I ~'--..... I I
II \ 1= I
II I = (\I I_~
I' J -, I &0 I
I ,rt> I I
'I I I
(I .l1___) I "
I , ,
" \ I I ALL INTERIOR
\\ L___-.:~J : COR~ERS REQUIRE
\\ " I. 1/41 RADII.
\ \ ' . I
~ \\ \\ --- ~ ---~~
~'~~~~\~tl~
(" ("
. .. .-;~
FOR NEENAH R (642 MANHOLE
CASTING a COVER OR APPROVED
EQUAL.
J.
=(\1
-""
y
\
MANHOLE COVER PICKHOLE
1.2.87
TKDA
ENGINEERS' ARCHITECTS' PLANNERS
TOt.TZ. KING .DUVAll. ANDERSON.
AND ASSOCIATES INCORPORATED
STANDARD DRAWING
NO.
150
Standard Plates dated before Jan. 1, 1968 are referenced to the 1964 Minnesota Standard Specifications for
Highway Construction. Standard Plates dated from Jan. 1 1968 and before Jan. 1, 1972 are referenced to
1968 Minnesota Standard Specifications for Highway Construction. Standard Plates dated from Jan. 1, 1972
and before Jan. 1, 1978 are referenced to 1972 Minnesota Standard Specifications for Highway Construction.
Standard Plates dated from Jan. 1, 1978 and before July 1, 1983 are referenced to 1978 Minnesota Standard
Specifications for Highway Construction. These plates shall now be governed by the 1983 Specifications
references listed below for all projects constructed under the 1983 Specifications.
PLATE SPEC. PLATE SPEC. PLATE SPEC. PLATE SPEC.
REF. REF. REF. REF.
1015 2301 3045 2501 4014 2506 5000 2503
1016 2301 3050 2501 4015 2506 5007 3351
1018 2301 3051 2501 4016 2506 5200 2411
1019 2301 3054 4017 2506 5201 (1-5) 2411
1070 2301 3060 (1-2) 2413 4019 2506 5205 2411
1100 2301 3065 (1-2) 2411 4020 2506 5215 3351
1103 2301 3066 2501 4021 2506
1120 2201 3067 2411 4025 2506
2301 3100 2501 4101 2506 6000 (1-2) 2422
1140 2201 2503 4102 2506 6011 (1-5) 2422
2301 3110 2501 4103 2506 6012 (1-5) 2422
1141 2201 2503 4107 2506
2301 3114 2501 4108 2506
1150 2301 2503 4109 2506 7000 2301
1210 2301 3122 2501 4110 2506 2531
3123 2501 4112 2506 7020 (1-2) 2531
3124 2501 4125 2506 7035 2301
3000 (1-2) 2501 3125 2411 4126 2506 2521
2502 3126 2411 4127 2506 2531
2503 3127 2411 4128 2506 7036 2521
3001 2501 3128 4129 2506 2531
2502 3133 2511 4130 2506 7055 3426
2503 3134 2511 4131 2506 7065 2535
3002 2501 3135 2511 4132 2506 7100 2531
2502 3142 2502 4133 2506 7102 2531
2503 3143 2502 4140 2506 7103 (1-4) 2531
3004 2501 3145 2501 4142 2506 7105 2531
2503 3146 2501 4143 2506 7106 2531
3006 (1-2) 2501 3221 (1-3) 3226 4149 2506 7107 2521
2503 4150 (1-2) 2506 2531
3007 2501 4151 2506 7108 2521
2503 4000 2506 4152 2506 2531
3014 2501 4002 2506 4153 2506 7109 2521
2503 4004 2506 4154 2506 2531
3020 2501 4005 2506 4160 2506 7110 2531
3030 2501 4006 2506 4161 2506 7111 2531
3031 2501 4007 2503 4180 2506
3040 2501 2506
2502 4008 2506
2503 4009 2506
3041 2501 4010 2506
2502 4011 2506
2503 4013 2506
APPROVED No.y.] (1 !.9~~ ST ATE OF MINNESOTA $PECI,tCATtOM $TAMDAltD
f2i1;:;:~ ~ ~- DEPARTMENT OF TRANSPORT A TION REfERENCE "LATE
SPEC. REF. MO.
SPECIFICA TION REFERENCE 1983 0004 A
Ass; t Division DireCtor TO STANDARD PLATES EDITION (1 of 2)
Technical Services
PLATE SPEC. PLATE SPEC. PLATE SPEC. PLATE SPEC.
REF. REF. REF. REF.
8000 (1-2) 1710 9000
8002 2554 9001
8003 1710 9101 2575
8110 2565 9102 2575
il111 (1-2) 2565 9300
8112 2461 9301
2565 9302
8113 2461 9308
2565 9309
8115 2461 9310
2565 9313 3327
8116 2461 9314
8117(1-2) 3622 9315
8118 2545 9320 2557
2565 9321 2557
8119 2461 9322 ('.2) 2557
2565 9323 2557
8120 2461 9324 2557
2565 9400 2411
8121 (1-2) 2565 2461
8122 2565 9401 2411
8123 (1.2) 2565 2461
8124 2565 9500
8125 2565
3306 lJ J.~':": .~..
8126 2461
2565
8130 2565
8140 2545
8150 2554
8302 2554
8304 2554
8307 2554
8310 2554
8311 2554
8313 2554
8314 2554
8315 2554
8316 2554
8317 2554
8318 2554
8319 2554
8320 2554
8322 (1-2) 2554
8323
8324
8325
8326
8327 (1-2) 1703
8328 ('-2) 2554
8329 ('-3) 2554
8330 (1-2) 2554
8400 2871
APPROVEONov. .! 02. !...9~~ STATE OF MINNESOTA SPECIFICATION STANDARD
J2:dJ!::1~~- - DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
SPEC. REF. MO.
SPECIFICA TION REFERENCE 1983 0004 A
Assist t Division Director TO STANDARD PLATES EDITION
Technical Services (2 of 2)
~'\)>
:' l'-t~ \J ~
-di' I 0
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n:;, m
5"" 0
[~ r'O
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:l ~. I I~
g I . I~
... I I
::a
,.,
- 0
Z m
-,:J
.., )>
0 :0
-f~
::a ~)>
n m-f
0'" ~m
-a 00
~n ."."
-f~
~o :0-
)>z
52 zZ
zn ~~
en" :o-f
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... ~
'" 0
.,. z
-
.,.
'"
i~
_0
2,0
w~
gg~
WN_
M
,.,,,
",,,,
""n
",-
:IID~
",n
z~
n-f
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i
M
,...
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:lID
o
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1
, I
~ '" ~ ~ ~ c CLASS I I CLASS ]I I CLASS m I CLASS m
r ~ t= ~ -A "" J ~ ~ I 0 - t.Qad to Drodwa..J 0.0' i~ cr:uk
! ~ U 4( ffi ! '" x ~ ~ 800 I .000 I .350 I 2000
-: :H cr: Q. Q. I ~ t; 0 ! 0 - Loed to Drodvce Ultimate 10"
r B ~ ~ ~ ~ z.., "00 1 ~ 1 2000 1 3000 1 3750
I Q. ~ . 2 ~ j I Concret. 4000 Dsi. I Cone,..t. 4000 Del.' Concr.t. 4000 pSi. Ie, _t. 4000 "i, I Cone..... eooo pSi.
