HomeMy WebLinkAboutWTR2700422(5) W-422 SPRINGBROOK SPRINGS UPGRADING PROJECT WTR-9 l+
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CONTRACT DOCUMENTS
• FOR THE CONSTRUCMON OF THE
•
SPRINGBROOK SPRINGS
IMPROVEMENTS
•
CITY OF RENTON
WASHINGTON
For inlurmahon rpardmB thn OrOWI contact
ARTHUR L. STORM CHu m1
BELLEVUE, WASHINGaTON L�r ,� DECEMBER 1975
453-5000
FlwuRdt.d a -a-7b
FAow"Ra %C. W k*4 f
mAAimeAoAAY, V>4 •
ADDENDUM NO. 1
to the
CONTRACT DOCUMENTS
for the construction of
SPRINGBRCOK SPRINGS
IMPROVEMENTS
To All Planholders 16 January 1976
Gentlemen: 509554.A1
The following changes, additions, and/or deletions are hereby
made a part of the Contract Doc.iments for the construction of
the Springbrook Springs Improvements, City of Renton, Washington,
da ed December 1975, as fully and completely as if the same
were fully set forth therein:
• 1 . PROPOSAL
Page 6, item Additional Manhole Depth. Change quantity
"22" to "26".
2. SPECIFICATIONS, PAGE 1A 6
• First paragraph under STREAM PROTECTION. Revise to read
as follows:
"The Springbrook Trout Farm is located downstream from the
project, on the west side of Talbot Road. Any pollution of
• the Springbrook stream may cause damage to the Trout Farm
and/or other noncity-owned properties. The Contractor shall
take ali precautions necessary to prevent such pollution
as a result of his work. If, at any time, silting or other
pollution of the stream noes occur as a result of .he
Contractor's operations, the Contractor shall immediately
• notify, orally and in Writing, with a copy to the City
of Renton, the Trout Farm or other property owners involved
by reason of such sil.ting or other pollutia so that they
can take steps to minimize the damages which could occur."
After the fourth paragraph under STREAK"! PROTECTION, add
• the following paragraph:
"If any damage occurs by reason of pollution or silting
at the Trout Farm and/or other noncity-owned properties,
or by reason of the Contractor's failure to comply with the
other contractual commitments of this section (STREAM
• PROTECTION) , the Contractor shall bear all responsibility
•
• for same and shall assume all liability and costs there-
for, and, in addition thereto, hold the City of Renton
harmless from any and all 1:_ability relating thereto."
3. SPECIFICATIONS, PAGE 2A 2
• Under SALVAGE CF MATERIALS, delete salvage item "1 . E. st-
ing 20-inch gate valve and air-vacuum valve on the aban-
doned 20-inch welded steel waterline."
4. SPECIFICATIONS, PAGE 2B 4
•
After first paragraph ands- REMOVAL OF WATER, add the
following paragraph:
"Within the infi._ration galleries, the maximum depth
of any dewatering system sb.all be limited to 2 feet
• lower than the bottom of the excavation for media
placement."
5. SPECIFICATIONS, PAGE 2D 1
Under CRUSHED GRAVEL FOR P%CKFILL UNDER BASE, revise
• "containing fines for compaction." to "containing
sufficient fines for compaction."
6. SPECIFICATIONS, PAGE 2D 3 and 2D 4
Under MANHOLE INVERT, revise paragraph to read "Construct
• manhole inverts in conformance with the Plans and Stand-
ard Manhole Details. Remove all sharp edges or rough
sections w`.ich tend to obstruct flow. Cover exposed
edges of pipe completely with mortar, and trowel all
mortar surfaces smooth.
• 7. SPECIFICATIONS, PAGE 15B 12
Below the last paragraph, delete "Specs. 15B"
9
R. STANDARD MANHOLE DETAILS
Delete the 2-page STANDARD MANHOLE DETAILS and insert
the STANDARD MANHOLE DETAILS appended to this addendum.
9. PLANS, SHEET 1
• Under GENERAL. PIPING NOTES, delete notes 3 and 4.
' 10. PLANS, SHEET 2
In the easterly corner of the new pond bottom, delete
the "grass" symbol below elevation 187.0. (No grass
is to be seeded below the normal waterline elevation
of 187.0) .
11. PLANS, SHEET 3
In the MAIN INFILTRATION GALLERY PLAN, revise the callout
"Remove exst. cone. outlet box and install new 4' dig. . . .
See std. M.N. details." to read "Remove exst. cone. outlet
box and install new 4' dia. M.N. with M.H. inv. 12" lower
than inv. of exst. W.S. casing. Inv. of collector pipe
out of M.H. shall equal inv. of exst. W.S. casing, unless
otherwise directed ,by Engineer. (Typical 4 places) see
std. N.H. details."
The leader from this callout should point to any one of the
four existirg outlet boxes at the outlet end of the exist-
ing welded steel horizontal casings, where the new manholes
are to be constructed.
All bidders shall acknowledge receipt and acceptance of this
• Addendum No. 1 by signing in the space provided and submitting
the signed Addendum wit:, the bid. Bids submitted without this
Addendum will be considered informal.
Sincerely,
CH2M HILL, Inc.
0z&,,,, -/ hl,., ,
Arthur L. Storbo
Receipt acknowledged and Appended hereto >nd part of
conditions agreed to this Addendum No. 1 is:
day19 74 Revised "Standard Manhole
Details"
• Bidders rr, ----
By
STANDARD MANHOLE DETAILS
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TYPICAL MANHOLE
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CITY OF PENT^N
w ASHINGTON
CONTRACT DOCUMENTS
for the conatructtoa Of the
SPPINGBROOK SPRINGS IMPROVEMENTS
•«e
Conetetln9 of:
BIDDING PEOUIPEHFeTS
CITY OF PENTON FORMS
CONTRACT FORMS
. CONDITIONS OF THE CONTRACT
SPECIFICATIONS
PLANS
•aa
CH7M HILL, INC.
Seattle H09ional Ottice
Bellevue, waAhinOton
December 1415
Project No, 509551,A1 COPY N0,
1
CONTENTS
PART I - RIDLItiG i::.v IFS ME:iTti
CALL FOP BIDS 1
•INSTRUCTIONS TO BIDDERS (Waahlh9ton) 1- T
PROPOSAL 1. 9
•AFFIDAVIT OF WAGES PAID I
PART 2 - CITY OF PENTON FDPMS
.... .. ...... .....
SUMMARY OF FAIR PRACTICES POLICY 1- 9
..CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR,
AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY 1
••CERTIFICATION OF BIDDERS AFFTP14ATIVE ACTION PLAN 1
••NON.COLLUSION AFFIDAVIT 1
••MINIMUM WAGE AFFIDAVIT FORM 1
•*BID BOND FORM )
PART I - CONTRACT FORMS
CONTRACT 1- 2
.PERFORMANCE AND PAYMENT BOND (Washington) 1- 3
PART A CON..........ITIONS OF THE CONTRACT
.GENERAL CONDITIONS (Washington) 1-27
SUPPLEMENTARY CONDITIONS I- S
PART S . SPECIFICATIONS
FohernrE I
DIVISION 1 - GENERAL REQUIREMENTS
:A, General Requirements 1' 6
••These l
e•TnaAe DoCu DocuaentA Hutt Be executed Dr1oT to submittal of olg,
1
i
•
•
• PART 1
BIDDING K IREMENTS
•
CITY OF PFNTON
CALL FnP RIDS
• Sealed bids will be received until 2luo P,m., wednesddy, January 21, 1976 at
the Office Of the City Clerk and Publicly read aloud A- 210n p.m.. same day,
in the Fourth Floor Canter ence Aenm located At the Renton munlelpal hulidin9,
200 4111 Avenue Shute, far Construction of the Springbroolt Springs
Improvements.
• The work contemplated consists of replacement of the collector piping and
gravel media In the existing lntlltratlon galleries, construction of
4pProxlmat0IV bHO linear feet of 12•Inch and 20.lnch ductile iron pipeline
and Accessories, reCOnAtructldn of an existing pond for impounding storm
water, miscellaneous concrete work and storm drain improvements, gravel road
Surf Arinq and grass se Fling,
• Rid proposals delivered In person will be recelve•t only at the office of the
Cltv Clerk in the Penton wunlCIDAI Building.
Rids tPCOIVed after the time fixed for oreninq will not be considered,
Plans and SPeCif ICAllan% may be Obtained from the Otflce of the public works
Director In the mUnictr Al Rulldinq. A dePdslt Of $25.00 t_r each set plus
• %7,50 t0 cover Postage it mailed will be requited. The mailing charge will
not be refunded. The deposit will he forfeited, unless plans and
SPeciticatiOns are returned in good condition 10 days after date Of bid
opening,
A certified CbeCK Or bit bond In the amount at 9 percent of the total amount
• of the bid must accompany each bid.
Washington State Sales Tax %hall be separate and not Included in bid Items.
The City reserves the right to reject any and/Or all bids And to waive any
and/or all Informalities In bidding,
• The City of Penton hereby notifies All bidders that InorltV business
enterprises w111 be afforded lull opportunity to submit bids in response to
this invitation end Will not be dlscrlminated Against On the grounds of r..ce,
color. Or national Origin 1n consider Ation for An award.
Rids will be Considered invalid if the required •Certifiratlon at Kidder's
AftirmAtiVe Action P1An" hAs not Dean exertlted,
•
The Policy of the City of ""'ton is to PTOmOte and afford equal treatment And
service to all cltltens and assure equal employment OPPort Unity based on
Ability and fitness to all nersOns regardless of race, creed, color, national
Origin. sex, rrVsICA1 handlcAP% or age, This Policy snail Apply to every
aspect of employment practices, emplOVee treatment and public contact,
• This Project Is supported by A grAnt Of funds by the Department of Social and
Health Services Undet the Provisions of Peferendum 27, d part of the
Washington yuture Program.
.............................
Delores A. mead. City Clerk
•
Pates Of puellcal ions
Pecord Chronicle . JAnuary 7th And lath, 197h
Daily JOurnAI of rommerce . Jdmlary 9th and thin, 1976
Call -1-
•
•
IN-'TRUCTIONS TO BIDDERS
•
PAGE
C O N T E N T S
•
FORMAT . . . . . . . . . . . . . . . . . . . . 2
SPECIFICATION LANGUAGE . . . . . . . . . . . . . . . . 2
GENERAL DESCRIPTION OF THE PROJECT . . . . . . . . . . 2
• DOCUMENT INTERPRETATION . . . . . . . . . . . . . . . 2
PLANS . . . . . . . . . . . . . . . . . . . . . . . . 2
TYPE OF PROPOSAL . . . . . . . . . . . . . . . . . . . 3
PREPARATION OF PROPOSALS . . . . . . . . . . . . . . . 3
• STATE AND LOCAL SALES AND USE TAXES . . . . . . . . . A
SUBMISSION OF PROPOSALS . . . . . . . . . . . . . . . A
TELEGRAPHIC OR WRITTEN MODIFICATION OF PROPOSAL . . .
WITHDRAWAL OF PROPOSAL . . . . . . . . . . . . . . A
BIDSECURITY . . . . . . . . . . . . . . . . . . . . . 5
• RETURN OF 510 SECURITY . . . . . . . . . . . . . . . . S
BIDDER'S UNDERSTANDING . . . . . . . . . . . . . . . . 5
AWARD OF CONTRACT . . . . . . . . . . . . . . . . . . 6
BASIS OF AWARD . . . . . . . . . . . . . . . . . P
EXECUTION OF CONTRACT . . . . . . . . . . . . . . . . 6
PERFORMANCE AND PAYMENT BOND . . . . . . . . . . . . T
FAILURE TO EXECUTE CONTRACT AND FURNISH BOND . . . . . T
TIME OF COMPLETION . . . . . . . . . . . . . . . . . . T
REGISTRATION REQUIREMENTS FOR CONTRACTORS . . . . . . 1
•
S-9-74
•
WA. INSTR.
•
114SIAUCIIONS TO b1UULRS
. .......................
FORMAT,
THESE CONIPACT UOCUMENTS ARE, ASSLMBLLU, ARRANWED, AND TITLED UENERALLI IN
• CONFORMANCE WITH THE 16'01VISION fOkMAT SUGGESTEO BY THE CONSTRUCTIUN
SPECIFICATIONS INSTITUTE ICS11. MINOR VARIATIONS TO THE CSi FORMAT MAY
BE USED HLNEIN TO SUIT UWNER REWUIRLMENTS OR TO bITTLN AUAPI )HE
DOCUMENTS 10 PARTICULAR TYPES OF PROJLCTS.
PORTIONS OF THLSC CONTRACT DOCUMENTS MAY CONTAIN STANUARO PREPRI YEJ
• MATERIAL. THE BIUULR'S ATTENTION IS CALLEU TU THE 'SUP✓LEMENTAHI
CONDITIONS' WHICH MAY MOUIFY ANU ADO TO TML PRLPNINTEU MATERIAL CONTAIvEU
HEREIN.
SPELIFICAIION LANGU46L.
• 'COMMAND' TYPE SEM NOES ARL OSLO IN 114L CONTRACT DOCUMENTS, THESE REFER
TO AND ARL OIRLCTEU TO THE CONTRACIUR.
GINLRAL DLSCRIPTIUN OF TML PROJECT.
...................................
4 GENERAL UES00110N OF THE WORN TO bL DUNE IS CONTAINED 1N THE
• •INVITATIUN TO bra', THE SCOPE IS 1NUICATEO ON THE 1CCOMPANYINO PLANS
AND SPECIFIEU IN A✓PLICAHIE PARTS OF THESE CONTRACT UUCUMENT4.
DOCUMENT INTERPRETATION.
• THE CONTRACT UUCUMLNiS UNDER WHICH It IS PROPOSED TO EXECUTE THE WORN
CONSIST OF TML PLANS ANU ALL MATERIAL BUONO HLREWITH. THESE CONTRACT
DOCUMENTS ARE 1NILNUEU 10 NE MUIUALLY CUOPLRAIIVE ANU 10 PROVIOL ALL
DETAILS RLASONAHLY NEWUIRLO FOR THE LXLCullUN OF IHE PROPOSED WORN. ANY
PERSON CONTEMPLATING THE SBBMISSEUN OF A PROPOSAL SHALL HAVE IHOkOUGHLI
EXAMINED ALL OF THL VARIOUS PARTS OF THESL OOLUMENTS. ANO SHOULD THERE. BE
ANY UO401 AS 10 THL PLANING OR INYLI,T OF SAID CONTRACT DOCUMENTS, THE
BEDUER SHUOLU HLWULSY OF THE LNGINELR. IN WRITING TAT LEAST SIX WORNIryW
DAYS PRIOR TO HIU OPENING), AN 1NTENPRLTAIION THEREOF. ANY
INTERPRETATION OR CHANGE IN SAID CONTRACT DOCUMENTS WILL BE MAOE ONLY IN
WRITING. IN THL FORM OF ►DDENUA TO THE UOCUMENTS AND WILL bE FURNISHED 10
ALL BIUDEKN RLCEIVING A SET OF 111L DOCUMENTS. WHO SHALL SUHMIT, OR
INDICATE hECEIPI OF, ALL AUUENDA WITH THEIR PROPOSALS. THL OWNEh WILL
NOT HL RESPGNSIHLL FON ANY OTHER LXPLANATION OR INTEHPMLIATIONS OF SFIU
• DOCUMENTS.
PLANS.
WHENL THE PLANS ARL RLOUCLU IN 614E FROh THE UNIGINAL TRACINGS, THE
AMOUNT OF REDUCTION IS INDICATEU by A NOTE ON THE PLANS, FULL-SCALE
• PRINTS OF kLOUCEU PLANS MAY bL UBIAINEU Al IHL OF/ ICL OF THE LNOINEER FON
THE COST OF RLPNUUULTION.
WA. It+Sih.
•
ANT PROPOSAL SHALL tlE DEEMED INFORMAL WHICH CONTAINS OMISSIONS, LMASURLS.
ALTLRATIONS. OR AUDITIONS OF ANY FIND. ON PRICES UNCALLED FOR, OR IN
• WHICH ANY OF THE PRICES ARE UNVIUUSLT UNBALANCED. OR WHIC✓ FV1 TA1j ONN ANY NILR
SHALL FAIL 10 CONFORM lU THE CONDITIONS OF THL PUBLISHED
MID'.
THE OIUDEN SHALL STUN HIS PROPOSAL 1N THE BLANK SPACE PROVIDED 1HERLFUR.
IF bIDUFR IN A CORPORATION, THE LEGAL NAML Of THE CORPORATION SHALL BE
SET FORTH ABOVE. TOGLTHER WITH THE SIGNATURE Of THE OFFICER ON OFFICERS
• ■UTHORIZEU TO SIGN CONTRACTS ON BLHALF OF THE CONPORATION. IF BIDUEA IS
A COPAWTNLRSNIP. THE TRUE NAME OF THL FIRM SHALL 6E SET FORIN ABOVE.
TOGS^ " WITH THE Sj GT•ATURE Of 14L PARTNER OR PAR•NEMS AUIHORIZEL TO SIGN
CONTRACTS IN dEHALF OF JAL COPARTNERSHIP. IF SIGNATVML IS dT AN AGEIA.
OTHER THAN AT, OFFICER Cf A CORPORATION OR A MEMBER OF A PARTNERSh IP. A
POWLR-CF.ATTORNET MUST BE ON FILE WITH THE OW,.LR PRIOR TO OPE.ING OF
• PROPOSALS OR SUBMITTEU WITH THE PAOf CSAL. OTHLNWISE IHL PROPOSAL WILL dL
REGARDED AS NUT PRUPEMLT AUTHORIZED.
STATE AND LOCAL SALES AND USE TAXES,
STATL AND LCCAL SALES AI.D USE TAXLS, AS RLOUjREU BY THE LAWS AND STATUIES
• OF THE STATE MNU {Ts POLITICAL SOHOIVIb1O,.S. SHALL NE PAID UT THE
CON.RACTOW. AND SHALL BE Sf PARAIELY SHOWN 1N THE PROPOSAL IN THE SPACE
PROVIOLD.
SUBMISSION Of PROPOSALS-
........................
• ALL PROPOSALS MUST BE SUBMITTED NOT LATER THAN THE TIME PRESCRIBED, Al
THE PLACE ANU IN THE MANNER SLY FORTH 1N THE -INVITATION TO BID-.
PROPOSALS MUST BE MADE ON THE PNLSCHIBEII PROPOSAL FORMS, BOLNO HEREWITH,
AND SUBMITTED INTACT WITH THE CONIRArt UOCUMEHTS. EACH PROPOSAL MUST OE
SUBMITTED IN A SEALED ENVLLOPL- SO FARMED AS 10 INDICATE 116 CONTENTS
WITHOUT BEING OPENED, AND ADDRESSED IN CONFORMANCE WITH THE INSTRUCTIONS
• 1N THE -INVITATION TO 910'. THE BIUDEN 15 WHOLLY RESPONSIBLE TO SEE THAI
HIS PROPOSAL 1S SUBMITTED AT THE 1TME AND PLALL NAMEU FOR THE OPENING OF
BIDS.
TELEGRAPHIC OR WRITTEN MODIFICATION OF PROPOSAL.
• ANY BIUOEH MAY MOUIFY HIS BlD BT TELEGRAPHIC ON WRITTEN COMMUNICATION AT
ANY TIME PRIOR TO THE SCHLOULLU CLOSING TIME PON RECEIPT OF BIDS,
PROVIDED SUCH COMMU141LATION IS RELEIVEU UY THE OWNER PRIOR YO THE CLUaING
TIME. YHL IELLGPAPHIC OR WRITTEN COMMUNICATION SHOULD NEI REVEAL. TAT 610
PAILE IiUT ShOULO STATL THL AUUIIIUN OR SUBIRACTION ON OTHER MODIFICATION
SO THAT THE FINAL PRICES OR TERMS WILL NOT PI MNOWN BY THE DWt.ER UNTIL
THE SEALEU BID IS OPI.NEU.
• WITHDRAWAL OF PROPOSAL.
ANY PROPOSAL MAY BE WITHDRAWN PRIOR TO THE SCHLUULEU TIME FOR TNL OPLd1NG
OF PROPOSMLS WHEN BY TELEGRAPHIC ON WRITYEN MLOUEST, OR IN PERSON. NO
PROPOSAL MAY bE WITHDRAWN AFTER THE 11ME SLMLWULEU FOR VPENINW OF
• PROPOSALS. UNLESS THE TIME SPLCIPIEU IN PARAURAFH -AWARO OF CVNTR.ACT' OF
THIS U+STMU(TIONS TU UIOULRS SHALL HAVE LLAPSLU.
WA. INSIR.
• R
•
LOOS Of TEST UORINVS ON TOPOGRAPHIC MAPS SHOW/NG A RECORD OF THE DATA
OBTaINED PY IRE UwINLER`S INVESTlGAT1UNS Of SURFACE AND SUBSURFACE
• CONDITIONS THAT ARE MAUL AVAILABLL UN BOUND HLMEWITH SHALL NOT GE
CONSIOLPEW A PART OF IRE CONTRACT DOCUMENTS. SAID LOG NE'MLSENTING ON61
THE OPINIU' OF THL LN61NEEP S TO THE CHANACTLR OF THE MATLRIALS
ENCUUNIERLU UY HIM IN HIS INVLSIXGATiONS AND IS PMOVIOLD ONLY FOR THE
CONVENIENCE OF THE UIUDLRS.
INFORMATION Dtkl VLU FNCM INSPECTION OF LUGS OF TEST BOMINbS. LF
• TOPOGRAPHIC MAPS. ON FROM PLANS SMOWING LOCATION OF UTILITIES AND
STRUCTURES WILL NOT IN ANY WAY BELIEVE THE COSIRACTOk FROM ANY RISK, UK
FROM PNOPLKLI EXAMINING THE SITE ANU MAK1NT, SUCH ADDITIONAL
INVESTIGATIONS AS HE PAY ELECT, ON FROM PNOPLRLY FULFILLING ALL THE TLRMS
OF THE COgTPALY DOCUMENTS.
EACH BIDDt" SHALL INFORM HIMSLLF JF . ANU THE UIUULR AWARDED A CONTRACT
• SHALL COMPLY WITH, FEDERAL, STATE, AND LOCAL LAWS, STATUTES. AND
ORUINANCL', hLLAIIVL 1V THE EXECUTION OF THE WORK. THIS NEUUIWEMLNT
INCLUDES. HUT 1S NUT LEK1TEI. TO. AFPLILABLL REGULATIONS CONCERNING
EMPLOYMENT OF LABOR, PROYECF10fi OF PUBLIC AND EMPLOYEE SAFETY AND HEALTH,
ENVIRONMENTAL PROTECTION, THE PKJIECTIJN OF NATURAL RESOURCES, FIRE
PROTECTION. RUNNING ANC NONBURNINb BEUUIREMENIS. PERMITS, FCES. AUO
• SIMILAR SURJLCTS.
AWAKU OF CONTRACT,
..................
WITHIN 45 CALLNUAH DAIS AFTER THL OPLNING OF PROPOSALS. UNLESS OTHERWISE
STATED TN THE •INVIJAT10N TO RIU• 00 .SUPPLEMLNTAHY CONDITIONS- OF THESE
• DUCUMENTS. THE OWNER WILL ACCEPT ONE OF THE PROPOSALS OR WILL ACT IN
ACCORDANCE WIT" ,BASIS OF AWARD'- BLLCW, THE ACCEPTANCE OF THE PROPOSAL
WILL ME BY WRITTEN NOTICE, MA1LLO ON DELIVERED TO THE OFFICE UESIGNATEU
IN THE PROPOSAL, IN THE EVENT OF PAILUKE OF THE LOWEST RESPONSIBLE
OIDUEM TO SIGN AND RETURN THE CONTRACT WITH ACCEPTABLE ,PLRFONMANCE AIU
PAYMENT BUNCO AS PNESCRIBLD HEREIN. YHL OWNER MAY AWARD THE. CONTRACT TO
THE NEAT LOWEST RLbPONSIBLl BIDDER. SUCH AWARD, IF MADE, WILL BE MADE
• WITHIN AO DAYS AFTLK THE UPLNING OF PROPOSALS.
BASIS OF AWARJ.
THL iVARD WILL UE MAUL RY THE OWNER ON THE BASIS OF THAT PMOPUSAL FRnM
• THE LUWFST RESPONSIBLE BIDDER WHICH, IN THE OWNEk'S SULE ANU ABSOLUTE
WJUWMENT. WILL HEST SLHV• THE INTLRLST OF THE OWNER. WHEN PROJECTS AHL
PAIU FOR IN PANT MY FtOLRAL AID. THE AWARD WILL BE MADE ON THE BASIS OF
THAT INOPUSAL SUBMITTED BY THE NLSPONSIbLL HIUOER SUBMITTING THE LOWEST
PROPOSAL MC.EPTABLL TO THE FINANCINU AGENCY.
THE OWNER RLSCHVES THE RIGHT TO ACCEPT OR REJECT ANY UN ALL PROPUSALS,
• AND TO WAIVE ANY INFONMALITIFS ANU INkLGULARITILS IN SAID PROPOSALS.
EXECUTION OF CONTRACT.
THE SUCCESSFUL BIUUEK SHALL. WITHIN 10 DAYS, NOT INCLUDING SUNDAYS ANU
LEGAL HOLIDAYS, AFTER HLCEIVING NOTICE OF AWAKU, SIGN ANU DELIVER TO THE
• OWNER THE CONTRACT NEHETO ATTACHLU lOGEiMEM WITH THE ACCEPIASLC BONUS AS
14LQUIRLO IN THESE UUCUMLNTS. WITHIN FIVE DAYS. NOT INCLUDING SUNUAYS AND
LEGAL "OU UAIS, AFTLH RLCLIVING THE 5164CU CO.,IRACY WITH ACCEPTABLE BONDS
FROM THE SUCCESSFUL b10UER. THE OWNLk-S AUTNOKIZCU AGENT WILL SIGN THC
WA. INSTB.
• -b.
•
PROP03AL
• The Honorable Mayor and City Council
TO: ................ ..................................
200 Mill Avenue South
Penton, Washington 96055
• Addretsf ...................................................
Construction of Springbrook Springs Improvements
Title: ...................................................
S0955e.A1
• Protect No. ...................................................
Bldd*rt ,NAV:@F.4 ...i%a :::::.... F::.'v:t...�-ems.......
Contractor's `
License Ma.f ............................'.... ..................
• Datef ................. r.....:� .....CA'I W...........
. ....
BIDOEP'S DECLARATION AND uNDERSTANDINO
........ ........... ... .............
Tht underalcned, hereinafter Called the Bidder, declares that the only
• persons or parties Interested In this Proposal are those named herein, that
this Proposal IS, In all respects. fair and without fraud. that It is made
without Collusion with any official Of the Owner, and that the Proposal is
wade without any connection or Collusion with any person **king another
proposal on this Contract.
• The Bidder further declav►s that he Mae carefully examined the Contract
Documents tar the cOnstruttlen of tn* pr01*c!. that me has personally
i MSPert*d in* site, that ne has Satisfied himself as to the guantltlts
Involved, including materials and egulPment, and corfitlOns of work and
materials. Including the tact that the deaCrlP'Lon. as included herein, Is
brief and is Intended Only to indicate the geheral nature of the work and to
identify the amid quantities with the detailed requirement$ of the Contract
• Documents, and that this Pro/joaal 1s made according to the provisions and
under the ter*s of tot Contract Documents, which Documents are hereby made a
part Of this Proposal.
The Bidder turtmeT agrees tnat he has exerclstd him own judgment regarding
the lntefPretatiOn Of lorsurtace Information and het Utilised all data which
ht btlley*S Pertlh*nt from the Engineer, ^wner, and other sources In arriving
• at h18 conclusions.
• Proposal
1
•
CONTRACT EXECUTION AND BONDS
• The Bidder agrees that It this Proposal Is accepted, ne will, Within 10 days,
not including Sundays and legal holidays. After Notice of Award, sign the
Contract In the fora annOXed hereto, and •111 at that time, deliver to the
Owner the PERFORMANCE AND PAYMENT BOND required herein, and will, to the
extent of his Proposal, furnish all machinery. tools, apparatus, and Other
means of Construction and do the work and furnish all the materials necessary
to Complete the work In the manner, In the time, and According to the methods
• as specified In the Contract DOCumente and required by the Engineer
thereunder.
CERTIFICATES OF INSURANCE
• The Bidder further Agrees to furnish the Owner, before Commencing the work
under this Contract. the Certificates Of Insurance aA specified In these
DOcuments.
START OF CONSTRUCTION AND CONTRACT CONPLETInh TIME
..... .. ............ ... ........ .......... ....
• The Bidder further agrees to begin work within 10 Calendar day& after the
date Of the execution of the Contract And to complete the Construction, In
all rflPtCtS, within 90 Calendar days after the date of the execution of the
Contract by the Owner.
LIQUIDATED DAMAGES
• .......... .......
In the event the Kidder 1s awarded a Contract and &hall fall to complete the
work within the time 1111t or eXtende.l time limit agreed upon, as more
particularly set forth in the Contract Documents, liquidated damages shall be
paid t0 the Owner at the rate of $300 per day until the Work shall nave pear,
finished as Provided by she Contract Oncuments, Sundays And legal holiday&
• Snell of OXQlUded In determining days In default.
ADDENDA
The Bidderhereby acknowledges that he hat r*Culved Addenda NO&.
• p•••�• •• .•. ... .. ... . .......... to these Specifications,
rin6ert�NO,�ot�Nch�Addendum received,)
•
Proposal
7
• SALES Tax
where the estimated sales tax is called for In this Proposal fora, it !hall
be Consldered As en esttaate only Of the amount of sales tax that will be
Palo by the Successful Bidder On materials tnCOrpOrated Into the work. The
estimated tax Will not be tabulated as a competitive bid Item in determining
the low Bidder. Should the low Bidder's estimated Sales tax it,,, appear
unbalanced, the Bidder Shall furnish Wen eVldehCS AS may be requested by the
• Engineer to substantiate his estimate. Pr t or to the execution of a contract
for ine conteaPlated Work, the tax allowance to be added to the total bid
Shall be subject to review and approval by the Owner.
LUMP SUM AND UNIT P,.ICE WOPM
In* Bidder further proposes to accept es full Payment for the work Proposed
herein ine amounts Computed under the Provisions Of the Contract Documents
and based on the toll OwlnO IUMP Sum and unit price amounts. It being
expressly understood that the unit Prices are independent of In. exact
quantities involved, The Bidder agrees that the lump sum prices anj the unit
Prices represent a true measure of the labor and materials required to
pert :rm the work, Including all allowances for Overhead and profit for each
type and Unit Of work Called for In these COntrOCt Documents.
The d"Unts shall be Snown in both words and figures. In case of a
dl$erepaney, in* amount in Words $hall govern.
• LUMP SUM BID
The Bidder agrees to accept as toll DSYalnt for the lump Sum work proposed
under this Project, as herein Specified and as shown On the Plana, based upon
the underslgned's own estimate of ggahtltles ar.d rests,
a.M oft tree folieWing jump
7T�.`.'l�a. i,..F......................Dollars
and ..... ... . •. s.... .cents ,
(�mOunt•written In words has Precedence) s ............
Estimated Sales tax
(Not a bin item) t;.::..:.......
• Proposal
)
•
for the 6010 Purpose Of taclllta•(ng Monthly Progress Payments, the following
breakdown of the total luwP sue bid !s to be given. It sb requested by the
Engineer, the Contractor will substantiate any Price or Prices with tgrther
• information, In the event of discrepancy between the written lump HIM stated
In article LUMP SUN BID and the arithmetic total Of the following Bidder
Breakdown. the Iu%P Gum In writing $hall nave Precedence,
BIDDER BREAKDOWN Of LUMP SUM BID
...... ......... .. .... ... ...
• (In* Bidder Must submit w•.n this Proposal
The figures called for below,)
Section
No, Title Amount
• Bonds and Insurance t.e2',e5-e.C...
2A. Move In, Prepar:tlon of Site, Demolition,
and Salvage
28. EgrthwOfK (Less Unit Price Iteas)
• TD, Manhole Construction (Less Unit Price It-a) {..4'.t.... ,
IA, Relntoreed Concrete a.a.AA .C:
SA, fabTICAted MetalworK and Caetings S..a::.\�,,,,
• Ise. valves and Miscellaneous Plumbing a... ........
Ise. Concrete Plot (Learn Unit Price Item) S..; „y,,,
TOTAL LUMP SUN
Estimated Seles Tax
• (Not a Old item) s,,.;}.:..�.....
•
•
Proposal
•
•
UNIT PRICE WID
• Unit Price Unit Price Extended
Item Ouan. Unit (Figures) (words) Total Aaount
.... ..... .... .......... ..............
25. EARTHWORK
Trench Excavation and taCktill
For 20.fnth Ductile Iron Pipe and
Cast Iron Fitting&
556 „F ` '- ` ri'
.. . .. ..
• Trench Excavation and tatktlll
For Less Than 20-Inch Ductile Iron
pipe and Cast Iron Flttingm
lte LF t...L4..i.. .Tciiu..3Y�11 Ati9.......
RIPFeP Type 1
' e00 Tot .......... :�.:.:\: '..a�'Y,`.`::ia?......
RIPraP Type l
�j .•
a0 Tons s..is`f..... .:.:.` �::...:::�..::. �.'i'..... e.� C�.
• gravel Surfacing \
600 Tons 6. ..:'.�}...i.1.``. ........... i.'1Y�:i ....
2C. COLLECTOR MEDIA
... ......... .....
• Excavation
1.200 CT s.......... .....:i. .....
.............. s..1.4.......
Gravel Media
• 1.200 CY I..:....... :....,,).......:.....5 t.... t....F.4:....
PVC Sleet
11100 SY s.......... ..1..... ...................
•
•
Provost
S
i
•
Unit Price Unit Price Extended
Ite. 0u4n. Unit (Ilgures) (words) Total ►mount
• .... ..... .... .......... ........................... ..............
]D. MANHOLE CONSTRUCTION
... ....... ............
Additional Manhole Depth
tt LF a. .........
1E. GRASS SEEDING
...
Gust Seeding With Fertilizer [
• 1.200 ST t y•.G.Kti` '1�'•u.•u u. /•L(et.��:...0
Grans Seeding Without 'ertllizer pp 1.600 Sy f.l:....... .t1:.}.
• Y S•u••
1r. FENCE NEPAIN
... ..... ......
Fence Repair
ISS. DUCTILE IRON PIPE AMD CAST IRON FITTINGS
• .... ....... .... .... ... .... .... ........
20-InCh Ductile Iron Pipe
and Cast Iron Fittings -c 1
SSa Lr t..i t�...... �:iis NA.T.tfnr•AvWtia•. /J::.:...`....
• 17-Inch Ductile Iron pipe
and Cast Iron Fittings --[T�-
III L/ f.•al:.~... .a JiiSV4 Y..Q71Fr.:.�l°•V(I'jel. /•. .)...�....
10.lnch Ductile Iron Pipe
• end Cast Iron Fittings a we }y �In11n P S
6-inch Ductile Iron Pipe
and Cast Iron Fittings 1
.Y
•
Proposal
•
•
unit Price Unit !rice Extended
Item, Ouan, unit (ridures) (words) Total Amount
.... ..... .... .......... ........................... ..............
ISC•
.... CONCRETE........ PIPE
.... ........ ....
Im,ported Pile Lone Material
V cc � f
• {0 tons {.. .0..... .tr::1::}....o\\. ........ {............
ISO. COLLECTOR PIPE
.... ......... ....
a-tncn Collector PIP*
• too 4► t...1...... .Tt•»..f�?►i��Gict........ {..4�nC)...