~ ~ fit: T J 01 02 03 04 Minimum Reinforcement Squ.,.. Inch.. pe,. lin..,. foot of pi,.. ".,.,..,
OISQ.F'T.IPOUNOSI INCHES Inn4tr c...10u...- c.,.11..... c...1 Outer ear1lnMr c:..IOuter CIII Inner c:.,. Out.. CacJeI-- c.,.IOvt~ ~
12 1 0.191 9212 I '.-1.v'61 .3Y41 13" 1 13,,1 ..."" 1 - - 1 0.01 I _ 1 0.07 I - 0.07 _ 0.10 I
IS I 1.231 121J2Y412 I.. 16~111~ I1Y41 1l~1 - - 1 0.01 I - 1 0.01 - 0.'0 _ 0.t4 I
18 1 '.771 16812..,12\1'41.. "~I 20 20ftl :?O~ I - - I 01)7 I - 1 01)7 - 0.... - 0.19 1
2' I 2...0 1 2'412~ 2~1 .. , 22"" 23"' , 23~ 1 24-' 1 - - 1 0.0'7 I - 1 0.07 - 0.20 - 0.1.. 1
24 I 3.'41 26513 ~~I 0' 1 U 1 26hLZ7 1 21'-1 - - I 0.07 1 - 1 0.01 ... Q..Zl - 0.'0 j
~~9I an13~1 3 I.. I U~. I 25~"'1 >>~I - ... I 0.'3 , - I 0.16 - 0.31 _ 0.38 I
~... 38413~1 3....1 ,. 1 ~2~1 32""1 ~3~1 - - 1 Q..I. I - I QJJ - 0.35 ... 0.41 I
~.941 45213_1 3'fl1 Y41 35~ I J6~T37l'41 - - J 0..5 - 1 0.10 - Q.27 o.ln O.~ I
. 36 7.071 ~241 4 I 3~1 .. I 38_13''-' I AD I 40JIlt I - -, 0.12 0.09 I 0.17 0.13 0.30 O,U o.sa I
. 42. !I.62 I '851.~ 14 1 .. I .~~ 1 45~1 41111 I.., 1 - - 1 ~ I 0.11 1 CUI 0.16 O.3J CU. 0.&0 I
41 i '~..511 86115 141'41.. 1 5.~1 52 153 1 ~,- - 1 0.18 I 0.1. I Q..Z4 0.18 0.'" 0.12 0.13 I
54 , '5.90' '070 15l\ I ...." "' I 57"'-' 58~ I 5'~15iJia I - - J 0.22 J o.le I 0.2' 0.22 I 0.50 0.31 _ I
I c..onc...te SOOO 011.
. 60 19.63 1296 6 5 .. 641'4 M~ M &6~ 0.21 0.'6 0.15 0." 0.34 0.&6 0.5' I 0..5
661~16~15~1"ll0~111~112~173 1 0..~5 10.11 1 0.31 10.11 1 0.4' 10.3. 10.61 10.S2
'~7 ~I. 6 I" 1 17LnJtJ 79 1 "Ill J. 0:1.9 1 0.1I 1 0.35 1 0.26 1 0..' I 0.31 1 0. 19 1 ....ao
16''l1 .. 113-l'afi3lilI5~"'1 0.3~ I JU4 1 o.~ 1 o~ I UJ I O~ I - I
84 4. I 7 I., I p-b LIP Ma 1 'U1l...U.D.' Ul L-iUI I ut I U. I U4 1 0..' I - I
Ie. .ret. 5000 DJL
90 44.18 ..2..740 8J2 7 ...,~ ~ HIIa,eh 041 0.)1 Q.,ll --UI , Q..U I QaU
96 150.~lf29~0 1$17 1 "1102\1aI'Oi~'I04,\I'051 0.48 , US 1 Q.l7 1 0.43 I 0.16 , ~l
r toncr.t. 5000 "..
102 56.75 301~_.i.~ 7"z .. 109 109~ "I~ 112 0.54 ~., UJ I U'
t08 63.&2138701'0 17\1'21 .. 11I5~ 1116 1118 !TIi"'-1 0'" I Q.. I 0.16 I OoS7
CLASS 1r
3000
0.18
O..J I
0~5
0.38
0.45
0.55
UP
WIt
JI.U
0."
TOLEIltANCES IN DIMENSIONS:
Tongue
0: + 1.5" f. 12" to 24 "0, +1" or 3/8" whichever Is grellef f. 27" to 108"0 End . ,
01,-02,03 & 04: +3/U,"': 12"t030.0, +1/4"'. 3'''to 1081>> ~
- - Q
T: Nat less thin the desl9' T by...en thin 5". .3/16" whlche_r Is grelller, i-
t- = j
,I
r -- --- -- -.......
IwII:. .. G,.~
. ~ . t tn4
1 ! s ~
t 1 ~ ~
~...:...1. .' ~
..... .' .
---.....-.":'~
-........ut...... Be..
Type end
NOTES:
Standard Plate 3006, Gasket Joint R,C. Pipe may be
furnished in lieu of 3000 pipe, The gasket required for
3006 pipe wUl not be required; however, the appro.
priate provisions of the specifications relating to filling
the joint space with an approved sealer or full circum-
ferential wrap of qeotextile material shall apply,
J: All sl.s 't 1/4 "
laying Len"": ShIll nat undemIn by..... thin 1/2"
/"
J~ ~
-, I Upper Hotf( -Sint.. Line AeinloratMrff "0...,.
TiiTT ~-:;rt-:1r
IIII IIIII I !I
o '+4.H.-i-4-J.4-i-,WL.
I III I Ii
I III1IIII
See Sheet 2 of 3 for reinforcement information and
general notes.
~
~Une
- -~ "I:lI:::. ~ ReIn,.,.....
r Lower HI" - Double UN AeinfCftllleflt.-., J- L.... ~
Jc LAVING LlN6TH . ~
TYPICAL LDN8ITUOINAL SECTION I AIINF'ORCING AT ENOS OF PIPE
<D 35 to 50% T except when wall thickness is less than
2.1/2" . then 3/4" of cover,
j
-
REINFORCEMENT:
Reinforcing steel shall conform to the requirements AASHTO M170
-
If the splices are not welded, circumferential reinforcement shall be lapped not less than 20 diameters for deformed bars and
deformed cold.worked wire, and 40 diameters for plain bars and cold.drawn wire, In addition, where lapped cages of
welded.wire fabric are used without welding, the lap shall contain a longitudinal wire. All circular and longitudinal rein.
forcement shall be assembled and securely fastened cage fashion so as to maintain reinforcement in exact shape and correct
position within the form,
Reinforcement will be considered as meeting the design requirements if the area, computed on the basis of nominal area of
the wire or bars used, equals or exceeds the above requirement, Actual area of the reinforcing used may vary from the
nominal area according to permissible variations of the standard specifications for the reinforcing.
The cover over the dr~umferantial steel shall be as shown on this plate but in no case shall the cover be less than 1/2 in, as
measured to the inside wall surface or the outside wall surface, except in the tongue and groove, Reinforcing steel may be
omitted from either the tongue or groove of 12" thru 33" 0 piain ro~nd pipe only,
The spacing center to center of adjacent rings of circumferential reinforcement in a cage shall not exceed 4 in. (100 mm) for
pipe up to and including pipe having a 4 in. (100 mm) wall thickness nor exceed the wall thickness for larger pipe, and shall in
no case exceed 6 in, (152 mm), The continuity of the circumL" . ,,,tial reinforcing steel shall not 'be destroyed during the
manufacture of the pipe,
~f>',"", '
GENERAL NOTES:
The strength test requirements in pounds per lineal foot of pipe under the three edge bearing method shall be computed by
multiplying the internal diameter of the pipe in feet by the O.loads to produce the 0.01 inch crack and the ultimate load as
specified above,
Not more than two lift holes will be permitted in each section of pipe, Tapered plugs shall be furnished for closing lift holes.
T and Y sections shall conform to the pertinent requirements of Std, Plate 4008 for pipe riser sections with a single line of
reinforcing, and to Std, Plate 4009 for pipe riser sections with two lines of reinforcing.
-
LAYING LENGTH:
The nominal laying length of all pipe shall not be less than 6 feet, except that not more than two 4 ft. lengths of pipe will be
permitted in a line of pipe to make the required total length. For all diameters of pipe one section of any odd length greater
than 4 feet will be permitted in each line or reach of pipe to make the required total length. Pipe sections shorter than the
nominal laying length shall be installed near the middle of the line or as directed by the Engineer.
BASIS FOR DESIGN: AASHTO M170
APPROVED -p~,.!..8.J~84__
2I1f,"-_~~~_
ASSi~~iYiSjOn Director
Technical Services
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORT ATION
SPECI FICA TION
REFERENCE
2501
2502
2503
STANDARD
PLATE
MO.
REINFORCED CONCRETE PIPE
3000 K I
Sheet 2 of 3
REINFORCEMENT INFORMATION AND GENERAL NOTES
Class II Class III Class III-I I Cless IV I Class IV-I Class V
~cn LLI- D-Load to produce 0.01 inch..crack
c:(w OLL ~ 1000 1350 1700 2000 2500 3000
-J: 'Z
Ou
..JZ ~::; ..JW D-Load to produce Ultimate Load
<t-. ..JZ
. a:: <~
zw Xw ;;:~ 1500 2000 2500 3000 I 3375 3750
a:~ O~
w- a:w :t Cone. 4000 psi Cone. 4000 psi Cone. 4000 psi Cone. 4000 psi I Cone:. 4000 psi
....c. ~~ I- , Cone. 6000 psi
zu.. ~ii:
-0 Minimum reinfor.., ,ant square inches per linear foot of pipe barrel
D T Inner Outer Inner Outer Inner Outer Inner : Outer I Inner Outer Inner · Outer
Cage Cage Cage , Cage Cage Cage Cage Cage I Cage Cage Cege Cage
12 140 2-3/4 O.OS*
15 180 3 O.OS*
18 230 3.1/4 0.10.
21 280 3.1/2 0.07 0.07 0.10*
24 340 3.3/4 0.07 0.07 0.09 0.07 0.12 0.09
27 410 4 0.08 0.07 0.11 0.09 0.14 0.11
30 480 4.1/4 0.07 0.07 0.09 0.07 0.14 0.11 0.18 0.14
33 510 4.1/2 0,08 0.07 0.11 0.08 0.17 0.13 0.23 0.17
36 630 4.3/4 0.07 0.07 0.08 0.07 0.11 0.08 0.14 0.10 0.21 0.16 0.27 0.20
42 810 5-1/4 0.10 0.08 0.12 0.08 0.16 0.12 0.20 0.15 0.28 0.21 0.36 0.27
48 1010 5-3/4 0.14 0.11 0.16 0.12 0.21 0.16 0.26 020 0.37 0.28 0.47 0.35
54 1230 6.1/4 0.17 0.13 0.21 0.16 0.28 0.21 0.34 0.26 0.46 0.35 0.58 0.43
Cone. 5000 psi
60 1470 6-3/4 0.22 0.17 0.25 0.19 0.33 0.25 0.41 0.31 0.56 0.42 0.70 0.53
66 1740 7.1/4 0.25 0.19 0.31 0.23 0.41 0.31 0.51 0.39 0.68 0.51 0.84 0.63
Cone:. 5000 psi
72 2010 7.3/4 0.30 0.23 0.36 0.27 0.50 0.38 0.61 0.46 0.80 0.60 O.~ 0.74
Cone:. 5000 psi
78 2330 8.1/4 0.35 0-.26 0,42 0.32 0.59 0.45 0.71 0.53
84 2640 8-3/4 0.41 0.31 0.50 0.38 0.70 0.53 0.85 0.63
Cone. 5000 psi
90 3000 9-1/4 0.48 0.36 O.bY 0.45 0.82 0.62
96 3370 9.3/4 0.55 GAl 0.70 0.53 0.96 0.72
Cone. 5000 psi
102 3760 10-1/4 0.62 0.47 0.83 0.62
108 4170 10.3/4 0.70 0.53 0.99 0.74
.Siugle Line Reinforcem3nt
See Std. Plate 3000 (1 of 2) for additional requirements
-
nOVEDE!~8~9!4_.
~~ -~~ g~ '-
ASSiSJ~~iSiOn Director
Technical Services
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORT AlION
SPECIFICATION ST AMOARO
REFERENCE PLATE
MO.
2S01 3000 K
2503
REINFORCED CONCRETE PIPE · WALL C
Sheet 3 of 3
!?UI
(~~
r I='
1'1 I '\n
I I r:...
I' II
I
I:)
.~
en 0
:II: q:
III ~
"
-t ~!t
... m~
o !1m
- 00
z """"
... -t K
... " i
o ~z
:lD ~!
,., ,,-t
. -t~
~ ~
.. i
-
."
III
.t;
....
NNN ;:0
U1U1U1 .~
OOO..n
WN'" ~~
"I
w
.... 0 ;t~
2. 0 !~6
N eft . ....
...
-wi "
Approx. 'Dla.
D'am. Gasket Mat'1.
o Not Stretched
12" . 21132"
15" 21132
18 21132
21 21132
24 21132
27 21132
30 21132
33 21132
36 21132
42 3/4
48 3/4
54' 3/4
60 3/4
66 3/4
72 131i6
78 13/16
84 13/16
90 13/16
96 13/16
102 13/16
108 13/16
Gasket Vol.
in Cu. In.
1.3.5
16.5
19.5
22.5
25.5
29.0
.32.0
35.0
38,,0
59.0
67.0
74.0
81.0
88.0
106.0
116.0
123.0
1.31.0
140.0
149.0
157.0
Length
of Jotrt
J
'-5/8"
3-5/8
3-5/8
3-7/8
3-7/8
4
4
4-1/8
4-1/8
4-5/8
4-3/4
5
5
5
5-1/4
5-1/4
5-1/4
5-1/4
'-1/4
,.1/4
5-1/4
01
15.223"
18.723
22.098
25.600
28.975
32.476
35.976
39.476
42.976
'f). 18'
51.023
63.001
69.007
75.007
79.250
86.250
91.500
97.750
104.250
110.750
117.250
.. L2
...
I
WALL
, WALL
1
1 _
DI VI O2
. 72" PIPE AND LARGER
See Standard Plates 3000 and 3004 for pipe design.
02
15..331"
18.831
22.206
25.724
29.099
32.608
36.108
39.616
43.116
50.183
57.193
63.192
69.192
75.192
79.400
86.400
91.650
97 .900
104 .400
110.900
117.400
(Min. \
L2
5"
4-3/4
5,
5-1/4
5-1/2
5-1/2
5-1/2
5-3/4
6
6-3/4
7-1/4
. 7-1/2
7-1/2
7-1/2
8*
8*
B - Wall
L1
2"
2-3/16
2-3/8
2-9/16
2-3/4
2-3/4
2-'/4
2-7/8
'-1/8
3-'/4
4-1/8
'-'/8
3-1/8
2-3/4
3/4"
3/4-
o
o
o
o
o
C - Wall
LI
2"
2
2
2-1/8
2.3/8
3
'-'/8
2-7/8
2-3/8
2
o
o
o
o
o
o.
o
Xl
1"
1
1
1
1
1
1
1
1
1-3/16
1-3/16
1-'/16
1-3/16
1-3/16
1-3/16
1-3/16
1-3/16
1-3/16
1-3/16
1-3/16
1-3/16
X2
7/8"
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
1
1
1
1
1
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
L2
... ...
J
Taper - 1050' .. ...
both sides . I
.' --'~-'. 300M 1
:... . V3 V . . . : . ax. L1
:~ 2. ......
~-t- ·
. . . 'W.. . ..,
;a' . .....a :.a .' - ..~.:
WALL t t'J~ :0. :. ".0 0 : .' 0 0 :.: WALL
,t .~~?:: :-:"'~ ~.'; i......~...=
Xl X2 .