{.dncn Collector Pipe
i 10•lncn Collector Pipe
S1 ` �. 00
It-inch Collector PIP*
ISO 4► s....:..... :C`r:lT.}.�C.'1..; .\\,uiSrS
• Closeouts
S Ea s.lGl: . 1Ti,�'m�:'��c•..k.:i::4.
EOM 0► EXTENDED TOM$
• Estimated Sale* Tat
(Not a 614 Itoeq s...4hk.kwMK. d
P 4274.56 �{
i7F s �f8.632 's
•
TOTAL {ID (tOtNL LUM! SUN PLUS SUN
Or EXTENDED TOT►LE) S•..fie ,i►
Total Estimated Eaiee Tax
• (Not a aid Item,) $. . • • •• ••
f '7179
i
Proposal
7
•
•
Surety
• Lt the Bidder is awarded a construction contract on this Proposal. the Surety
Who provides the Performance and Payment pone will be
4:a...... whose address to
......... ..f1XV414. ..........., 6:!?Q(�.
Street City !tote zip
•
Blddet
The name Of the bidder submittind this Proposal Is .....................
.alarm.�A..ifi.�h9:h\\ ....�He4v+'..e4.4.............. eolnd business
• t.`...1::7. =.1........... �.we.V�i1nw. ............ ..r.
�st;eet City State Zip
which Sr the addreae to Which all remmwnICat IOrS eeneefned With this Proposal
and with the Contract Shall be Sent.
.� The names of the principal officers of the COfPOtatt On submitting this
Proposal, or of the partnership, or of all parsons Interested In this
Proposal aS principals are as follows$
.......... ...................... .................. ..................
................................ ....................................
• ,•••."..••••••.•.•• • • • • ...............
(It Sol* Proprletor or partnership)
snip)
... .... .......... .. ............
IN WITNESS h.rwto the undersigned hat Set hie Otic) ht.le this ...:......
ear of ...........6.................. tsA(e' J
signature oe Bleaer
..w.".\....................
T1tlw
•
Proposal
B
•
(If Corporation)
... ............
•
IN N1tNL35 NNCPLOf the underslonee Cetporatlen has caused thlt instrument to
be eseCUted and Its seal affixed by Its dUly •Uthorlsad officers this ,
day of ............................. 19... .....
• (SEAL)
..............................
NaNe of Corporation
ay ................I................
• Title ..............................
Attest .......................•.....
Secretary
•
•
•
Proposal
9
•
•
ell G�tldl!!211� e.�C�l�[(�n`
• CONSTRUCTION COMPANY
P.0.80X 527 ENUMCLAW,WASHINGTON 98022 (2061 8255377
S
• ianunn• '.1 , 1�17fi
(My of Renton
f,iry Clerk
Renton (4tnicirai !iUtldinr.
?On Fill Avenue South
!lenlnn, Washington
• R t `I,ri nrhronk (nri ors Improvement•,
,It 1.•14enI
rOw inrnrnr^tat ion of gale^, tat I r„rr 111.1 I = 'ha• 'a 1 n(
• mint hr naid un t1NI entire rontrw" % it .�..
'I W•rrfbre „Ie hAV� romnutr<i vale-- tax on the total �•
n;Ir nronn^,11
•
loud truly,
• Iioi:nr(l ',chwlrhi
•
•
mw OIMpAn o rr p1MArin
• STATE OF wAa1ONGTON
DEPARTMENT OF LABOR AND INDUSTRIES
AFFIDAVIT OF %'AGES PAID
On Public Norks Contract
Awarding Agency
Contract Number
Date Contract Awarded
County in Which Work Performed
L.oeauon within Ci•inty
STATE Or WASMNGTON
u.
COONTY or
In compliance with RCW 3912040 I, the undersigned. being a duly authorved representative of
' ICMNKbr araY(M4MM� 'A 4:ie..
do hereby cendy that in connection with the performance .f work on the publ'.o knrck� pnyv't aitoNe
described for the period ending 19 the folUotimµ r.oe, 1w, hour for
each cias,dicatton of laburens, workmen and mekJiencs hake been paid nod no latanri. wurkuuu or
mechanic employed upon such work has been paid less thin the prevailing rule of wage .i, ticiermmrM
be the Department of Labor and lnduslncs is spccified ut the prim•tp:d nunruit
WAS A STATEMENT OF INTENT FILED'
Last below each craft eolptokod bk ,,u and the hourlk i.ito.nd fi,v,te hrr,oto, 1`ani It, addnhm .f
noes have been employed lint their name, -old w reel-E raLut•. niauiber,and their stage of :ahuncoment
Classification-d Labor Rate of Fri, :e
linuriv PAv Bet,,! --.Hod
Noll Attach Additional Sheeu ar NeedeA
Subscribed and sworn to before me ((I��'� ^"•
• this day of I
79
yomre Pobty is aeC W the Starr of wimp aatow.
•erWiat ie N'uMttetow
TTu enure rewrveci for Dvertorl reri:fic.livr
INSTRUCTION'S
1. Pursuant to RCW :39 12040 copies of this form must Ir c,impleled by the rmtractor and each of his suh.
cinitractors
Complete this form in duplicate and have it notarized.
3. Submit this form for certification to Industrial Relations Division. Department labor »rid industries
General Administration Building, Olympia Washington 98501
4 File a certifted copy with the Awarding Agency
CONTRACTORS ARE. RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SVB-
CONTItACTORS This is required by Ian ;md payment, van not lawfully be made until such affidavits
are filed.
•
e
• PART 2
CITY OF RENTON FORM
•
•
•
•
•
• �i Of P4% SUMMARr of
U � Z FAIR PRACTICES POLICY
UP TSE CITY of Icarus,
•
ADOPTED ,Y RESOLUTION NO. 1E05
The ""ry of IN' City Of Renton Is to 11--ore and -!ford equal treatment
and .*tyre* to all cit hens -Ad Assure 49u11 ORPloyment opportunity Eased
ON 0b4liry and fitness to all persona regardless of rate, cited, color,
national oriVi r., set, physical handic.,. or age. This policy shall apply
.o *very aspect of employ-.nt Prmrtvices, employee treatment and public
• .on tract.
In aeaPrAV with this principle the follgwiNI quideiin*s are established
And *hall be the oov-rn.nq Policy for al: departments of the city of
Pont...
1. EMPLOYMENT - MArturU ng, hir4 nq And *PP04AtmP.t Praafi C*s sh-11 be
• :undurted -ole;V on eh* basis of ability and ffAlneaa without regard to
race, color, ;rood, +-ti...I orl,ln, sea, ph V*:cal handicap or aq*.
' PROMOTION - Pro-urlun, 4..A9lad4Aq, l.v.:f, discharge and inter-
I-p-rtsental transfer Thai: be dependent on lothrid..I perfur..nc. and
--I' loll. needs xIth..r I.gsrd to race, color, crud, national origin,
srs, physical handicap or .... and, wbon*ver Applicable. in Agrvomgnt
r11h N-shi-4tdn $tat- :0.AcIl of County and City S.,IOV.... and 1. co.-
. pliancP with govelnin4 Civ11 S."Ac, Leo and M*qula tt ono.
All on-the-job tr.inlnq .nA eit4'+uppot NA oduc.t,ona
r,Ppnrt4n+t tat of all b., administered IthA., durri....lion to ericd.r.q.
the ♦art ast lroeioPmfnt of lndivldxal Interests and aptitudes.
a, 4it'd A4t tMDtu fES C^OVDI'CT - The City shall deal fairly and eQurt
I et -
w ant it set vPa And .11 persona It employ,. City d.p.ef-
..Mt. •hall mA�neu i. I.,. pas llc4 that no city FacllltV shAll be used An the
furtherance of shy d:srfimleatgry PrActic*. rA.h Official and employee
shall hf trvponttbl* to ^arry out the intent and provision. of this polie4.
5. COOPrftATION WITH NUMAN DIGNTs' 01116ANIfATIONS - The City shall cooper-
-te to the '-"-It estate Poa-ubl- with all UIO-nrtsel.ns and ro..lesions
�Om.rued with Fair Procu res and equal opportunity employment. Such
• nr1-n:r.r�one i,,I.d.. our -I- oat limited to, the Seats Numan Rights L'om.
m, 51un, the .swattle Nomon 94ghes Commission, Seattle Nomons' Commission
and tsv nfetlo rvohn::vl AAvuory Committee On Aging.
t.. AffIAMATI:t ACT*DN PPOGPAN - To
1dCil1tAte *goAt*ble representation
.':thin the .It4 Nor; furs* AnA ---star- -qu01 employment opportunity of
n urArira and .. .-n 1. iitY rov.rn.ent. An Affirotuv. Anion Pro9ru
• %21 be initi-!ee and .Ain toiued by the City of Renton. It shall be the
.P, si he lrty Ind duty of all t,ty Offiti.la And Deportee nt Need, t0
rAlr4 out the Poly Aes. Vuldolines And corrective measures as at for[n
by .hI. i'r Deism.
%"MA.TOPf' tet:':ATl us - , sntroctors. ,.bConf,AcrarA ant suppliers
conductinq but4nse, .1eb the City of Renton shall -ffie. And subscribe to
the F•-r PrActic*s and Pen-D:arliwinA U nn poa c4*.a set forth thorein,
• POSTINU Of fOLICY - Copie- Or this D-IJCV 14411 be distributed to
Alr c--tV 001/OWO.2, shall appear in all Up...elOn.1 doCaMentotiono Of the
City. unrl4dln9 bid calla, *ad shall be prominently d'SP1Ay.d in all city
f ACA!Ifl*..
CONCI'NPED IN by rho City Council Of rho City of Menton. Nuhingtdn this
• _ Inch day of July Is'—
clrr OF prNToh RENTov CITY CCUXCILIf:-T��
-- IY QAf»tf E-Y1 Clym.r cil Pr*..
. ATTEST. npro To*
M�s -. C I i�
•le Ne .On, Gl ty C orNe ,qn. lire C fr
E. Insure that all members of m agsmsnt within ins City are
fully aware of and in compliance with the Intent of the Affirmative
Action Policy pertaining to equal employment opportunity.
P. Provide continuing communication of the AffLmative Action
Policy to managetlnt, employees, applicants fat amployment, and to
outside organizations oarforming services for the City.
II. OIP LOY 4NT PRACTICES
The overall employment or&cticas provide the key to assuring equal
employment opportunities and achieving an appropriate representa-
tion in the Clty'a work force. The City of Renton shall undertake
Via following actions to achieve these objsctives:
A. Review all position qualifications and job descriptions
to insure requirements are relevant to the tasks to be performed.
Ravi** as necessary by deleting requirements out reasonably related
to the tasks to be performed in order to facilitate hiring of
minorities and women who of^trvi** might not be considered.
L. Pay and fringe he refits shall depend upon Job reeponai-
bility and along with overtime work be administered on a
nondiscriminatory thesis.
C. Inform and provide guidance to those staff and management
personnel who make hiring decisions that applications for all
positions, including those of minorities and woman, are to be
considered without discrimination. And that all applicants shall
• be given equal opportunity regardless of race. creed, color, national
origin, **R, physical handicaps, or age. Primary consideration shall
be given minorities, women, and other definable groups at any time the
Citv's work force does not fairly reflect the membership of these
groups residinq ithin the Renton employment area.
D. Provide periodic training for managers and supervisors
in equal Opportunity objectives, making use of such orograms
• as currently offered by the Incergovev mental Personnel Program
Division o! the U. S. Civil Service Commission and other anenciee.
L. Provide orientation for all new employees specifically
emphasising how the City of Renton &$sure@ equal coportunity and the
significance of the Affirmative Action Program. Encourage all
emoloysas and specifically minorities to avail themselves of
• services tendered.
r. Recruiting shall be accomplished in such a manner as to
inform the greatest number of minorities and women possible in
the Renton area of employment opportunities ant, to make known
that such applicants are sought. As regards minorities a dap
cripcion of each position shall be:
• 1. Advertised in the various Renton area ethnic news
nadia.
2. Circulated to current staff and encourage present
employees to refer minority applicants.
J. forwarded to schools in the Renton area with
minority students.
1. Distributed nbuted to a norityrequesting
and rumen relations fua organqualified
ra-
tions in the Renton area regoeating listing of these
orgyminority applicants. An up-do-date lilting of these EEO
tionsand their he spokesman era shall he Director.
maintained by the EEO
Officer leer and the City Personnel Dira icon. These organizations
would be identified as, but not be limited to, the Urban
League, Equal Opportunity Center. Nelda, Rinetachopi, Etc.
All employment notification anall include the "Equal
Opportunity Employer" statement and date of publication
shall be at least five days prto^ to out-off data for
racelvinq applications.
G. Programs such as apprentice, summer and part-time trainees,
intern, and other supplementary hiring programs shall be considered
in the acme manner as !ull-ti.me City positions and be subject to the
provisions of the Equal Opportunity and Affirmative Action Programs.
•
APFIRMATIK ACTION PROGRAM
City of Renton
Th, :olicy of the City of Renton is to promote and afford
equal treatment and service to all citizens and assure equal •
employment opportunity based on ability and fitness, to all
persons regardless of race, creed, color, national origin, sea,
physical handicaps, or age. in recognition of its obligation to
provide community leadership to overcome put circumstances which
have either barred, not encouraged, or discouraged representative
minority and female employment, the City of Renton has initiated
a program of affirmative action designed to assure that the spirit
and intent of this policy is realized. •
The term minority as used herein shell include, but not be
limited tc, those identified as blacks, Spanish-a^,eric&ns, Asians,
and Amp reran Indiana. The spirit of the equal opportunity policy
includes such persons as the physically handicapped, and
over the age of 45. even though the emphasis is upon mtnoritias
and femal.s. •
The purposes of the Aff irmative Action Program are to:
1) establish employment practices that will lead to and maintain
a minority composition of the City of Renton work force that
reflects that of the Greeter Renton cdMunrty: 2) achieve and
maintain equitable and full utilisation of minority and feenAls
employees at all position levels: 1) promote an atmosphere of
non-discrimination and fair treatment within, city novernmsnt: •
a) provide compliance with State and Federal equal opportunity
requirements and regulations.
This policy shall be made known to all empl, c>ntractors,
subcontractors, and suppliers through distribute handbooks,
bulletins. letters, and oernonal contacts, confe s and orien-
tation sessions. Signed acknow ledgments pledginq cooperation shall
be required of all department heads and supervisory personnel in •
the City of Renton and, where appropriate, of all contractors.
subcontractors, and suppliers engaged in City-admrnietered projects.
Such contractors, subcontractors, and suppliers to whom this policy
shall &poly to shall include those with on average annual employment
level of 25 and/or those who annually do business with the City of
Renton in an amount exceeding 510,000.
•
1. PROGRAM RESPONSIBILITY
To assure that the equal opportunity poll' a,:! the provisions of
the Affirmative Action Pronram are carried out, an Equal Opportunity
officer shall be appointed or designated by the Mayor. The Officer
shall he the focal point for the City's equal opportunity efforts
and .411 advise and assist staff and managem.nt nersonnel in all •
matters relating to imol.mentatlon of and compliance with the
Affirmative Action Plan, and he responsible for the successful
execution of this orOgr&M, utilizing the assistance of appropriate
State and community agencies and Organizations and maintain close
liaison with the Mayor and City Council vn the progress of the
program. The Equal Opportunity Officer will have the responsibility
for
A. Initiate, coordinate, and evaluate the City's plans and •
programs which are designed to ensure that all current and p-os-
pectrve employees receive the benefits of equal employment
opportunitles.
b. Evaluate the Equal Employment opportunity Plane and
Programs of the City to ensure compliance with the Affirmative
Action Policy. •
C. Coordinate the attention given to Equal Employment
opportunity throughout the City.
D. Periodically audit the practices of the City and recommend
imornvementa in the Affirmative Action Policy to the Mayor's office.
•
II1. WPLOr SE DEVSLOPMSNT •
The hiring of minorities and warn on a fair and equitable basis
is only the first stop in affording equal employment opportunity.
Skill development, promotions, and equal nondiscriminatory on-the-
job treatment are of equal importance to both the individual and
to the City. The following actions shall be undertaken to achieve
employee job satisfa.tion and fair treatment and to more success-
fully utiliss women and minority persona in our work force.
A. Assure that there shall be no discrimination for reason
of race, color, creed, sea, age, or physical handicaps with regard
to uporadlnq. promotions, transfer and demotion, lay off and
termination of employees. Any action which might adversely
affect minorities or ,omen will be brought to the attention of
the Equal Opportunity Officer. Emvlovse grievances arising from
such action shall receive immediate attention in accordance with
Section Vt.
R. Develop a skill inventory for employees which can be
used to identif- supervisory and managerial level position
notential. This shall be accomplished by+ •
1. Obtaining from the employees a written statement
as to their desires, skills, and interest -.n higher paid
positions.
1. Periodic review and anal- sis of employee development
progress and readiness e, assume higher positions.
1. Identif, specific positions for which employee •
qualifies, and sssure that requests for interdepartmental
transfers and Promotions are considered without discrimination.
C. Actively encourage smolol'ees tm increase their skills
and lob potential through training and educational opportunities.
of'er guidance and counseling in developing programs tailored to •
individual aotltude and desires, taking full advantage of programs
offered by the State Deoartment of Lmplpyment Security and Manpower
Development Programs.
IV. LIAISON AND COORDINATION
A. There exist many oroanitatiom vitoll concerned with
enual opportuniv and fair treatment of minoritiss, woman, and
the nhysically handicaoped, and those that are >ver 45, whose
resources can be of valuable assistance to achieving the goals
of this program. The City of Renton through its Equal Opportunity
Officer sha P. maintain constant contact and coordinate various
asnects of the Afflnative Action Program with these organizations.
In addition to those already identified with respect to recruiting, •
hiring, and employee development, working relationships shall be
maintained with the various click, labor, and minority organttatione
in the greater Renton area.
a. The City also recognises its reenonsibilities to comply
with and assure that equal opportunity and nondiscrimination policies
of State or Federal agencies with which it conducts bu6iness are
carried out. Sperlfically, the City of Renton shall+
1. be responsible for reporting to the appropriate
agencies any complaints received from any employs, of, or A,
applicant for employment with any City of Renton contractor or
subcontractor, subject to Executive Order 11266.
2. Cooperate in ar"ial compliance r"laws or in invssti-
qationa as requested.
j. Carry out sanctions auainst a contractor1u and.l,r
subcontraCtor(s) as required.
i. Assure itself and the agency as cart of the grant
application process, that the general or prime contractors will
not held submitted Pre-packAged bide that deny open bidding to
minorit( or any other subcontractors.
5. Furnish .nformation am required, maintaining an
off,Motive action file detailing its efforts. with data*,
to meet its commitments under Executive Order 11246.
All data and documentation generated as a result of this
Affirmative Action Program shall be lade available to Any
Federal or State agency for their review upon request.
• V. GRIEVANCE PPOCEDLRES
The success of the Affirmative Action Program depends largely
on the attitude of the community as well as the employee. OPln%On
as to what conatltUtes fair and equal opportunity and treatment
may very widely and grievances may result. The followlna steps
shall be taken immediately for any grievance arising from the
imO lamentation of this oro,,ram 20 as to maintain the best possible
employes-supervisor and city-community rel4ttansh1Vs:
A. The amplovee shall bring her'nis grievance to the atten-
tion of ,*-,his immediate supervisor or department head, who will
investigate as neceesar, to determine the Cause of the COMOlaint
and work with the Ampltyes to effect an equitable solution. Every
• effort .!,All be made to resolve the dlffl.^ulty at this level-
D. At the option of either party, the services of the Equal
opoortuait- officer nay be requested. The Equal Opportunity Officer
shall interCie, both uarties, conduct additional investigation as
necessary, and recommend appropriate corrective action and settle-
ment conditions.
C. In Vim went Hat nut maxi agreement cannot be Achieved
and Lindinq rtF art ion i. required bl the city administration,
signed statements detailing the grievance and specific investiga-
tive action shall re nbtatned by the Equal Opportunity Officer
from the employee and his %aoervisor. The Equal 0000ctunity
ifficer may draw upon all resources at hie disposal both internally
and those external to the City to arrive at recommended corrective
• action and settlement conditions. The Equal opportunity officer
shall forward these statements along with his own investigation
report and recommohdations to the Mayor's office for resolution.
r. Tho Mayor may elect as dammed necessary and as circum-
stances 60 a liars to rater the grievance to a special arbitration
committee. rrh,s committee shall be sel c-ad from among City
employee• And eonsast of an equal number Of management and staff
oersonnel.) The Equal Ooportunit. Ot!lcer and those directly
involved in the grievance shall not be voting Member+ of this
:come itteo. ProCeedings pf the committee shall be documented and
their decmalon shall pe final and binding subject to review only
by the State Numan Rights Comm lesion or through the -udicial
system. All reports, Jeclslrns, and other documentation generated
by the arievanee procedure shall be maintained by the Equal
Opportunity nffuer as a matter of permanent record.
VI. GUIDELINES f'oR ',INORITY AND FEMALE EMPLOYMENT
Fair Practices and equal Opportunity within City government cannot
be fully realiaed until an equitable representation of women and
• ethnic minorities currently in the Renton area work force era
rail acted in the City's employ.
To dote ml•o the area and City work force profile, the City of
Penton shall undertake the action outlined in Section A And 0
below, As inequities are identified, corrective measures will be
initiated as established in Section C.
A. Determine the manorlty and female profile within the
Penton emplovmAnt. AreA lh whl=h the ma•^rity of current employees
reside.
1. Number of minorities per ethnic group In this Area.
2. Generallred location of earn al nnrity group (I.e.
• any significant concentration within the areal .
I. Percentage of minortt� And female work farce As
oompared to total work force for the entire area.
•
a. Availability of minorities and females having requisite
stills and experience i^ the labor area. •
S. The extant of uneisployment emonq the minority and
female unemployed work force within the Area.
a. Perform an analysis of the City's labor force by lob
category to dote rml na the placement of minorities and females at
all levels of responsibility.
1. The number of employees by lob classification for •
each doper tsant in the city.
2. The availability of promotable minority and tamale
employess within the City's offices and divisions.
1. The number and job classification of employase, by •
d*partment, who will be [earring within the next five years.
This list Is tc include the tentative data Of retirement for
each employee.
a. The anticipated turnover of employee* due to their
inAbi'ity to perform adequately, by lob classification per
department, and poeolble date for actico.
•
C. Establish foe . and a timetable
mo for the correction of
detluanciPa identified. These goals a,, ttmetaslw are an
•uenu tl part of the C1ty's Art>[mat eve Aa wn Program and will
be maintained and updated on at least an annual basis. Although
the primary concern of these goals is overall minority and female
seologmant, they shall also include minority and female under-
A-lliratlofi within specific job levels. management, professional, •
technical, office and clerical, and skilled positions.
The goals and timetables established as a result of the above
analysis shall be reasonably attainable and shall appear as
Attachment 1 within 60 days after finallaation of this document.
The Cqual Opportunity Officer shall he responsible for establish-
inq these goals.
•
Specific programs achievement
the City of Renton coals
steal to undertake
to facilitate the ach uvwernt of the set goal• shall appear as
Attachment 2 alao within 60 days after approval hereof. Thew
programs shall also be established by the [qual Opportunity
off tear.
•
•
•
•
ATTACtOCNI I
City of Renton Goals and Timetable
The City of Renton, undt till, established Affirmative Action
Program, has slit forth a I:onl of 3.S; minority employment over a
timetable span of Sugust 1, 1972 thrnugh December 31, 1973. The
J.S,,. minority employment is based upon an average permanent payroll
of approximately 31F employees. This percentage will ix, re.evaIvatcd
in •iulli of inch year.
The perctmta_e goal is aecooplished in the following manner: The
re+ldency of all permanent City employees is plotted on a regional
,,ap. The area containing Au. permanent force is analyzed using existing
ensue and Renton School District data to determine the number and
categories of minorities living in this area.
Initially all the total minority population was determined at
This Percentage is tbuT applied to the City permanent work
force and _oaks f„r fur„r- ninority employment is set accordingly.
Additionally, a cnmluirat.ive study is also made with other municipali—
tie. within the greats ivget xwthl area to establish validity of not
.quitaLl,• percentage goal.
In for event that ill,, city „drrority work force is less than the
area lurerntage, a one year period is established as the time in
wbirh the City will correct the d.dieiettcy util!.ring mra'urr, dracrt M,d
in the CAT Os lffirmative Action Program.
Awicief,irr II
• city', Programs for Achievement of Geol,
1,, 1 it, ti ka nton has set firth a Ix,licy that ill, t .ill uaskv
n„( -11•. not ification regarding position opening., ou the permanent
't. if thr,",:.•h pnl,ltc advertisement in the Greater Rxnt.„n News and
. Ih, Record Chroutcle for two weeks prior to interview cluaure.
up.a I*,-it i,ut, .,r, also registered with the Washington fuaployin t
<eeurity rni,-, r,ity of Washington, Seattle Plitiversity. king County
Public impl„vo„an program, City of Seattle Personnel 011 Ice, and
.,thcr municip..1 it iea as appropriate. All advertisam.nt � vontain the
words "l'I„, ritY ,I' Renton is an equal opportunity anq.lo,rr" and indi-
rate thol ioitu,eil, applicants ore nought. In addition. tha tollowM
agencies that ., nice a high concentration of mirotrily amplovnu•nt are
not i I it,,! of ,,,eh position opportunity: Asian EmploytWut, L¢licat
affair., 1'101'I Cuter, S.n.l.f.., Veteran's Administrali,m, TIP
,nod ail t:r 4cxir.,nn, Development Center. The City empl,ym,ul ,gq,liaa-
t tom Per,„ ha- al,,., tw•en revised to reflect the vgtml opportunity
aniplmnn nt .,-nl It%nt .
All those in a p,.ition to hire, fire or trnuafar CIty employers
hair been inalructrd to use nondiscrimination III their .;udglmrnt of
prraanncl. All decisions relating to relationships
-ill be r„dewed by the Clty's E.D. Office lur po,.11blu ibu,c ul the
City's fair practices Policy and Af firmrtiv., Aeti,m Viro- •.m+.
we have totally re-e,•,loatd our 1,0) da<criptii,na within tie City
to insure that quulificati oe, er, teal L:ctio«chat ia,Sltinn driteria
reflect. ,kill 1,v.1 and physical cap+,hilit i, a required for Iw•rformanv,
of task athl that ., reflection of precailin, lahor ,sarket. Those
put inns for which physically handicapped are ,uit d arc edrntifted
and priority cons i,:o rat ion will br giv,n to thu.e individual,.
•
ATTAC(06NT III
Contractor, Subcontractor, Supplier
The City's Affirmative Action Program extend& to all those doing •
hu.irtr,n vitb the City reg,urdless of bource of funds. Each supplier
or contractor luwving 25 or mitre employees and/or contract in excess
of 40,000 is required to: (1) become familiar with the City's
dffirnwtice Acti.m Program; (2) Certity that they have their own
Afl'trwwtive Action Program; (3) provide a record of intent to •
eomyly by ctmgtleting the ;,rfidavit. The affidavit and a copy of tile
rinn's .al,irmutive ,\ctiou 1•mlram may Ite provided once each year or
with a specific contract. A record is kept of each firm'& response,
and present and pa,t peri..tmanee. An investigation into the past
In•rformonce is alsu made ;n the initial submittal. City records are
tht'n reviewed yearly, rirnmv guilty of non-compliance are removed
rram tla• eligibility list, notified of this action and causing deficiency,
and re-in.trmed when satisfactorily demonstrated to E.O. Officer that
deficiencies hale ',een c„rrected.
Cowpllance is determinvd by a check of previous performance and
ou-tie•-job inairetfon during the current contract. •
As 1wrt ol• the requirement that federally funded contracts for
•,om than $10,000 are bohivet to the Executive Order 1124u of September
74, lea9, as aliended by I--cutive Order 11395 of October 13, 1948, the
City of Rentan shall inclade, in its contracts with ,,_neral and s,eb-
nsrtractnr,, till following provisions: •
"Ix.ring the performance of this c.u,tract, the contractor agrees
;e. I�illnws:
"(1) The contractor will not discriminate against any employee
o' applicant for employment because of race, color, religion, •
see, or national origin. The contractor will take affirmative
t, ti,ut to ensure that applicants are employed, ;ad that employees
are tn•ated during cmployt,mnt, without retard to their race,
eolov, religion, sex, or national origin. much :u•tion shall
include, but not be limited to the following: employment,
upgrading, demotion, or transfer; recruitment or advertising; •
lavo Pr or termination; rates of pay or other forms of compensation;
and ,:election for training, including apprenticeship. The con-
tractor agrees to post in conspicuous places, avatlablc to
t-mplovees and applicants for employment notice, to be provided
be t1w LPA setting forth the provisions of this nondiscrimina-
tion elausr. •
"("I Tht• contractor will, in all solicitations or advertisements
for ongiloyrec placed by or on behalf of the contractors state
that ail qualified applicants will teeeive consideration Car
.mpLymrnt without regard to rare, dolor, rvli_inn, sex, or
national origin.
"(3) The contractor sill ,end to torch labor union or rvpre- •
,ontative nr w,)rk,•rs with which he h„ o collective twrgain ng
•
•
ATTAC101ENr III (CONT.)
page 't
•
agreamant or other contract or understanding a notice, to be
provided by the agency contracting officer, advising the labor
union or -.orders' representaticu of the contractor's commitments
utder Section 202 of Executive Order No. 1124o of September 24,
1'4.5 (as amended), and shall Im,st copies of the notice in con-
• spicutios places available to employees and applicants for employ-
ment.
"(4) The contractor will comply with all provisions of Executive
Order No. 11246 of September 24, 19t.s (as amended) and of the
rules, regulattons, and relevant orders of the Secretary of Labor
and the Secretary of Housing and Urban Development.
• "(5) The contractor will furnish all information and reports
required by Executive Order No. 11246 of September 24, 1965
(as amended) and by the rules, regulations, and orders of the
Secretary of Labor and the Secretary of Housing and Urban
Development pursuant thereto, and will permit access to his
books, records, and accounts by the Local Public Agency, the
• Secretary of Labor, or the Secretary of Housing and Urban De-
velopment far purinsea of investigation to ascertain compliance
with such rules, regulations, and orders.
'(o) In the event of the contractors' noncompliance with the
nondiscrimination clauses of this contract or with any of such
rules, regulations, or orders, this contract may be cancelled,
• "terminated, or suspended in whole or in part and the contractor
my be declared ineligible for further Goverment contracts
In accordance with procedures authorized in Executive Order
No. 11246 of September 24, 1965 (as amended), and such other
.auctions may be imposed and remedies invoked :is prodded in
Executive Order No. 1124o of September 24, 16a (as amended)
• ar by rule, regulation, or order of the Secretary of Labor, the
Secretary of Housing and Urban development, it* Local Public
Agency, or as otherwise provided by law.
"(7) The contractor will include the provisions of Paragraphs
(1) through (7) in every subcontract or purchase order unless
exempted by rules, regulations, or orders of the Secretary of
• Labor or the Secretary of lousing and Urban Development pursuant
to Section 204 of Executive Order No. 1124o of September 24,
1965 (as amended), so that such provisions will be binding upon
.-ach subcontractor or vendor. The contractor will take such
action with respect to any subcontract or purclmse --der as the
Local Public Agency, or the Department of Housinc au, Urban
• Ouvelolsm•nt may direct as a means of enforcing bush provisions
including sanctions for noncompliance: Provided, however,
That in tine event the contractor becomes non wad n-;or is
threatened with litigation with a subcontractor or candor as
a result of such direction by the Local lublic Agency, or the
Department of Housing and Urban Devclolmamt, the contractor may
• request the United States to enter into such litigation to
protect the interests of the united States.
•
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i,
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PUN
Bidder is to icdic:rte by check-mark which of the following statements pertains to this.
,id package, and is to sign the certification for that specific statement:
a) It is hereby certified that the bidder is exempt from the City's
Affl rmative Action Plan requirements because:
"Auarage annual emplo;,ment level is less than '5 permanent r-p to•.���,
and the total contract aswunt with the City during the current ,year is
less titan {IO,UD(J."
�ompa»y Date
B1'
ale
• OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies gcals and
timetables which are valid for the current calendar year.
Crompany Date
BY
Title
OR F1 c) It is hereby certified that an Affirmative Action flan is supplied with
this Bid Package. Said Plan will be subiect to review and approval by
the City as a prerequisite to the contract award, and it includes.
1) Present utilization of minorities and females by lob classification,
7) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing :dinority
and Female Utilization.
company _... e
BY:
�
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of kenton within five (5) working days of receipt of
notification of low-btdJer status. Said Plan will be subject to reviow
and approval by the City as a prerequisite to the contract award, and
it will include
1) Presort utilization of Minorities and Pama Jos by Job Classification,
2) Goals and limetables of Minority and lemale Utilization, and
3) Specific Affirmative Action steps Jirected at increasing Minority
i and Female Utilization.
Company Date
Title
tip
CONSTRUCTION COMPANY
' P O Boll 677 E NUMCIAW,rtASNINGTON 99077 17061$255177
MP W111 rmbnTr tritit rht^ nnnw^r uttll7nl^tntt rnel as cPt fnrih '+v the,
tk•n,rt9rc�nt r' - ' -��n ltnvrinnmrnt (".1 aDOQ.?) u•.tnr thr' Tln-
'tnnr ^runt-^, r,- :� •nlir�^`.1• Ir.r ,t•r r„rrrm y• ar. '.r w+ll
F,. .r, - . •' •� %mr+ rnn training suhntanrtnl1v unif •lro
,i,,,,.,, t „ .� ,• ,• • . � . a'1 nmlrns and far garb.
• t .
•d,, ,,.. , ,, ., .�r vt , ,1 ' ., 1 � r.,� ,. . �-•^ rt\nrv� n/ thr rnnlwr
rt.r•r ..i�t.•• , thn . i•;�11 � It , Lr.
,••,h" ar^ ` _• r• 1,-.1r '.nr •,i r. .n., inl .• 'tt.\' ,nnilnrt or col t ,rt
. . tr,r . i ,,• ..,.t not to ',. ., . nnnwit,ir
, i ,;., r•v 4 nt in•
nt
� ., •„ .t , ., . • „ t. n . , .. ,.r . . . „rant . i..... .
mr'. w, r i...
.,.r: . ... �-It to rig ill,.... Iir''.
-.••1 , I,v r,• r r,r, tiles
11 rr„41`! I" It„t i l< 11'r nhn1 Y't mnpr Y`f i'Mt. f np P-�, l' ,
(OV�1 rM'MAl'PM•rr 7MIPVEIr
•
I
• ,•, tm.rr^nt wb,-••, nn tmtnn nr ,"Ion• with trhrn e•r b-vc n rnl l..rri,r• , •r-
rr ar rnen• ;,t I,,, All ",•flrmd In im :, rinnrit%- wo.trr .nm h, •i
.•' •<• Lnv. rrtJ ^r infnrc;oirct tl,at Lhr• ,min" mferral prnress hrs
... in nn- ••ifarr. to T,.,•t ^I,r foal.
�Yt ,turf lr it"n i•, it^inlrr "mrmoot in the mmi, Farrel-
• v n,rtmrnt of IIIIor.