0'1 VI O2
.S" PIPE AND SMALL~'R * *
VI
0.062"
0.062
0.062
0.062
o .062
0.062
0.062
0.062
0.062
0.067
0.067
0.067
0.067
0.067
0.093
0.093
0.093
0.093
0.093
0.093
0.093
Y2
0.090"
0.090
0.090
0.090
0.090
0.090
0.090
0.090
0.090
0.129
0.129
0.129
0.129
0.129
0.190
0.190
0.190
0.190
0.190
0.190
0.190
V3
0.313"
0.313
0.313
0.31)
0.31.3
0.313
0.313
0.313
0.313
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376.
0.376
0.376
0.376
0.376
The Engineer may approve a change
in the size of the notch and gasket.
A written request for approval of such
change w III be ~qu ired.
** SEE SHEET 2 FOR (PTIONAL
BEll RE"FORCEMENT, C~RANCES
AND NOTES
TOLERANCES" DIMENSIONS:
joint dimensions are nontnlanel subject to reasonable nanufacturlng tol.nees.
The tongue and gooft s"lI be such t"t when the pipe Is Jonted wlh the gasket
In place a proper fit Is obta Ined. F'" acceptance of the pipe. III be at the Job
ste after effective Joi'tlng "S been obtained. '
D Imens Ions sho_ are des Ign d linens Ions I Inspectors shall measure to the nearest 1/8 of an ..ch.
Gasket yolumes: .:t . for pipe 72 n and larger, .:!: 101t for under 72 If .
.:J
8 = (1.75 x J)
..
...
J
- ..
..,..,",..."
.:~."'.,..,~ ... " '.,' '.'
:~. 1 .....~ .
o. ,. ... - WI' .. ;.;..r.:
~,,' ,,'. " ~ . :11.. '. I ,
::~ .' -.~- , ~..: ,......~.. "..~.,
..:, ...J... ~ ._. .' ... ""., '...
.~...... .'., -:....~. :r.~.'.:.~~t _~~", '..: ':'~'..:'...,' ~:::.~~
8 = (1.75. x J)
..
J
... ...
t~';rl';:' .
,".... ....... ,. ~~
:....:\.~....:...... fit..;.... - ~:.:::. .':'':
- . ~~.~ ..' .'- .
. . :. .:~.~ :.'t',.:: -0. -0.::..::
..: "0'-' ....,..'!~ :.......'...,: -:'j',,';',':":-:':::."'.
W.OVEN WIR,E MESH OR 'MACHINE MADE BELL CAGE
CYLINDRICAL MACHINE CAGE
CD Reinforcing in bell shall be located between
3/4- to 1-1/4- fro. inner face of bell.
@
Q)
The bell cage shall be at least as wide as
di.enslon B.
For double cage pipe reinforce.ent shall be
at least equal In area to that of the outside
cage or line for bells or the Inside cage or
line for spigots. For single cage pipe.
relnforce.ent shall be at least equal in
area to that of the cage for either the bell
or spigot. Bell cages shall not have fewer
longltudlnals than the .aln cage.
QD See Sheet 1 for all di.ensions other than
bell relnforce.ent.
OPTIONAL BELL STEEL REINFORCEMENT
(SS- PIPE AND SMALLER PIPE).
J r Single Line
.. -..... reinfortellent shown.
~: :..b..:.:. '.:..;.a....; . :..:.&.t . ~ :~.
~", i'. .,;. : .;.: '.':. '. ::."'J
Taper ,. 50'
.......
-
T~ued ~nd~
L__~
,
.
.
.
I
1-
,-
.::
..; J: L -::"::!::!~'''':'':'' ,.... ..",,".',.,.,:, .~,
~ '--:: " .,. " ," .,' . '. " . ,"'""
... ....:. .. ~....., 00 .~.' ~.,.."..-...
~ 41 0-
4
O2
BASIS FOR DESI6N:
AASHTO "'70
. ~~ .
r Tongued End
~:--3
.
I
I
I
.
.
I
I
L -- '2,
L. _
~
Internal Dia.eter 12- 15- 1S- 21- 24- 27- 30- 33- 36-
Wall 4-1/S- 4-1/2- 5- 5-3/S- 5-3/4- 6- 6-1/4- 6-5/8- 7-1/8-
Steel Inside .08 .08 .10 .10 .12 .14 .18 .23 .27
(Sq.In./l1n.Ft. )
'Steel Outside .09 . 11 .14 .17 .20
(Sq.In./lin.Ft. )
GASKET JOINT FOR R.C. PIPE
(OptiOns)
OPTIONAL TRANSITION PIPE
(CONNECT TONGUE END TO TONGUE END)
I
~ROVED ~r. ..!~ 1~.
d,g/ ~P. a.~
All" nt Division DiNCUM'
Technical Serviees
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
SPIClPlCA TIOM
RIFIRINCI
2501
2502
, 2503
STMIOARD
"-ATI
MO.
3006 F
2 of 2 .
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
MANHOLE OR CATCH BASIN
6"
1
"
TYPE A Q)
Cone Section
@
I
o r-4
'J.
J ' ~.
f ------. .---,-
5" J ~., .
4811 Section 1 ~
-ll~ ~-I;: J
~ t~:,~i --\ ~ ::. 1
:3& ~'" . .'., W I'@
'. 't~~, 2 . ',' :. l::t, ~
8tl Poured concrete base.-. ~~ . : .:/ :"~1.~:":; >" ;~.:'.... . '
~-..:........:- ---.. -.--.....--
For alternate precast. ....:.:: :.' :::.: '...-: <:. ...:::...'....,:.., . '. .j--
concrete bas~. ~~. Std. '.': .:' :. :~,4'..:-~. :...:: '.'. .' ~ : .: ....: :-:'.:.: : ./.; ~;'1
Pl. 4011 I 4'-\)" .1-510
~
~
;--,/
..
co
>
Pipe
-
5'-4"
SECTIONAL VIEW
I
USee Type A Cone for
add ltional infannation tl
'*
~r
fi\ :i~
\!;/ --1:: "-511
.~ ~:E:'
.~. 3' 2-3/4" ~t:~ .
Xli ~E~ rTYPE..B .Q)
~' .~, C~S~on
'4~.~ I. ,~
~i ----L-1------m.?f
4uJ
......w
o
~
~
.
7-1~4I1J
-6"
..
4' 0"
-
SECTIONAL VIEW
v:.OVEo'iept.. ! ~..J..91!l
!i:;1, _fL-~.::L.
Director
Construction and
EnGineerin, o...lopment
o
"l:t
CD
2' 3" normal opening. When grate frame casting
802, 804 or 805 (Std. Plates 4129, 4131
and 4132) are' used the open ing shall be 2 I 0 tl .
Provide ......,l...r fillets to fl bottom portions of
pipe to d ireet flow to outlet.
Type A cone section shall be used unless
otherwise i1d icated in the plans. For cone
sec;tlon Type C See Std. Plate 4010.
Elevat ion of I ile "A tl e(JJalto or above I ile ''8 II .
@
o
@
@ Refer to plans for castilgs requ red. Use precast
concrete adjusting ring where necessary. See
Std. Plate 4010. Casting and precast concrete
adjusting rings (when used) shall be set on full
mortar beds.
. @ Refer to plans for any step requ irements
. REWFORCING
S Ingle I ine steel wi'e fabric having an area of
not less. than 0.12 sq. in. per foot of height..
5"
~"I"""~~
I~r. ...~. 3"
f/(f r;\t;. ',-"1
ii ,; --Flaw ~ - -- ~'. i - 1
~ ... , t. I 1
Pipe ~~ . ~/" -,-
r ~:,.,.'.-;,,~,;.\'
.
SECTION A-A
DEtJGN F
SPEClflCA TIOM
REfERENCE
STANDARD
PLATE
NO.
2506
4005 K
-
5M~. ~ ~~
V&:-----~
A 17>:< ' ~>~\\ A
t -(~1' ( ;<< __' ~\ nn_\ J
\\ \ \- \ .~~l---~
~,~ ./~~jft \Pipe
~--j-~
1
TOP VIEW
R EINFORC ING:
Single line stee I wire fabric having an area
of not less than 0.12 sq. in. per foot of height~
DESIGN
CD
@
CD
2 I 3" Normal Opening. When grate frame casting .802A,
1804 or tB05 is used the opening shall be 2' 0"
A straight tapered wall is acceptable.
Refer to plans for castings requ ired, Precast concrete
adjusting may be used where n~cessary.
See Std, Plate 4010.
-
4 -3/4 Ii
B /; ~~ B
l_1 If; ~\ ~1)\--~~ J
~. ~:-/;i-L-_~
'. +:::'5</ ~P
:: I ~\ lpe
i '.CD
~r ;; ') V t ::' :,. i
" .. .' tI J _ 1101
REINFORCING:
Single line stCf'i,.lre tJoric h,1Vinq an area
of not less than l).ll 5Q. in. l.er foot of height.
DESIGN H
APPROVED F eb. .f./_12J31_
IKd,z4l~~-
'j A5si~t1n! Division fk 't:t;)r ,
!._,....._kT,~h.I~;~.~~:::.'~ .~.___ L. .....
,---,
l ~------------~
~ L__
I
I
CD
)(
~
~ =
= ,2
Ot)
- v
..,~
I v
~g
..aU
, j
. 5"j
/
-J
~"-@
J
w
~>':.~:
...
4' 011 Max.
~,
..
5'211
~
SECTION A-A
J
....J
G
@
8" poured concrete base. For alternate precast
concrete base see SUi. Plate 4011.
. 'j
: '..1
o
'}
Height of strocture may be increased one foot by
the use of a one foot high precast section or
concrete block constroction below the cone section,
See Std, Plate 4002 for block constroction.
J
A
..-...
! ~----- .------~73 As an option, brick, cencNte
\.. 1__. block masonry I or cast-In-
1" 17"\ ~ :. place concrete may be used .
.~.: , oC \.!J ~.i t For materals and construction
. '" ~. methods see Std. Plate 4002.
. " ~ :. Cone Sect ion deta ils of 4002
~ ,~
r~. .~; do not apply.
,r +- rf' J 4-3/~"
~ · Slope 1 "1ft. I t i' . J
'l_,-~~____ .l:[. 1
.. 0". _lJ
.' . . ~ 8" poured concreto OdSO
or preca sl ba se show n on
Std. PI. 4011 modified
to f it above dts lCJft.
31 A.. Max.
y
4
39-1/2"
~
SECTION B-B
SPECIFICA TION
REFERENCE
ST ANDARD
PLATE
HO.
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
MANHOLE OR CATCH BASIN
DES IGN G and DES IGN H
2506
4006 K
__ 15-1/211 --
6" 'r-
.....- .~
Handling Hook-- .... T'\I
rvar. .
.~!~<:~ .:~.:::: '~:.: ::':' ~.:j
12" C /r":::~"""""
1611 !;~~::': eEoj)O"O -1-112"
-' :." .:, "
.-- I, i
J~;~
APPROXIMATE WEIGHTS:
Cone Section with 27" Opening - 1 350 Ibs .
Cone Section with 2411 Opening - 1400 Ibs,
Alt. Section with 27" Opening - '1900 Ibs,
Alt. Section with 2411 Opening - 2000 Ibs.
.. ~.
Handling Hook
A
211
1611 1
.
...
I
1
,
,~ 511
...
027"
Cable or Bar~, J
(""\ iTOPOfCO
,- '" 'J' '
- . .. . . . . . . ". to . .
~i.=. ':.<':'.,/ ::~".:- :-:...~::..
.r:E ,.\ . ." .' . '. ..' :~. . . .J.,
....:.......~...
HANDLING HOOK Q)
~-- 2-1/21.
t
3"
f
TYPE C
Cone Section
48"
o 2711
REI NFORCI NG:
Single line steel wire fabric having an area
of not less than 0.12 sq. in, per foot of height.
...
+
Cut off flush after installation
311
i~t~'::OW.."\.::.iW
"" " .
":.;.... .~, :..
. ::: '~~~ ,. :.: ,::.:;:
'.~
,', I
~ .
..... ,
, ..':', __I
~~
@ 27 II Opening shall be 24 II
when grate fr.arne '802 or
-804 is.used.
t
CD Atternate design when
tongue and .grove joint
not applicable
TYPE C
, AI temate
4811
Q) Other secured methods for
hand ling are perwn itted..
A-C
SHORT CONES
A...
APPROVED !"v.:.. 2~ !!8~ _
Yp..~~~~..: -
Assistant Division Director
Technica' Services
1/411 Radius (Approx.>
GrOove~ Ls"
~. r
NOTE:
On construction of new'drai"age
structures. the nu.berlof adjust
ing rings used per .annole or
catch basin shall be li.ited to
provide . ..xi.v. thickness of
6- including .ortar th~ckness
(6- rln~ Is not allowed onl~ew
construction).
.....
2 I' @ ....... ....-
24" or 27"
as required
I
(!) Reinforcing:
A single hoop of
8 gage steel wire.
~
-511
I
@ Variable thickness, 2 II min.
to 6" max .
Section A-A
CONC. ADJUSTING RING
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
CONe. SHORT CONE & ADJUSTING RING
(SECTIONAL CONCRETE)
S'EClfICA TIOM
ItIFEIENCE
STANDAltD
'LATE
MO.
2506
4010 G
J
....
1
W.!Ided wire fabric minimum
sectional area steel 0.12 sq. in.
per foot each direction or No.3
reinforcement bars spaced at
b II centers each way
4"- ~
83/4" Min.
Provide two 5/8'1 lifting eyes
(preferably 3) or other secure
metal de\lice for handling is
penn is sable .
4S 1/2" D.
.
j
TOP VIEW
TOP VIEW
-
Precast
concrete base
\' Pte-cast structure barre I
--(\I", 1_ -/",,_ - - ....."_ j Outlet pipe
I ' ,~_I.1_
I . ~-L_3
I 1 , I I
I ;~ . I I
" ~. - . ~ - - - : I :
211 , Cl .1.- "~:<~ ..:....7~..~-1--..,
I 1',....6 ....... .. ".r' .... .. ~ "-_..A
bit t !~7.::..~~t' .~.~ :,'~.:_r::.:~:"-:,.~'::,0'1:' ·
-- .~I... :.':...... ......:.. ."':........ '. ...'. ............
~ 2"
Sloped or \lenical sides are optional
\" Pre-cast structure barrel
_~_ \.__..J' A- ___A-. /
I I "i -11... _
I I rt-''-. -::J
I I IT-I -
II jlll
I I : I I
I ~___ ,1 I
I 1'0. 1.~.,:7:;'0~..:..~.~.,l_1__
I I'..... ...........,:.:.J~:3
" . .' - : . - -' . ...,. --Fr' ~.....,. -
51-it... ..,... .~........... ....
2"J '"
Precast concrete base
Outlet pipe
Slope invert inside
structure to be cast
in field
SECTION A-A
Pennitted where the distance
from the bottom of casting
to the top of base is less
than 4 feet.
SECTION B-B
.J
~ rioVEo1;;/3J.~9J~
~.g)i _~tvj;;;:rL
Director
Mat.ria'" R....rch and S~ndardl
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
SPECIFICATION STANDARD
REFERENCE PLATE
MO.
250b 4011D
PRECAST CONCRETE BASE
..
2' 3"
..
A
,
1/2
L
TOP VIEW
Use 1/4" fillets in all corners.
CL of Structure
2'.3"
..
..
1/2!!.... .-
11841--
7/8~1 -
aCline finished ~3-1/2"
j I II seat.
= J'; :-.~ Ii.
co '
" 1j2-!l. ::: J
r,-. /t'" . 0
o "II: : 41 1 4-1/2"....