. , ' 'y. "m''.'•,'. ,. r t , nO,liry within our nrpAnilntinn by
•,• 1'I,•,,.� i ,u +uv nett,.. ':ar",I, r, p"hliri7inr, it in rompnnv newt.-
nnner•,, anneal tr,nrrr4, elc, , by condlx•tIAll atAff, nttrploY!! and tminn
• trPmaMlt Ativrtit teertittrz rn ntplain and dinetmA thr policy, by poatinr
(If thr mlirvt ,and by •tterific rrview of the polity with minortty nmployees.
f, Ne will diaarminnl-e our V170 pnliev rxrernally by inforrinp and
Iiertm%i"P it with All rern•Itmnnt 4n1wrep. by advertising in newa IAedia,
• snr•cifiryliv inrnudinr ninrrity never mndin, ,nd by nottfying and disrusninp
it 'Ott All sut+rnnt tot,er.' .and anPpllnra,
P. !%" wilt •nrrlfle And fmmmnt M`raonal (writtrn and nral)
rerrWim,nt ^(term dtrertr,l 11 Ill minority nrrAM7.alintia, sohnols with
• r•innr tt-• •n:d.,r„-, mt nority firnti Cmrnt rrr�ni 7-nTlnos wi tr.In nor mcmIt.
h. ;tr well mn4, ' r,-r,l ,r effert< to nnrntirAPr pm nni. minority
^mpinvrr• to ,rrrltil tt„ir nuarifi,>P i^Icnrt nru9 M1aN vra, -
r , ��•, v"111 1- JOld.,,. ..ii -ran : firnri nn+., roel,,rt inn mq,tim-
,, r i,, L1 n ,.i. rfr^rt t,. .,rrviel,. afrnrsrl.nnl, sumrllrr .ird
-.. gilt rb-t• ,n,- n .•In.. ;nb rrltn4 n- nnnnrttlnf tlP< and tartir.
• r+...r• .1•,0 n4,i.t in nv nw.nr ,n ,or or rmpinre.•_rrnim trninint, nrorrams
•-. t. m,t rn our rrnri mlr, rend,: rnm11t,lm eith our nhliralinns ,mdrr this.
r,rt It ,
t. kr till r, �• in,•..l I love-more minority nvr—
• ,nn• 1 fry nrnron.t ter an'u,rt runt ,. . a•v! rn. , r, nmol nverA rn
• ,•r' "t'h r^r+-r•t not t! , .
'r, _• I1 "`1I" r,rr tt,lr •,,, i.,rit, nrirtirr• , Intl r'In,• i!ir:rt inn!.,
rin not ,ti`rri Tin'it¢ry r ' Irrf.
• V17 rat.... ,.,..e+ ,i" 1";. " 1 ter 'ii ir, mvi rr•nr,tm\' t(r. ivitic.
„ vi 17 rrau lr,lAlty tnmtitnr ail nor<nnrnl nerivirinr to rn•.n,•n
•
M Pa�v i
• n. NP will �nlieit hid+ fnr eubrnmrAr-ts fmn Av..411,'tar
minnrirV rnrnrrd in the tradre rnarrrd hi• thrar rid
itinnc, 1nohMlnP rirrulm inn of minority rnntrnrtnr mgnrintinnt.
i
1
i
•
• ,yQ ��l L
e�(46lallf!t� elCfLII�EC�t>�
CONSTRUCTION COMPANY
i 1(r0\�lf�l7 ENUMCLAW.WASHINGTON U022 42061826-6377
'I'\
rnbniary I 1 11t76
Renton Municipal nt.dldlnp
200 M111 fit. qFo.
Renton Nt.nticipal Ntdldlnp,
Renton, Wnahington
Rnt sprint+brook Sprinp,q ProJrrt
Atrni b0ie 1.arount
Trent lrmvtit
• !sir tirm -11n11 affirm and gnbgvrihn to the vnir Prnrtir•ry and Son.
n1�,-riminatinn pollriv� ..'rt forth by tho Citv of Renton during rho
limit inn of the qt'h tort prnjert .
Kra -11n11 .'nrlrwn under thi< rrrvnr, n rant' of nur Affirmarivn ,1rti,,n
Plan.
• Thy, rnl ln,:in1•. lint iorlirarnx thir t, lohnr r1a','ifirArion, ^Xperir.l to
rh•' 'rn 1^rt and r hr nnmhnr �,t s �n�irirq inrlurbd in
. �• r, r•1 p •Il fic'ltinnp
`�P�hitl•+^tl , ?+"% .fir'/. . 1I�` r. � �(
tQ a• n nr•.• ?...- - . . ... nori t l t ahrrvvr• : 1 -------Pnrrrnt art•
------ --.-."inmity I rip. . ... ..i ........Pr.rerrtarv. 100`.
• 1 trn•'m err. .l -. ------- --.hnrri1v .....0 .......Perrentn.-o 0
,...,....r : .i ......... ..MI nori lv Tnam.,t , ...0.-------Percerl aro 0
".i nn Iit�in..•, a 60, ILLill^atinn of'
minority w,Irk�ra.+`+`
f 11 , , lft .
iti .in, firt h•.r q„ . rvgardinr, rhr�v matter!. PteaIn rortnrt
i
Iruly ynnt",.
x' I�nv.ard ',rhwl:•hr _ . ..
FQW l OPIOAtuowirr owtove6
r
r
a
X.e1w�
v *%at" duly tworr, dajosaa 440 .a.., that b\t is �'y iWtttpl Oman
%*WI W the ibragolp pr.vmal o• bid, Mat lost to& bid la
y►nulnh tnd nct ahAp or to 1uti.x or #ado iM tm titpraat or on M.
k.al t of ary ptnda put tAarai r.4ty, and rurttor. that tkr oapatapt
dl has Not rtctiy IR�d or \o`rcitad any vu-+ It"r aN tha fora.
i ping work it aouipropt to pot iM a sMa ata, or oat• othor sarsop .
4 attMrati.,y4 •"o rote-sip rroa ::do=hg, an! 'thtt dIpOhoat ha Not 14
any arhhar sought by t4ilytion U- **Cgr* itO hinati or to &V &Wr
prrton any ad:artaar owr (4,w stoat ar didlars.
SIdN ELK: .-a �,-^—
�4
Mary c .n �a ass o7
paaldtag at
�, r.°: ke er•. x+Y. •S:.:y,�tr �t:. : .,}; ,*r .s :. ,• ;.. . :
t
's
4 1;M At}lpgtt tail►
I It
:f
t, tin4k*v*tptaf. Nay , tson Au+Y woro. lei Wt Ow oa►tth
•• that in UNW, tion .Nth tho peffor%toce of fle aor't a" tint prgMtt.
i r+lt NY Wh ( 1ASt i?itR,�Qn 4f :"Mr, /artw1 01 aKNOrrrt
M '1 )Vd 1a t%l per46mm^ta of tt:N wrr, "t t«y topo :m pnvatl.
i"I late o• vow I of lots Ivr tr•a rtm!"O ri4 of -.,>aa as aped-
• In Va prif(OW ro 'art, inat i P#e! r'0i! tN 4.; Of ane Iora.
9or^4 ttaterr^i M' ^ri'fst7l:g, ••r1r. .t* cw%tMtt Woof aoA tpf
srtaUMa is rrt fr.• • rnr•f••K •. !rw !o tamoatiao�s arw pt'
• `.uDt:rit•e0 MS �.o�• '.. nr rprrr rra '^c _...Y3C�..._.._. `4J er .__ _.__
�J t�7tt IP��'�¢•f 0}
Mat+rirr44art
MalAtat at
♦ TJNTTL:D PACTPIC INBURANCE COMPANY
mOME OaeiCIE TACOFFA wAaw NOON
BID BONO GrA No l7 76 76_16
♦ AAh"OVED a•THE AhIll iC AN INST IT TE OF AMCnITECTS
A i A.DOC WENT NO.A 710 FE6.1e10 EO.i
KNOW ALL MEN BY THESE PRESENTS that we HOWARD SCHWICHT CONST. CO.
aSPr.nC,Oal.hereinafter Called the Prmapai.and the UNITED PACIFIC INSURANCE COMPANY of
Tacoma. Washington, a corporation duly organized lour the laws of the State of Washington, as
Surety.tieranstW Clued the Surety,are had and firmly bound unto CITY OF RJOrTON,
WASHINCTON
as Obligee.hereinafter Called the Obligee, In the sum or FIVE PERCENT OF THE TOTAL
♦ AMOUNT OF THE BID
Dollars IS f.
for the pa,meni 01 which sum well and truly to be made. !tie said Principal and the said Surety.bind
OurseiVeS,Our hors. 116culo's,admin,strators, successors and assigns,jointly and slverin y,firmly by
these Dreaalte.
WHEREAS.the Primp/)has submwed a bid for SPRINGBROOK SPRING IMPROVE?LDiTS
NOW THEREFORE, lithe Obligee Shall;µ:apt the bid of the PrmLtoal"the Principal shall enter
into a Contract with the Obligee in accordance with the terms o' lurch bid, mid give such bond or
bonds dS maY be Sperilied in the bolding Or Contract DOCumants w11h good and sufficient surety for
the ldlttdul performance of such Contract and for the prompt payment of labor and materrat fur
nished in the prosecution Thereof.or in theel of the fatiureof Me Principal to ante(suM Contraft
and gye such bond Of bonds if the principal shall pay to the UbligN she ddliaence not to e,Cr ad
the penalty hereof between the amount SOacitief in said bid and such larger amount for which the
Ubhgee may in good lath contract with another Dairy TO perform the Work covered by said bid.
then this obligation shalt be null arW void,otherwise to remain in lu!I face and affect.
♦ Signed and seated this 21ST day otJANUARY A,D. 1976
_fK1W-ADD SCtB/ICNT CONST. CO.
FIOHARD L. S�MiYICHT, OWNER
a
UVITP*ACIF IC INSURANCE COMPANY
SUTHF.RLAND MDLUM, ATTORNEY-IN-FACT
6L1L:AA rn,10]i
VNITSD 10AMY70 ZNBtTR.ANCE COMPANY
• NOW OPPIC[ TACOMA WASH,NOTON
KNOW Ali Mfk 4, tH POWER OF ATTORNEY
ESE PRESENTS TNN rM UNITtO PACIFIC INSuMANCE COAPIOINy •mW,V o•Ay..oMnr.a eNN•tM de•ol tM 344 or WM Me^ eM•M..4.'h•F COn\nw.•N1tl flm:nl
SUfHERLAND 4c�EAN or RICHARD J. GREEN of
ENUtCIAWt WASHINGTON...............................
` ro L.w Pn0 uMu.AnaMY•n bn le T•fiP aNrH WN•'A a•n.N ror NW M m MMn •ro r+1«1 PIA ewe
ANY AND ALL BONDS AND UNDERTAKINGS OF SURP.YSHIP--
b.Nl,M u $Tfn PAC41C ,NSURANCI COMP&•T IIWP N r runt•Iy 10 IMP MrM N,FnI r 1 Yytn eMU•Mot unw/.IN,r,I•na nl Mr
'1 M eM,MYe'Y'n IMP rW W e,nbbl Ylb•1/nFR by M t•«vinR OII•br o1 IMP UNI TE O PACIf IC I14URANCf COMPANY P%A WFy&Mo N V V�j It'oM WM al luFll ell.ml "t M'Fby'P(.iwr FM Cenlrr,nl M IM1 iry yq AI,eIMYIII.n IMP mW Ee:n ye•Wnw rWpl
7Nn RgrPl Uf AIINneY n Sr&nitA until MNo by&YINd.1Y of SNUOII I)A of IMP WY lPws of UNITED PACIFIC INSURANCE
COMPANY WNKh poNNOM NP M1IW,n lull lot"Ny WPC, ryPO,rIEN Iplygyl
St CTIONJ)N AfiORIYF TS IN FAtt
SECTION I Ir d1f IMP P•NA.M a Mr V:tPMr M,a wbnlrl V:4 P.NMIn1 MN:Mr.T p yN qp•aba,lr io Iu Pq:nrn,Alyd,Ao.n I •eMm to..n.nP on bNRir pr IMP Cap^r beW•M rr4M•HMr pnlrPCH OI npll..t„v W elny• .':nTP OM.MIe":n IMP nrl:rl I1Wb1 •ne Ibl le•Yr,pN MY\ule AIILL MY:n INI•1 rrr I.IM PIIA IWpM IMP f9nP1 PW Py1M.i,Y/vM to n:T
Sot IION ) INI INnN AAAA.yy•..Ilgr.lr rublNl lv IMP 1�^dI NA Tn1,.ent el IMP IfM el F11.v MY nuPw In IMM1r In PYNYI.FM rHnwr nn bMw'I411MCUmfwny bOMl Ml1 u/gNIN./y1 .pOM:tA.cN 1:«Ho1:.yrn.n.IY•rNalyr Yn.brSl opl.Mlav•nIM.Wyr.IM,b1 iM eb lq•FH•NI,F na M[prry la IMP yN..1.rY of MY 4CnM•M un0•rr«rIIEI 'K4Pn'IM[N fool.«rf PI.IIwPlltllt M9 vinN M.t�.l«nbliMlaY rn•M Mlurl lWwel
In..IyHy1 0l aerprMy •I yrV/Nyl y«NI br NMmi u^4. uM or w,nd nY •d IMP Iollo•Y.ry RHo1WM WAN"by ,M E4o c'0,," a I.INI if O PACIFIC INSURANCt COMPANY 11 F 1•wN.M ttm a IN Apl,yv of Utlebr IS I 61 Acn F atly r wN Nwnl.AA;AA RNd.n.pn
' M•'w oPM NIrn111Ror.PNPM
RNobl.IMI IMP ttpol aN 0 IMn 1.«Id1 Nq Wl.vl Yryl.M 4P.nr IMP Ge,I,yPnY nrN M FII:•N11e MY Inff.pe.M i'
•11.I.MT a MY lF.1.(NY rNP1.M IM,Nn M '...M.FW•nY wHn poMr o1•11orMY o• rn1A.411 fM.. Iuffi IM.In•+
IiMlFrurw`v I«ARYN.MN,or rfrrl•M oMo,'W,n IMP CornWnY .M Mt Ian OOArPI n NFCNPF«A rrl:lwe br
•fVT1Y'TEMPIWN MA INy.T.H 1yl rMl,M to•rA oM'.y'Ilw^IMP COryrnY IM 1,•lu,.Y••In•rNf110 N'botI d
..newww Pb,Y!IKn.I.f NIiF#N
• IMP WI1Nf SS WHf REOF IMP IINITtOPACII IC 1141JRAWI COMPANY n•,4,,t,,, ry.Wnr 1:1 M IN^M b1.rt Vow lrrAN.i.Ny nI WPMN.
nN 10 M NA".Fbgb Iti.-Ilth PA, FebrWA ry IR.74
UNITED PACIf If INSUPANCI COAMANV
COILM W W&P11rceOn t It 'r to.• gNlcUCtVe !"—
CdlNty W Pl elcP ` •'
b^•n•1_jlLb—_nY'.1.._Peb[ IY 1974 a,«mwT APPAP" NORRIS S. BROWN
_
u r'M •MYn Io M IMP .l. I N IMP UNI IF4 PACIf INyt/RANCf -37A v MI
Pon
o n2.9 1"11M1 M NN.rNM•W FIIN1.o IMP IIUP... ...1MnI PM1I NIlYW IMP yPl N 1PIQ 1'abNNrM IMM NA IMP,$Ptl.On J1A.Sr1 Wn 1
pY)IN 1M At i•YP ul rq Cellgny NA Inf RfpHvlron NI Idle IMrNn NI NrN�n Wn Ip
• MY rnnnnatwn E•wm __
jAnu
St...n1 WARh SnftoN
A
� RN.d.nE N_, T'ACGY _
—...11..Y.a1jp.&10hilloLL Anna l S«+PWt nl ,M UNKto PAGFIC INSUAANCt COMPANY on M,Pt,wr,.ly INI IMP
wI11w•nIf IMMe•M • I.u••M p.INI fupr nr Y P"Al"' Idnh P.«.Il W by rA UN"10 P
Io-n•b Nhal ACu1C INSURANCt CEIMPANY NmTn eA,ealNi
IX WYtNf SS WNf Rf OF,1fi•w t4•unp wl nn MHf N'UNI..tl IMP TAN bI yy CuNPPnY In.F�,_�_PN e!_ IE_
4
�,r3M�\.~1. ✓ -' Yam•/i/'J
Raa•tul fe: .) 3,, wy P9ry -
4f•, N•
•
•
•
• PART 3
CONTRACT FORMS
•
•
•
•
•
CONTRACT
• Th-iss Contract, made and entered into this W.day of
tq,4�, by and between the City of Renton, Washington, a municipal
corporation, net, .alter Called the •nuner,• and
• Howard Sch, .cht Construction Co.
.......................................................................
of ....Enum law, WA 18022
. . ... . .......... .................................
new matt er talltd the •C ontraR or,•
WITRFSSETHr
• Said Contractor, in conalgeratlon of the sum to be paid him by the said unner
and at the covenants and agreements herein contained, hereby agrees at his
Own proper cost and ekpenSe to do all the work and furnish all the materials,
tool$, labor. and all appliances, machinery. and appurtenances for
construction of the Spflrgbrook Springs loPrOyementa to the ektent Of the
proposal made by the Contractor
• Dated the ....... day Of ................... l9„,, 411 In full compliance
With the Contract Documents feferred to herein,
The "Call tar Rlds,' the "lnstruCtinna TO hiddtrs,' the atoned copy at the
'Proposal,' the 'Rid Rand,' the fully ektcUted 'rest Ormance and Payment
Rnnd,' the -General Conditions,- the "Supplementary Conditions.' the
• •S pectflc"IOna,• and the 'Plans." which consist of 5 sheets entitled •City
of Renton. WaahinOtOn - Sprtngbrook Springs ImPrOYements,' Drawing
40. C9554"1, dated December 1975, are hereby referred tO and by reference
made a part of this Contract as fully and completely ag It the same were
t41lY Set forth htreln and are mu LuallY Conperative therewith,
• In consideration Of the faithful PertorMbOe of the Work herein embraCedt as
set forth In treat Contract Documents, and In accordance Witt' the directlon
Of the Enolneer and to his satisfaction to the �.ktvnt Provided In the
COrtTACt Documents. the Omer 49te0s to Pay to the Contractor the amount hid
as adiusted in accordance with the Proposal as determined by the Contract
Documents, or as Otherwise herein provided. and Paged on the Said pr600gal
made by tht Contractor$ and to Sake such payments In the manner and at the
• times provided In the Cnntract uecuments,
The Contractor mattes ,o complete the Work Wltnln the time Specified herein
and to accept am full payment heftundef the amounts Computed as determined by
the Contract DOCUmentS and based Or, the Said Prornsal,
The Contractor a9fte6 to Indtmmify and gave harmless the UWnet from any and
• All defecTS appearing or Oevtiootnq in the materials turnished and the
Workmanship performed under this Contract tar n period of I year alter the
dale of acceptance of the work In the Contract by the Uwne•,
•
Contract
•
•
it Is ahreen the time limit tot comoletion at tt,,��he Contract, h"eea upon
the proposal, shall be the .%yM day of ....MAY....... 19//y
• In the event that ine Contractor shall fill t0 Complete the work •'thin the
time limit Of the extended time limit agreed upon. aS more particularly Set
f Ortt In the Contract Documents, liquidated damage, Shall he paid at the rate
Of $100 par day. 5gnd4y9 and legal hOlidaya shall be excl^ded In determining
days In eetault.
• In wlTarSS •hereof, we. the Parties hereto, each herewith Subscribe the
Dame this aS m day at .KG. I...., A.P.. 19 76
CITY Or/PPrtlTOm. I TOm
by
HA WIC rc�R','t1�D)S/......••.....
Howard.5.hw •, .. ............
a Cg.
Cantraetp An Ind ivtdca, t �s ip
..
Title .... :. /............
Al
Cm sadfredd Am To rm�.
• 11. Sheilah. Attorney
• • . •
Attest: by City Clerk
•
• cantrart
•
ell4U�lX?.11 �lC�ttla>t�t>�
• I CONSTRUCTION COMPANI
P.0 BOX 527 ENUMCLAW,WASHINGTON 64022 00610265377
•
Fphruary lll, 1976
• City of Renton
Municinml Building
200 Mill Ave. So.
• Rentnn, k'ashinpron 99055
Ret tinrinehronk Springs lmnrnvnmrnti;
lid.A, authoriratinn and sipnatirr faraimil—
• Attnt Lon Olson
tlrnt le"111
(ii.• Howard srhwirht t'nniiiruetion Company authorizes the+ following p. t-nna
in sign hindinp dnriment v - —.
n I aari 1 . Scnl,lcliT
in n.11litin!" .•I-r tq+r.11 !-mnloN.""m opnortunity nttiert is Jena Ii. "hvirht.
Yatiri, truly.
46
Howard Schwirhr
fw :,' 1•t 11.im••.1 IIrn. :r1 '. ,trl:.
,Ilrl nr1 'Iv
46
:..slc of 111t„ir��. <'nu,tty of h'i np.
• EQUAL QMOAT"'I'V EEvtOVER
•
•
STATE OF WASHINGTON ~
BE.:.-reENT Jc 7 ,33
ry ti
�]�3R] SC�+�LfM1 C�VST C0
a 014 $1?
LNJMCLAW aR 94022
•
}
.. 223-31
•
•
•
APPLICATION FOR W kL BUSINESS LICM
CITr DE MENTON - CITI CLEW.•5 0ifilt R..anum code all.a0 1
MRICIPAL Jk M. - 200 MILL AVE. SO. tof f lc. Like 0m1Y1
RENTON, rlk wins Etc..µ dw dtawr lee or u r pm cwn:n, data
tote of puaLMu, fa to accampny apGlacauan _
Maw /Panay! Classrfitat tan
(i1MRTAMTI ;Ti U. V. Chabt.r :. Ordlrync. 163e - Code of mhita (Rle vaN City Clerk,
S i0.CTynq. to CvpereNaDt— 4naral Jrdan icee of Me city of Mnw.� Yellow (Sate. for per r.cordel
Cot MI, Cftic., Approrv.1 Maahltoten Stake Tax e
PLEASE PRI I OR MC Ara Rt SME ALL j!mFoulT:;lu i5 Ci'P:ETf
*I. Nears• hoar_
%"i.e. Mdrua (RISI.N. Phq l
--Ma ill",ioq Mdr.aa iw. •nd StlatV (Poet -.lLCU (ilp Coll
1.
e. A1nd or W11MIe I. Detail
�. It aura W rill in. O.sigMta vMtivu Ytall,Mnlaaile, eW.l
CMck wh.trer MIt'ID{ML JMMGE' PRN M &smlp[:] or CDAp T1cm r 4at tart, title. ealdarir. add,... and
photo of wrar, w aare, or offl.ra
:. Tl• wstry.a Ma. rolrrl, Cpa,atad Ry _ -��_may. Lac. Rot
T. Nato VW tl'3r Had i MnW:. BUa1MY6 LaC.ly.?�-. ll'.Y101y RYia Mea L1Cely. Np._
A. 0p 1.q tyta ut Rue w.ta In Nentbn I:NPOPTAMT
e. in detaranLM Itcetat fee, bem IMu fi,.. loctttl octalt th. City of M.W. shell .ecluda all aw1wees Wfnsed"
MY porttub Of limit duties vltoil Eli. City.
10. C4.1. appilcabla Pic COOK let", bal.. tMert total nuaer of mwloY . ("WI.Yed in M.W.• l.lodim ovnem,
l iconµµ ft.. w.ItY. if arY, ArA total Ito dum. totem Application with paymsr.t to t,w City Clerk'. Office.
PEE CODE MSIC PEL W. UP fMkwvus LICENSE ?Tf PINkA." 10TAL act 0U[
A. - 1 eMough 5 Mp10yMa $ 20.1110 f — Lam_
■. - 5 NTough 10 m.Ployees 1o.00
. - 11 tbroegh 20 analoyeas OW.i.
D. - 21 ramrod" lee eyloYae. 120.00
PLUS, $2.50 PEP I.NLOYff 'lYEN
21
t. - 101 throuoh 200 aw,,Wyee. 12o.W
PLLS $1.15 MR EMPLOYEE OVU
101
• y. - 201 bt rot SWIM,PL'VS f1.00 MA EMPLOYEE OVER
201
ROWIoYra world., more tl,ar: on. Nnusand ail hw,=red PENALTY S:�hpWLE
(1,600) hour. wr aa,a, lncludarq legal wiltra aril IPOP&M.a for taller. W P.y wrthan 10 data, of dr datal
Vacation tilt d.r " the tw.l. (12, mcntn wtr,W µpen
Mach the 1LcenM fee is cHputed. Mali be cbnsitted De l lrgWnt 10 dayµ after dM date . . . . S\
*pNrmanMt employ"., tMee worklM 1e00 thN M. thfe- be l lt7emat 60 dayt after dW date . . . . . 10%
a. 1 -u hondx" (1.600) hoots, laclwlm 1N41 rolldaye Lrllnquent PL days of Ur dw date . . . . 15\
all .a.a I. floe ahail be cansltna tsPWr,ry smplVYees. Da,li gwmat Lao data. after due Eta . . . . 2"
;.U.Wnino the I"... pee to M w1d, the total n,anar Delinquent 150 drys or mote . . . 25%
of e.y oyr, ahAll b. c."LAd by tell., tog.th.r tM
[dabs, of ,kruanont amployeee and .h* numbal of teeP,rary
the lattkr fagot. o,apated or 1l+edan9 total
0" vurs (4rolu"m legal hoi LdeY. and Yec.cton tar)
ed by all teepb a.ployeas, by one thoue,nd us
. '.,ad (1.6001.
narrbY certify that tM statements tutnuMd by at or. this application are clot and co„lets w tie Met of my
taowledg..
t0 MDT mealMaa Wa.M. IYYW,--tI 9lgtM
IN TKI
1M J
SPAct CE NumMr � et/��,(Q iltla —
!1-Ta
•
PERFORMANCE AND PAYMENT 86V0
• BOND NUMBER
f
• KNOW ALL MEN BY THESE PRESENTS,
THAT WE, HMTARh SGHW,j CONS _ CO,
AS PRINCIPAL, AND UNITED PACIFIC INSURANCE COMPANY
A CORPORATION, ORGANIZED AND EXISTING UNDER AND BY VIRTUE. OF THE
STATE OF WAS, HINQ7YN AND LEGALLY DOING BUSINESS
IN THE STATE OF WASMINGTON. AS SURETY, APE HELD AND FIRMLY BOUND
AND OBLIGATED UNTr, THE
CITY OF RENTON, WASHINGTON
•
AS UBL.I GE F, . IN THE FULL AND JJST SUM OF ONE HUNDRED FORTY-EIGHT
THOUSAND, SIX tRINDRED FORTY-TWO-----_-__-. .----------- DOLLARS
ff�4 R,+642.00 1 , LAWFUL MONEY OF THE UNITED STATES, FOR THE
PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE DO BIND
OURSELVES. AND EACH OF OUR HEIRS, EXECUTORS AND ADMINISTRATORS,
SJCCESSORS AND ASSIGNS. JOINTLY AND SEVERALLY, FIRMLY BY THESE
PRESENTS.
THIS BOND 15 EXECUTED IN PURSUANCE OF CHAPTER 39.08, REVISED CODE
OF WASHINGTON.
THE CONDITIINS OF TH15 OBLIGATION ARE SUCH, THAT WHEREAS THE
PRINCIPAL ENTERED INTO A CERTAIN CONTRACT WITH
CITY OF j;NTON WASljjNQ.T0N
• DATED TH DAY OF
r
FOR
PROJECT a509554.A1, SPRINGBROOK SPRING IMPROVEMENTS
a G a BOND - I-
• N'
•
vOw, THEREFORE , IF THE PRINCIPAL SHALL FAITHFULLY PERFORM ALL THE
PROVISIONS OF SUCH CONTRACT AND PAY ALL LABORERS, MECHANICS, AND
SUBCONTRACTORS AND MATERIALMEN, AND ALL PERSONS WHO SHALL SUPPLY
SUCH WORK, THEN THIS OBLIGATION IS VOID, OTHERWISE TO REMAIN IN
• FULL FORCE AND EFFECT.
PROVIDED, HDWr,'ER♦ THAT THE CONDITIONS OF THIS OBLIGATION SHALL
NOT APPLY TO 1 MONEY LOANED OR ADVANCED TO THE PRINCIPAL OR TO
ANY SUBCONTRACTOR OR OTHER PERSON IN THE PERFORMANCE OF ANY SUCH
WORK.
•
SIGNED AND SEALED THIS J! DAY OF A. ✓ • j. �4 , lqz�,
(SEAL)
•
HOWARD SCHWICHT CONST. CO.
PRINCTPAI.
• UNITE AC PIC INSURANCE COMP
ANY
�44RETY
BY_ �Y �(I
SUTHERIAND MCLEAN, ATTORNEY-iN-FACT
APPROVED AS TO FORM,
•
•
•
•
P 6 P BOND -2-
W
UNITED PACIFIC I246UR.&NCE CODQF'ANY
MOMS OPPICE TACOMA WAIRMINOTON
POWER OF ATTORNEY
KNOW ALL MEN k. TNESE VRkSENIS Iny IPA UNITED PACIFIC INSURANCE CDMPANV .co.youn v qu V dW,~,.^!F•rM upot IN,
St.,.nl WERI-Awn.ep\NARA,TN\fOn\I,IYN.. ,AI
SVfHERLAND MCLEAN Dr RICHARD J, GREEN of
ENOECIAw, wASHINGTON...............................
• nunw aM 4ML,Anamry•n 4O In mN....cIII,All,And A6pr Id And on,.n IMMII aro EA nun np Maq
ANY AND ALL. BONDS AND UNDERTAKINGS OF SIIRMSHIP.-
Ind ,I Wnd A.UNITED PACIFIC INSURANCE COMPANY AAA., M h j, And le tM I.M ylw,to d wcn bong,aNl a "..,ne,.M o1M•
w.ury odyemtY.n IPA nalun IM•wl mt."AAd It,.n E•Acuuw 011-M on IPA UNITED PACIFIC INSURANCE COMPANY And wup mrl ynoned
. nY oAA.IPA of wcn AMC...AM nwMY•.bl.»aM fvnlnnn AN INt•N MAT AUWrreYNl 1-fql meY do A,pANuanp M•w,
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SECTION b1A ATTORNE VSIN FAIT
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• STATE OF wash EnetOn i'VENR',. EKlCUtI Ve V•p FMyMN mot.
COUNTY OF PlePCe I n a6,•••
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CITY OF RENTOY
RENTON WA 98055 6; ____
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2 9/76
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$148,642 Builder's Risk Coverage on Springbrook Spring Improvements
Effective: 2/16/76
Expiring: 5/16/76
This c.r6hra la n n+aad a the IetTaeu nl Its.por,a+or a a.itohdn ro d—bets,Y mad Iha tanpony wAl moJ to+uCA p.+on o,o1,0.,10ho,r,
of the odds..+J,.wn,min.of tnMallalDn ond,wMN pta,lble.nW<a.f any Inaowl+honpo w My of the 11.10bl d;drcK+.
• n
CITY OF RENTON OcM --
RENTON WA 98055 FEBRUARY 17, 1976
w
L �� /J ,.,,�i it .•
•
i
•
•
i PART 4
CONDITIONS Or THE CONTRACT
•
•
i
QENl ERAL CONDITIONS
• PAGE
C O N T E N T S
DEFINITIONS
CONTRACT DOCUMENTS . . . . . . . . 3
OWNER, ENGINEER, CONTRACTOR, BIDDER . . . . . . . . .S
CONTRACT . . . . . . . . . . . . . . . . . . . 3
SPECIFICATIONS . . . . . . . . . . . . . . . . . . 3
PLANS . . . . . . . . . . . . . . . . . . . . . . .
NOTICE . . . . . . . . . . . . . . . . . . . . A
iDAYS . . . . . . . . . . . . . . . . . . . . . . . A
AS SHOWN. AND AS INDICATED . . . . . . . . . . A
ASAPPROVED . . . . . . . . . . . . . . . . . . . . L
OREOU.L . . . . . . . . . . . . . . . . . . . . . A
SUBSTANTIAL COMPLETION . . . . . . . . . . . . . A
i CONTRACT DOCUMENTS
INTENT OF CONTRACT DOCUMENTS . . . . . . . . . . 5
DISCREPANCIES AND OM.SSIONS . . . . . . . . . . . . 5
ALTERATIONS . . . . . . . . . . . . . . . . . . . . 5
VERIFICATION AND WARRANTY . . . . . . . . . . . . 6
DOCUMENTS TO BE KEPT ON THE JOBSITE . . . . . . . . 6
i ADDITIONAL CONTRACT DOCUMENTS . . . . . . . . . . . 6
OWNERSHIP OF DRAWINGS . . . . . . . . . . . . . . . 6
THE ENGINEER
AUTHORITY OF THE ENGINEER . . . . . . . . . . . . . 6
DUTIES AND RESPONSIBILITIES OF THE ENGINEER . . . . 6
iREJECTED MATERIAL . . . . . . . . . . . . . . . . . 7
UNNOTICED DEFECTS . . . . . . . . . . . . . 7
RIGHT TO RETAIN IMPERFECT WORK . . . . . . . . . . 7
LINES AND GRADES . . . . . . . . . . . . . . . . . B
SHOP DRAWING SUBMITTAL PROCEDURE . . . . . . . . . 6
i DETAIL DRAWINGS AND INSTRUCTIONS . . . . . . . . . 9
IHE CONTRACTOR AND HIS EMPLOYEES
SUBCONTRACTING . . . . . . . . ♦ . . . . . . . . 9
INSURANCE AND LIABILITY . . . . .. . . . . . . . . . 9
INDEMNITY . . . . . . . . . . . 11
' NO PERSONAL L L.BILITY OF PUBLIC OFFICIALS . . . . . 11
TAXES AND CHARGES . . . . . . . . . . . . . . . . . 11
ORDINANCES, PERMITS, AND LICENSES . . . . . . . . . 12
SUPERINTENDENCE . . . . . . . . . . . . . . . 12
RECEPTION OF ENGINEER'S DIRECTIJNS . . . . . . . . 12
SANITATION . . . . . . . . . . . . . . . . . . . . 12
• EMPLOYEES . . . . . . . . . . . • . . . . . . . . 12
REQUIREMENTS OF WASHINGTON LAW FOR PUBLIC CONTRACTS 12
SAFETY . . . . . . . . . . . . . . . . . . . . . . 14
4-70 WA. GEN. COND.
i -1
•
GENERAL CONDITIONS
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE 'SUPPLEMENTARY
• CONDITIONS' , WHICH MAY CONTAIN MODIFICATIONS, DELETIONS, AND
ADDITION$ TO THE REQUIREMENTS OF THESE PREPRINTED 'GENERAL
CONDITIONS' .
DEFINITIONS
• CONTRACT DOCUMENTS.
THE 'CONTRACT DOCUMENTS' CONSIST OF THE BIDDING REQUIREMENTS,
CONTRACT FORMS, CONDITIONS OF THE CONTRACT, THE SPECIFICATIONS,
AND TAE PLANS, INCLUDING ALL MODIFICATIONS THEREOF INCORPORATED
INTO THE DOCUMENTS BEFORE THEIR EXECUTION, AND INCLUDING ALL
• OTHER REQUIREMENTS INCORPORATED BY SPECIFIC REFERENCE THERETO.
THESE FORM THE CONTRACT.
OWNER, ENGINEER, CONTRACTOR, BIDDER.
THE 'OWNER' 'ENGINEER' 'CONTRACTOR' , AND 'BIDDER' ARE THOSE
• NAMEO AS SUCH 1N THE CONTRACT DOCUMENTS.
CONTRACT.
THE 'CONTRACT' IS THE WRITTEN AGREEMENT COVERING THE PERFORMANCE
OF THE WORK AND THE FURNISHING OF LABOR, MATERIALS, INCIDENTAL
SERVICES, TOOLS, AND EQUIPMENT IN THE CONSTPUCTION OF THE WORK.
IT INCLUDES SUPPLEMENTAL AGREEMENTS AMENDING OR EXTENDING THE
WORK CONTEMPLATED AND WHICH MAY BE REQUIRED TO COMPLETE THE
WORK IN A SUBSTANTIAL AND ACCEPTABLE MANNER. SUPPLEMENTAL
AGREEMENTS ARE WRITTEN AGREEMENTS COVERING ALTERATIONS, AMEND-
MENTS, OR EXTENSIONS TO THE CONTRACT AND INCLUDE CONTRACT CHANGE
ORDERS.