.... " '1. f ,,'
, ". · I:' 518" I 1
· _~U_L.________l-_______] ,L~, ,
· J 't -2"
1-3/4" 3~" 112"
~ -518"
.3-3/41~ _ ~_
1'1"
..
..
2' 9-1/2"
\$ECTION A -A I
<D Lug (2 thus) Drill blind hole for
1/211 cap screw. Tap to 3/4" depth.
~ Appl ies to Des ign B or V curb and curb and gutter
See Std. Plate 7111, IItlstallation of Catch
Bas in Castings II for construction requ irements.
~OVEDA~ril19, 1977
y/ ~ (;}------
K)i_~t:;;~
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
a
[112 "
-:.:t:..~ .
F---~-- :- ,_
: L .--4" It.
. I.
II. -- :
t .. I 3' 0.1 R.
. . ~yf-F-- ~
r--" ~! ;. ~
5181" t:__~: ~
'-'1~J _. tl12"
di::=:. ..
2L~ " ,
3 It -: _ ..........2 "
END VIEW
I
~
~
\
\ VIEW A
\ ~'
, /
V'
CASTI'NGS USED
FOR ASSEMBLY
Grate Frame
Grate
Curb Box @
No. 801
No. 810
No. 821 or 831
GRATE FRAME CASTING NO. 801
SPEOFlC. TION
REFERENCE
STANDARD
PLATE
NO.
2506
Director
Mat...~ls, R....rch and Standards
CATCH BASIN FRAME CASTING
4126 E
)E
@ Minimum verticallide dimension to preye~t
foot from slipping off step is 1/2"
Alternate confl9ur~tions n1~Y be ~pproYed to
prevent foot from slippU\9 sideways off ste~.
@ Alternate anchor. conl"J9Ut&tions
may be approved.
<!) Step UN"
@ Step "W"
@ Step spacing 16" c. to c. unless otherwise
noted. Top step aha11 be Step "N" ex.
tending out 3" max. for use as a grab bar,
-
;~~
:0 cF- ~;
..~~
do
-;~)E
,~V
~,
H '.'~:.
-=r 1:. 4" "~>,
~
. .....~.. ,'"
',,~' fij\- , .rlT'. :'~
,. ' '.::J", ~ '..:./ ",
..' . .&...,~ . .. '
~~'-. ~~
r:, . t-j~... ~n
~l""""" : I..
. ,.~ '. . . I
.'" : '.' ::..... '!
,~. . ' .' .. . \
I:';~.:'-:' , ::. .~.: ~:. ': '.~::': :,: ~~ ~ ..'...; I
r---1
TYPICAL STEP "N" **
TYPICAL S I ~P
AUNEMENT@
** Buic dt,. only. final conl"....tion may
vary from theIe drawinga.
TYPICAL STEP 'W' **
Design A DniCJn F (Plate 40(5)*
Dimension (Plate 4000). OeIign J (Plate 4009).
Std. Pl. 4019*" 4020*
Step uN" Step"W" SteD -'N" ~~~D -"N"
a 13-7/8" 13-1/2" 7-7/8" 9"
~ 8-5/8" 12" 8-3/8 " 10"
C 1" I" 1" 1"
0 1-3/4" I" 1-112" 718"
E 1-1/4" 1.3/4" I" 1"
F 5-112" 5"
G 8" 4"
All dimensions are minimums
~: When required in plana
1, Minor variations in the above designs which will not decreaae
strength will be permitted,
2, The Office of Materials En9innrin9 wID maintain a lilting of
approved manhole steps, Currently approved steps are
, aluminum, cast iron and steel reinforced plastic, Selection
of approved step design is the option of the contractor or
supplier,
3. Aluminum steps sh&ll conform to ASTM B26-64A, Alloy AA
514.0. Embedded leg .ctions shall be given I neoprene
prote..::". coating or equivalent for c......lion protection,
Coatings tball be approved by Materials En9innrin9.
4, Except u otherwise noted on this plate, steps shall conform
to the requirements of ASTM C478.
)l)RDVED ~.! ~...!.9~ _.
d,gl ~ It." ~
- A..'- t Divl;; DirKtor
TechniCII Semen
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
S'ECIFICA TIOM ST AMOARD
REfEReNCE PLATE
MO.
2506 4180H
MANHOLE OR CATCH BASIN STEP
,/ C..'J and Gutter
~ 11\ 6~~~l.(. ~ ~
[' ..... .1. ""~ j::::!.... Fl.. .~~~~~.:... .... Jf ........ ....... .' "." .... ,.~
t~ :: .,.:':~ ~ ;; ~~~~': ;)1 {i : ~:t.::. ~. ,::, ~){~ )1:: (~{;, :... '.:,' :. '. :)~ };2i:~~:. ~
4.wal~ ~t~ - Q)- "-~.wa~kJ IUJ"",^.tJ;/ '.
COQtrKtion JoantsY ,:.,.,
"" 8" Pav't,
!
.', ,': !.' ;.::r~:(t ~~~ ~ "-ved Alley
4"waIJ~
Variable Width:
PLAN
~
.' .
.,::;
~ :.: -:-,
4.W.......:: '0:
a> 1/211 PreEonned Jont F iller Material ..
AASHTO M213 (Not re~ ired when curb
and gutter or walk are adjacent to
b itum ilous pay in9 .>
@ 1/2" Expansion Joints at 60' (approx.)
maximum intervals.
'~"', .~,:'J
, ~" "..,
,
,
~ c; ~ ...;
, U to ->
~ t ~ t.
E >
~ I; ";: =
, cQ ex)
, (,J
~ Private Walk
1/4" I / 1/4" per ft. slope t_rd roadW'a~
~~ :::.: '::'~: :',:: :'=-:' :...: : ~.::": ::.:, ';~: /1 :'.: ::: ~":~;~
Prov ide ntermed late jo int at
squared end in sidewalk,.. v-hen
sidewalk Is adjacent to curb
and gutter,
-
t 4"
SECTION THRU WALK
CONCRETE WALK
Same thickness as driveway.
Without sidewalk pave only to end of curb return
when entrance is unsurfaced or construction is
not needed beyond this point. .
With sidewalk pave to back edge of sidewalk.
Paid for as concrete driveway pavement.
^Driv~1 Pavement.,.
V Lentth Varies
Note:
No deduction to be made in
Curb and Gutter for EnllraftCe.
5..10,. des'" ,
15" IU. dlff ..
SECTK>N A-A
@ See Std, Plate 7036 and plans for placement
of pedestrian curb ramp
HALF PLAN PERSPECTIVE
ENQNEER REFERENCE
See Road Design Manual. for geoMetric design
of entrances,
CONTRACTOR REFERENCE
See plans for placement of walk and
di..eftsions for constnJction of driveways.
CURB IET_
Where the maximum aHowable entrance .....
would be exceeded I due to the posit_ .1 1M
existing _Ik, the walk shall be ___ aIlS
replaced I .. the paw.rt ...,.... to ,..md&
the requiftd entrance sl..
~VED.!a.!l"'~J!E7-
~::.)k_1 ~..'/
~ector
Materials, R....rch and Standards
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
CONCRETE WALK &
CURB RETURNS AT ENTRANCES
SPECIFICATION
REFERENCE
2301
2521
2531
STANDARD
PLATE
MO.
7035J
A,
4'0"
... ~
A\
----- -0
<=>
~
y \
3'0"
....
A.J
PLAN VIEW OF RAMP
P.I. P.I.
~ ...!:. At'l'~ ...x. ~ ..!!:.
):,..i/)/ ~:ir;":~"""""""" ..,.... ...... '~:i-::.::.:.::I).<~
, ,
...
3'0"
6" 6"
... ~
P.1.
3'0"
9'0"
...