SPECIFICATIONS.
THE TERM 'SPECIFICATIONS' REFERS TO THE TERMS, PROVISIONS, AND
REQUIREMENTS CONTAINED H,REIN. WHERE STANDARD SPECIFICATIONS,
SUCH AS THOSE OF ASTM. AaSHO, ETC. , HAVE BEEN REFERRED TO, THE.
APPLICABLE PORTIONS OF SUCH STANDARD SPECIFICATIONS SHALL BECOME
A PART OF THESE CONTRACT DOCUMENTS.
PLANS.
THE TERM 'PLANS' REFERS TO THE OFFICIAL PLANS, PROFILES, CROSS
SECTIONS, ELEVATION$, DETAILS, AND OTHER WORKING DRAWINGS AND
SUPPLEMENTARY DRAWINGS, OR REPRODUCTIONS THEREOF, SIGNED BY THE
ENGINEER, WHICH SHOW THE LOCATION, CHARACTER, DIMENSIONS, AND
DETAILS OF THE WORK TO BE -ERFORMED. PLANS MAY EITHER BE BOUND
IN THE SAME BOOK AS THE BALANCE OF THE CONTRACT DOCUMENTS OR
BOUND IN SEPARATE SETS, AND ARE A PART OF THE CONTRACT DOCUMENTS,
REGARDLESS OF THE METHOD OF BINDING.
4-74 WA. GEN. CORD.
-3-
•
CONTRACT DOCUMENTS
-------------- 7
INTENT OF CONTRACT DOCUMENTS.
• THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED
FOR BY ANY ONE SHALL OF. AS BINDING AS IF CALLED FOR BY ALL.
THE INTENT OF THE DOCUMENTS IS TO INCLUDE ALL WORK (EXCEPT
SPECIFIC ITEMS TO BE FURNISHED BY THE OWNER) , NECESSARY FOR
COMPLETION OF THE CONTRACT. MATERIALS OR WORK DESCRIBED IN
WORDS. WHICH SG APPLIED HAVE A WELL-KNOWN TECHNICAL AND TRADE
• MEANING SHALL BE HELD T❑ REFER TO SUCH RECOGNIZED STANDARDS.
DISCREPANCIES AND OMISSIONS.
ANY DISCREPANCIES OR OMISSIONS FOUND IN THE CONTRACT DOCUMENTS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE ENGINEER
• WILL CLARIFY DISCREPANCIES OR OMISSIONS, IN WRITING, WITHIN
A REASONABLE TIME.
IN RESOLVING INCONSISTENCIES AMONG TWO OR MORE SECTIONS OF
THE CONTRACT DOCUMENTS, PRECEDENCE SHALL BE GIVEN IN THE
FOLLOWING ORDER,
' CONTRACT
SUPPLEMENTARY CONDITIONS
INSTRUCTIONS TO BIDDERS
GENERAL CONDITIONS
SPECIFICATIONS
• PLANS
FIGURE DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALE
DIMENSIONS, DETAILED PLANS SHALL TAKE PRECEDENCE OVER GENERAL
PLANS.
• ALTERATIONS.
THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER CHANGES
IN THE WORK WITHIN THE GENERAL SCOPE OF THE CONTRACT BY ALTERING,
ADDING TO, OR DEDUCTING FROM THE WORK, THE CONTRACT BEING
ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER.
• THE CONDITIONS OF THE ORIGINAL CONTRACT, EXCEPT AS SPECIFICALLY
ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE.
IN GIVING INSTRUCTIONS, THE ENGINEER MAY ORDER MINOR CHANGES IN
THE WORK NOT INVOLVING EXTRA COST AND NOT INCONSISTENT WITH THE
PURPOSES OF THE PROJECT, BUT OTHERWISE, EXCEPT IN AN EMERGENCY
• ENDANGERING LIFE OR PROPERTY, ADDITIONS OR DEDUCTIONS FROM THE
WORK SHALL BE PERFORMED ONLY IN PURSUANCE OF AN APPROVED CHANGE
ORDER FROM THE OWNER, SIGNED OR COUNTERSIGNED BY THE ENGINEER,
OR A CHANGE ORDER FROM THE ENGINEER STATING THAT THE OWNER HAS
AUTHORIZED THE DEDUCTION, ADDITION, OR CHANGE AND NO CLAIM FOR
ADDITIONAL PAYMENT SHALL BE VALID UNLESS 50 ORDERED.
• IF THE WORK IS REDUCED BY ALTERATIONS, SUCH ACTION SHALL NOT
CONSTITUTE A CLAIM FOR DAMAGES BA5ED ON LOSS OF ANTICIPATED
PROFITS.
WA. GEN. COND.
_S_
•
LDNTENTSME
(CONTINUED) •
PAGE
THE CONTRACTOR AND HIS EMPLOYEES (CONTINUED)
CONTRACTOR'S TOOLS AND EQUIPMENT . . . . . . . . . 14
PROTECTION nF WORK AND PROPERTY 15 •
RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY IS
MATERIALS AND APPLIANCES . . . . . . . . . . . . 15
TESTS. SAMPLES, AND INSPECTION . . . . . . . . . . 15
ROYALTIES AND PATENTS . . . . . . . . . . . . . . . 16
UNFORESEEN DIFFICULTIES . . . . . . . . . . . . . . 16
CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE .
CONTRACT . . . . . . . . . . . . . . . . . . . . 16
CORRECTION OF DEFECTIVE WORK AFTER FINAL ACCEPTANCE 16
PROGRESS OF THE WORK
BEGINNING OF THE WORK . . . . . . . . . . . . . 17
SCHEDULES AND PROGRESS REPORTS . . . . . . . . . . 17 •
PROSECUTION OF THE WORK . . . . . . . . . . . . . . 17
ASSIGNMENT . . . . . . . . . . . . . . . . . . . . 1B
OWNER'S RIGHT TO DO WORK . . . . . . . . . . . . . 16
OWNER'S RIGHT TO TRANSFER EMPLOYMENT . . . . . . . 16
DELAYS AND EXTENSInN OF TIME . . . . . . . . . . . 19
LIQUIDATED DAMAGES . . . . . . . . . . . . . . . . 19
OTHER CONTRACTS . . . . . . . . . . . . . . . . . . 20
USE OF PREMISES . . . . . . . . . . . . . . . 20
SUBSTANTIAL COMPLETION DATE • . . . . . . . . . . 20
OWNER'S USE OF PORTIONS OF THE WORK . . . . . . . . 21
CUTTING AND PATCHING . . . . . . . . . . . . . . . 21
CLEANING UP . . . . . . . . . . . . . . . . . . . . 21
PAYMENT
PAYMENT FOR CHANGE ORDERS . . . . . . . . . . . . . 21
PARTIAL PAYMENTS . . . . . . . . . . . . . . . . . 23
CLAIMS . . . . . . . . . . . . . . . . . . . . . . 25
NOTICE OF CLAIM FOR DELA\. . . . . . . . . . . . . . 26
RELEASE OF LIENS OR CLAIMS . . . . . . . . . . . . 26
FINAL PAYMENT . . . . . . . . . . . . . . . . . . . 26
NO WAIVER OF RIGHTS . . . . . . . . . . . . . . 27
ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE 27
4-74 WA. GEN. COND.
-2-
•
DEFINITIONS, (CONTINUED)
NOTICE.
THE TERM 'NOTICE' OR THE REQUIREMENT TO NOTIFY, AS USED IN THE •
CONTRACT DOCUMENTS OR APPLICABLE STATE OR FEDERAL STATUTES, SHALL
SIGNIFY A WRITTEN COMMUNICATION DELIVERED IN PERSON OR BY
CERTIFIED OR REGISTERED MAIL TO THE INDIVIDUAL, OR TO A MEMBER
OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION FOR WHOM IT IS
INTENDED. CEkTIFIED OR REGISTERED RAIL SHALL BE ADDRESSED TO
THE LAST BUSINESS ADDRESS KNOWN TO HIM WHO GIVES THE NOTICE. •
WORK.
THE WORD 'WORK' WITHIN THESE CONTRACT DOCUMENTS SHALL INCLUDE
ALL MATERIAL, LABOR, TOOLS, AND ALL APPLIANCES, MACHINERY, TRANS-
PORTATION, AND AOPURTSNANCES NECESSARY TO PERFORM AND COMPLETE
THE CONIR4CT, AND SUCH ADDITIONAL ITEM- NOT SPECIFICALLY INDICATED
OR DESCRIBED WHICH CAN BE REASONABLY INFERRED AS BELONGING TO
THE ITEM DESCRIBED OR INDICATED AND AS REQUIRED BY GOOD PRACTICE
TO PROVIDE A COMPLETE AND SATISFACTLRY SYSTEM OR STRUCTURE. AS
USED HEREIN, 'PROVIDE' SHALL BE UNDERSTOOD TO MEAN 'PROVIDE
COMPLETE IN PLACE' , THAT IS, 'FURNISH AND INSTALL' .
DAYS.
UNLE:iS OTHERWISE SPECIFICALLY STATED, THE TERM 'DAYS' WILL BE
UNDERSTOOD TO MEAN CALENDAR DAYS.
AS SHOWN, AND AS INDICATED.
THE WORDS 'AS SHOWN' AND 'AS INDICATED' SMALL BE UNDERSTOOD TO
BE FOLLOWED THE WORDS 'O11 THE PLANS' .
AS APPROVED.
THE WORDS 'AS APPROVED' , UNLESS OTHERWISE QUALIFIED, SHALL BE
UNDERSTOOD TO BE FOLLOWED BY THE WORDS 'BY THE ENGINEER' .
OR EQUAL.
tHE TERMS 'OR EQUAL' OR 'APPROVED EQUAL' SHALL BE UNDERSTOOD TO
INDICATE THAT THE 'EQUAL' PRODUCT BE THE SAME OR BETTER THAN THE
PRODUCT NAMED IN FUNCTION, PERFORMANCE, RELIABILITY, QUALITY,
AND GENERAL CONFIGURATION. DETERMINATION OF EQUALITY IN
REFERENCE TO THE PROJECT DESIGN REQUIREMENTS WILL BF MADE BY
THE ENGINEER.
SUBSTANTIAL COMPLETION,
SUBSTANTIAL COMPLETION SHALL BE THAT DEGREE OF COMPLETION OF
THE PROJEC` OR A DEFINED PORTION OF THE PROJECT, SUFFICIENT
TO ENABLE THE OWNER, AT HIS DISCRETION, TO USE THE PROJECT OR
DEFINED PORTION OF THE PROJECT FOR THE PURPOSES FOR WHICH IT
WAS INTENDED.
4-74 WA. GEN. COND.
_A_
•
CONTRACT DOCUMENTS. (CONTINUEL)
VERIFICATION AND WARRANLY.
THE CONTRACTOR SHALL DETERMINE THE NATURE AND LOCATION OF THE •
WORK, THE GENERAL AND LOCAL CONDITIONS, AND ALL OTHER MATTERS
WHICH CAN IN ANY WAY AFFECT THE WORK U,'�ER THIS CONTRACT.
FAILURE TO MAKE AN EXAMINATION NECESSARY FOR THIS DETERPINATION
SHALL NOT RELEASE THE CONTRACTOR FROM THE OBLIGATIONS OF THIS
CONTRACT. THE CONTRACTOR WARRANTS THAT NC VERBAL AGRECMENT OR
CONVERSATION WITH ANY OFFICER, AGENT, OR EMPLOYEE OF THE OWNER,
OR WITH T.4E ENGINEER, EITHER BEFORE OR AFTER THE EXECUTION OF
THIS CONTRACT, HAS AFFECTED OR MODIFIED ANY OF THE -ER", OR
OBLIGATIONS HEREIN CONTAINED.
DOCUMENTS TO EE KEPT ON THE JOBSITE.
THE CONTRACTOR SHALL KEEP ONE COPY OF THE CONTRACT DOCUMENTS ON S
THE JOBSITE. IN GOOD ORDER AVAILABLE TO THE ENGINEER AN_ TO
HIS REPRESENTATIVES.
ADDITIONAL CONTRACT DOCUMENT...
THE ENGINEER WILL FURNISH TO THE CONTRAC. R, ON REQUEST AND FREE •
OF CHARGE, SIX COPIES OF THE CONTRACT DOCUMENTS AND SIX SETS OF
FULL-SIZE PLANS, ADDITIONAL COPIES OF CONTRACT DOCUMENTS OR
PLANS MAY BE OBTAINED ON REQUEST BY PAYING THE ACTUAL COST OF
REPRODUCING THE CONTRACT DOCUMENTS OR PLANS.
OWNERSHIP OF DRAWINGS.
ALL PLANS, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF FURNISHED
BY THE ENGINEER ARE HIS PROPERTY. THEY ARE NOT TO BE USED ON
OTHER WORK AND, WITH THE EXCEPTION OF THE SIGNED CONTRACT SET,
ARE TO BE RETURNED TO HIM ON REQUEST AT THE COMPLETION OF THE
WORK. ALL MODELS ARE THE PROPERTY OF THE OWNER.
THE ENGINEER
AUTHORITY OF THE ENGINEER.
THE ENGINEER SHALL BE THE OWNER'S REPRESENTATIVE DURING THE •
CONSTRUCTION PERIOD. HIS AUTHORITY AND RESPONSIBILITY SHALL BE
LIMITED TO THE PROVISIONS SET FORTH IN THESE CONTRACT DOCUMENTS.
THE ENGINEER SHALL HAVE THE AUTHORITY TO REJECT WORK AND MATERIALS
WHENEVER SUCH REJECTION MAY BE NECESSARY TO INSURE EXECUTION OF
THE CONTRACT IN ACCORDANCE WITH THE INTENT OF THE CONTRACT
DOCUMENTS.
DUTIES AND RESPONSIBILITIES OF THE ENGINEER,
THE ENGINEER WILL MAKE PERIODIC VISITS TO THE SITE OF THE
PROJECT TO OBSERVE THE PROGRESS AND DUALITY OF THE WORK AND
4-74 WA. GEN. CONO.
6-
THE ENGINEER.
(CONTINUED)
TO DETERMINE, IN GENERAL, IF THE WORK IS PROCEEDING IN ACCORD-
ANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. HE SHALL NOT
BE REQUIRED TO MAKE COMPREHENSIVE OR CONTINUOUS INSPECTIONS
' TO CHECK DUALITY OR QUANTITY OF THE WORK, AND HE SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES,
SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK. VISITS AND OBSERVATIONS
MADE BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF HIS
OBLIGATION TO CONDUCT COMPREHENSIVE INSPECTIONS OF THE WORK
AND TO FURNISH MATERIALS AND PERFORM ACCEPTABLE WORK, AND TO
PROVIDE ADEQUATE SAFETY PRECAUTIONS, IN CONI�HMANCE WITH THE
INTENT OF THE CONTRACT .
THE ENGINEER WILL MAKE DECISIONS, 1N WRITING. ON ALL CLAIMS OF
THE OWNER OR THE CONTRACTOR ARISING FROM INTERPRETATION OR
EXECUTION OF THE CONTRACT DOCUMENTS. SUCH DECISION SHALL BE
NECESSARY BEFORE THE CONTRACTOR CAN RECEIVE ADDITIONAL MONEY
UNDER TERMS OF THE CONTRACT CHANGES IN WORK ORDERED BY THE
ENGINEER WILL BE MADE IN COMPLIANCE WITH ARTICLE 'ALTERATIONS'.
ONE OR MORE INSPECTORS MAY BE ASSIGNED TO OBSERVE THE WORK AND
TO ACT IN MATTERS OF CONSTRUCTION UNDER THIS CONTRACT. IT IS
UNDERSTOOD THAT SUCH INSPECTORS SHALL HAVE THE POWER TO ISSUE
INSTRUCTIONS AND MAKE DECISIONS WITHIN THE LIMITATIONS OF THE
AUTHORITY OF THE ENGINEER, SUCH INSPECTION SHALL NOT RELIEVE
THE CONTRACTOR OF HIS OBLIGATIONS TO CONDUCT COMPREHENSIVE
INSPECTIONS OF THE WORK AND TO FURNISH MATERIALS AND PERFORM
ACCEPTABLE WORK, AND TO PROVIDE ADEQUATE SAFETY PRECAUTIONS,
IN CONFORMANCE WITH THE INTENT OF THE CONTRACT.
REJECTED MATERIAL.
ANY MATERIAL CONDEMNED OR REJECTED BY THE ENGINEER OR HIS
AUTHORIZED INSPECTOR BECAUSE OF NONCONFORMITY WITH THE CONTRACT
DOCUMENTS SHALL BE REMOVED AT ONCE FROM THE VICINITY OF THE
WORK BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL
NOT BE USED ON THE WORK.
UNNOTICED DEFECTS.
ANY DEFECTIVE WORK OR MATERIAL THAT MAY BE DISCOVERED BY THE
ENGINEER BEFORE THE FINAL ACCEPTANCE OF WORK, OR BEFORE FINAL
PAYMENT HAS BEEN MADE, OR DURING THE GUARANTEE P` RIOD, SHALL
BE REMOVED AND REPLACED BY WORK AND MATERIALS WHICH SHALL CON-
FORM TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. FAILURE ON
THE PART OF THE ENGINEER TO CONDEMN OR REJECT BAD OR INFERIOR
WORK OR MATERIALS SHALL NOT BE CONSTRUED TO IMPLY ACCEPTANCE
OF SUCH WORK OR MATERIALS,
RIGHT TO RETAIN ' 'FRFECT WORK.
IF ANY PART OR ORTION OF THE WORK DONE OR MATERIAL FURNISHED
UNDER THIS CONTF %CT SMALL PROVE DEFECTIVE AND NOT IN ACCORD-
ANCE WITH THE PLANS AND SPECIFICATIONS, AND IF HE IMPERFECTION
Q'74 WA, GEN. COND.
-7-
•
THE ENGINEER. (CONTINUED)
IN THE SAME SHALL NOT BE OF SUFFICIENT MAGNITUDE OR IMPORTANCE
AS TO MAKE THE WORK DANGERCUS OR UN`_UITABL£, OR IF THE REMOVAL
OF SUCH WORK WILL CREA,E CONDITIONS WHICH ARE DANGEROUS OR
UNDESIRABLE. THE OWNER SHALL HAVE THE RIGHT AND AUTHORITY TO
RETAIN SUCH WORK BUT SHALL MAKE SUCH DEDUCTIONS IN THE FINAL
PAYMENT THEREFOR AS MAY Of. JUST AND REASONABLE.
LINES AND GRADES.
LINES ANO GRADES SHALL BE ESTAB.ISHED AS PROVIDED IN SECTION
'SUPPLEMENTARY CONDITIONS' . ALL STAKES, MARKS, AND OTHER
INFORMATION SHALL BE CAREFULLY PRESERVED BY THE CONTRACTOR, AND
IN CASES OF THEIR CARELESS OR t NECESSARY DESTRUCTION OR REMOVAL
BY HIM OR HIS EMPLOYEES, SUCH STAKES. MARKS, AND OTHER INFDRMA-
T1ON WILL BE REPLACED BY THE ENGINEER AND SHALL BE AT THE
CONTRACTOR'S EXPENSE.
SHOP ORAWING SUBMITTAL PRCCEDURE.
THE CONTRACTOR SHALL SUBMIT, IN QUADRUPLICATE , TO CHE ENGINEER
FOR HIS REVIEW, SUCH SHOP DRAWINGS. ELECTRICAL DIAGRAMS, ANO
CATALOG CUTS FOR FABRICATED ITEMC AND MANUFACTURED ITEMS
(INCLUDING MECHANICAL AND ELECTRICAL EQUIPMENT) REQUIRED FOR
THE CONSTRUCTION. DRAWINGS SHALL at SUBMITTED IN SUFFICIENT
TIME TO ALLOW THE ENGINEER NOT LESS THAN IO REGULAR WORKING
DAYS FOR EXAMINING THE DRAWINGS.
THESE. DRAWINGS SHALL BE ACCURATE, DISTINCT, AND COMPLETE, AND
SHALL CONTAIN ALL REQUIRED INFORMATION. INCLUDING SATISFACTORY
IDENTIFICATION OF ITEMS, UNII�, AND ASSEMBLIES IN RELATION TO
THE CONTRACT DRAWINGS AND SPECIFICATIONS.
UNLESS 0714ERWISE APPROVED BY THE ENGINEER, SHOP DRAWINGS SHALL
BE SUBMITTED ONLY BY THE CONTRACTOR, WHO SHALL INDICATE BY A
SIGNED STAMP ON THE DRAWINGS, OR OTHER APPROVED MEANS, THAT HE
(THE CONTRACTOR) HAS CHECKED THE SHOP DRAWINGS, AND THAT THE
WORK SHOWN 15 IN ACCORDANCE WITH CONTRACT REQUIREMENTS AND HAS
BEEN CHECKED FOR DIMENSIONS AND RELATIONSHIP WITH WORK OF ALL
OTHER TRADES INVOLVED. THE PRACTICE OF SUBMITTING INCOMPLETE
OR UNCHECKED SHOP DRAWINGS FOR THE ENGINEER TO CORRECT OR
FINISH WILL NCT EE ACCEP-NBLE, AND SHOP DRAWINGS WHICH. IN THE
OPINION OF THE ENGINEER, CLEARLY INDICATE THAT THEY HAVE NOT
BEEN CHE0,ED BY THE CONTRACTOR WILL BE CONSIDERED AS NOT COMPLY-
ING WITH THE INTENT OF THE CONTRACT DOCUMENTS AND WILL BE
RETURNED TO THE CONTRACTOR FOR RESUBMISSION IN THE PROPER FORM.
WHEN THE SHOP DRAWINGS 'PAVE BEEN REVIEWED BY THE ENGINEER,
TWO SETS OF SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR
APPROPRIATELY STAMPED. IF MAJOR CHANGES OR CORRECTIONS ARE
NECESSARY, THE DRAWING MAY BE REJECTED AND ONE SET WILL BE
RETURNED TO THE CONTRACTOR WITH SUCH CHANGES OR CORRECTIONS
INDICATED. AND THE CONTRACTOR SHALL CORRECT AND RESUBMIT THE
4-74 WA. GEN. COND.
-8-
•
THE ENGINEER, (CONTINUED)
DRAWINGS, IN QUADRUPLICATE, UNLESS OTHERWISE OIREC TED BY THE
ENGINEER. NO CHANGES SHALL BE MADE BY THE r_ONTRAC TOR TO
RESUBMITTED SHOP DRAWINGS OTHER THAN THOSE CHANGES INDICATED
• BY THE ENGINEER.
THF. REVIEW OF SUCH DRAWINGS AND CATA'_OG CUTS BY THE ENGINEER
SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR
CORRECTNESS OF DIMENSIONS, FABRICATION DETAILS AND SPACE
REQUIREMENTS, OR FUR DEVIATIONS FROM THE CONTRACT DRAWINGS OR
• SPECIFICATIONS, UNLESS THE CONTRACTOR HAS CALLED ATTENTION TO
SUCH DEVIATIONS IN WRITING BY A LETTER ACCOMHANYING THE DRAW-
INGS AND THE ENGINEER APPROVES THE CHANGE OR DEVIATION IN
WRITING AT THE TIME OF SUBMISSION, NOR SHALL REVIEW BY THE
ENGINEER RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR
ERRORS IN THE SHOP DRAWINGS. WHEN THE CONTRACTOR DOES CALL
• SUCH DEVIATIONS TO THE ATTENTION OF THE ENGINEER, THE
CONTRACTOR SHALL STATE IN HIS LETTER WHETHER OR NOT SUCH
DEVI.,TIONS INVOLVE ANY DEDUCTION OR EXTRA COST ADJUSTMENT.
DETAIL DRAWINGS AND INSTRUCTIONS.
• THE ENGINEER WILL FURNISH, WITH REASONABLE PROMPTNESS,
ADDITIONAL INSTRUCTIONS BY MEANS OF DRAWINGS OR OTHERWISE,
:F, IN THE ENGINEcR'S OPINION, SUCH ARE REQUIRED FOR THE PROPER
EXECUTION OF THE WORK. ALL SUCH DRAWINGS AND INSTRUCTIONS WILL
BE CONSISTENT WITH THE CONTRACT DOCUMENTS, TRUE DEVELOPMENTS
THEREOF, AND REASONABLY INFERABLE THEREFROM.
•
THE CONTRACTOR AND HIS EMPLOYEES
_____-_________
SUBCONTRACTING.
• WITHIN 30 DAYS AFTER THE EXECUTION OF THE CONTRACT, THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE NAMES OF ALL
SUBCONTRACTORS PROPOSED FOR THE WORK, INCLUDING THE NAMES OF
ANY SUBCONTRACTORS THAT WERE SUBMITTED WITH THE PROPOSAL
THE CONTRACTOR SHALL NOT EMPLOY ANY SUBCONTRACTORS THAT THE
ENGINEER MAY OBJECT TO AS LACKING CAPABILITY TO PROPERLY
• PERFORM WORK OF THE TYPE AND SCOPE ANTICIPATED. NO CHANGES
WILL BE ALLOWED FROM THE APPROVED SUBCONTRACTOR LIST WITHOUT
APPROVAL OF THE ENGINEER.
THE CONTRACTOR AGREES THAT HE IS AS FULLY RESPONSIBLE TO THE
OWNER FOR THE ACTS AND OMISSIONS OF HIS SUBCONTRACTORS AND OF
PERSONS LITI/ER DIRECTLY OR INDIRECTLY EM-LOYED BY THEM AS HE IS
FOR THE ACTS AND OMISSIONS OF PERSONS DIRECTLY EMPLOYED BY HIM.
NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE ANY
CONTRACTUAL RELATION BETWEEN ANY SUBCONTRACTOR AND THE OWNER,
INSURANCE AND LIABILITY.
THE CONTRACTOR SHALL PROVIDE (FROM INSURANCE COMPANIES ACCEPT-
ABLE TO THE OWNER) THE INSURANCE COVERAGE DESIGNATED HEREIN-
AFTER AND PAY ALL COSTS.
• 8-711 WA. GEN. COND.
-9-
•
THE CONTRACTOR AND HIS EMPLOYEES. (CONTINUED)
BUILDERS RISK ALL RISK INSURANCE.
UNLESS OTHERWISE MODIFIED IN THE 'SUPPLEMENTARY CONDITIONS' ,
• THE CONTRACTOR SHALL SECURE AND MAINTAIN DURING THE LIFE
OF THIS CONTRACT, BUILDERS RISK ALL RISK INSURANCE COVER-
AGE FOR 100 PERCENT OF THE CONTRACT AMOUNT, SUCH INSURANCE
SHALL NOT EXCLUDE COVERAGE FOR EARTHQUAKE, LANDSLIDE, FLOOD.
COLLAPSE, OR LOSS DUE TO THE RESULTS OF FAULTY WORKMANSHIP,
AND SHALL PROVIDE FOR LOSSES TO BE PAID TO THE CONTRACTOR
• AND THE OWNER AS THEIR INTERESTS AAY APPEAR.
INSURANCE COVERAGE FOR SPECIAL CONDITIONS.
WHEN THE CONSTRUCTION 1S TO BE ACCOMPLISHED WITHIN A PUBLIC
OR PRIVATE RIGHT-OF-WAY REQUIRING SPECIAL INSURANCE COVER-
AGE, THE CONTRACTOR SHALL CONFORM TO THE PARTICULAR
REQUIREMENTS AND PROVIDE THE REQUIRED INSURANCE. THE
CONTRACTOR SHALL INCLUDE IN HIS LIABILITY POLICY ALL
ENDORSEMENTS THAT THE SAID AUTHORITY MAY REQUIRE FOR
THE PROTECTION OF ITS OFFICERS, AGENTS, EMPLOYEES, AND
INTERESTS. INSURANCE COVERAGE FOR SPECIAL CONDITIONS,
• WHEN REQUIRED, SHALL UE PROVIDED AS SET FORTH IN THE
'SUPPLEMENTARY CONDITIONS' .
INDEMNITY.
THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY, AND DEFEND THE
r OWNER, THE ENGINEER AND HIS CONSULTANTS, AND EACH OF THEIR
OFFICERS AND EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY
CLAIMS, LOSSES, OR DAMAGES ARISING OR ALLEGED TO ARISE FROM
OR DURING THE PERFORMANCE OF THE WORK DESCR'.BED HEREIN.
PROVIDED THAT SUCH LOSSES OR DAMAGES ARE NOT PROXIMATELY
• CAUSED BY THE NEGLIGENCE OR WILLFUL MISCONDUCT OF A PARTY
INDEMNIFIED HEREUNDER.
NO PERSONAL LIABILITY OF PUBLIC ❑FF.CIAL
IN CARRYING OUT ANY OF THE PROVISIONS HEREOF IN EXERCISING ANY
AUTHORITY GRANTED BY 74E CONTRACT, THERE WILL BE NO PERSONAL
LIABILITY UPON ANY PUBLIC OFFICIAL.
TAXES AND :HARGES.
THE CONTRACTOR SHALL PAY ALL STATE AND LOCAL SALES AND USE TAXES
ON ITEMS, AND IN A M.NNER AS REQUIRED BY THE LAWS AND STATUTES
OF Thi STATE OF WASHINGTON AND ITS POLITICAL SUBDIVISIONS, THE
CONTRACTOR SHALL WITHHOLD AND PAY ANY AND ALL WITHHOLDING TAXES,
WHETHER STATE OR FEDERAL, AND PAY ALL SUCIAL SECURITY CHARGES
AND ALSO ALL STATE UNEMPLOYMENT COMPENSATION CHARGES, AND PAY
OR CAUSE TO BE WITHHELD, AS THE CASE MAY BE, ANY AND ALL TAXES.
CHARGES. OR FEES OR SUMS WHATSOEVER, WHICH ARE NOW OR MAY
HEREAFTER BE REQUIRED TO BE PAID OR WITHHELD UNDER ANY LAWS.
STATE SALES TAX SHALL BE PAID ON MONTHLY PARTIAL PAYMENTS AT THE
TIME OF PAYMENT, THE STATE SALES TAX SHALL BE PAID ON THE AMOUNT
RECEIVED BY THE CONTRACTOR AND ALSO THE PERCENTAGE RETAINED By
THE OWNER.
8-?4 WA. GEN. COND.
-11-
•
FLEE, CONTRACTOR AND HIS EMPLOYEES. (CONTINUED)
ORDINANCES, PERMITS, AND LICENSES.
` 7 CONIRACTOR SMALL KEEP HIMSELF FULLY INFORMED ALL LOCAL
STATE AND ^ .:'RAL LAWS IN ANY MANNER AFFEC-ING THE
WORK HEREIN SPECIF.'_C . -E i,r._L AT ALL TIMES CDMPI.Y WITH SAID
ORDINA LACES, LAWS, 1'7D RECVL A TICKS, AND PRCTECT AND INDEMNIFY
THE OWI,ER AND ITS OFFICERS AND AGENTS AGAINST ANY CLAIM OR
LIABILITY ARISING FROM OR BASED ON THE VIOLATION OF ANY SUCH
LAWS, ORDINANCES, OR REGULATIONS. ALL PERMITS, LICENSES, AND •
INSPECTION PEES NECESSARY FOR PROSECUTION AND COMPLETION OF
THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR,
UNLESS OTHERWISE SPECIFIEO.
SUPERINTENDENCE.
THE CONTRACTOR SHALL KEEP ON THE WORK, DURING ITS PROGRESS, •
COMPETENT SUPERVISORY PERSONNEL. THE CONTRACTOR SHALL DESIGNATE,
IN WRITING, BEFORE STARTING WORK, AN AUTHORIZED REPRESENTATIVE
WHO SHALL HAVE COMPLETE AUTHORITY TO REPRESENT AND TO ACT FOR
THE CONTRACTOR, THE CONTRACTOR SHALL GIVE EFFICIENT SUPER-
VISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. THE .
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AI,L CONSTRUCTION
MEANS, METHODS, TECHNIQUES, AND PROCEDURES, AND FOR PROVIDING
ADEQUATE SAFETY PRECAUT-ONS AND COORDINATING ALL PORTIONS OF
THE WORK UNDER THE CONTRACT.
RECEPTION OF ENGINEER'S DIRECTIONS. •
THE SUPERINTENDENT, OR OTHER DULY AUTHORIZED REPRESENTATIVE OF
THE CONTRACTOR, SHALL REPRESENT THE CONTRACTOR IN AIL '.a RECTIONS
GIVEN TO HIM BY THE ENGINEER. SUCH DIRECTIONS OF MAJOR 1MPDR-
TANCE WILL BE CONFIRMED IN WRITING. ANY DIRECTION WILL BE SO
CUNFIRMED IN EACH CASE ON WRITTEN REQUEST FROM THE C,ON' ACTOR.
SANITATION.
SANITARY CONVENIENCES CONF', RMING TO STATE. AND LOCAL CODES SHAL'-
BE ERECTED AND MAINTAINED BY THE CONTRACTOR AT ALL TIMES WHILE
MEN ARE EMPLOYED ON THE WORK, AND THE USE OF SUCH 54NIIARY CON-
VENIENCES SHALL dE STRICTLY ENFORCED. THE LOCATION OF SUCH
CONVENIENCES SHALL BE AS APPROVED BY THE ENGINEER,
EMPLOYEES.
THE CONTRACTOR SHALL EMPLOY CNLY COMPETENT, SKILLFUL MEN TO DO
THE WORK, AND WHENEVER ANY PERSON SHALL APPEAR TO BE INCOMPETENT
ON "Al ACT IN A DISORDERLY OR IMPROPER MANNER, SUCH PERSON SHALL
BE Kt MOVED FROM THE WORK.
REQUIREMENTS OF WASHINGTON LAW FOR PUBLIC CONTRACTS.
WHEN THE CONTRACT DOCUMENTS CONCERN PUBLIC WORKS OF THE STATE OR
ANY COUNTY, M.UNICIPALiTY, OR POLITICAL SUBDIVISION CREA".D PY
ITS LAWS, THE APPLICABLE STATUTES OF THE STATE OF WASHINGTON <-HA;-L
4-74 WA. GEN. CUND.
-12-
•
THE CONTRACTOR AND HIS EMPLOYEES. (CONTINUED)
APPLY. FOR THIS REASON, THE FOLLOWING CHAPTERS OF THE P�VISED
CODE OF WASHINGTON, TO INCLUDE THE LATEST ADDITIONS ANC 'EV'151DNS.
ARE ::.CORPORATED BY REFERENCE AS PARTS OF THESE CONTRACI DOCUMENTS,
A. 39. 12 ICOHCERNIn'G THE PREVAILING WAGE RATES TO BE PAIO TO
JOURNEYMEN AND APPRENTICES ON PUBLIC WORKS, THE CERTIFICATES
REOUIR,D BY THE STATE IN CONTRACTS FOR PUBLIC WORKS, THE
• ARBITRATOR IN CASES OF DISPUTE OF WAGES, AND THE PENALTIES
INVOLVED IF HESE STATUTES ARE VIOLATED).
THE CONTRACTOR SHALL PAY NOT LES` 'IAN THE PREVAILING RATE
OF WAGES IN ACCORDANCE WITH WASHI..,fON RCM 39.12.020.
CERTIFICATES OF WAGE PAYMENTS BY THE CONTRACTOR SI ILL BE
• SU3MITTED TO THE CWNER IN ACCORDANCE WITH RCM 39.12.040.
WAGE CERTIFICATION FORMS SHALL BE PROVIDED By THE
CONTRACTOR.
THE PREVAILING RATE OF WAGES TO BE PAID TO ALL WORKMEN,
LABORERS, OF MECHANICS EMPLOYED IN THE PERFORMANCE OF ANY
PART OF THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE
PROVISIONS OF CHAPTER 39. 12 RCM, AS AMENDED. THE RULES
ANC RFGULATIONS OF THE OEP TMENT OF LABOR AND INDUSTRIES
AND THE SCHEDULE OF PREVAILING WAGE RATES FOR THE
LOCALITY OR LOCALITIES WHERE THIS CONTRACT WILL BE
PERFORMED AS OFTERMINED BY THE INDUSTRIAL STATISTICIAN
. OF THE DEPARTMENT OF LABOR AND INDUSTRIES, ARE By
RFFERENCE MADE A PART OF THIS CONTRACT AS THOUGH FULLY
SET FORTH HEREIN.
IN ASIAUCM AS THE CONTRACTOR WILL BE MELD RESPONCIBLE FOR
PAYING THE PREVAILING WAGES, IT 15 IMPERATIVE THAT ALL
• CONTRACTORS FAMILIARIZE THEMSELVES WITH THE CURRENT WAGE
RAT' .; BLFORE SUBMITTING BIDS BASED ON THESE SPECIFICATIONS.
IN CASE A DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES
OF WAGES FAR WORK OF A SIM1L'R NATURE AND SUCH DISPUTE
CANNOT BE 0JUSTED EY THE PARTIES `N INTEREST, INCLUDING
. LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE
REFERRED FOR ARBITRATION TO THE DIRECTOR CF THE DEPARTMENT
OF LABOR AND INDUSTRIES OF THE STATE, AND HIS DECISION
THEREIN SHALL BE FINAL AND CONCLUSIVE AND BINDING ON ALL
PARTIES INVOLVED IN THE 01SPUTE AS PROVIDED FOR BY RCW
39. 12.060 A_ AMENDED.
THE OWNER DOES NO1 GUARANTEE THAT LIBOR CAN BE PROCURED
FOR THE MINIMUM WAGES IN THE WAGE SCALE. THE RATES OF
WAGES ;_ISTED ARE MINIMUM ONLY, BELOW WHICH THE CONTRACTOR
CANNOT PAY, AND THEY DO NOT CONSTITUTE A REPRESENTATION
THAT LABOR CAN BE PROCURED OR THE MINIMUM LISTED. THE
• CONTRACTOR SHALL ASCERTAIN PEI HIMSELF THE WAGES ABOVE
THE MINIMUM SET FORTH THAT HE MAY HAVE TO PAY.
4-74 WA. GEN. COND.
_13—
•
•
THE C9NTRAC TGF AND HIS EMPLOYEE,. (coNTINUEC)
B. 39.16 (CONCERNING THE EMPLOYMENT PREFERENCE TO BE GIVEN
RESIDENTS OF THE STATE OF WASHINGTON).
C. 49.28 (CONCERNING THE DEFINITION OF A WORKING DAY, •
EMERGENCY OVERTIME PROVISIONS, THE PENALTIES AND CANCELLA-
TION OF CONTRACTS FOR VIOLATION OF THESE STATUTES).
IT IS UNDERSTOOD AND .AGREED THAT ALL PARTIES TO THIS CONTRACT
SHALL DETERMINE THE CONTENTS OF THESE APPLICABLE STATUTES
AND COMPLY WITH THEIR PROVISIONS THROUGHOUT THE PERFORA- •
ANCE OF THE CONTRACT.
SAFETY.
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDIT?ltlS OF THE JOBSITE, INCLUDING SAFETY OF ALL PERSON- AND •
PROPER DURING PERFORMANCE OF THE WORK. THIS REGUIREMEN. WILL.
APPLY OJNTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
SAFETY PROVISIONS SHALL CONFORM TO THE APPLICABLE FEDERAL, STATE.
COUNTY, AND LOCAL LAWS. ORDINANCES, AND CODES. WHERE ANY OF
THESE ARE IN CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL BE
FOLLOWED. •
THE CONTRACTOR SHALL MAINTAIN AT HIS OFFICE OR OTHER WELL-KNOWN
PLACE AT THE JOBSITE. ALL ARTICLES NECESSARY FOR GIVING FIRST-
AID TO THE INJURED, AND SHALL ESTABLISH THE PROCEDURE FOR THE
IMMEDIATE REMOVAL TO A HOSPITAL OR A DOCTOR'S CARE OF PERSONS
(INCLUDING EMPLOYEES) WHO MAY BE INJURED ON THE JOBSITE. •
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION RF.VIE1. OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF
THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON. OR NEAR
THE CONSTRUCTION SITE.
•
IF DEATH OR SERIOUS INJURIES OR SERIOUS DAMAGES ARE CAUSED, THE
ACCIDENT SHALL BE REPORTED IMMEDIATELY BY TELEPHONE OR MESSENGER
TO BOTH THE ENGINEER AND THE OWNER. IN ADDITION, THE CONTRACTOR
MUST PROMPTLY REPORT IN WRITING TO THE ENGINEER ALL ACCIDENTS
WHATSOEVER ARISING OUT OF. OR IN CONNECTION WITH. THE PERFORMANCE
OF THE WORK WHETHER ON, OR ADJACENT TO, THE SITE. GIVING FULL •
DETAILS AND STATEMENTS OF WITNESSES.
IF ANY CLAIM IS MADE BY ANYONE AGAINST THE CONTRACTOR OR ANY
SUBCONTRACTOR ON ACCOUNT OF ANY ACCIDENT, TH= CONTRACTOR SHALL
PROMPTLY REPORT THE FACTS IN WRITING TO THE ENGINEER, GIVINU
FULL DETAILS OF THE CLAIM. •
CONTRACTOR'S TOOL'. AND EQUIPMENT.
THE CONTRACTOR'S TOOLS AND EQUIPMENT USED ON THE WORK SHALL BE
FURNISHED IN SUFFICIENT QUANTITY AND OF A CAPACITY AND TYPE THAT
WILL SAFELY PERT ORM THE WORK SPECIFIED. AND SHALL BE MAINTAINED •
AND USED IN A MANNER THAT WILL NOT CREATE A HAZARD TO PERSONS OR
PROPERTY, OR CAUSE A DELAY IN THE PROGRESS OF THE WORK.
4-74 WA. GEN. COND.
-14-
•
•
THE CONTRACTOR AND HIS EMPLOYEES. tCONTINUED>
BUILDERS RISK ALL RISK INSURANCE.
UNLESS OTHERWISE MODIFIED IN THE 'SUPPLEMENTARY CONDITIONS' ,
• THE CONTRACTOR SHALL SECURE AND MAINTAIN DURING THE LIFE
OF THIS CONTRACT, BUILDERS RISK ALL RISK INSURANCE COVER-
AGE FOR 100 PERCENT OF THE CONTRACT AMOUNT. SUCH INSURANCE
SHALL NOT EXCLUDE COVERAGE FOR EARTHQUAKE, LANDSLIDE, FLOOD,
COLLAPSE, OR LOSS DUE TO THE RESULTS OF FAULTY WORKMANSHIP,
AND SHALL PROVIDE FOR LOSSES TO BE PAID TO T-E CONTRACTOR
• AND THE OWNER AS THEIR INTERESTS MAY APPEAR.
INSURANCE COVERAGE FOR SPECIAL CONDITIONS.
WHEN THE CONSTRUCTION IS TO BE ACCOMPLISHED WITHIN A PUBLIC
OR i9 IVATE RIGHT-OF-MAY REQUIRING SPECIAL INSURANCE COVER-
AL.. THE CONTRACTOR SHALL CONFORM TO THE PARTICULAR
REQUIREMENTS AND PROVIDE THE REQUIRED INSURANCE. THE
CONTRACTOR SHALL INCLUDE IN HIS LIABILITY POLICY ALI
ENDORSEMENTS THAT THE SAID AUTHORITY MAY REQUIRE FOR
THE PROTECTION OF ITS OFFICERS, AGENTS, EMPLOYEES, AND
INTERESTS. INSURANCE COVERAGE FOR SPECIAL CONDITIONS.
• WHEN REQUIRED. SHALL BE PROVIDED AS SET FORTH 1N THE
'SUPPLEMENTARY CONDITIONS' .
INDEMNITY.
• THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY, AND DEFEND THE
OWNER, THE ENGINEER AND HIS CONSULTANTS, AND EACH OF THEIR
OFFICERS AND EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY
CLAIMS, LOSSES, OR DAMAGES ARISING OR ALLEGED TO ARISE FROM
OR DURING THE PERFORMANCE OF THE WORK DESCRIBED HEREIN,
PROVIDED THAT SUCH LOSSES OR DAMAGES ARE NOT PROXIMATELY
CAUSED BY THE NFGLIC _NCE OR WILLFUL MISCONDUCT OF A PARTY
INDEMNIFIED HEREUNDER.
NO PERSONAL LIABILITY OF PUBLIC OFFICIALS.
IN CARRYING OUT ANY OF THE PROVISIONS HEREOF IN EXERCISING ANY
AUTHORITY GRANTED BY THE CONTRACT, THERE WILL BE NO PERSONAL
LIABILITY UPON ANY PUBLIC OFFICIAL.
TAXES AND CHARGES.
THE CONTRACTOR SHALL PAY ALL `TATE AND LOCAL SALES AND USE TAXES
ON ITEMS, AND IN A MANNER AS REQUIRED BY THE '_AWS AND STATUTES
OF THC ,TATE OF WASH NGTON AND ITS POLITICAL SUBDIVISIONS. THE
CONTRACTOR SHALL WITHHOLD AND PAY ANY AND ALL WITHHOLDING TAXES,
WHETHER STATE OR FEDERAL , AND PAY ALL SOCIAL SECURITY CHARGES
AND ALSO ALL STATE UNEMPLOYMENT COMPENSATION CHARGES, AND PAY
OR CAUSE TO BE WITHHELD, AS THE CASE MAY BE, ANY AND ALL TAXES.
CHARGES, OR FEES OR SUMS WHATSOEVER, WHICH ARE NOW OR MAY
HEREAFTER BE REQUIRED TO BE PAID OR WITHHELD UNDER A14Y LAWS.
STATE SALES TAX SHALL BE PAID ON MONTHLY PARTIAL PAYMENTS AT THE
TIME OF PAYMENT. THE STATE SALES TAX SHALL BE PAID ON THE AMOUNT
RECEIVED BY THE CONTRACTOR AND AL50 THE PERCENTAGE RETAINED EY
THE OWNER.
8-74 WA. GEN. CONO.
-11-
•
THE CONTRACTOR AND HIS EMPLOYECS. (CONTINUED:
APPLY. FOR THIS REASON, THE FOLLOWING CHAPTERS OF THE REVISED
CODE OF WASHINGTON, TO INCLUDE THE LATEST ADD1' ICNS AND REVISIONS.
• ARE INCORPORATED BY REFERENCE AS PARTS OF THESE CONTRACT DOCUMENTS,
A. 39. 12 (CONCERNING THE PREVAILING WAGE RATES TO BE PAID TO
JOURNEYMEN AND APPRENTICES ON PUdLIC WORKS, THE CERTIFICATES
REQUIRED BY I4E STATE IN CONTRACTS FOR PUBLIC WORKS, THE
• ARBITRATOR 1N CASE; OF DISPUTE OF WAGES, AND THE PENALTIES
INVOLVED IF THESE STATUTES ARE VIOLATED) .
THE CONTRACTOR SHALL PAY NOT LESS THAN THE PREVAILING RATE
OF WAGES IN ACCORDANCE WITH WASHINGTON RCW 39.12.02C .
CERTIFICATES JF •u AGE PAYMENTS BY THE CONTRACTOR SHALL BE
• SUBMITTED TO THE JV'NER IN ACCORDANCE WITH RCW 39.12.040.
WAGE CERTIFICAT70N FORMS SHALL BE PROVIDED BY THE
CONTRACTOR.
THE PREVAILING RAl OF WAGES TO Bt ?AID TO ALL WORKMEN,
LABORERS, OR MECHANICS EMPLOYED IN THE PERFORMANCE OF ANY
• PART OF THIS CONTRACT SHALL BE IN ACCORDANCE WITH TFE
PROVISIONS OF CHAPTER 39. 12 RCW, AS AMENDED. THE RULES
AND REGULATIONS OF TIE DEPARTMENT OF LABOR AND INDUSTRIES
THE SCHEDULE OF PREVAILING WAGE RATES FOR THE
ALITY OR LOCALITIES WHERE THIS CONTRACT WILL BE
_RFORMED AS DETERMINEU BY THE INDUSTRIAL STATISTICIAN
• CF THE DEPARTMENT OF LABOR AND INDUSTRIES, ARE BY
R=FERENCE MADE A PART OF THIS CONTRACT AS THOUGH FULLY
SET FORTH HEREIN.
INASMUCH AS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR
PAYING THE PREVAILING WAGES, IT IS IMPERATIVE THAT ALL
• CONTRACTORS FAMIL10: IE THEMSELVES WITH THE CURRENT WAGE
RATES BEFORE SUBMITTING BIDS BATED ON THESE SPECIFICATIONS.
IN CASE A DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES
OF WAGES FOR WORK OF A SIMILAR NATURE AND SUCH DISPUTE
CANNOT BE ADJUSPED BY THE PARTIES IN INTEREST . INCLUDING
• LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE
REFERRED FOR ARBITRATION TO THE DIRECTOR OF THE DEPARTMENT
OF LABOR AND INDUSTRIES OF THE STATE, AND HIS DECISION
THEREIN SHALL BE FINAL AND :ONCLUSIVE AND BINDING ON ALL
PARTIES INVOLVED IN THE DISPUTE AS PROVIDED FOR BY RCW
39.12.060 AS AMENDED.
• THE OWNER DOES NOT GUARANTEE THAT LABOR CAN BE PROCURED
FOR THE MINIMUM WAGES IN THE WAGE SCALE. THE RATES OF
WAGES LISTED ARE MINIMUM ONLY, BELOW WHICH THE CONTRACTOR
CANNOT vAY, AND THEY DO NOT CONSTITUTE A REPRESENTATION
THAT LABOR CAN BE PROCURED FOR THE MINIMUM LISTED. THE
• CONTRACTOR SHALL ASCERTAIN FOR HIMSELF THE WAGES ABOVE
THE MINIMUM SET FORTH THAT HE MAY HAVE TO PAY.
4-74 WA. GEN. COND.
-13-
•
•
THE CONTRACTOR AND HIS EMPLOYEES. (CONTINUED)
PROTECTION OF WORK AND PROPERTY.
• THE CONTRACTOR SHALL AT ALL TIMES SAFELY GUP.RO 'SHE OWNER'S
PROPERTY FROM INJURY OR LOSS IN CONNECTION WITH THIS CONTRACT.
HE SHALL AT ALL TIMES SAFELY GUARD AND PROTECT HIS OWN WORK,
AND THAT OF ADJACENT PROPERTY (AS PROVIDED BY LAW AND THE CONTRACT
DOCUMENTS FROM DAMAGE. ALL PASSAGEWAYS, GUARD FENCES, LIGHTS,
AND OTHER FACILITIES REQUIRED FOR PROTECTION BY STATE OR MUNICIPAL
• LAWS AND REGULA'IONS AND LOCH- CONDITIONS,MAINTAINED. MUST BE PROVIDED AND
RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY.
IN CASE OF AN EMERGENCY WHICH THREATENS LOSS OR INJURY OF
• PROPERTY, AND/CR SAFETY OF LIFE, THE CONTRACTOR SHALL ACT, WITHOUT
PREVIOUS INSTRUCTIONS FROM THE OWNER OR ENGINEER, AS THE SITUATION
MAY WARRANT, HE SHALL NOTIFY THE ENGINEER THEREOF IMMEDIATELY
THEREAFTER. ANY CLAIM FOR COMPENSATION BY THE CONTRACTOR,
TOGE-HER WITH SUBSTANTIATING DOCUMENTS IN REGARD TO EXPENSE,
SHALL BE SUBMITTED TO THE OWNER THROUGH THE ENGINEER AND THE
• AMOUNT OF COMPENSATION SHALL BE DETERMINED BY AGREEMENT.
MATERIALS AND APPLIANCLS.
UNLESS OTHERWISE STIPULATED, THE CONTRACTOR SHALL PROVIDE AND PAY
FOR ALL MATERIALS, LABOR, WATER, TOOLS, EQUIPMENT, LIGHT, POWER,
• TRANSPORTATION, AND OTHER FACILITIES NECESSARY FOR THE
E.XECUTSON AND COMPLETION OF THE WORK.
UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW, AND
BOTH WORKMINSHIP AND MATERIALS SHALL BE OF GOOD QUALITY, THE
CONTRACTOR SHALL, IF REQUIRED, FURNISH SATISFACTORY EVIDENCE AS
• TO THE KIND AND QUALITY OF MATERIALS.
TESTS, SAMPLES, AND INSPECTION.
THE CONTRACTOR SHALL FURNISH, WITHOUT EXTRA CHARGE, THE NECESSARY
TEST PIECES AND SAMPLES , INCLUDING FACILITIES AND LABOR FOR
• OBTAINING THE SAME, AS REQUESTED BY THE ENGINEER. WHEN REQUIRED,
THE CONTRACTOR SHALL FURNISH CERTIFICATES OF TESTS OF MATERIALS
AND EQUIPMENT MADE AT THE POINT OF MANUFACTURE BY A RECOGNIZED
TES'ING LABORATORY.
THE OWNER, ENGINEER, AND AUTHORIZED GOVERNMENT AGENTS, AND THEIR
REPRESENTATIVES SHALL AT ALL TIMES HAVE ACCESS TO THE WORK WHERC-
EVER IT 15 IN PREPARATION OR PROGRESS, AND THE CONTRACTOR SHALL
PROVIDE FACILITIES FOR SUCH ACCESS AND FOR INSPECTION, INCLUDING
MAINTENANCE OF TEMPORARY AND PERMANENT ACCESS.
IF THE SPELIFICATIONS, THE ENGINEER'S INSTRUCTIONS, LAWS,
ORDINANCES, OR ANY PUBLIC AUTHORITY REQUIRE ANY WORK TO BE
SPECIALLY TESTED OR APOROVED, THE CONTRACTOR SHALL GIVE TIMELY
NOTICE OF ITS READINESS FOR INSPECTION. INSPECTIO.JS 70 BE CON-
D')CTED BY THE LNGINEER WILL BE PROMPTLY MADE , AND WHERE
4-74
WA. GEN. COND.
-15-
THC CONTRACTOR AND HIS EMPLOYEES. KONTINUED) fop
PRACTICABLE, AT THE £OURCL OF SUPPLY, 1F ANY WORK SHOULD BE
COVERED 'UP WITHOUT APPROVAL OR CONSENT OF THE ENGINEER, IT SHALL,
IF REQUIRED BY THE ENGINEER, BE UNCOVERED FOR EXAMINATION AT THE
CONTRACTOR'S EXPENSE.
RE-EXAMINATION OF QUESTIONED WORK MAY BE ORDERED BY THE ENGINEER, A
AND, 1F $0 ORDERED. THE WORK SMALL BE UNCOVERED BY THE CONTRACTOR.
IF SUCH WORK IS FOUND TO BE IN ACCORDANCE WITH THE CONTRACI
DOCUMENTS, THE OWNER WILL PAY THE COST OF RE-EXAMINATION AND
REPLACEMENT. 1F SU:H WORK IS FOUND NOT IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL CORRECT THE DEFECTIVE
WORK, AND THE COST OF RE-EXAMINATION AND CORRECTION OF THE DEFEC-
TIVE WORK SHALL BE PAID BY THE CONTRACTOR.
ROYALTIES AND PATENTS.
THE CONTRACTOP SHALL 'AY ALL ROYALTY AND LICENSE FEES, UNLESS
9. OTHERWISE SPECIFIED. HE SHALL DEFEND ALL SUITS OR CLAIMS FOR
INFRINGEMENT OF ANY PATENT RIGHTS AND SHALL SAYE THE OWNER AND
THE ENGINEER HARMLESS FROM LOSS ON ACCOUNT THEREOF.
UNFORESEEN DIFFICULTIES,
THE CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS FROM DAMAGE •
DUE TO THE NATURE OF THE WORK, THE ELEMENTS, CARELESSNESS OF
OTHER CONTRACTORS, OR FROM ANY CAUSE )MATEVER UNTIL THE COMPLE-
TION AND ACCEPTANCE OF THE WORK. ALL LOSS OR DAMAGES ARISING
OUT OF THE NATURE OF THE WORK TO BE DONE UNDER THESE CONTRACT
DOCUMENTS, OR FROM ANY UNFORESEEN OBSTRUCTION OR DEFECTS WHICH
MAY BE ENCOUNTERED IN THE PROSECUTION OF THE WORK, OR FROM THE
ACTION OF THE ELEMENTS, SHALL BE SUSTAINED BY THE CONTRACIOR.
CONTRACTOR'S RIGHT TQ.STOP WORK OR TERMINATE CONTRACT.
IF THE WORK SHOULD BE STOPPED UNDER AN ORDER OF ANY COURT OR
OTHER PUBLIC AUTHORITY FDR A PERIOD OF TMR7E MONTHS, THROUGH
NO ACT OR FAULT OF THE CONTRACTOR OR OF ANYONE EMPLOYED 91 HIM,
04 IF THE ENGINEER SHOULD FAIL TO ISSUE ANY ESTIMATE FOR PAYMENT
WITHIN IS DAYS AFTER 1T IS OUC, OR IF THE OWNER SHOULD FAIL TO
PAY THE CONTRACTOR WITHIN 30 DAYS AFTER THE TIME SPECIFIED IN
ARTICLE 'PARTIAL PAYMENTS' ANY SUM c-ERIIFIED BY THE ENGINEER,
THEN THE CONTRACTOR MAY, UPON IS DAYS' WRITTEN NOTICE TO THE
OWNER AND THE ENGINEER, STOP WORK OR TERMINATE THIS CONTRACT
AND RECOVER FROM THE OWNER PAYMENT FOR ALL WORK EXECUTED AND
ANY LOSS SUSTAINED UPON ANY PLANT OR MA'ERIAL AND REASONABLE
PROFIT, UNLESS SAID DEFAULT HAS BEEN REM%DIED WITHIN SAID TIME.
CORRECTION OF DEFECTIVE WORK AFTER FINAL ACCEPTANCE.
THE CONTRACTOR HEREBY AGREES TO MAKE, At MIS OWN EkPENSE, ALL
REPAIRS OR REPLACEMENT$ NECESSITATED BY DEFECTS IN MATERIALS OR
WORKMANSHIP, SUPPLIED UNDER TERMS OF THIS CONTRACT, WHICH
2ECOME EVIDENT WITHIN ONE YEAR AFTER THE DATE OF FINAL ACCEPT-
ANCE OF THE WORK. THE CONTRACTOR FURTHER ASSUMES RESPONSIBILITY
4"4 WA. GEN. CONO.
-ib-
• THE CONTRACTOR AND HIS EMPLOYEES. (CONTINUED)
FOR A SIMILAR ONE-YEAR GUARANTEE FOR ALL WORK AND MATERIALS
PROVIDED BY SUBCONTP'.._TORS OR MANUFACTURERS OF PACKAGED EQUIP-
MENT COMPONENTS. T"E FFFECTIVE DATE FOR THE START OF THE
• GUARANTEE OR WARRANTY PERIOD FOR EQUIPMENT QUALIFYING AS
SUBSTANTIALLY COMPLETE 15 DEFINED IN ARTICLE 'SUBSTANTIAL
COMPLETION'. THE CONTRACTOR ALSO AGREES TO HOLD THE OWNER HARM-
LESS FROM LIABILITY OF ANY KIND ARISING FROM DAMAGE DUE TO SAID
DEFECTS. THE CONTRACTOR SHALL MAKE ALL REPAIRS AND REPLACEMENTS
PROMPTLY UPON RECEIPT OF WRITTEN ORDER FOR SAME FROM THE OWNER.
• IF THE CONTRACTOR FAILS TO MAKE THE REPAIRS AND REPLACEMENTS
PROMPTLY, THE OWNER MAY DO THE WORK, AND THE CONTRACTOR AND IS
SURETY SHALL BE LIABLE FOR THE COST THEREOF. ANY ADDITIONAL
REQUIREMENTS FOR THE PROJECT RELATIVE TO CORRECTION OF DEFECTIVE
WORK AFTER FINAL ACCEPTANCE ARE SET FORTH IN THE 'SUPPLEMENTARY
CONDITIONS' .
• PRUGRESS-OF THE_WORK
BEGINNING OF THE •OAK.
BEFORE WO:.K SHALL BE STARTED AND MATERIALS ORDERED, THE CONTRACTOR
• SHALL MEET AND CONC' LT WITH THE OWNER AND/OR ENGINEER RELATIVE TO
MATERIALS, EQUIPMENT, AND ALL ARRANGEMENTS FOR PROSECUTING THE
WORK .
CHEDVLES AND PROGRESS REPORTS,
• PRIOR TO STARTING THE CONSTRUCTION, THE CONTRACTOR SMALL FURNISH
THE ENGINEER FOR HIS REVIEW, IF REQUESTED, A SCHEDULE OR
SCHEDULES OF EXPECTED PROGRESS OF THE JORK UNDER THE CONTRACT,
SHOWING APPROXIMATELY THE DATES ON MHICH EACH PART OR DIVISION
OF T'iE WORK IS EXPECTED TO BE STARTED AND FINISHED. THE PROGRESS
SCHEDULES SHALL BE SUBMITTED REGULARLY AND SHALL COVER A TIME,
• PERIOD SATISFACTORY TO THE ENCINEER, THE CONTRACTOR SHALL ALSO
FORWARD TO THE ENGINEER, IF REQUESTED, AS SOON AS PRACTICABLE
AFTER THE FIRST DAY OF EACH MONTH. A SUMMARY REPORT OF THE
PROGRESS OF THE VARIOUS PARTS OF THE WORK UNDER THE CONTRACT IN
THE SHOPS AND IN THE FIELD, STATING THE EXISTING STATUS, RATE
OF PRO RES$, ESTIMATED TIME OF COMPLETION, AND CAUSE OF DELAY,
IF ANY. IF THE WORK IS BEHIND THE SUBMITTED SCHEDULE. THE CON-
1RACTOR SHALL SUOMI ! IP WRITING A FLAN ACCEPTABLE. TO THE OWNER
AND ENGINEER FOR BRINGING THE WORK VP TO SCHEDULE.
PROSECUTION OF THE WORK.
• IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT THE TIME OF BEGINNING,
RATE OF PROGRESS. AND TIME OF COMPLETION OF THE WORK ARE THE
ESSENCE OF THIS CONTRACT. THE WORK SHALL BE PROSECUTED AT SUCK
TIME, AND IN OR ON SUCH DAFT OR PARTS OF THE PROJECT AS MAY BE
REQUIRED, TO COMPLETE THE 'ROJECT AS CONTEMPLATED IN THE CONTRACT
DOCUMENTS AND THE APPROVLD CONSTRUCTION SCHEDULE.
•
IF THE CONTRACTOR DESIRES TO CARRY ON WORK AT NIGHT OR OUTSIDE
THt REGULAR HOURS, HE SHALL GIVE TIMELY NOTICE TO THE ENGINEER
TO ALLOW SATISFACTORY ARRANGEMENTS TO BE HADS FOR INSPECTING IRE
WORK IN PROGRESF.
f-7f •�. GEN. COND.
-IT-
PROGRESS OF THE WORK, (CONTINUED) •
ASSIGNMENT.
NEITHER PARTY TO IME CONTRACT SHAI ' ASSIGN THE CONTRACT OR SUBLET
IT AS A WHOLE, WITHOUT THE WRITTEN CONSENT OF THE OTHER, NOR
SHALL. THE CONTRAC' R ASSIGN ANY MONIES DUE OR TO BECOME DUE TO •
HIM HEREUNDER WI T THE PREVIOUS WRITTEN CONSENT OF THE OWNER.
OWNER'S RIGHT TO DO WCRK.
IF THE CONTRACTOR SHOULD, IN THE OPINION OF THE ENGINEER, NEGLECT
TO PROSECUTE THE WORK PROPERLY OR SHOULD NEGLECT OR REFUSE AT
HIS OWN COST TO TAKE UP AND REPLACE WORK AS SHALL HAVE BEEN
REJECTED BY THE ENGINEER. THEN THE OWNER SHALL NOTIFY THE SURETY
COMPANY OF THE CONDITION, AND AFTER 10 DAYS' WRITTEN NOTICE TO
THE CONTRACTOR AND THE SURETY COMPANY, OR WITHOUT NOTICE IF AN
EMERGENCY OR DANGER TO THE WFIRK OR PUBLIC EXISTS, AND WITHOUT
PREJUDICE TO ANY OTHER RIGHT WHICH THE OWNER MAY HA' E UNDER Tl:E •
-ONTRACT, TAKE OVER THAT PORTION OF THE WCRK WHICH HAS BEEN
IMPROPERLY EXECUTEC AND MAKE GOOD THE DEFICIENCIES AND DEDUCT
THE COST THEREOF FROM THE PAYMENTS THEN OR 'aEREAF7ER DUE THE
CONTRACTOR.
OWNER'S RIGHT TO TRANSFER EMPLOYMENT. •
If THE CONTRACTOR SHOULD ABANDON THE WORK OR '�HOULO BE ADJUDGED
BANKRUPT, OR IF HE SHOJL.D MAKE A GENERAL ASSIGNMENT FOR THE
BENEFIT OF HIS CREDITORS, OR IF A RECEIVER SHOULD BE APPOINTED
ON ACCOUNT OF HIS INSOLVENCY, OR IF HE SHOULD PERSISTENTLY OR
REPEATEDLY REFUSE OR SHOULD FAIL. EXCEPT IN CASES FOR WHICH •
EXTENSION OF TIME 1S PROVIDED, TO SUPPLY ENOUGH PROPERLY SKILLED
WORKMEN OR PROPER MATERIALS, OR IF HE SHOULD FAIL TO MAKE PROMPT
PAYMENT TO SUBCONTRACTORS FOR MATERIAL OR LABOR, 7R PERSISTENTLY
DISREGARD LAWS, ORDINANCES, OR THE INSTRUCTIOI'S OF THE ENGINEER,
OR 0' ERWILE BE GUILTY OF A SUBSTANTIAL VIOLATION '.F ANY
PROVISION OF THE CONTRACT OR XOY LAWS OR ORDINANCE, THEN THE
OWNER IAY, WITHOUT PREJUDICE TO AN' OTHER RIGHT OR REMEDY, AND
AFTER GIVING THE CONTRACTOR AND SURETY SEVEN DAYS' WRITTEN
NOTICE, TRANSFER THE EMPLOYMENT FOR SAID WORK FROM THE CONTRAC-
TOR TO THE SURETY. UPON RECEIPT IF SUCH 1,JTICE. SUCH SURETY
SHALL ENTER UPON THE PREMISES ANO TAKE POSSESSION OF ALL MATE-
RIALS, TOOLS. AND APPLIANCES THEREON FOR THE PURPOSE OF •
COMPLETING THE WORK INCLUDED UNDER THIS CONTRACT AND EMPLOY, BY
CONTRACT OR OTHERWISE. ANY PERSON OR PERSONS TO FINISH THE WORK
AND PROVIDE THE MATERIALS THEREFOR, IN ACCORDANCE WITH TYE
CONTRACT DOCUMENTS, WITHOUT TERMINATION OF THE CONTINUING FULL
FORE AND EFFECT OF THIS CONTRACT. 1N CASE OF SUCH TRANSFER OF
EMPLOYMENT TO SUCH SURCTY. THE SURETY SHALL BE PAID IN ITS OWN •
NAME ON ESTIMATES ACCORDING TO THE TERMS HEREOF WITHOUT ANY
RIGHT OF THE CONTRACTDR TO MAKE ANY CLAIM FOR THE SAME OR ANY
PART CHEREOF.
IN LIEU OF THE FOREGOING, IF THE OWNER SO ELECTS, HE MAY
TERMINATE THE EMPLOYMENT OF THE CONTRACTOR AND TAKE POSSESSION •
OF THE PREMISES AND OF ALL MATERIALS. TOOLS, AND APPLIANCES
4. 74 WA. GEN. COND.
-IB-
•
PROGRESS OF THE WORK. (CO' INUED)
THEREON AND FINISH THE WORK BY WHA'i EVER METHOD HE MAY DEEM
EXPEDIENT, IN SUCH CASE, THE CONTRACTOR SHALL. NOT BE ENTITLED
TO RECEIVE ANY FURTHER PAYMENT UNTIL THE WORK IS FINISHED. IF
THE. EXPENSE OF COMPLETING THE CONTRACT, INCLUDING COMPENSATION
FOR ADDITIONAL MANAGERIAL AND ADMINISTRATIVE SERVICES, SHALL
EX:EED SUCH UNPAID BALANCE, THE CONTRACTOR SHALL PAY THE
DIFFERENCE TO THE OWNER.
DELAYS AND EXTENSION OF TIME.
IF THE CONTRACTOR IS DELAYED IN THE PROGRESS OF THE WORK BY ANY
ACT OR NEGLECT OF THE OWNER OR THE ENGINEER, OR BY ANY SEPARATE
CONTRACTOR EMPLOYED BY THE OWNER, OR BY STRIKES, LOCKOUTS, FIRE,
UNUSUAL WEATHER CONDITIONS, OR UNAVOIDABLE CASUALTIES, THE
CONTRACTOR SHALL , WITHIN ♦S HOURS OF THE START OF THE OCCURRENCE,
GIVE NOTICE TO THE OWNER OF THE CAUSE OF THE POTENTIAL DELAY AMC)
AN ESTIMATE OF THE POSSIBLE TIME EXTENSION INVOLVED. WITHIN
SEVEN DAYS AFTER THE CAUSE OF DELAY HAS BEEN REMEDIED, THE
CONTRACTOR SHALL GIVE NOTICE TO THE OWNER OF ANY ACTUAL TIME
EXTENSION REQUESTED AS A RESULT OF THE AFOREMENTIONED OCCURRENCE.
• NO EXTENSION OF TIME WILL BE CONSIDERED FOR WEATHER CONDITIONS
NORMAL TO THE I'S,1 IN WHICH THE WORK IS BEING PERFORMED. UN-
USUAL WEATHER CONDITIONS, IF DETERMINED BY THE ENGINEER. TO RE
OF A SLVERITY THAT WOULD STOP ALL PROGRESS OF THE WORK. MAY BE
CONSIDERED AS CAUSE FOR AN EXTENSION OF CONTRACT COMPLETION
TIME.
DELAYS IN DELIVERY ' EO'IIPMENT OR MATERIAL PURCHASED BY THE
CONTRACTOR OR HIS -ONTRACTORS (INCLUDING OWNER-SELECTED
EQUIPMENT) SHALL NC 3E CONSIDFRED AS A JUST CAUSE FOR DELAY.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOH THE TIMELY ORDER-
✓ ING, SCHEDULING. EXPEDITING, DELIVERY, AND INSTALLATION OF AL'.
EQUIPMENT AND MATERIALS.
WITHIN A REASONABLE PERIOD AFTER THE CONTRACTOR SUBMITS TO THE
OWNER A WRITTEN REQUEST FOR AN EXTENSION OF TIME. THE ENGINEER
WILL PRESENT HIS WRITTEN OPINION TO THE OWNER AS TO WHETHER AN
EXTENSION OF TIME 1S JUSTIFIED, AND, IF $0. MIS RECOMMENDATION
AS TO THE NUMBER nF DAYS FOR TIME EXTENSION. THE OWNER WILL
MAKE THE FINAL DECISION ON ALL REQUESTS FOR EXTENSION OF TIME.
IN NO EVENT SMALL THE CONTRACTOR BE ENTITLED UNDER THIS CONTRACT
• TO COLLECT OR RECOVER ANY DAMAGES, LOSS, OR EXPENSE INCURRED BY
ANY DELAY OTHER THAN AS CAUSED BY THE OWNER AS STIPULATED IN
ARTICLE 'NOTICE OF CLAIM KOR DELAY' .