ELEVAY ION OF RAM'
4' 0" CD
:'.'01.~: "
6" 6"
....- ------
P.1.
3' 0"
- ~
~
...
...
~m 1
Curb and Gutter ,. - - - ,- - - - - - - - - -- - - - - - -~" " 1
\ I ~~tter' . :,. '., It.
I ' 11/4"/ft. or UCl~ -:;:. '.. : '. '. '/>'" .'. ,';
. !....- ,:' ;-:Ip:~.~: .0',:. ~:.",,>:,,~,"'''''::''::,;~'r': ~:":," :. ~ '
t...... '.0." .....:'.~ :..:..':- "~ ,:::' ,:,p'; ,:.,~..,'.'-'"
. ...' . : ',., ~ Conente Walk
,:: .:,~:'
~: : '. .','. ........, .... io;'::::'. '~".'
SECTION A-A
NOTE:
The curb and curb transition on the ramp will be paid for as linear feet of concrete curb or concrete curb and gutter . The ramp area will be paid
for as square feet of concrete walk. Surface treatment will be considered incidental,
G)Surface Treatment - This treatment shall consist of an aggregate surface finish. The aggregate shall meet the requiremer.ts of Spec. 3137 CA-70
;1 modified to 100% passing the 1/2" sieve. Immediately prior to placing the coarse aggregate, the surface shoI1 be coated with an approwd epoxy
1 bonding agent,
In lieu of the above treatment, the contractor at his option after normal concrete finishing, may embed aggregate, meeting the requirements
of Spec. 3137 CA-70 modified to 100% of the material 1/2" to 3/8" in size, in the green concrete. The embedded aCJ9l"egate shall protrude at
least 3/16" above the concrete surface. The exposed aggregate may be lighdy rinsed to wash mortar off of it.
CD 4' 0" dimensions may be increased where feasible, to provide a flatter slope,
APPROVED Q2?...! 9jlQ..
__g{J.__~____
Acting
Assisunt Division Director
Technical Services
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
PEDESTRIAN CURB RAMP
FOR THE HANDICAPPED
SPECI FICA TION
REFERENCE
2521
2531
7036 C
ST ANOARD
PLATE
NO.
~ 2U1~ :g
.,. ::XJ
~!h~" ~
:r" ~
~'~F. ~
en fii' 1 r"
~ g' I I....
-'01 10
~ ::;' r
... ~ t. I~
~ 1 1<>>
~N
n
o
z
~g
.
...
6_
~n
~C
0'.
..-
i..
~Z
lit"
;0
Sc
~
.
.
..
..
I
1-1/211 R.
(Use 111 R. for 4" curb)
o
m
"V
)>
::XJ
~~
m)>
z~
....m
00
~~
-4!C
::XJ-
)>z
ZZ
.'"
o~
::XJ-4
-4)>
~
6
Z
I!fi.. -.(
.....,..
....:... ",
iJr;~!:2I~
DESIGN V
REVERSE SLOPE GUTTER SECTION SECTION WHEN ADJACENT TO BASE
(Forms may be tdted) DESIGN.
All curb slope measurements are In
relation to adjacent gutter slope
<D L2KT or L2KTB Joint when adJacenllo rigid pavlt. or base \(
See Std. Plates 1140 & 1141 for keyway and joint. f\;
~'t
w= U" W = 18- W =, 24- W = ~
D..E.SIOIIS z CCIICRETE3I CCIICIETE 5 CONCRETE, z CCIIC_ETE z.
!l! 0 Cu. Vdl. Un. Ft. I! 0 Cu. Vdl. Un. Ft. _ ci Cu. Vdl. Un. Ft. !2 0 Cu. Vd.. Un. Ft. !2 0
H A B III :z Per Per::: :z Per Per::: :z Per . Per ::l z Per ... ::l z Per
oLin. Ft. ~u. Yd. Q LIn. Ft. Cu. Yd. Q Un. Ft. Cu. Yd. D L;a. Ft! CM..:lL . Q Lto....f
4 7-)/8" 11-~" ~12 0.0421 23.1 1418 0,,0529 11.9 IKZ4 0.0637 15.7 8430 0.0745 1,).4 1IY6 O.Om
6 8.... ij.-. 12 0.0474 21. 1618 0.0512 17 .2 16~4 0.06D 1~.5 8630 0.079. 12.5 .." 0.0906
8 ~5/8n 1H/2" 8812 0.0529 18.9 .18 0..,7 15.7 1824 0.0745 13.4 1830 ~::m 1LJ IlUi. 0.09
9 '" l~" 8912 0.0559 l,.1,." "18 9.0667 1'.0..m4 0.0775 12.9 roO 11..3 B9~6
10 9-3/8" 17-5/8" Illm 0.0589 11.U ra8 0.0697 14.4 8IlI24 0.0805 12.4 lIMBO 0.0913 11.0 BUB6 0.1021
-
lit
,.."
mm
N ;: ~ DIME. SIGNS I
~ ~- .
t..v m~ 0
~ z... H A B :z
~~ 0
,gg 4 HN- V412
" M C1 ~ 6 )- _ __ ~ V6J.~
.... ...~ c; c; 8 ~ 1~:J/ll- Vlnl
o ~ 51 Z Z 9 · 1....3/8.. V912
o mt < aD 10 17-3/8" VlCB2
." 0
w = 12" W :It U- W = 24. W a 30" W = 16- -
. COIICltETE .!I. COIlCltETE COIICltETE. z C_IETE, COlICltETE!
Cu. Vdl. Lift. Ft. II 0 Cu. Vdl. Un. Ft. 10 Cu. Vds. UoI. Ft. !2 0 Cu. V.. Un..Ft. 10 Cu. Yd.. Un. Ft.l
Per Per · PW AIr:: z Per Pw '" Z Pw Per :: .,... Per!
Un. Ft. Cu. Vd..1 Lift. Ft. Cu. V.. a Un. Ft. Cu. V.. I LIL..fL Cu. Vd, a l..lll..ft... Cu I
OJJ1D 2S.3'~ 1,.f Y424 0.0612 16.4 V410 o:lr1zo 13.Y Y4.16. o:ft2I
0.04-.U ~ 11.7 V6Z4 0.0642 15.' v6JlI D.0750 13.4 v6J6 0.0151
u.u.5; Veil o.o,.~ 11.7 YIZ4 0.0673 14.9 VaGa.01.1 12.1 VU6 0.0189
0.0472 21'Iii8 o.om 17.. 114 O'D" 14.5 Y9~.079' 12.6 Rl' 0.0904
0.0487 20.5 I 0.0 5 16.1 4 O. 0' 14.2 VIm .0111 12.4 4>> 0.0919
--- ,- --
-
"'-
PERSPECTIVE
... .... ... .. [Curb alfll Gutter
i~\t:~~~~R _ .;#i.i\.;" 1-'
.....!'~...'....,... ~ ....:':.i..:....,..."
."" \ .. . ."'3<':. .
_____~ I
.. '--___J
6"-/
NOTE:
This detail applies to 18.
and 24" Gutter width only
CL Structure
PLAN
Distance as shown in . l' 1-1/2" A - Curb Wlclth
Plans to 'L of strUctUre .... .. c ..
o 20' ~...,.".,.)
. i ,:,:::,{,:':i~
.!..--Tl ,....:.:::.JJ!:::' ~,. ':~.~_. . .... ." ~:;~~~~)f:~
... J___ '.' ..,' ....:..~'~:-:".-:,-""~,. ,I......
,J___: :- ' .. . ,,,,'~4.;.-,:....' :'.: :,t::'t"i: :.':J.. ;',:::,
r 1-1---- ~~ .I:-'~:.......p".::-.:,I'l',:t.,;.~:.I'.:~'I.:.:'...~
I I I :,I,l\~: :::..::::::.~~:.i..'?:::r-:':":~.:~'{:Ir:':6::':....