LIQUIDATED DAMAGES.
SHOULD THE CONTRACTOR FAIL TO COMPLETE THE WORK, OR ANY PART
THEREOF, IN THE TIME AGREED UPON IN THE CONTRACT OR WITHIN SUCH
EXTRA TIME AS MAY H4VE BEEN ALLOWED FOR DELAYS BY EXTENSIONS
GRANTED AS PROVIDED IN THE CONTRACT, THE CONTRACTOR SMALL
REIMBURSE THE OWNER FOR THE ADDITIONAL EXPENSE AND DAMAGE FOR
WA. GEN. COND.
4-74 l9-
PROGRESS OF THE WORK. cwNTlNueol
EACH CALENDAR DAY, SUNDAYS AND LEGAL HOLIDAYS EXCLUDED, THAT THE
CONTRACT REMAINS UNCOMPLETED AFTER THE CONTRACT COMPLETION DATE.
IT I5 AGREED THAT THE AMOUNT OF SUCH ADDITIONAL EXPENSE AND
DAMAGE INCURRED BY REASON OF FAILURE TO COMPLETE THE WORK IS THE
OER DIEM RATE AS STIPULATED IN THE CONTRACT. THE SAID AMOUNTS
ARE HEREBY AGREED UPON AS LIQUIDATED DAMAGES FOR THE LOSS TO
THE OWNER ON ACCOUNT OF EXPENSE DUE TO THE EMPLOYMENT OF ENGINEERS.
INSPECTORS, AND OTHER EMPLOYEES AFTER THE EXPIRATION OF THE TIME
OF COMPLETION, AND ON ACCOUNT OF THE VALUE OF THE OPERATION OF
THE WORKS DEPENCENT THEREON. IT IS EXPRESSLY UNDERSTOOD AND
AGREEC THAT THIS AMOUNT IS NOT TO BE CONSIDERED IN THE NATURE OF
A PENALTY, BUT AS LIQUIDATED DAMAGES WHICH HAVE ACCRUED AGAINST
THE CONTRACTOR, AND THE OWNER IS AUTHORIZED TO DEDUCT THE AMOUNT
OF SUCH DAMAGES FROM ANY MONIES DUE THE CONTRACTOR FOR WORK
PER. ORMED OR MATERIAL rURNISHED UNDER THIS CONTRACT, AND THE
CONTRACTOR AND HIS SURETIES SHALL BE LIABLE FOR ANY EXCESS.
OTHER CONTRACTS.
THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNEC-
TION WITH THIS WORK. THE CONTRACTOR SHALL AFFORD OTHER
CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND
STORAGE OF THEIR MATERIALS AND THE EXECUTION OF THEIR WORK AND
SHALL PROPERLY CONNECT AND COORDINATE HIS WORK WITH THEIRS,
IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS. :OF. PROPER EXECUTION
OR RESULTS, UPON THE WORK OF ANY OTHER CONTRACTOR, THE CONTRACTOR
SHALL INSPECT AND PROMPTLY REPORT TO THE ENGINEER ANY DEFECTS IN
SUCH WORK THAT RENDER IT UNSUITABLE FOR SUC- PROPER EXECUTION
AND RESULTS. HIS FAILURE TO $O INSPECT AND REPORT SHALL CONSTI-
TUTE AN ACCEPTANCE OF THE OTHER CONTRACTOR'S WORK AS FIT AND
PROPER FOR THE RECEPTION OF HIS WORK, EXCEPT AS TO DEFECTS
WHICH MAY DEVELOP IN THE OTHER CONTRACTOR'S WORK AFTER EXECUTION
OF HIS WORK.
USE OF PREMISES.
:HE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, THE STORAGE OF
MATERIALS, AND THE. OPERAT:ON OF HIS WORKMEN TO LIMITS SHOWN ON
THE PLANS OR INDICATED BY LAW, ORDINANCES, PERMITS, OR DIREC-
TIONS OF THE ENGINEER, AND SHALL NOT UNREASONABLY ENCUMBER THE
PREMISES WITH HIS MATERIALS. THE CONTRACTOR SHALL PROVIDE, AT
HIS OWN EXPENSE, THE NECESSARY RIGHTS-OF-WAY AND ACCESS TO THE
WORK WHICH MAY BE REQUIRED OUTSIDE THE LIMITS OF THE OWNER'S
PROPERTY,
THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE STRUC- •
TURE TO BE LOADED WITH A WEIGHT THAT WILL ENDANGER ITS SAFETY,
SUBSTANTIAL COMPLETION DATE.
THE ENGINEER MAY, AT HIS SOLE DISCRETION, ISSUE A WRITTEN NOTICE
OF SUBSTANTIAL COMPLETION FOR THE PURPOSE OF ESTABLISHING THE
STARTING DATE FOR SPECIFIC EQUIPMENT GUARANTEES, AND TO
WA. GEN. COND.
6-75 -20-
FROGRcS5 OF THE WORK. (CONTINUED)
ESTABLISH THE DATE THAT THE OWNER WILL ASSUME THE RESPONSIBILITY
FOR THE COST OF OPERATING SUCH EGUIPMENT. SAID NOTICE SHALL NOT
BE CONSIDERED AS FINAL ACCEPTANCE OF ANY PORTION OF -HE WORK OR
• RELIEVE THE CONTRACTOR FROM COMPLETING THE REMAINING WORK WITHIN
THE SPECIFIED TIME AND IN FULL COMPLIANCE WITH THE CONTRACT
DOCUMENTS.
OWNERS USE OF PORTION; OF THE WORK.
• THE OWNER SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE
ANY COMPLETED OR PARTIALLY COMPLETED PORTIONS OF THE WORK. SUCH
USE SHALL NOT BE CONSIDERED AS FINAL ACCEPTANCE OF ANY PORTION
OF THE WORK, NOR SHALL SUCH USE BE CONSIDERED AS CAUSE -OR ;N
EXTENSION OF THE CONTRACT COMPLETION TIME, UNLESS AUTHORIZED BY
A CHANGE ORDER ISSUED BY THE OWNER.
• CUTTING AND PATCHING.
THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF
HIS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS COME
TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK
OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY 14PLIEC BY THE
PLANS. ANY DEFECTIVE WORK OR MATERIAL, PERFORMED OR FURNISHED
BY THE CONTRACTOR, THAT MAY BE DISCOVERED BY THE ENGINEER
BEFORE THE FINAL ACCEPTANCE OF THE WORK OR BEFORE FINAL PAYPSNT
HAS BEEN MADE, SHALL BE REMOVED AND REPLACED OR PATCHED, IN A
MANNER AS APPROVED BY THE ENGINEER, AT THE EXPENSE OF THE
CONTRACTOR.
CLEANING UP.
THE CONTRACTOR SHALL. AT ALL TIMES, AT HIS OWN EXPENSE. KEEP
PROPERTY ON WHICH WORK 15 IN PROGRESS AND THE ADJACENT PROPERTY
FREE FROM ACCUMULATIONS OF WASTE MATERIAL OF RUBBISH CAUSED BY
EMPLOYEES OR BY THE WJRK, UPON COMPLETION OF THE CONSTRUCTION,
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REMOVE ALL TEMPORARY
STRUCTURES, RUBBISH, AND WASTE MATERIALS RESULTING FROM H15
OPERATIONS.
PAYMENT
P" _NT FOR CHANGE ORDER.
PAYMENT OR TT FOR ANY ALTERATIONS COVERED BY A CHANGE ORDER
• SHALL BE DE,- ,MINED BY,
A. UNIT PRICES USED IN THE CONTRACT DOCUMENTS OR AGREED UPON
FOR THE ALTERATIONS, OR
B. LUMP SUM AGREEMENT, IN WRITING, BETWEEN THE CONTRACTOR AND
. THE OWNER, OR
C. FORCE ACCOUNT WORK, IF THE METHOD OF PAYMENT CANNOT BE
AGREED UPON PRIOR TO THE BEGINN)NC OF THE WORK, AND THE
CWNER OR THE ENGINEER DIRECTS THA1 :AE WORK BE DONE BY
WA. GEN. COND.
4-74 -21
FAYMENT. (CONTINUED)
WRITTEN CHANGE ORDER ON , FORCE ACCOUNT BASIS, THEN THE
CONTRACTOR SMALL FURNISH LABOR, EQUIPMENT, AND MATERIALS
NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY MANNER
AND WITHIN A REASONABLE PERIOD OF TIME. FOR THE WORK
PERFORMED, PAYMENT WILL BE MADE FOR THE OC:UMENTED ACTUAL
COST OF THE FOLLOWING,
( 1 ) LABOR, INCLUDING FOREMEN, WHO ARE DIRECTLY ASSIGNED TO
THE FORCE ACCOUNT WORK. (ACTUAL PAYROLL COST, INCLUDING
WAGES, FRINGE BENEFITS AS ESTABLISHEO BY NEGOTIATED
LABOR AGREEMENTS, LABOR INSURANCE, AND LABOR TAXES AS
ESTABLISHED BY LAW. ) NO OTHER FIXED LABOR BURDENS WILL
BE CONSIDERED, UNLESS APPROVED IN WRITING BY THE OWNER.
(2) MATERIAL DELIVERED AND USED ON THE DESIGNATED WORK IF
PAID FOR BY THE CONTRACTOP OR HIS SUBCONTRACTOR.
(3 ) RENTAL, OR EQUIVALENT RENTAL COST OF EQUIPMENT, INCLUD- •
ING NECESSARY TRANSPORTATION f'OR ITEMS f.AVING A VALUE
IN EXCESS OF $100.
(4) ADDITIONAL BOND, AS REQUIRED AND APPROVED BY THE OWNER. •
(5) ADDITIONAL INSURANCE (OTHER THAN LA OR INSURANCE) , AS
REQUIRED AND APPROVED BY THE ❑WNFR.
TO COSTS UNCER 'C. FORCE ACCOV'.T WORK' , THERE SMALL BE ADDED
IHE FOLLOWING FIXED FEES FOP THE CONIRACT;IR OR SUBCONTRACTOR .
ACTUALLY PERFORMING THE WORK,
A FIXED FEE OF 20 PERCENT OF THE COST - ITCM 1 ABOVE,
A FIXED FEE OF 15 PERCENT ADDED TO THE COST OF ITEMS 2
AND 3, AND
A FIXED FEE OF 6 PERCENT ADDED TO THE COST OF ITEMS 4
AND 5 ABOVE,
AN ADDITIONAL FIXED FEE OF 10 PERCENT SMALL BE ALLOWED
THE CONTRACTOR :OR THE ADMINISTRATIVE HANDLING OF POP- .
T,^':S OF THE WORK THAT ARE PERFORMED BY AN APPROVED SUB-
C� NTRACTOO. NO ADDITIONAL FIXEC FEE WILL BE A- `WED FOR
THE ADMINISTRATIVE HANDLING OF WORK PERFORMED BY A
SUBCONTRACTOR OF A SUBCONTRACTOP. UNLESS BY WRITTEN
PERMISSION FROM THE OWNER,
STATE AND LOCAL SALES AND USE TAXES AS ESTABLISHED BY '
LAW SMALL BE SEPARATELY ITEMIZED FOR PAYMENT.
THE ADDED FIXED FEES SHALL BE CONSIDERED TO BE FULL COMPENSA*ION.
COVERING THE COST - 'ENERAL SUPERVISION, OVERHEAD, PROFIT, TAXES.
AND ANY OTHER GENERAL EXPENSE.
THE OWNER RESERVES THE RlT -' 'O FURNISH SUCH MATF.,' ALS AND
EQUIPMENT AS HE DEEMS EXP AT, ANO THE CONTRACTOk SHALL HAVE
NO CLAIM FOR PROFIT JED FEES ON THE COST OF SUCH MATERIALS
a- AND EQUIPMENT, WA. GEN. CONO, •
Tb -22-
PAYMENT. (CONTINUED)
FOR EOUIPMENT UNDER ITEM (3) ABOVE. RENTAL OR EQUIVALENT RENTAL
COST WILL BE ALLOWED FOR ONLY THOSE DAYS OR HOURS DURING WHICH
THE EQUIPMEAT IS IN ACTUAL USE. RENTAL AND TRANSPORTATION
ALLOWANCES SHALL NOT EXCEED THE CURRENT RENTAL RATES PREVAILING
IN THE _OCALITY. THE RENTALS ALLOWED FOR EQUIPMENT WILL, IN ALL
CASES. BE UNDERSTOOD TO COVER ALL FUEL . SUPPLIES, REPAIRS, AND
RENEWALS, AND NO FURTHER ALLOWANCES WILL BE MADE FOR THOSE ITEMS,
• UNLESS SPECIFIC AGREEMENT TO THAT EFFECT IS MADE.
THE CONTRACTOR SHALL MAINTAIN HIS RECORDS IN SUCH A MANNER AS TO
PROVIDE A CLEAR DISTINCTION BETWEEN THE DIRECT COSTS OF WORK
PAID FOR ON A FORCE ACCOUNT BASIS AND THE COSTS OF OTHER
OPERATIONS. THE CONTRACTOR SHALL FURNISH THE ENGINEER REPORT
' SHEETS 1N DUPLICATE OF EACH DAY'S FORCE ACCOUNT WORK NO LATER
THAN THE WORKING DAY FOLLOWING 'HE PERFORMANCE OF SAID WORK.
THE DAILY REPORT SHEETS SHALL ITEMIZE THE MATERIALS USED, AND
SHALL COVER THE DIRECT COST OF LABOR AND THE CHARGES FOR EQUIP-
MENT RENTAL, WHETHER FURNISHED BY THE CONTRACTOR, SUBCONTRACTOR.
OR OTHER FORCES. THE DAILY REPORT SHEETS SHALL PROVIDE NAMES OR
• IDENTI^ICATIONS AND CLASSIFICATIONS OF WORKMEN, THE HOURLY RATE
OF PAY AND HOURS WORKED, AND ALSO THE SIZE. TYPE, AND IDENTIFICA-
TION NUMBER OF EQUIPMENT AND HOURS OPERATED.
MATERIA_ CHARGES SHALL BE SUBSTANTIATED BY VALID COPIES OF
VENDORS' INVOICES. SUCH INVOICES SHALL BE SUBMITTED WITH THE
• DAILY REPORT SHEETS. OR, IF NOT AVAILABLE, TIEY SHALL BE SUB-
MITTED WITH SUBSEQUENT DAILY REPORT SHEETS. SAID DAILY REPORT
SHEETS SHALL BE SIGNED BY THE CONTRACTOR OR HIS AUTHORIZED AGENT,
TO RECEIVE PARTIAL PAYMENTS AND FINAL PAYMENT FOR FORCE ACCOUNT
WORK, THE CONTRACTOR SHALL SUBMIT .N A MANNER APPROVED BY THE
ENGINEER, DETAILED AND COMPLETE DOCUMENTED VERIFICATION OF THE
' UNTRACTOR'S AND ANY OF Hl' SUBCONTRAC-ORS' ACTUAL CURRENT COSTS
INVOLVED IN THE FORCE ACCOUNT WORK PURSUANT TO TrE ISSUANCE OF
AN APPROVED Ci4ANGE ORDER. SUCH .OSTS SHALL BE SUBMITTED WITHIN
30 DAYS AFTER SAID WORK HAS BEEN PERFORMED.
' NO PAYMENT WILL BE MADE FOR WORK BILLED A40 SUBMITTED TO THE
ENGINEER AFTER THE 30-DAY PERIOD HAS EXPIRED. NO F.XTRA OR
ADDITIONAL WORK SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT
IN AN EMERGENCY ENDANGERING LI.'E OR PROPERTY, UNLESS IN
PURSUANCE OF A WRITTEN CHANGE ORDER, AS PROVIDED IN ARTICLE
'ALTERATIONS'.
S PARTIAL PAYMENTS.
ESTIMATE.
SEFO7C THE FIRST WORKING DAY OF EACH CALENDAR MONTH, THE
C','NTRAC-"OR SHALL SUBMIT TO THE ENGINEER A DETAILED ESTIMATE
OF THE nHOUNT EARNED FOP THE SEPARATE PORTIONS OF THE WORK,
AND REIfUEST PAYMENT. AS USED IN THIS ARTICLE. THS WORDS
4-74 WA. GEN. COND.
_23-
k
•
PAYMENT. 'coNT[Nu£n1
'AMOUNT EARNED' MEANS THE VALUE, ON THE DATE OF THE ESTIMATE
FOR PARTIAL -AYMENT, OF THE WORK COMPLETED 1N ACCORDANCE WITH •
THE CONTRACT DOCUMENTS, AND THE VALVE OF APPROVED MATERIALS
DELIVERED TO THE PROJECT SITE SUITABLY STCREO AND PROTECTED
PRIOR TO INCORPORATION INTO THE WORK . IF THE CONTRACTOR'S
ESTIMATE OF AMOUNT EARNED CONFORMS WITH THE ENGINEER'S
EVALUATION, THE ENGINEER WILL CALCULATE THE AMOUNT DUE THE
CONTRACTOR AND MAKE RECOMMENDATION TO THE OWNER YOR PAYMENT. •
DEDUCTION FROM ESTIMATE.
THE OWNER WILL DEDUCT AND RETAIN 10 PERCENT OF ALL AMOUNTS
DUE THE CONTRACTOR UNTIL 50 PERCENT OF THE PROJECT WORK IS
COMPLETED. THE TOTAL AMOUNT WITHHELD UP TO THIS STAGE OF •
CONSTRUCTION SHALL BE RETAINED UNTIL FINAL PAYMENT 1S MADE.
NO ADDITIONAL AMOUNTS WILL BE WITHHELD AFTER 50 PERCENT OF
THE PROJECT WORK 15 COMPLETED. PROVIDED THnT THE ENGINEER
DECIDES SATISFACTORY PROGRESS IS BEING MADE BY THE CONTRAC-
TOR. HOWEVER, THE OWNER RESERVES THE RIGHT TO RETAIN 10
PERCENT OF ALL REMAINING PARTIA, PAYMENTS MADE TO THE •
CONTRACTOR l !T/L PI'IAL PAYMENT, IF. IN THE ENGINEER'S
OPINION, SUCH ACTION IS NECESSARY TO PROTECT THE OWNER'S
INTERESTS. FIFTY PERCENT COMPLETION OF THE PROJECT WORK
SHALL BE THAT AMOUNT AT WHICH THE TOTAL VALUE OF THE WORK
AS ESTABLISHED BY MONTHLY ESTIMATES HAS REACHED 50 PERCENI'
OF THE TO'AL AMOUNT OF THE CONTRACT.
QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS DELIVERED.
MATLRIALS, AS USED HEREIN, SHALL BE CONSIDERED TO BE 1HOSE
ITEMS WHICH ARE FABRICATED AND MANUFACTURED MATERIAL AND
EQUIPMENT, ONLY THOSE MATERIALS FOR WHICH THE CONTRACTOR
CAN TRANSFER CLEAR TITLE TO THE OWNER WIL', BE QUALIFIED FOR
PARTIAL PAYMENT.
TO RECEIVE PARTIAL PAYMENT FOR MATERIALS OELIVQRED TO THE
SITE, BUT NOT INCORPORATED 1N THE WORK, 1T SHALL BE NECESSARY
FOR THE CONTRACTOR TO SUBMIT TO THE ENGINEER AT LEAST SCVEN
DAYS PRIOR TO THE END OF SAID MONTH A LIST OF SUCH MATERIALS.
AT HIS SOLE DISCRETION, THE ENGINEER WILL APPROVE ITEMS FOR
WHICH PARTIAL PAYMENT 1S TO BE MADE. THE CONTRACTOR'S nCTUAL
NET COST FOR THE MATERIALS MUST BE SUPPORTED BY INVOICES OF
SUPPLIERS. PROPER STORAGE AND PROTECTION SHALL BE PROVIDED
BY THE CONTRACTOR, AND AS APPROVED BY THE ENGINEER. FINAL •
PAYMENT SHALL BE MADE ONLY FOR MA 1RIALS ACTUALLY INCORPORATED
IN THE WORK AND, UPON ACCEPTANCE OF THE WORK, ALL MATERIALS
REMAINING FOR WHICH ADVANCE PAYMENTS HAD BEEN MADE SHALL
REVERT TO THE CONTRACTOR, UNLESS OTHERWISE AGREED, AND PARTIAL
PAYMENTS MADE FOP THESE ITEMS SHALL BE DEDUCTED FROM THE
FINAL PAYMENT FOR THE WORK. •
4-74 WA. GEN. CONO.
_ZA-
•
•
PAYMENT, (CON(,NUED)
PAYMENT,
AFTER DEDUCTING THE RETAINAGES AND THE AMOUNT OF ALL PARTIAL PAYMENTF .-'ADS TO THE CONTRACTOR THE AM PREVIOUS
, AMOUNT EARNED AS
OF THE CURRENT MONTH WILL BE MADE PAYABLE TO THE CONTRACTOR 10
DAYS AFTER THE LAST DAY OF SAID MONTH, EXCEPT WHERE THE OWNER
IS A MUNICIPALITY OR OTHER AGENCY WHOSE LAWS REQUIRE THE
APPROVAL OF EACH PAYMENT BY A COUNCIL OR SIMILAR BODY, IN
WHICH CASE, THE PAYMENT SHALL BECOME DUE AND PAYABLE 10 DAYS
AFTER THE FIRST MEETING IN THE FOLLOWING MONTH SCHEDULED FOR
APPROVAL OF SUCH PAYMENTS,
MONTHLY PARTIAL PAYMENTS SHALL BE CONDITIONAL UPON PROSECUTION
OF THE WORK IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT
AND, ON CONTRACTS FOR ANY PUBLIC WORK IN THE STATE OF WASHINGTON.
EXCEPT FEDERAL PROJECTS, UPON FILING WITH THE OWNER BY THE
CONTRACTOR THE WAGE CERTIFICATION FORM REQUIRED BY RCW
39. 12.040.
GENERAL,
NOTHING CONTAINED IN THIS ARTICLE SHALL DE CONSTRUED TO AFFECT
THE RIGHT, HEREBY RESERVED, TU REJECT THE WHOLE OR ANY PART OF
THE AFORESAID WORK, SHOULD SUCH
COMPLY WITH THE WORK BE LATER FOUND NOT TO
PROVISIONS OF THE CONTRACT DOCUMENTS, ALL
ESTIMATED QUANTITIES OF WORK FUR WHICH PARTIAL PAYMENTS HAVE
BEEN MADE ARE SUBJECT TO RtVIEW AND CORRECTION ON THE FINAL
ESTIMATE. PAYMENT By THE OWNER A D ACCEPTANCE BY THE CONTRAC-
TOR OF PARTIAL PAYMENTS BASED ON PERIODIC ESTIMATES OF
QUANTITIES CF WORK PERFOPMED SHALL NOT, IN ANY WAY, CONSTITUTE
ACCEPTANCE OF THE ESTIMATED QUANTITIES USED AS THE BASIS FOR
COMPUTING THE AMOUNTS OF THE PARTIAL PA-MFNTS,
CLAIMS,
IN ANY CASE WHERE THE CONTRACTOR DEEMS '.DOITIONAL COMPENSATION
IS DUE HIM FCR WORK OR MATERIALS NOT CL'_ARLY COVERED IN THE
CONTRACT OR NOT ORDERED BY THE ENGINEER ACCORDING TO PROVISIONS
OF ARTICLE 'ALTERATIONS' THE CONTRACTOR SHALL NOTIFY THE
ENGINEER, IN WRITING, OF•HIS INTENTION TO MAKE, CLAIM FOR SJLH
COMPENSATION BEFORE HE BEGINS THE WORK ON WHICH F'F
CLAIM, IN ORDER THAT SUCH MATTERS MAY BE SETTLFO ' IMF
OR OTHER APPROPRIATE ACTION PROMPTLY TAKEN. IF ' ISLE,
TION IS NOT GIVEN OR THE ENGINEER 1S NOT AFFORDF ' .A
FACIL ITTES BY THE CONTRACTOR FOR KEEP'NI. RTRTC.
ACTUAL COST, THEN THE CONTRACTOR HEREBY AGi"EES 1 THE CLAIM FOR SUCH EXTRA COMPENSATION. SUCH NCTICF ; NI
TOR, AND THE FACT THAT THE ENGINEER M .CNIRAC-
COST AS AFORESAID, AS KEPT ACCRUED OF THE
HIN ANY WAY BE (ON
PROVING THE VALIDITY OF L THE TCLAIM. CLAIMS FORSTRUEDIDD,T AS
IONA
COMPENSATION SHALL BE MADE IN ITEMIZED DETAIL ANDSUBMIT'TED,
IN WRITING, TO THE OWNER AND ENGINEER WITHIN 10 DAYS FOLLOWING
WA, GEN. CONC.
-25-
PAYMENT. KONTINUEDI
COMPLETION OF THAT PORTION OF 1'HE WORK FOR WHICH THE CONTRACTOR
BASES HIS CLAIM. 1N C45E THE CL41M IS FOUND TO Be JUST, IT
SHALL BE ALLOWED AND PAID FOR AS PROVIDED IN ARTICLE 'CHANGE
ORDERS' , OR IT SHALL BE ALLOWED AND PAID UNDER A SUPPLEMENTAL
AGREEMENT TO BE ENTERED INTO BETWEEN THE PARTIES TO THE CONTRACT.
NOTICE OF CLAIM FOR DELAY.
IF THE CONTRACTOR INTENDS TO FILE A CLAIM FOR ADDITIONAL.
COMPENSATION FOR A DELAY �AUSED BY THE OWNER AT A PARTICULAR
TIME, HE SHALL FILE A NOTICE OF CLAIM WITH THE OWNER WITHIN
SEVEN DAYS OF THE BEGINNING OF THE OCCURRENCE. THE NOTICE OF
CLAIM SHALL BE IN DUPLICATE, IN WRITING, ..ND SHALL STATE THE
CIRCUMSTANCES AND THE REASONS FOR THE CLAIM, BUT NEED NOT STATE
THE AMOUNT. NO CLAIM. FOR ADDITIONAL COMPENSATION WILL BE
CONSIDERED UNLESS THE PROVISIONS OF ARTICLE 'DELAYS AND EXTEN-
SION OF TIME' ARE COMPLIED WITH, AND A NOTICE OF CLAIM HAS BEEN
FILED WITH THE OWNER IN WRITING, AS STATED ABOVE.
RELEASE OF LIENS OR CLAIMS.
BEFORE THE OWNER PAYS THE CONTRACTOR HIS FINAL PAYMENT FOR THE
WORK, THE CONTRACTOR SHALL SIGN AND DELIVER TO THE OWNER A
RELEASE OF LIENS OR CLAIMS SWORN TC UNDER OATH AND DULY
NOTARIZED. THE '.EASE SHALL STATE THAT THE CONTRACTOR HAS
SATISFIED ALL .IMS AND INDEBTEDNESS OF EVERY NATURE IN ANY WAY
CONNECTED WITi: THE WORK, INCLUDING (BUT NOT LIMITING THE
GENERALITY OF THE FOREGOINU. , ALL PAYROLLS, AMOUNTS DUE TO
SUBCONTRACTORS, ACCOUNTS FOR LABOR PERFORMED AND MATERIALS
FURNISHED, INCIDENTAL SERVICES, LIENS, AND JUDGMENTS.
IF ANY LIEN OR CLAIM REMAINS UNSATISFIED AFTER ALL PAYMENTS TO
THE CONTRACTOR ARE MADE, THE CONTRACTOR SHALL REFUND TO THE
OWNER ALL MONIES THAT THE LATTER MAY BE COMPELLED TO PAY IN
DISCHARGING SUCH A LIEN OR CLAIM, INCLUDING ALL COSTS AND A
REASONABLE ATTORNEY'S FEE.
FINAL PAYMENT.
UPON COMPLETION OF ALL OF THE WORK UNDER THIS CONTRACT, THE
CONTRA -'DR SHALL. NOTIFY THE ENGIM�-R, IN WRITING, THAT HE HAS
COMPLEILJ HIS PART OF THE CONTRACT AND SHALL REQUEST FINAL
PAYMENT. IF THE WORK HAS BEEN COMPLETED TO ' HE EXTENT OF THE
CONTRACT DOCUMENTS. THE ENGINEER WILL FECOMMEND ACCEPTANCE OF
THE COMPLETED WORK AND SUBMIT A FINAL ESTIMATE OF THE AMOUNT
DUE T"E CONTRACTOR UNDER TH15 CONTRACT. UPON APPROVAL OF THIS
FINAL ESTIMATE BY THE OWNER AND COMPLIANCE WITH PROVISIONS IN
ARTICLE 'RELEASE OF LIENS OR CLAIMS' , AND OTHER PROVISIONS AS
MAY BE APPL TABLE, AND WITHIN 10 UAYS AFTER THE TIME LIMIT FOP
THE FILING _F ALL LIENS SHALL HAVE EXPIRED, THE OWNER SHALL
PAY TO THE CONTRACTOR ALL MONIES DUE HIM UNDER THE PROVISIONS
OF THESE CONTRACT DOCUMENTS,
4-74 WA. GEN. COND.
-26-
W-422 SPRINGBROOK SPRINGS UPGRADING PROJECT WTR-9 2+
#6A Spe,ifications
•
PAYMENT. (•.ONTINUED)
0 ON CONTRACTS FOR PUBLIC WORKS, FINAL PAYMENT OF THE RETAINED
PERCENTAGE WILL N07 LE MADE PRIOR TO 30 SAYS AFTER FINAL
ACCEPTANCE BY THE OWNER. PAYMENT THEN WILL BE MADE TN
ACCORDANCE WITH RCW CHAPTER 60.28 (LIEN FOR LABOR, MATERIALS,
TAXES ON PUBLIC WORKS), AND AFTER THE CONTRACTOR HAS FILED
• WITH THE OWNER THE AFFIDAVIT REQUIRED BY RCW 39.12.040
CERTIFYING THAT HE HAS PAID NOT LESS THAN THE PREVAILING
RATE OF WAGES.
NO WAIVER OF RIG-TS.
. NEITHER THE INSPECTION B" THE OWNER, THROUGH THE ENGINEER OR ANY
OF HIS EMPLOYEES, NOR ANY ORDER 9Y THE OWNER FOR PAYMENT OF
MONEY, NOR ANY PAYMENT FOR, OR ACCEPTANCE OF. THE WHOLE OR ANY
PART OF THE WORK BY THE OWNER OR ENGINEER , NOR ANY EXTENSION OF
TIME, NOR ANY POSSESSION TAKEN BY THE OWNER OR ITS EMPLOYEES,
SHALL OPERATE AS A WAIVER OF ANY PROVISION OF THIS CONTRACT, 01
• ANY POWER HEREIN RESERVED TO THE OWNER, OR ANY RIGHT TO DAMAGES
HEREIN PROVIDED, NOR SHALL ANY WAIVER OF ANY BREACH IN THIS
CONTRACT BE HELD TO BE A 'WAIVER OF ANY OTHER OR 'JBSEQUENT BREACH.
ACCEPTANCE OF FINAL PAYN,NT CONSTITUTES RELEASE.
• THE ACCEPTANCE BY THE CONTRACTOR OF THE FINAL PAYMENT SHALL
RELEt SE THE OWNER AND THE -NGINEER AS AGENT OF THE OWNER FROM
ALL CLAIMS AND ALL LIABILITY TO THE CONTRACTOR FOR ALL THINGS
DONE OR FURNISHED IN CONNECTION WITH THE WORK, AND EVERY ACT OF
THE OWNER AND OTHERS RELATING TO OR ARISING OUT OF THE WORK.
NO PAYMENT, HOWEVER, FINAL OR OTHERWISE, SHALL OPERATE TO RELEASE
• THE CONTRACTOR OR HIS SURETIES FROM OBLIGATIONS UNDER THIS
CONTRACT AND THE PERFORMANCE, PAYMENT, AND OTHER BONDS AND
WARRANTIES. AS HEREIN PROVIDED.
*-!4 WA. GEN. CONO.
-27-
• SUPPLEMENTARY CONDITIONS
• The Contractor's attention is directed to GENERAL REQUIREMENTS. SeCtlon 1A of
the Specifications, containing Other directions pertinent to the project,
LOCATION AND PLANS
........ ... -----
LOCATION
The location Of the work is shown on Drawing No. C955e-1, Sheet 1 Of 5 Of
the Plans,
PLANS
• The Plans for the construction of the Springbroox Springs Improvements
consist of 5 sheets, entitled 'City Of Penton. Wash ngtOn - SpringbrooK
Springs improvements,' and dated December 1975.
REVISIONS TO INSTRUCTIONS TO BIDDERS
......... .. ............ .. .......
• The INSTRUCTIONS TO BIDDERS is hereby revised as followa'
Paragraph PLANS
Insert the following'
FULL-SCALE PLANS AVAILABLE
The Plant bound In the Documents are photographic reductions of the
original tracings. Full-scale Plans may be obtained from CM1M MILL.
INC., 1500 - Ilsth Avenue, S.E., Bellevue, Washington 99004 at a cost
of $2.50 per set. No return Of full-scale Plans required, and no
refund will be made,
Paragraph PREPARATION OF PROPOSALS
At the end of the Paragraph add the folloringf
SLR WITUTtON OF MATERIALS
Except tc, Owner-aeleeted equipment Stems, and Items where "Ao
Substitution- is clearly specified, whenever any material, article,
device, product, fixture, form, type of construction, or process Ss
Indicated Or specified by Patent ^r proprietary name, by name of
manufacturer, or by catalog number, such Specifications shall be deemed
to be used for the purpose of establishing A standard Of ggslity and
facilitating the description Of the material or process desired, Th N
Procedure Is not to be construed as eliminating from competition other
products of equal or better quality by other manufacturers where fully
suitable in design, and Snell be deemed to be followed by the words 'Of
As Approved' or 'Approved FQUal.' The Bidder may. In such easel,
submit complete data to the Engin - for consideration of another
material, type or process which Snell be substantially equal in every
SuP.Cend.
i
respect to that se indicated Or Specified, Substitute materials shall •
not oe used unless approved in writing. The Owner or his authorlLed
agent will be the Sole lodge of the substituted Article Or material. .
Paragraph PREPARATION OF PROPOSALS
At the end of the Paragraph add the following:
CHANGES IN QUANTITIES
The Owner reserves the right to ihcrtase or diminish the amount of any •
class of unit price work that may be deemed necessary, provided,
hoeever, that In no event will the Owner increase or decrease the
amount of footage of pipe by more than 20 percent of the gros• footage
AS Shown on the Plans and Speeititations, without the written approval
of the Contractor. It Is agreed, however, that this paragraph does not
Apply to the increase or decrease of the amount Of any Other quantities
except total pipe footage.
Paragraph SUBMISSION OF PROPOSALS
Change INVITATION TO BID to rend CALL FOP BIDS,
Paragraph AWARD OF CONTRACT
C hangs INVITATION TO BID to read CALL FOR 9I05.
Paragraph BASIS OF AWARD
Add the following:
LOWEST ACCEPTABLE PROPOSAL
Int lowest acceptable Proposal will be the Proposal of the lowest
resPonsiblt Bidder, •s determined by the conditions of the BASIS OF
AWARD and definition of LOW BIDDER. A responsible Bidder Shall be One
who, in tht Owner-S Sole and absOIUte lUdgment. has the qualifications.
COPAbilltV, and financial ability to perform the work in accordance
With the Cont-art COCU-OntS.
Paragraph BASIS OF AWARD
Add the following: •
LOW BIDDEP
The low Bidder will be tht Bidder submitting the lowest total bid
comPriaed Of the written lump sum amount plus the extended total of
unit price Items.
Sup,CCnd. •
2
• REVISIONS TO THE GENERAL CONDITIONS
The GENEPAL CONDITIONS are here^y revised as follow&:
Article OWNER, ENGINEER, CONTRACTOR, BIDDER
Add the following:
• OWNER
wherever in these Documents the word OWNER appears, It Shall be
understood to Mean the CITY OF NEWTON whose address 1■ 700 N111 Avenue
South, Renton. Washington 98055.
ENGINEER
• wherever in these Documents, the word ENGINEER appears, It shall be
understood to mean the OWNER'S CONTRACTING OI. ICEP or his authorifed
representative who will perf�rs t' Contract administrative and field
inspection responsibilltias.
The firm of CH2M HILL. INC. has been duly authdrlied as agent for the
Owner to nrovide only the engineering design and associated
consultYtion requlred for the prof-ct.
Article SPECIFICATIONS
►dd the tollowings
STANDARD SPECIFICATIONS
wherever in the&] Contract Documents reference is made to the STANDARD
SPECIFICATIONS said reference shall be understood as referring to the
Standard Specifications toy Muncipal Public worts Construction,
Washington state Chapter. APWA, 1975, applicable paste of whleh are
incorporated herein and made a part of these Documents by Specific
reference thereto,
STANDARD HIGHWAY SPECIFICATIONS
Wherever in these Contract Documents reference is made to the STANDARD
HIGHWAY SPECIFICATIONS, said reference shall be understood as referring
to the STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
DEPARTMENT OF HIGHWAYS, STATE OF WASHINGTON, 1974, applicable parts of
which are incorporated herein and made a part of these Documents by
specific reference thereto.
It requirements contained In the Standard Specifications or Standard
• Highway Specifications are modified by or are In conflict with
supplemental information in these Contract Docusents, the requirements
of these Contract Documents shall prevail.
• SUP.COnd.
l
krtiele LIMES AND GRADES •
Add the following:
The dimensions t0[ line/ and elev•L10n1 TOJ grades Of Lhf Structures
appurtenances, and utilities are Indicated on the Plans, together with
other pertinent information required for laying out the work, It Site
conditions vary from those Indicated, the Contractor Shall r,etity the
Engineer Immediately, who will make any minor adju/tment as requited.
The location and tlamatlOn of the OenCh marks are Shown. The
Contractor shall furnish the necessary labor and materials to
accurately lay out the work and set the required elevation/ from the
intormation Indicated,
The Contractor shall provide a Competent san In his *Malay during
normal working hours to assist the Engineer, when required. In ChecKlnq
lines and elevations In the Contractrr'S layout and tar measuring
Quantities !Or payment purposes as the work proceeds, The Contractor
Shall Cooperate with the Engineer /0 that the Chlr'king and measuring
May be accomplished With the least Interference to the Contractors
operations.
Article BUILDERS RISk ALL RISK INSURANCE f
Delete the following covoragest
Loss Caused by Earthquake,
Lose Caused by Flood,
Article SCHEDULES AND PROGRESS REPORTS
At the end Of the Article add the tallowingt
FOIIOwI a award of the Contract, the Contractor shall, within 2 weeks'
time, .bmit to the Engineer A schedule of operation Indicating
anticipated progress at the work. The schedule submitted /nail .
COnSlder all Phaeet of Construction In its preparation. The Schedule
Sha'.1 show anticipated workdai,s required on the job,
During preparation of the schedule, the COntf Arta( shall meet with the
Owner and Engineer to Insure that the schedule will provide a workab I*
plan Meeting the Conditions Of the Contract.
During the progress Of the York. the Contractor shall maintain material •
deliveries and employ Sufficient personnel and equipment to accomplish
the work in conformance with the schedule,
Article DEDUCTION FROM ESTIMATE
Delet In its entirety. and Substitute the fallOwln47
The Owner will dedUet and retain an amount equal to 10 percent of the
first i100100n and S Percent Of all OPOUnta Over 8100,000 due the
Contractor. The total amount withheld will be retained until final
Payment is Made,
Sup.Cond. •
4
•
Article PROSECUTION OF THE WORK
• At the and Of the Article add the tollowtngf
The working hours for this project shall be limited t0 weekdays during
the period B100 a.m, to 5300 p,m, unless otherwise approved by the
Engineer, When the Contractor performs construction work Over the
Accepted 8 hours per day or 40 hours per week, Of on any City holiday,
and the work requires Inspection, then the Contractor shall reimburse
• the Owner at the rate of 620 per hour. The Owner shall have the sole
authority in determining the necessity of having the overtime
Inspection, and shall notify the Contractor of intent and said Costs
will be deducted from monies due the Contractor On each monthly
estimate.
• SIZE, WEIGHT, AND LOAD RESTRICTIONS FOR MOTOR VEHICLES
All motor vehicles of the Contractor, Subcontractors, and supPllers shall
strictly adhere to Ch. 46.44 of the Motor Vehicle laws of the State of
Washington (1967 Edition and Amendments thereof) In regard to site. weight,
and loses Of motor vehicles.
•
Payment will not be made for any mat±rlal that is delivered 1n ezeea ut the
Segal weleht for which the hauling vehicle Is licensed,
Any qro^s violation of these regulations will be reported to the affected law
enforcement agent.
• The Contractor shall furnish to the Enginee-, if requested, a listing Of all
haul vehicles used on this project, listing the vehicle number, license
number, tare weight, and licensed load limits.
DELIVERY TICKETS
........ .......
• All delivery tickets that are required for the purpose of calculating
Quantities for payment must be received by the Engineer at the time of
dellvery. NO payment will be made on tickets turned In after date of
delivery of material.
Payment will not be made for dellVery tickets whl^h do not show type of
• material. gross weight, tare weight, truck number. date, and inspector's
initials.
Scale certification shall be submitted as early In the project as possible.
Each weighing station shall maintain a record of the trucks weighed, date and
time, tare And gross weight, and type Of material, In Isolated oases where
5"41e weight is not available, the Inspector shall measure the truck volume
• and certify as to its full load delivery.
SuP.Cond.
S
DISPUTES AND LITIGATION
Any questions arising between the Inspector and the Contractor or his
superintendent or Foreman as to the meaning and intent of any part of the
Plans and Specifications or any contract document, shall be immediately
brought to the attention of the Public Works Director or his representative
for interpretation and adjustment, if warranted.
Failure on she part of tie Public Works Director or his representative to
discover and condemn or reject improper, defective or inferior work or
materials, shall not be construed as an acceptance of any such work or
materials, or the part of the improvement in which the same may have been
used.
To prevent disputes and litigation, it is further agreed bl the parties hereto
chat the Public works Director or his representative shall determine the
. quantity and quality of the several kinds of work embraced in these improve-
ments. He shall decide all questions relative to the execution of the Work
and the interpretation of the Plans and specifications.
In the event the Contractor is of the opinion he will be damaged by such
interpretation, he shall, within three (3) days, notify the Engineer anw
• the City Clerk in writing of the anticipated nature and asount of the damage
or damages. Time is of the essence in the giving of such notice. In the
event an agreement nannot then be reached within three (3) days the City
and the Contractor will each appoint an arbitrator and the two shall select
It third, within 30 days thereafter.
• The findings and decision of the Hoard of Arbitrators shall be final and
binding on the parties, unless the aggrieved party, within ten (10) days,
challenges the findings and decision by serving and filing a petition for
review by the Superior Court of King County, Washington. The grounds for
the petitr..n for review are limited to showing that the findings and
decision:
I. Are not responsive t . the questions sutattted;
2 Is contrary to the terms of the contract or any component thereof)
'. Is arbitrary and/or is not based boon the applicable facts and
the law controlling the issues submitted to arbitration.
The Board of Arbitrators shall support its decision by setting forth in wr+ting
their findings and conclusions based on the evidence adduced at any such hearing.
The arbitration shall be conducted in accordance with the statutes of the State
of Washington and court decisions governi+.g such procedure.
The costs of such arbitration shall be borne equally by the City and the
Contractor unless it is the Board's ma3ority opinion that the Contractor's
filing of the protest or action is capricious or without reasonable foundation.
In the latter case, all costs shall be borne by the Contractor.
The venue of any suit shall he in King County, Washington, and if the Contractor
is a non-resident of the state of Washington, he shall designate an agent, upon
whom process may be served, before commencing work under this contract.
SUP AM.
s Z3�s l7G
D
•
•
• PART 5
SPECIFICATIONS
•
•
c
•
FOREWORD
When references to the following capitalized abbreviations are made,
they refer to specifications, standards, or methods of the respective
national association. Abbreviations listed herein, but not mentioned
in the Specifications, shall be disregarded.
AASHTO American Association of State Highway and Transportation
Officials
ACI American Concrete Institute
AFBMA Anti-Friction Bearing Manufacturers' Association
AGA American Gas Association
AGMA American Gear Manufacturers' Association
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
AMCA Air Moving and Conditioning Association
ANSI American National Standards Institute
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating, Refrigerating and Air-
Conditioning Engineers, Inc.
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWWA American Water Works Association
AWS American Welding Society
AWPA American Wood Preservers' Association
CBMA Certified Ballast Manufacturers' Association
DFPA Division for Product Approval of the American Plywood
Association
Fed.Spec. Federal Specifications
IEEE Institute of Electrical and Electronics Engineers, Inc.
IPCEA Insulated Power Cable Engineers' Association
JIC Joint Industry Conferences of Hydraulic Manufacturers
NEC National Electrical Code
NEMA National Electrical Manufacturers' Association
NESC National Electric Safety Code
NFPA National Fire Protection Association
NLMA National Lumber Manufacturers' Association
OLCI Overhead Electrical Crane Institute
REM RLM Standards Institute, Inc.
SSPC Steel Strictures Painting Council
TEMA Tubular Exchanger Manufacturers' Association
UBC Uniform Building Code
UL Underwriters' Laboratories, Inc.
WWPA Western Wood Products Association
The number, jnd letters following the abbreviations denote the
association's serial designation for the specification or standard to
which reference is made. Unless a particular issue is designated,
all references to the above specifications, standards, or methods
shall, in each instance, be understood to refer to the issue in effect
• (including all amendments) on the date of the 'CALL FOR BIDS' .
. 4- 1: Frwd-1
•
14. GENERAL PEUUIRERENTS
• The Contractor's attention is directed to .he SUPPLEMENTARY CONDITIONS, whltr.
contain other special requirements that are Pertinent to this project.
PROJECT DESCRIPTION
• A breit description of the work Is stated In the CALL FOR BIOS, To determine
the full scope Of the project or any Particular p,rt of the Project,
coordinate the applicable Information in the several .arts of these Contract
Documents.
The following additional Information, though not all-inclusive, is given t0
assist Contractors in their evaluation of the work required to meet the
• project Objectives.
When completed, this project will provide the Owner with improved facilities
for the collection and transmission of Potable water at SPringbrook Springs.
The major components Of this Project are replacement of the collector ptping
end media In the existing Infiltration gallerlra, replacement of a 20elnch
• no
transmission pipeline, and reconstruction of an existing pond for
Impounding storm water runoff.
The major elements Of w0fk On this project are earthwork, piping,
miscellaneous concrete and manhole work, road surfacing, and grass seeding.
• SEQUENCE OF OPEPATIONS
Springbrook Springs Provides by gravity flow approximately 40 percent of the
total drinking water supply for the City of Renton. Since the City must Pump
water from other sources when the supply from 5pringhropk Springs IJ
interrupted. It is essential that the Contract^r complete this Project In a
• tlme" manner and wit.l a minimum Of lnterruptlum to the flow Of water from
Springerook. The work must be completed prior to the high water demand
Created by the Oncoming summer months,
In Order t0 meet the Overall Objectives Of this project. Certain elements of
work must be completed Or substantially rompleted In the following sequencer
• 1. Complete work on the lower Infiltration gallery,
2. Complete work on the main !nflltratiOn gallery,
3, Construct the new 20-Inch PiPe:lne and related parts,
• a, Connect the new 20 then plPellne to the existing line.
S. Complete remalnlnq portions of the w,rk.
Contractor's work that requires the temporary shutdown of any existing
operations of facilities shall be Indicated On the Contractor'& work and
construction Progress Schedule.
• Specs, lA
1
•
(`PEPATION Of EXISTING SYSTEM PROHIBITED
At ro time undertake to close off any lines or open valves of tare any other
Action which Would affect the operation of the existing system, txcept ea •
specifically reaulred by the Plans and SPecllficatiOhs and after APPTOVAI IS
granted by the Owner. Request approval well it, advance of the time that the
interruption of the existing system Is reaulred.
SCHEDULING
Plan the construction work and carry Out with a minimum Of interference with •
the OPeTatl Cn Of the exlsting tlCllltles. Prior to starting the
construction, confer with the Engineer and Owners PePresentatl Ve and develop
an approved Construction schedule which will Permit the facilities to
f' nCtlon as normally as PfacticAl during the Construction period. It may Oe
necessary to do certain parts of the Construction work outside normal working
hours in order to avoid undesirable conditions. and It shall be the •
obligation Of the Contractor to do this work at such times at no additional
Cost t0 the Owner. DO not make conneetlons between eXlstlnq work and new
work until 10eeSs6ry Inspection and tests have been completed on the new work
and It is found t0 Conform in ail respects to the requirements of the Plana
and SPecifl?ations.
PROGRESS OF CONSTRUCTION (=O.INC= PiPELINEI
The work shall Proceed in a Systematic manner to that a minimum of
1nCOnvenlehCe will result to the Owner in the Course of construction, and so
that the access road and gate Snell not be obstructed beyond the minimum
am Ount of time required to complete the work.
Cleanup of all construction debris, excess excavation, exeesS materials, And •
complete restoretton of all fences, ditches. Culverts, and similar items
shall be Completed Immediately following the final bAckt111 of th• pipeline.
SITE CONDITIONS
.... ..........
SITE INVESTIGATION AND PEPPESENTATION •
The Contractor acknowledges that he has satisfied himself as to the nature
and location of the work, the general and local conditions. Particularly
those bearing UIOn availability of transportation, disposal, handling and
storage of materials, availability Of labor, water, electric power, roads, r
and unrertalntles Of weather, or similar physical conditions at the site, the
conformation and Conditions of the ground, the ehatacter of equipment and
facilities needed Prellmin4ty to And during the prosecutlon Of the work and
all Other matters Which Can In any Way affect the work or the Cost thereOt
under this COhtraCt.
Specs, IA •
2
•
•
The Contractor further aeknOwedges that he has satisfied himself as to the
Character, quality, end quantity of SUrfaCe and SUbSUrtace materials to be
encountered from Inspecting the site, all exploratory work done by the Owner,
as Well As from Information Presented by the DraWinga and Specifications made
a part Of this Contract, Any failure by the Contractor t0 •,quaint himself
with all the available information will not relieve him from responsibility
for properly estimating the difficulty or Lost Of Successfully Performing the
VrrK.
• the Contractor warrants that as a result of hll examination and investigation
Of all the Aforesaid data that he Can otrtorm the Work 1n a 9004 And
workmanlike manner and t0 the Satlsfactlo❑ of the owner, The Owner assumes
no rcaponsibllity for any representations made by any of its Officers or
agents during or Prior to the executlon of this Contract, unless (1, such
repreel6Latloms are exoressly stated in t`,e Contract, And (2) the Contract
expressly provides that the responslbl:.' . Lnerefrr is assumed by the Owner.
•
INFORMATION ON SITE CONDITIONS
All lntOrmatlon obtained by the Fnglneer and Owner regardlrg Site condltlons,
s bsurface information, ,roUndwater elevations, existing c Structlon of site
r..cllltles as Applicable, and similar data Will be available for inspection
Wt the office of the Englneer or Owner uPhn request, Such Information is
oftervd as supplementary information Only. Neither the Englnee, not the
Owner assumes any responsibility for the completeness or interpretation of
such auoPlementarY Information.
SUBSURFACE INFORMATION
• Ste section, EAPTMwnRx,
UNDERGROUND UT;LITIES
Known utilities and structures OtPeCted to be adjacent to or encountered In
the work are shown "n the Plans, It is expected that there may be some
discrepancies and - •lxslons In the 1pNtI0r and quantities of utilities and
Structures Shown. Tnpse Shown are for the convenience at the Contractor
only, antl no responsibility is assumed by either Cre Owner or the Engineer
for their accuracy or completeness.
INTERFERING STPUCTURFS
Take necessary Precautions to Prevent damage to existing structureS whether
abOvegrOUnd Or underground. An attempt has been made to show major
structures on the plans, while the Information has been compiled trot the
best Available sources, Its completeness and accuracy Cannot be gUarah!eed,
and It 1f Presented simply as A guide to possible difficulties.
Protect all underground And abOVegrOund existing Structures from damage.
• where such existing structures which are to be retained must be removed In
order to Properly carry out the construction, or are damaged during
Construction, restore to their original condition to the satisfaction of the
Owner at no additional Cost to the Owner, Notify the Engineer Of any damaged
underground Structure, and make repairs or rVPldeementA before baoktilling
takes place.
• Space, IA
1
•
•
Remove and replace such small miscellaneous structures at ferCtS without
additional compensation from the Owner. Replace these structures In a
condition as good or better than their original condition, .
It existing structures are encountered which will prevent the construction of
the pipeline and welch are not Properly shown On the Planet nOt'.ty the
Engineer before continuing with the Construction In order that the Engineer
may make Such field revisions At necessary to avoid Conflict with the
existing structures. If the Contractor shall tail to so notify the Engineer
when an existing Structure Is encountered, but shall Proceed with the `
conatration despite this Interference, he Shall do So at his own risk.
RESPONSIBILITY FOR DAMAGE TO EXISTING STRUCTUNES
where Any existing structures Or facilities which are Intended to remain are
damaged by the Contractor during demolition or construction, the Contractor
shall promptly repair or replace the damaged portion or facility At no
additional cost to the Cwner.
FIELD RELOCATION
During the progteSS of construction, it IS expected that minor relocations of
the line will be necessary. SgCh relocations shall be made only by direction •
of the Engineer. Untoreseen obstructions encountered as a result of such
reloNtlons will not be subje^tS for claims tar additional compensation by
the Contractor to any greater extent than would have been the case had the
obtt'Jctlons been encountered along the original location.
SALVAGE OF MATERIALS
....... .. ......... •
RESPONSIBILITY FOR SALVAGE AND PROTECTION OF EQUIPMENT AND MATFRIALS REMOVED
The equipment and material to be salvaged fron, the siteo as the work
Proceeds. Shall be removed with extreme rare s0 ab not t0 damage it for
future use and Shall be Cleaned and stored on the site as directed.
MATERIAL TO BE SALVAGED
Mattrlals to be salvaged are as specified in section, MOVE IN, PREPARATION OF
SITE, DEMOLITION. AND SALVAGE.
UTILITIES AND FACILITIES FUR CONSTRUCTION
......... ... .......... ... .............
TEMPORARY WATER
Water may be obtained from the springs or storm drain facilities on the Site.
The Contractor shall rrovide all temporary piping and facilities required to
bring the water to the point of use and remove It when no longer needed. In
obtaining water at the site, the Contractor shall positively prevent any
Contamination of water which flows in the pipelines to the remainder of the
City water system, in a manner subject to the approval of the Engineer.
Specs, IA
4
•
TEkPORAPY ELECTRIC POWER
NO electrlo power Is available At the site. Make arrangements for electrical
power for use during the Construction period until tine' acceptance by the
Owner, and pay all costs for same.
SANITARY FACILITIES
The COntr Actor shall provide and maintain sanitary tacl.ltles tot his
• employees and his Subcontractors' employees that will comply with the
regulations Or the local and state departments of health and as directed by
the Engineer.
STORAGE CT MATERIALS
Materials Shall or so stored as to insure the preservation of their quality
` and "tress tar the work. When considered necessary, they shall be plated on
wooden PlAttO•ms or other hard. Olean surfaces, and not on the ground, and/or
they shall be Placed under cover. Stored materials shall be located s0 as to
facilitate prompt Inspection. Private property shall not be used for storage
purposes without the written permission of the owner or Jesse#,
PUBLIC SAFETY AND CONVENIENCE
..... ...... ... ...........
ACCESS BY FEDENAL, STATE, AND LOCAL GOVERNMENT OFFICIALS
Authorlted representatives of the Vnited States Environmental Protection
Aoenc Y, State Department of Social and Wealth Services, or other health
• agency and local governmeht ottitials shall at all times have Artois to the
work wherever it is in preparation Or progress, and the Contractor shall
provide proper facilities for Such access and for Inspection.
FINE, PRFVENTION AND PROTECTION
The Contractor Shall Perform all work In a tire+safe manner. me shall supply
and maintain on the site adequate flre.figntlnq equipment Capable Of
extinguishing ingioitnt tires. The Contractor shall comply With applicable
federal@ local, and state fire prevention regulations and where the
regulation$ do not cover, with applicable parts of the National Fire
Preventlan Standard for Safeguarding Built q Construction Operation%, (NEPA
No. 2a1).
PPESEPVATION, RESTORATION, AND CLEANUP
............. ............ ... .......
SITE RESTORATION AND CLEANUP
At all times during the work, keep the premises clean and orderly, and upon
comPIttlrn of the work, leave the protect free of rubbish or excess materials
of any Kind.
During construction, St OCKPIIe the excavated trench material$ so as t0 do the
least damage to adjacent areas or fences, Remove All excavated materials
from grossed areas, and leave these surfaces In a condition equivalent to
their orlglhal condition and tree from all rocks, gravel, boulders, or other
' foreign material. All existing drainAgt ditches and culverts shall be
Specs. IA
S
•
Th. Contractor turther acxnowegges that he has satisfied himself as to the
"aracter, Tual1CY, and quantity of surface and subsurface materi A..s to De
encountered from inspecting the site, all explOTatgrY York done by the Owner,
as well as tram Information presented by the Drawings and Specification$ made
a part of this Contract. Any failure by tnt Contractor to acquaint himself
wit. all the available information will not relieve him from responsibility
ter Properly estimating the difficultt Or cost of •vccessfully performing the
work,
• The Contractor warrants that es a result Of his examination and Investigation
Of all the aforesaid data that he can perform the work In a good and
workmanlike manner and to the satisfaction of the Owner. The Owner assumes
to responsibility for any represent#tIcns made by any at Its officer$ or
agents during or prior to the execution of this Contract, unless (1) such
representations ore expressly stated In the Contract. and (2) the Contract
expressly r"oyidtl chat the reaponsi0111ty therefor Is assumed by the Owner.
•
IMF gP NATION ON SITE CONDITIONS
All Information Obtained by the Engineer and Owner regarding site conditions,
subsurface information, groundwater elevations. existing Construction of site
factlltiel es applicAblt, And similar data will be available for Inspection
At the Office Of the Engineer Or Owner Upon request, Such Information is
• Offered as sutlpleme]tary Information Only. Neither the Engineer nor the
Owner assumes any responsibility for the completeness Or Interpretation at
such supplementary information.
SUBSUPFACE INFOPNATION
. See fettlOnl EAPTMwOMx.
UNDEPGROUND UTILITIES
Known utilities and structures expected to be adjacent to or tncounteTed In
the work Ate shown on the plans. It Is expected that there may be some
diterepaneies and Omissions in the location and quantities of Utilities and
• structures shown. Th Ose shown Ate for the Convenience Of the Contractor
Only, And no responsibility is assumed by either the owner or the Engineer
for their accuracy Or completeness.
INTEPFEPINC STRUCTURES
Take ntc;ssary Drf-outlors to Prevent dam-le to existing structures whether
aboveground or underground. An attempt has been made to show major
structures ^n the plans. while the information has been compiled from the
best available st Irces. Its OOmplfteness and sccurscy cannot be guaranteed,
and It Is presented simply as a guide to Possible difficulties.
Protect all underground and aboveground existing structures from damage.
• where such existlnq structures which are t0 he retained must be removed in
Cfder to OrODorly Carry out the Construction, or are damaged during
construction. restore t0 their original condition to the satisfaction of the
Owner at nb additional Cost to the Owner. Notify the Engineer of any damaged
Jndefcf Ound strUeture. antl make repairs Or rtplacementl before barkfllling
takes place.
•
Specs, IA
3
•
•
OPERATION OF EXISTING SYSTEM PROHISITED
At no time undertake to Close Off any lines Or OPe❑ valves or take any other
action Which would affect the operatlem of the existing system, except as
specifically required by the Plans and SPeciiftcations and after approval is
granted by the Owner. Request approval well in advance of the time that the
Interruption of "t existing system 13 requlred,
SCHEDULING
Plan the COnstructlen work and carry out With a minlmum of lnterter ence with
the Operation of the existing facilities. Prior t0 starting the
construction, confer with the Engineer and Owner•a Representative and develop
an ♦pproved construction schedule Which will Permit the facilities to
function As normally as practical during the construction period. It may be
necessary t0 d0 certain parts Of the construction work outside normal working
hours In Order t0 avoid undesirable Conditions, and it shall be the •
obligation of the Contractor to do tn13 work at such times at no additional
cost to the Owner. Do not make connections between extstlnq work and new
worx until necessary inspection and tests have been Completed On the her work
and It 13 found to Conform In all respects to the requirements of the Plans
and Specifications.
PROGRESS OF CONSTRUCTION (]O-INCH PIPELINE)
........ .. ............ ........ .........
The Work shall proceed In a systematic manner so that a minimum of
"Convenience will result to the Owner in the course of construction, and so
that the access road and gate small not be obstructed beyond the minimum
amount Of tilt required to complete the work,
Cleanup Of all Construction debris, excess excavation, excess materials, and •
complete restoration of all fences, ditches, Culverts, and similar Items
Shall be completed Immediately following the final backtlll of the pipeline,
SITE CONDITIONS
.... ..........
StiF INVESTIGATION AND REPRESENTATION
The Contractor acknowledges tn,t he has satisfied hirselt as t0 the nature
and location of the work, the general and IOCal conditions, particularly
those bearing upon availability of transportation, disposal, handling and
storage of materials, availability Of labor, water, electric power, roads,
and uncertainties of weather, or similar physical conditions at the site, the
conformation and conditions of the ground, the character of e-ufpment and
facilities needed orelimlmary to and during the prosecution of the work and
all other matters which Can in any Way affect the work or the cost thereof
under this Contract.
Specs, 1s •
2
• TEMPORARY ELECTRIC POWER
No electric power Is avalleble at the site. Make arrangements for electrical
power for Use during the Construction period until final acceptance by the
Owner, and pay all Costs for same.
SANITARY FACILITIES
The Contractor snall Provide and maintain sanitary facilities for his
employees and his SuboontraCtors' employees that will comply With the
regulations of the local and State departments of health a d as directed by
the Engineer,
STORAGE OF MATERIALS
Materials shall be so stored as to insure the preservation of their Quality
• and fitness for the work. When Considered necessary, they shall be placed on
r ooden Platforms or other hard, clean surfaces, and not on the ground, and/or
they shall be placed under cover. Stored materials shall be located so as t0
facilitate prompt inspection. Private property shall not be used for storage
purposes without the written Permission of the owner or Itaste.
PUBLIC SAFETY AND CONVENIENCE
ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT OFFICIALS
Autnorlred representatives of the United States Environmental Protection
Agency, State Department of Social and Health Services, or other health
+ acencY end local government officials shall at all times nave access to the
•ork Wherever it is in Preparation or progress, and the Contractor shall
provide proper facilities for such access and for Inspection,
FINE PPFVENTION AND PRUTECTION
The Contractor shall Perform all work in a fire-safe manner. He shall supply
• ono maintain on the site adequate fire-fighting qulpment Capable Of
extinguishing Snclolent tires. The Contractor sha11 Comply With APPllcaole
federal, local, and state fire prevention regulations and Whale the
regulations do not cover. with applicable parts of the National Fire
Prevention Standard for Safeouarding Building Construction Operations, (NFPA
No, 241).
PRESERVATION, RESTORATION, AND CLEANUP
............. ............ ... .......
SITF RESTORATION AND CLEANUP
At all times during the Work, keep the premises glean and orderly. and upon
completion of the work, leave the project free of rubbish or excess materials
of any kind,
During Construction, stockpile the excavated trench materials so as to do the
least damage to adjacent areas or tenets. Remove all excavated materials
from grassed areas, and leave these surfaces In a condition equivalent to
their original condition and tree from all rocks, gravel, boulders, or other
. foreign material. All existing drainage dittnes and culverts shall be
Specs, fA
S
•
reopened and graded and natural drainage restored. Restore culverts broken
or damaged to their original Condition and location,
DUST PREVENTION
•
Dust prevention measures Shall be continuous until final acceptance by the
Omer.
STREAM PROTECTION
The SPringbrOOK Trout Farm is located downstream floe the project Site, on •the west side of Talbot Road, Any pollution Of the SPrinpbrook stream may
cause damage at the Trout Farm. The Contractor shall take all preceutlons
necestafy to prevent turn PollatlOM as the result of his Work. If, at any
time, Silting or Other pollution Of the stream does Occur as the result of
the Contractor's OPcratlens, the Contractor shall Immediately notify the
Trout Farm SO that they can take steps to minimize the damage which could
occur, If Such damage should occur, the Contractor shall bear all •responsibility,
A Stream gauging station weir is also located downstream, near the
chlorinator station. If the weir becomes silted up as tie result Of the
COntrrctor't operations, the Contractor shall remove all such silt from the
Weir, And dispose of as approved by the Engineer, •
Excavation Spoils And other deleterious materials, Such as dirt, silt,
cenent, or Petroleum products Crlginatln0 from the Contractor's Operation,
shall not be allowed to enter the Stream channel nor Shall Such contaminants
be placed where they may later enter this area. All rubbish shall ultimately
be removed from the site.
Mate; pumped Out Of excavations shall be discharged Into settling Pond or an •
area 5eperattd fron the natural stream channel. Discharge water returning to
the stream shall not increase the background turbidity by more than 10
Percent, measured With a Jackson Candle Turbldlmeter,
SPRINGS IROTECTIUN
The Springs shall At all times be protected from cOntaminatlor'., •
P .YMENT
Tne work specified In this section shall he cOns!dered tncidtntal to the
, •olect cost, and the expense shall be included In the lump sum bid or unit •Price bids, es applicable.
•
•
specs. 1A
6
• 2A. MOVF IN, PREPARATION OF SITE, VFMOLITIUN. AN. SALVAGE
... .... ... ........... .. ..... ........... ... .......
A. ACOPF
This section Covers the work necessary tot move in. preparation of the
site, demolition, and salvage of Materials. cneplete,
. b. MATERIALS
Provide all materials required to accomplish the work as shown and as
specified herein,
C. WORKMANSHIP
Gk.NFPAI,
Set up construction facilities in a neat And OTAfrll manner within the
site at location of choice as approved. ACCOMPllsh all required work In
accordance with applicable Portions Of these Specifications Or as
approved. Contlne operations t0 work area shown.
Some Obstructions may not he shown, Midders are Advised to Carefully
inspect the existing facilities before preparinq their Proposal$. The
removal and replacement of minor obstructions Such as drain nlpinq and
similar Items shall be anticipated and accomplished, even thOugP not Shown
or specifically Mentioned.
CONTAMINATION PRECAUTIONS
Prevent contamination of the project area. Do not dump waste nil.
runnlsh, or other similar mater,cis on the ground, use cautton to prevent
stream contaminatic•, no not deposit materials of any tyPe In the ♦[ream,
• OpOn completion Of the Pv<4#et, teMOVf the COMStrUCtlOn facilities,
Complete. And Clean OR the coh.-Tuction area to the satisfaction Ot the
Enntneer.
DISPOSAL OF WASTE MATERIALS
No Purninq of trash and waste materials wll be Allowed At the site.
Remove material from the site and dispose of In accordance with the
goveTnina agency safety and health requirements,
LAYING OUT TNt. MIIPk
St Akf out the work accurately from the lines established by toe onglnear
' and from information bn the Plans, Fatahlish grades and set natter boards
and reference Points as required. Have available on the Job. as required,
An accurate jnstTument far Checking grades and elevations. [st Abllah all
eleV6ti0ns from the bench marks Indicated or furl.lshed by the Engineer.
Maintain •nd Protect the batter boards until all related work IS complete
a$ Approved.
SPfcs. 74
1
w
CUTTING Awn nFmn LITink
pertbnM the work in a manner font will not ddmAge PArts of tn! Structures
A
not Intended [o he removed, If. In too opinion of toe Engineer, the w
Allot,
oOd o! ful[tnq used may tndanuer or 74 AAge Parts of the Structure Or
%thod the sgtISf R(Oty eper At Ion of the facilities, Promptly change (h!
method whvn ao notified by the Fnglneer. Perform a,! Cut[lnq required
r egerdte as of whether such Cuttinq is specltlrally lndloated, Yxamine the
Conditio sttuf lure! one make an estimate Of Cutting r,qutrtd And Other
will he vg t0 be enrOuntered In order t0 artOMPltth the work. Nq blasting
will ne permitted,
ParSENVING EXISTING NElkrnaCIN, •
where holes or opening, at. .0 be Cut In existing CnnCretl, pflelrV!
Intact exletinq steel reinf Ortlnq. where existloO retntore'lnq must be
r em ovl d, Anti where dlreCted by the Engineer, nee bars Ot aUr(ltllnt size
SUCH be soltfed in around the ob)lCtt t0 be !nflrte11 !0 the OVlnlpg, w
S u[n ears snap be Wattled to the ends or ex Ltlnq oart, .heat enall be of
sues else and length as to develop one full 3lrengtn t! [n! existing ber t.
SALVACF Ut MATFNIALS
'Artfully remove metlrye4 aPeN
the material, Neuse by the Cont c_ar O01l salvage ddme t e rial0.111 not r to one •
permitted, exCeot as spell ti eally Shown, sPACIIN d herein, or as approved.
The t0110w1nq Items SMAIL he Salva'i" and left At a deslgnACed location on
the sit! for the Ilwnlrl
1. rxi t Men9 el ,I A gat! valve and a1r.V4Caum VeIV! On the abandoned
w
20.tncn Melded s[fe{ rater Lin e.
2. Fxisftnq P.inen pate valve and the N•ineh welded steel Dlpe from
the lower infiltration gallery,
t. Fsistlnq 1s.inch CNP drain piping removed from above the main
I oft ltr at ton caller y, •
I`. PAYUF%T
Payment for the work 1n
SUM this seCtlCh .tll a inCluded as Part Of the lump w
SUM nt
Arpcs. 2A •
2
•
•
... .........
• A, sCOPl.
This section Covers the work Oecessaty for the earthwork, complete.
N. NATFP1At.s
The submission of a Proposal &t.all he conclusive evidence t"t the Pldder
has investigated the site ann is satisfied as to the conditions to he
encountered, as to the character, quality, and gnantltlet of work to be
oertormed and materials to De furnished, And as to the requireaents of the
Contract Documents.
•
SUBSURFACE IkY'UPkaTigN
NO lest Pits Of test hole& have been made at the work site, *I,.#pt loose
made by NArt-Crnw$et L ASSOClatea, Inc,. In August MS. Tre Engineer and
Owner will make AvdtlAhle to all prosvectlV- bidders, upon request Prior
• to receipt of Proposal&, all Information that they May nave as to
agbaNrface conditions end surface topography at the work site. SUfn
j nln[mAt 10n I$ Offered as SUDPlemehtary Information only. Nfither the
Fagln#er nor the Ownet assumes any rer OnSlrllltV for the Complet mess nr
Interpretation Of Such supplementary information.
UNCLASSIFIFO FSCAVATIUN
FaCAV&t1DU is OnCIASaltled. COPDlete 4.1 escavatlon regardless of the
type, nature, or enndltiOn of the materials encountered. The Contractor
$ball make rIs own estimate of the kind And *$tent Of the various
material$ to be e$Cavated In Order to accOmPIIIP the work.
F.APTN AACFFILL
•
Excavated material tree frnm roots, dehrl&, and other deleterious
materials.