I L...L ,1'.' .~.....,.,.. .(...II.lt....'I.,.:.'
I - '" " ...." ".."". .: .. ".: '~.t:! i~;.:r, ;:''("M---- Se
i "....."..... ,...." "'...- It
~,....."...'" -. ~
I I.... 1 . I
\..;; 21 3" ~ I
_~J LJ ~
v
StNeture
END VIEW
Spec. Ref., ~531
.
APPROVED Oct. 1, 1966
UJ, I, ~~
ASSISTANT COMMISSIONER
ENGINEERING STAHOARDS
STATE OF MI...MESOTA
DEPARTMENT OF HIGHWAYS
CURl AND GUTTER
CONSTRUCTION AT CATCH BASIN
ST AMDARD
PLATE
NO.
71101
.
FROM BRAUN E~HLE.P. ~OG OF BORIN1(J')07.2a. ';3:::
11: 14
BKi'I UlJE :2
!HQINI!I!!".Na TESTltlIG
P~OJECT: 88-398 SOIL BORINGS BuRING: ST-1
Pl easant Street Improvement: LOCATION:
Prior La,ka, MN.
Elev,
96.3
92.3
Depth
o
~
~
"0 88.3 8
.5
E
oS
~ 86 . 3 1 0
a
j
"0
c::
a:s
.~
!
~ 80.. 8 1 5 .. 5
.E
j
c=
Ci:
-e
ftS
~
m
CiS
-0
c:
l'O
't:
8-
~
a:
~
C\)
~
See Attached Sketch.
DATE: 7 -5-88 I SCALE:
Tests or
ASTM
D248i Description of Materials
Symbol (ASTM D2488)
SP-SM FILL: POORLY GRADED SAND with
SiLT, with a trace of Wood pieces,
brown, moist.
BPF WL
17
4
SC-SM FIll: SILTY CLAYEY SAND. fine
to medium-grained, grayish- ~
brown, moist.
120
CL/SC FILL: LEAN CLAY and CLAYEY SAND,
with a trace of Blacktop, brown ~
I
SP-SM POORLY GRADED SAND with SILT, 112
fine to medium to coarse-grained,
light brown, moist, medium dense.
(61 acialOutwash) .2.2...
15
END OF BORING.
Water level not encountered with
14.5' of hollow-stem auger in the
ground.
Water level not encountered to
cave-in depth of 7' immediately
after withdrawal of auger.
Boring i"~ediately baCkfi'1~d.
1" · 4 I
,
Notes
BENCH MARK: Inter-
section of Main Avenue
and Pleasant Street.
Assigned elevation;
1 00 . 0 1 .
*mott1ed with black.
wet.
FROM BR~UN EN'3.E.F"LOG OF BORIN'~')07,2(l, ':38
1;;: 15
· PROJ ECT: 88-398 SO II. BORINGS
Pleasant Street Improvements
Pt'ior Lake, MN.
Elev.
qu
91.2
-
~ 86 .2
~
c::;
Os
'-
S
~
i
G
~
"C
C
ca
c:
,2
1;
:s
(8
:>
CD
.2
j
oS
Q.
"E 74.2
~
c::;
'"
CiS
"0
e
a;l
1::
Q
c..
~
a::
Q;
Q;
~ _68.2
65.2 28
ASTM
Depth D2487
0 Sym bol
SM
2
SC-$M
7
Cl
19
sc
25
CL
a'MOO' 3
IiHGINiiRING T~snNC
BORING: ST-2
L.OCA TION:
See Attached Sketch.
~ DATE: 7-5-88 I SCALE: 1" = 4'
Tests or Notes
Description of t,,1aterials 8PF WL
(ASTM D24"88)
FILL: 1" medium GRAVEL over-
lying SILTY SAND, fine to medium. I
ar~1n~rl hrnwn mnict_ .
FILL: SIL TY CLAYEY SAND, fi ne 20 I
to medium-grained, with a trace
of Blacktop, brown to gray,
moist.
18
FILL: SANDY LEAN CLAY, with a 111
trace of Wood, gray to greenish-
gray and brown, wet.
11
10
11
CLAYEY SAND, fine to medium to
coarse-grianed, black, wet, 9
loose.
(Toosoi1)
o
SANDY LEAN CLAY, with a trace of ,~
fine Grave', brown and gray, wet.
medium dense.
19
SP-SM POORLY GRADED SAND, fine and
fine to medium-grained, with
lenses of SILTY SAND, brown, *
62.7 30.5
.
14
END OF BORING.
Water 1ev@1 down 28' w~th 29.5'**
.wet, medium dense.
(Glacial Outwash)
3
**ef hollow-stem auger
in the ground.
8
Water level net enCOJn-
tered to cave-in depth
of 6' immediate1y after
withdrawal of auger.
Boring immediately
backfilled.
F R I) MeR A U ~l E H 13, E . P . LOG 0 F B 0 R I N ~c, :. 0 7 . :: o. ' :~:~
..
I
I.-
't',,',;
12=15
~unE' 4
I!NCINEER'NG TRST1NC
PROJECT: 88-398 SO IL BORINGS
Pleasant Street Improvements
Prior Lake, MN.
BORING: 51-3
L.OCA T10N:
See Attached Sketch.
Elev.
98..3
ASTM
D2487
Symbol
SM
Depth
o
i
g
j 89 .3
Q)
:>
a
'5
!
~
'"0
c:
co
,~
~
~ 82",8
cg
~
J
co
c:
i
"'"
c:
.!
en
"0
c:
=
1::
o
Co
<S)
a:
~
-
9
DATE: 7-6-88
Description ~f Materials
, (ASTM 02488)
FILL: SILTY SAND, fine to
medium-grained, with some fine
to medium Gravel! with chunks
of Concrete and Wood, with lenses
of SILTY CLAYEY SAND, brown to
light brown, moist.
8PF WL
I
I
I
21
8
13
SP-SM POORLY GRADED SAND with SILT,
fine to medium to coarse-grained,.2!L
light brown, moist, medium dense.
19
15.5 13
END OF BORING.
Water 1eve1 not encountered with
14.5' of hollow-stem auger ;n the
ground.
Water level not encountered to
cave-in depth of 7' immediately
after withdrawa1 of auger.
Bering immediately backfi1led.
I SCALE:
1" - III
. ~ ""'!
""II
Tests
or
Notes
.; l..iEC' )~37. '::0. ':~::: 12: 16
NCI.~ BRIIUn-r
IHQINEl!MNG 1'E111NG
FROM BR~UH EHG.E.P.MH
-
.
~
t.IO
0
....
g
..-4
e
""".'\ 4J
I W
Q)
>
~
~
Q.
't"'l
~
(,)
en
4)
'C
"0
c::
<<S
=
Q
of"4
~
~
:J
.-i
aJ
>
C>>
~
0
~
fA
4J
.u
te
~
~
"'0
w
CO
~
c::
aJ
w
en
"0
c:
~
..,
~
Q
Q.
Q)
~
C>>
IU
rn
~
LOG
OF
BORINGS
PROJECT:
DA T E:
SCALE:
7-5-88
88-398 SOIL BORINGS
Pleasant Street Improv.ements
Prior Lake, MN.
1" :: 4'
BORING: B-1 LOCATION: BORING: LOCATION:
I SURF. ELEV: See Attached Sketch. SURF. ELEV:
95.0'
~ ~~ .~ U 4&} u-,;42~OI17'''' -W..h O-pt' I De.crlpA~tioMni Do'l4~~ }ter',ols . ~ 'f,
Depth' OesCrlpfl0n ~t ~eriQls -;.b .. hf .,. l n if N'd' D24~7 WL
SILTY SAND and SILTY SM/
CLAYEY SAND, b~own, SC-SM
moist.
5
END OF BORING.
Water level not encoun-
tered when probing borin~
immediately after with-
drawal of auger.
Boring immediately back-
fi 1 1 ed.