The Initial 12 Inches Of earth VAckflll placed on the PVC $rest over the
gravel 0e01d in toe collection gallerlp, shall of free of all Sharp-edged
Ot bTOken rocks, rocks greater than 1-inCh diameter, $ticks, wood and any
• Other mated&I which could punCt Ure the PVC &heft.
The initial I feet Of earth badktlll filling the full width of the trench
♦bore the fnotlng$ and along the $Ides Of the new cutoff walls and outlet
bOxhs In hoth Infiltration galleries wall re select material with more
than SO percent Passing ine No. 200 sieve,
GPAVFI. PACFFILL
Thtse-then elms$ river-run or pit-run gravel tree from clay halls, roots,
and O"anir m&terlsl, reA►OnArly unjfor- grAdallon$ from coarse to fine,
cOntAlnlno sufficient flnr$ for compaction &$ $PeCltted. Select material
'tom Site PICAVAt IOh mefting the above requirements may re used, &a
&Pptoved.
SPecS. 20
•
r RImCH FKl'AVATIOH •
Trench excav Ation is unclassified. Remove all material regardless of the
nature, type, or condition of the material encountered, •
f1PAVEL FOP TPEhCH STAeILIZATIOh
Three-Inch minus river-run or Pit-rum i-evel, it,, from clay Palls, roots,
and Organlc matter uniformly Oradea from coarse to fine, 4utmlt samples
for Approval Prior to delivery Of the material to the site, .
m ACKFILL ARf)VF THE PIPE ZUHL
maTerials from the excavation Containing no particles larier than b-inCh
diameter, free from roots, debris. And orianic material,
TOPSnIL •
Topsoil small be selected trd. the hest materlAl to be excavated dt the
site, properly stored And protected, free from roots, sticks, hard Play,
and St Ones which will not PASS through a 2-Inch square opening, kempve
011stlno Mush and overburden before topsoil Is excavated, Provide
imported topsoil rf equal ivaltty if required to accomplish the Pork.
wATFR FUH CU%PACTIOW
Furnish as required,
r.PAVFL SIIRFAri%c
LrAvel surfacing shall of 1-1ie-Inch minus crushed racK or gravel
containing sgtticlent ttnes to serve As hinder, and shall conform to the
StAndard mighty Ay SPScIf ICat)nns for ease Course materials, Section 9.01.q
(1) - Crushed Surfacing, Submit 98mP1P Of the gravel and obtain
Fnglneer's aporovAl prior to dtltvety of tee material to the )obslte.
PIPPAP TYPE I •
Hard and durable OUArry Sinn@ with less than IS PPtcent wear -men tPtted
for resistance to Abrasion In comformAmfe to ASTm C SIS. Hulk density
Shall not be less than I60 Pounds per dry ruhic toot. The least dimension
of any One Piece Shall net be less than 1/1 the greatest dimension. A
minlmum Of So Percent of the volgme shall Pe In pieces rangfmg In $ide
from 2 to b cubic feet. SM4110T pieces Will be Allowed only to till In •
the voldS In the !drift atone. Submit samples Of the stone And Obtain
Fnglneer'S approval prior to delivery to the )obslte,
PIPPAP TIPF 2
HiPtAP IYPP 2 (light IOOse rlPtAP) shall conform to Standard Highway
Specifications Sections 9-I1.1 and q-13.i(2). A
Specs, 20
2
•
T UXbIDIMEtYR EUUIPNENT
Provide one Uackson water Turbldi%eter, Van water$ and Porters (VwP)
• Catalog No. 661Mn.005t two 75 Cm dradu Ated 4161S tubes. Catalog
NO. 66182.0061 two T5 cm graduated Glass tubes. No, bblMl•0011 aid One
doyen standard eandles. NO. 66184.A06s Deliver equipment t0 Owner at
start of construetlnn for L.ner's use In wonitorinq 5pringbrook Stream
water tufbldtty,
• CnMPACTION FnUIPmENT
Compaction eau lame nt ahnll be of suitable type and adequate to obtain the
densities specified and Approved. Compaction equipment shall be operated
In strict accordance with tha mAnufacturer's instructions and
reCOMmendatlnnS. EgUIPMent $hall be maintained In such cnndltlon that It
will deliver the manufacturer'$ rated Compaetive effort.
• C. wt1RAwAMSNIP
CLEARING AND GRIIRRING
Clear the site +Rhin the limits required t0 rOmPlett the work, Remnve
a t" •xlstlnq trots. htuSh, StCMpS, And Wuxi* MatetiAl On the site. Grub
ou! " LUMPS and root$. prevent damage to Adiacent trees which are to
remmin. Dispose of waste eater Tall from the clearing,
REMOVAL OF TOPpu1L
• Prier to beginning Any excavation Or till. remove the topsoil to a depth
Of 6 Inches Or to the depth whtCP it Occurs and Stockpile for future use,
In genefdl, topsoil $ball he ro�mved whatever suitable materlal exists
within the areas t0 be excavated. Topsoil Shall be stored cleat at the
COnftt'ICtiOn Area, Take reaspnahle care to prevent the topsoil from
becoming Mixed with Subsoil, In lieu of removing the topsoil, use
imported topsoil, at no extra cost to the Owner, for all tOPidil required
• for final grAdlnq.
GFNEWAL FACAVATION (INCLUDING POND NOTTDA MATIPIAL)
Perform all excavation of every description. regardless of the type,
nature. of eondttlon of materlAl encountered, as specifiedp shown, or
required to Accomplish the construction.
•
FxVAvatlon In the pond May be tac(litated ny draining the *Ater from tnt
POhdt however, the end of the existing drain line which PrOieCts into the
Pond shall first be uncovered to prevent flow or dirt and mUd from the
Pond Into the drain And into SpringbrooK Stream. Ilse other methods of
draining the pond It necessary and It the existing drain is inoperable due
• to clogging. Unclog the existing drain t It IS cloggtd,
StRUCTURAL FXCAVAtfOA (UNCLASSIFIED)
FxcAvAtl Dn Is UnCIASSItied. Fxcavate for Structures to the 11n*S And
grAdes shown Or as required to accompll ail the construction. Perform all
excavation regardless Of the type, nature, Or condition of the material
. encountered, The method of excavation used 1$ optionall however, no
specs, 1H
I
equipment shall me OVeratri within S feet of existing structures At newly •
COmp1.ted construction, except as approved, txCAVat ion that cannot be
done With
snetl without end Angering the p[tsent or nee structures shall be done rltn naca tools, '
LIMITS OF FXCAVATtUN
FXcavate to the depths non Widths a ♦horn. Allow for toms, working
space, and finish topsoil where required. DO not carry excavation for
!optima And Items Cooper than the elevation shorn. Excavation carried
btl)w the greets lines shown or established by the Engineer shall me
replaced with Approved cOmpa Cted gravel, EXCAVAttonS under toottngs shall
be filled with Concrete at equal strength to that of the tooting, Cuts
below grade shall he corrected by similarly cutting adlointnq areas •net
crea[ln0 a smooth transition, The Contractor shall bear All costs for
correcting OVereXCAVated areas, All 100tinas shalt be poured directly on
undisturbed material in the bottom Of the excavation, .
SNORTNG, SNFFTING, AND Rq AC1aG EXCAVATIONS
Furnish and instail shoring, Sheeting, And bracing required to Support
adiacent earth bank$ And structures, and for protection and Safety of all
personnel working In the excavations, All shoring, Sheeting, and bracing shall conform t0 the requirements of the state or local agtmcles having Jurisdiction over Such matters, PemOvP smofing, shooting, and bracing in
A manner that W111 protect the workmen and prevent [aVlnq Of banks or
damage to PrnDerty as the excavations are hacktllled,
PPOMMEIN OE EXISTING FACILITIFS DURING EXCAVATION
The txaCt depth And configuration of footings under the existing lower dam
waknll own end the existing cutott wall At the main Intiltratlnn gallery Are
un , protect these Walls from dAMage during Construction, and take
all rVQUtred steps to insure the stAhlllty of these Walls,
RF.MDVA1, OF WATER
Provide and operate equipment adequate to keep all excavdtlons and •trenches free of water. 140"OvP all water during period When Concrete 1s
being deposited, when OlPe Is being laid, during the placing of backtill
unless rater settling Is required, and at Such other times AS tequired for
tftiCltnt and sate exec Utlon of the Work. Avoid settlement or damage to
AdtAcent property, Dia POse Of water In a manner that will not damage
adlactnt Pfopetty, AS Approved, •
RACAVILL
PNEPAPATInNS FUR PLACING NACFEILL
RACkf III Around Concrete structures only After the concrete has
attained 2. 3 of the Specified CDPPTOSS1Ve strength, Remove All form •matetI&IS And fresh Irom the excavation "!tort Placing any hacktill.
Dhtaln the Engineer's approval of Concrete work and attained strength
prior to hacktillina,
specs, 7m •
t
•
Do not operate earth-mOVInq equipment within S feet of falls of
Concrete structures tat the Out"SP Of dePOsltinO Or cOmPdctlnq
bsCktlll material, except 43 Approved. COMPACT bdckflll Adjacent to
• Concrete fall$ with pneumatic tampers OT Other APPrOVPd equl pment that
will not damage the Structure,
GRAVEL RACNFILL DNDEM FACILITIES
Place GRAVEL MACKrILL In PrOVIOUSIV excavated areas under piping,
. SlfuCtures, and Other areas a& shown. DO not exceed loose depth 0f
lifts recommended by the compaction equipment manufacturer for the
Particular model used. CO'�Pact each lift t0 9S percent Of maximum
density at Opt Imum molatufe Content as determined by AASNTO T 99,
Method D.
Any subsequent dAmage to piping. Concrete structures, facilities, or
• Other structures caused by settlement of fill mater,41 shall be
corrected and rePalrpl by the Contractor At no cost to the Owner.
FILLS NOT UNnFR STRUCTIINF.S OR FACILITltS
Place herelnhetore specified EARTH R►CFFILL to the lines and grades shown,
as approved. Place till material in Paxlmum 12-Inch lifts and compact
• Pact) lift to 85 percent Of maximum density at Optimum moisture content as
determined by AASHTn I q9, Method D. Make proper allowance for topsoil or
OrAvPI surtAClnq where required.
INITIAL 12 INCHt.S uF FANT11 4ACxf'1LL AMnVE PVC SHEET
in the Infiltration galleries, no equipment shall be operated di ectly
On th' PVC sheet PldCPd over the gravel media. A minimum of 12 ncnes
Of ba.kftll shall first be placed Oyer the PVC sheet. Use Care In
Plac'.hq the baCktlll t0 Avoid puncturing the PVC sheet. Any punctures
shall he rePdtred to the satisfaction of the Engineer, in accordance
With Applicable portions of section, COLLECTOR MEDIA, No compaction
shall LP performed on the initial 12 Inches of nacktill.
•
H ACkFILL ALONG CUTOFF MALLS AND UUT LFT bIIAES
The select earth hAckfill with more than 50 PptCent passing the No. 200
Steve snail he placed far the toll width at the trench alOnq and ahoy*
the footings and along the wells t0 a total depth Of I feet. It shall
he Dlaceo In maximum 6-inch lifts And cOmpaeted to 95 percent of
• ma`.lmum denxlty At Optimum moisture content 43 Iftermined by A►SHTn T
99, Method r.
DISPOSAL AREA FILL
Use the coarser exc Avated material from the pond and/or Infiltration
• galleries t0 Construct A cnntAlnment dike aCrnSS the northwesterly end Of
the disposal area. The dike should be Sutt1Clent IV wide end high t0
retain all And any 1009e, wet material excAVAted from the pond Or the
Infiltration galleries. Fill ana grade the area as shown On the Plan&.
Compact material as required t0 achieve final grade and minimize
settlement.
•
SPecs, 2M
5
•
•
Mn Is T11PF CnNTPUL
During the Compacting operations. malrtaln Optimum practicable moisture
content required for Compaction purposes In each lift Of the earth till. •
Maintain molstire content uniform throughout the lift. Insofar mA
OfaCtlCarle, add water to the material At tre Site nt excavation.
SuPPiement, It required, by sprinkling the earth till.
no not Compact embanKPOnt material which Contains excessive moisture t0
0plain the required Compaction. Affair material ty blAdinc. dlacing, •
arf Owlnn, Or as apDf OveA, t0 hasten the drying process.
F APTN NACAt'11.1, APDIINn STPUCTUNES
plate EAPTN PACKFILL In all areas not designated to be gravel baektlll.
nePOSlt material from the excavation In litto of mAwimum owinch depth arl
Compact each lift to 9S percent of maximum density at optimum moisture .
content as determined by AASNTO T 99, Method D. Maintain material at
Optimum moisture content for Compaction. place backfill material free Of
roots, organic matter, trash, And rocks larger than 4-1nCh diameter. Stop
baCktlll at Specified glade to allow for placing of topsoil Or gravel
surfacing when required.
TPENCM EtCAVATInN AND NACKFILI. •
ExCAVATInN
FKCAvate tot the installation Of Piping and appurtenances.
ObstructlmnS such As tree roots, stuMPs, A"ndOned DIP,, And Other
Material Of all tyPes shall be removed at no Additional expense to the •
owner, Fxlsting drain Pipes crosslno the ttenen shall be removed and
replaced to their Original Condition At no additional expense to ins
n.ner.
TPFNCN WIDTH
Minimum width Of unsheeteA trentnes Or the minUmum Clear width of •
Sheeted trenches in which pipe is to he 141d Shall he IP Inches greater
than the outside dlAmeter of the pipe, except As apptnved, sheeting
requirements shall be independent Of trench width, The maximum Clear
width At the TOP Of the pipe or above the pipe will not be limited,
except In cases where excess width of excavation would Cause damage to
adjacent structures.
•
f.P ADE
Carry the oottom of the ttench to the tine and grade Shown, or as
PSIAbllfhed by the Emgfneer, Allow for Pipe thickness and for gravel
cushion Or Special bidding when specified. Nacktlll any parts of the
trench V%CaVated below grade with approved granular material and
Compact to a AemsltV VgUAI t0 the undisturbed trench bottom,
•
Specs. 2M
a
•
S NURING, SRt.t TiNG, AND NNACIN.: Up TPENCNt15
Efect, watntaln. And remove SMorl,lq, sheetlnq, and btaetnq as required
• by all tederal, state, And local la.s, Codes and ordinances,
REPOVAL or WATER
Removal of eater shall be of COmpil$hed as SPeClttea heteinbetote,
• TRENCH STABILIZATIUN
It, In the npinlOn of the Enolneer, the material In the bottom of the
t Tench Is unsuitable tar supportinq the plpe, exCavate below the flow
line as approved, and backflll to the fequtf#1 grade with gravel As
spevitl•d herelnbefore. Payment for this Wort WILL be -Ode as
Speclf"A in the payment section of the GENERAL CONDITIONS,
•
TPf-.NCM pACSEISL •dOVk: TNt: plpE ZONE
In trenches under all structures. road$. plping, OMA Similar
facilities, except where specttically shown or Approved. AePOSit earth
DaCKflll material In horizontal lifts not exreeAlnq I toot in depth,
Compact to 9n percent Of maxlmUm density at Optlagm moisture content AS
• determlmPj by AASNTO T 94, method D. Repair any Subsequent damage
cAuaed py Settlement at trent'nes at no cost to the Ih,ner.
In Other Areas, the exCAvat'ed tr►ncn matetiAl may be pushed by
mechanical means. first onto the slope Of the bACkflll Previously
placed And then Allowed to r "`11 town into the trenen, 00 not 4110w
. free fall of the matefI&I Into the open teener. Under no Circumstances
allow Sharp, heavy PIPCOS of material tO dr Or dlleetly Onto the pipe of
the material In the pipe Zone. BAOKfill material Shall not exceed 112
Cubic toot In 31le And shall be Intermixed with fine material. Neatly
windrow the material Aver the trench to provide for future settlement,
Any excess or detictency of hackttll material after settlement within
the guarantee period $hall he collected by rehr Adtnq And addlnq or
• removinq material,
SITE GRADING
Perform all earthworK to the lines And grader as shown end/Or ostAhltshrA
by the EnDineer, With proper Allowance for topsoil and gravel surtaclnq
where specified or shown. Shape, trim, and finish slopes to conform with
• the lines, gfa'1es, and crass sections aS shown Or Approved, Make Slopes
tree Of all eAPOSed root$ Ar9 Stores exceedlhq 3wlnCh diameter which Are
loose and liable to tell. Round top$ of banks to Circular curves, In
gemetal, not less than A a.toot radius, Rounded Surfaces shall pe neatly
and Sm00trly trimmed, DVetexcavatlnq and naektillinq to the Droner gtmd#
will not OF acceptable, finish site Oradtnq Shall he approved by the
. Englnevr•
• Specs. 2R
7
•
In existing road Areas where gravel surfacin0 is to be placed, plane away
all existing mud And other excavation material that would be detrimental
to the gravel surtaClnq if not removed. In general. the roadway areas •
small be graded to Allow Aiequ Ate space (depth) for the gravel surfacing.
shAll slope to drain freely without pondinn, shall provide an adequate
best for the Surfacing. and shall be Approved by the Engineer prior to
PI&CInQ the gravel surtaclnq.
PLACING PIPPAP TYPE I
Place fIPTAP Type 1 with tongs. Clam bucket, or other similar equipment. •
50 that the rlprap totes A single layer Paralleling the slope of the
hillside. Intermix the sizes of rlprap material to provide uniform
gradation hetween small And large material. Prevent damage to pipe or
ether facilities. Perair damage to the pipe at no cast to the Owner,
PLACING PIPPAP TYPE: 7 •
Place rlprap Type I (light loose rlprap) in minimum Is-InCP thick layer in
areas shown on Plans. Dress slopes to smooth grade t0 match Surrounding
areas And as directed by Engineer,
DISPOSAL OF FSCFSS EXCAVATION
•
DIPOse Of all #NCO$$ excavAtion by Incorporating the material Into the
It'll (emhankment) at the Southeasterly end Of the pond formed by the lower
dam, as shown. IInlformly grade Area to conform to Contours shown.
PLACING TOPSOIL
Areas to receive topsoil Shall InClgdv the Completed pond embankment •
slopes from top of slopes to normal waterline (Elevation 187), the entire
fill area at the soutrtasteriy end at the completed pond to the edge of
the gravel roadway. the Surface Area over the Infiltration galleries, and
in' dfeSSfdollp slope areas between the aCCeaa gate And the lower dam.
After rOLgh gfadlnu IS COAPlfted and approved, SpfeAd topsoil herefnbttore .
Specltled, Over entire graded area. t0 A minimum COmPACted depth Of b
Inches With surface elevations as shown. Loosen tM finished surface to a
depth Of J Inches And IOOVQ in smooth condition free from depressions or
huePS ready for seeding.
PLACING. GRAVEL SIIPFACING
•
Place the OrAvel surf Acing ■here Shown and as directed by the Engineer to
a COePACted depth of a IhCneS. Level And Qrade the QraVel surfacing so
that It does not exceed the txlStlnd Oradea along the fence beside the
road, so that It matches grades of manhole tops. Valve boles and other
structures. and conforms to the Oradea where shown on the Plans.
SPOCS, IN •
9
SETTLFMENT
• Any settlement In hackttll. fill, or 1n structures built over the baekflll
or fill, which may occir within the 1-year guarantee period in the GENERAL
CONDITIONS will he Consldere9 to be Caused by improper Compaction methods
and shall be corrected At n0 Cost t0 the Owner. Any structures damaged by
settlement shall be restored to their original Condition by the Contractor
Of no Cost to the nwner.
. D. PAYMENT
Payment for the Work in this seCtion, exclusive of trench excavation and
hackfill for the ductile Iron Pipe and cast Iron fittings, rlprrp. and
gravel surfacing. w111 be Included as part of the lump SUM bid.
TPENCN FtCAVATIUN AND R►CWFILL FOR DUCTILE IRON PIPE AMD CAST IRON
FITTINGS
Payment for this trench excdvatlOM and bacKtlll will he based on the oni[
Price per llnear toot Stated In the Contractor's Proposal. Trenches will
be Classified for 20.inch pipe and for DIDO less than 26.tnah. The length
Of trench will be measured horlsontally d1Ong the Centet line of the pipe.
from Center line of fittings or edge of structures. As apPIICAble• This
payment shall constitute full payment for the work as specified.
RIPRAP
Payment for rtPrap Types I and 2 will be based On the Unit Price per ton
• toted In the Contractor's Proposal, And the number Of tons placed Within
the authorised limits. This payment Shall Comstltute full Compensation
tot the Work as specified herein.
Duantttles for payment purPoses shall be the actual number of tons used,
based On trip tickets showing actual weight hauled, and signed by the
Engineer, Trip tickets shall be presented to the Fngtneer for his
signature as the material is delivered.
CPAVEL SURFACING
Payment for gravel surfacing Will he based on the arlCV Per ton stated In
the COntfactnr's PrDDOial. And the number of tops placed within the
AUthorlred limits. This Payment shall constitute full compensation for
t" work as specified nerefn.
guantltlef tot payment PUrOoses shall be the actual number Of tone Used.
haled On truck measure and trip tlCketS sinned by the Engineer, Trip
tickets shall be rresented to the Engineer tot his signature on the day
that the material is delivered.
• Specs. 2R
g
•
2C. COLLECTOR MFOlk
... ......... .....
A. SCOPE •
This section Covers the Work necessary for the collector meals, complete.
H. MATFP141,S
CxCAVAt1ON
Excavation Is inclassitled, Complete ■ll excavation regardless Of the
type of materials encountered. The Contractor shall make his own esU Mate
of the kind and extent of the Various materials which Will be encountered
In the excavation. •
GPAVEL MEDIA
Gravel Media shall Contorts to gravel backtlll for dr Alns as specified in
Section 9.0I.12141 Of the Standard Highway Specification$. All requests
for substitutions shall be aCcOMpanitd by a grain slie analysis of the
material proposed for Substitution. •
PVC (POLYVIMYI. CHLORIDE/ SMEET
PVC sheet shall be black and of 20 mils thickness with no rip holes.
Material shall meet the applicable ASTM Teat Methods. and sin .+! et
supplied by Stott Industries, Inc., Rell0vue, Washington. •
Adhesive tot Making requited PVC sheet Connections shall be at t011oWst
(1) PVC-to-PVC use State Solvent Blend No. 220.8, or as approved, (2)
PVC-to•Concrete use Stott AdheslVe No. 429, or as approved.
C. WORKMANSHIP
-.--.------ •
EXCAVATION
C Ont Orm to applicable PortiOMS Of Section, EAPTHWORK, Excavate all
existing materials within the infiltration galleries to the grades shown
and as directed by the Engineer. Because of the nature of the excavation
regUfred@ the final limits (vertical and horlxontal) of excavation will he .
determined by the Engineer in the field. Exercise care In excavation to
avoid punching or damaging the AgUatlpde.
Remove existing collector Pipin9 and separdte from excavated MM eflal.
Haul from the site And dtsoost. Alternatively, the ex-sting collector
piping may be Crushed, mixed with the excavated material, and disposed of •
by Placing With the excavated Material as specified below. Pipe shall be
Crushed sufficiently and Mixed with the excavated material In such
proportions And Manner that no Vold$ will he created In the embankment of
41SPOsed excavated material. No pipe pieces shall he placed within 1 toot
of the Surface Of the embankment.
Specs, 2C •
•
"015TVpF CnNTROL
During
th! fom0aCting operations, ma1^d 'in optimum DNGttCiDl! mol6t U[e •
l.
maintain motstuto content unitefm through Out the alift. cavati AS
Content reoutred for compaction Purposes Lh H he lift Ot the latch ill
he
Dt
SuvPlemin te' Itdregu ired,ebYhiDrink llnV tneteutht ill Lexcevatf on,
oisture
no not compact embankma Mt material Whtlnm+ r eClU,
terials byxblidlno,m le diaCingr •
obtain Inc required comb action.
Altah ire ewlnq• or as
approve,,, to hasten the drying D q
FApTH HACKVII'l. APUUNh STpIIC TUMLS
,lace EAPTN pA[KFILL In all sieef not AVSignated to De Vtevel bafktlll. •
DlDbflt material ti Tom th! excavation In lots Ot maximum P•l mCm depth
tur and
Method D• maintain material at
Deposit each Iitt to q5 Deft!^[ Of maximum density et optimum moisture
content as determined by AAS HTU T 991 place oacktill 14tertal tree of
And rocks large[ than A`lnch '• motor. Stop
optimum moisture content for compact D.
[ants, Oro An1C matter• trash, v
bACKtill et So CIt ' gf ed! t0 allow for Dlaf!^0 of tCDs0l1 OT ord !
f uriaclnq when required.
TpL%CH LXCAVATIPN AND NACKFILI.
t XCAVATInN
Fxcavatr
for the installation of Plptnq and ndoneappur ePipe, ,
C1bftTUCtlnns such as tree roots, stumps, ab AA Aoned Vlpl, and nae aloof
material
F Of E all
die hf plpeshall b crossino the t[lhf hIt no l shal e removed ll blxremoved tth de •
replaced to their original Condition At no Additional expense to the
❑wner,
TRFNCH WIDTH •
ear width Of
minimum rtdth at Ynsheete1 trenches or the minumOm cl
l lta OVeA.
sheeted trenches In whlc, PtPe Is t° ^! Isia Shalll he
Sheeting
ip inches greater
,,lot of t dt he PSDl. AS hThe may Smum tiler
than the outside dla
requirements shall be independent Of trench Width.
width at the top at the pipe of above the Pipe Will not b! a 44m A,
except In tales wn^re excess WI Ath of excavation Would
CAu3am•oe t0 •
adjacent Structures.
GRADE
carry the beltom of the trench to ih! 11^! ahA grade,
[d A! 6hOwhr Or a6
ter P1Pe thlCknls! y Parts ter Of avei
established by the Engineer, Allow
treh[hn a oCdVAtldabllOvd OTAdlhwlt ring Wen I +Pproved ofanglArlmatlrtAl and
the •
compact to a AenSlty eoUdl to the
ahelftur0ld trench bOttbm.
•
Specs. 2%
a
•
SNURING, ,41FFTING, AND NRACING nF TpFNCNFS
Erset, maintain, and remove snoring, Sheeting, and bracing as required
• by all federal, state, and local law&, codes and ordinances,
RF'NDVAL (IF wATLR
Removal of Nater shall he accomplished as specified hereinbetcre.
• TRLNCN STABILIZATIUN
If, In the Opinion of the Engineer, the material In the bottom of the
trench Is unsuitable for supporting the pipe, excavate below the flow
line as approved, and backtill to the required grade with gravel As
specified herelnbrfore, payment for this wOrk will or made as
a plcllled in the payment "Ctlolt of the GENERAL CONDITIONS,
•
TRF.NCN PACKFIL6 ARDVF. TNF. PIPF ZUNF.
In t enches under A11 structures, roads, piping, and a1m11ar
tar .!ties, except where specifically shown or approved, deposit earth
backtill material In norlsontal lifts not exceeding 1 toot in depth.
COmP8ct to 90 percent of maximum density at optlmuw moisture content as
dot rrmineA Oy AASNTD T 99, method D. Repair any subsequent damage
caused by slttlrmint at trenches at no cost to thw Ilwnlr,
In other areas, the exCayated trench materla: may be pushed by
mechanical means, first onto the slope of the backtill Previously
Plated and then Allowed to roll dawn Ihto the trench, UO not allow
• free tall of the meterlal Into the open trench. Under no circumstances
allow Sharp, heavy pieces of material to dr OP directly onto the pipe or
the material in the pipe Zone, backtill material shall not exceed 112
cubic toot In SIZV And shall be lntrrmised with fire materlal. Neatly
windrow the material over the trench to provide for future settlement.
Any excess or deticlen y of backtill material after settlement within the guarantee period sh.,ll be corrected by regrading and adding or
• remnving material,
SITF GRADING
Ptrt Ofm all earthworK to the llbes And grad!& as shown and/or rstanlished
MY the Fnginelr, with proper allowance ter topsoil and gravel Surfacing
where specified or shown. Shape, trim, and finish slopes to conform With
• the lines, grades, And cross sections as shown or Approved, make slopes
tree Of All exposed roots and stones lleeedlna ),Inch diameter which Are
loose and liable to tell. Round taps of banks to circular curves, In
general, not less than A 6-foot radius, Rounded surfaces shall be neatly
And amoothiv trimmed, Overexcavating and haokfilllbq to the proper grade
will not be Acceptable. Finish site grading shall he approved by the
• Engineer,
•
Specs, 7B
T
•
Im e%istino road areas !here oravel surfacing Is to tie placed, blade Away
all existing mud And other excavation material that would be detrimental
to the gravel surfacing If not removed. In general. the roadway areas •
snail or graded to allow Adequate space (depth) for the travel surfacing,
shall slope t0 drain treaty without panning. shall Df Ovldt an adegUAte
base tot the s-urfacing. And shall be approved by the Engineer Prior t0
Placing the oravel surtaclnq.
PLACING xiPPAP TYPE 1
Place riprap Type I with tOngs, CIA' bUCket, Or Other similar equipment, •
60 that the rlPrap forms a single layer paralleling the slope of the
hillside. Intermix the ■Izes Of riprap material to provide uniform
gradation between small And large material, Prevent damage to pipe or
other facilities, PaPalr lamage to the pipe At no cost to the Owner,
PLACING NIPPAP TYPE 2 •
Place riprap Type 2 (Ilght loose riprap) In minimum 18.1ncn thick layer In
Areas shown on Plans. press slopes to smooth Bradt to match surrounding
areas and as directed by Engineer.
DISPOSAL OF EACFSS EICAV,TION
•
nlposr of all excess er`av Atlon by Incorporating the material into the
fill (embankment) at the southeasterly end of the pond formed by the lower
dam, as shown. Ilmltormly grad! Area to Contotm to Contours shown.
PLACING TOPSOIL
Areas t0 receive topsoil small Include the Completed pond embankment i
elopes from top of Slopes to normal waterline (Elevation 167), the entire
till area At ine southeasterly end of the completed bond to the edge of
the oravel roadway. the surface area over the lntlltraticn galltrios. and
the dresLsfd.Up alone areas between the access gate And the lower dam.
After tough oradlnU 1f ComPleted and Approved, spredd topsoil herelnbefore •
soecltltd, over entire graded area, to a wlnlmum compacted depth of 6
Inches with surface elevations as shown. Loosen the finished surface to a
depth of i Inches and leave In smooth condition ffee from depressions or
humps featly for seeding.
PLACING GPAyfL SONFACING
Pla[e the gray!) surfacing whlM shown and as dlrl Ctld by in* Cg91nler to
A compacted depth of ♦ InChls, Level and grade the gravel surfacing so
that It does hOt exceed the exlatlnq gf AdgS along the tense beside the
road, so that It mAtghes gfAde♦ of manhole tops, valve OOxes and other
structures. And conforms to the grad!, where shown on the plans.
i
Specs, 7N
x
SETTLEMENT
Any settlement In hacxtlll, till, Of In Structures built over the backtill
or till, which way occur wR nln the 1-year guarantee period in the GENERAL
CONDITIONS will of onnSlderel to be CauSed by ImPfOPer COaPedtlOn methods
and Shall be cOrreCted at no Cost t0 the Ownet, Acy Structures damaged by
settlement snail be restored to their original Condition by the Contractor
at no Cost to the hwner,
• D. PAV*ENT
Payment tot the wOrx In this Section. exclusive at trench excavation and
backflll for the ductile iron Pipe and Cast Iron fittings, flprop, and
gravel surfacing, will be Included as part Of the IUSP Sum bid,
TRENCH FtCAVATIUN AND NACKrILL FUR DUCTILE IRON PIPE AND CAST IRON
FITTINGS
PaYmenL for this trench excavation and bacxflll will ht bate-d on the unit
Price net linear toot Stated In the Contractor's Proposal, Trenches will
be classified for 70-Inch pipe and for pipe less than ]n.Ineh. The length
of trench will be measured horizontally along the center lint of the Pioe,
from center line at fittings or edge of structures, as applicable, This
Payment Shall constitute toll payment for the work as Specified,
RIPPAP
Payment for riprap types I and 7 till be based on the Jolt Price Per ton
• stated In the Contractor's Prnvosal, dnd the number of tons plated within
the authorliod limits. This payment shall constitute full compensation
for the work as SPeCltled herein,
Quantities for oaymtnt PurPOSeS shall be the actual number at tons used,
based On trio tickets Showing actual weight hauled, and signed by the
f:mglneer. Trip ticxets shall be presented to the Fngtneer for his
Signature as the material is delivered,
GRAVEL SUHr ACING
Payment for gravel Flrfacln0 will be basin On the Price per ton stated in
in* Contractor's Proposal, and the number at tons PI4CV1 within the
authorited 1111ti, This Payment Shall constitute loll Compensation for
the work as Specified herein,
Quantities lot payment purposes shall be the actual number Of tons used,
based on truck measure and trip tickets stoned by the bnuinrer, Trip
tickets shall he presented to the Engineer for his signature On the day
trot the material Is delivered,
Specs, 7w
9
•
2C. COLLECTOR MFDtk
A. SCOPE. •
This Section Covers the work necessary tot the c011eotOr media. complete,
R. MATFPIAI,:
EXCAVATION
Excavation is uneieSsltied. Complete all excavation regardless of the
type of me•H lets encountered. The Contractor shall +axe MIS our. estimate
of the Kind and extent of the various materials which Will be encountered
In the excavation,
GPAVLL MEDIA
Gravel media Snell conform to Travel bacxtill for drains as specified In
Section 4.01.12(4) of the Standard Highway SPeCificatI0MS. All requests
for Substitutions shall be accompanied by a grain bile analysis Of the
material proposed for substitution.
PVC (POLYVINYL CMLOPIDE) SWEET
PVC Shalt Shall he black and Of 70 mils thick ess with no rips Or holes.
Material anall meet the applicable AST" Test methods, and shall 'ro As
Supplied by Staff Industries, Inc.. Hrllevue. Washington. •
Adhesive for , ' .nq required PVC sneet connections shall be As follows!
(1) pVC.to.p VC ose Staff Solvent Mlend No, 720-8. or as approved! (2)
r VC.Ip'co •Iete use Staff Adhesive No. 42q. Or as approved.
C. WORKMANSHIP
........... •
EXCAVATION
Cantatm to applicable Portions at Section. EARTHWORK. Excavate all
existing materials within the Infiltration adllerirs to the Grades shown
and as directed by the Englneer. Because at the nature of the excavation
regulred, the final limits (vertical and horizontal) of lAcavatlon Will be
determined by the Englneet In the field. Exercise Care in eXCdVAttpn to
avola punching or damaglno the aquaclude.
Remove .xistlnq Collector olpinq and separdte from excavated material.
MAUI trom the site and d150050. Alternativelyo the lXixting Collector
Piping PAY be CTUshM, mixed with the excavated material, and dISPOSto Of
by placing with the excavated material as specified below. PIPe shall b! •
CTI'Shed sufficiently and mixed with the excavated materlAl In such
proportions And manner that no voids will be created In the embankment at
disposed excavated material. WO pipe places shall to placed within 1 toot
of the Sgrfaee of the embankment.
Specs. 2C •
1
h ISPnSAL OF EXCAVATED MATERIAL
• bispese of excavated material by placing In the embankment Piro at the
Soutntasterly end Of the pond formed behind the lower dam. whore shown,
Placement Of material shall conform to applicable Dortlons of section,
EAMTHOORx.
DFwA TFRING
• Conform to applicable portions of section, EAPTHWORk,
G1IAVFL MEDIA
The excavation shall "t uniformly shaped and approved by the Engineer
before any gravel media is placed, Gravel shall or kept Clean throughout
the pldClnq operation. Gravel made dtrty In any way shall be removed and
replaced with clean gravel.
The portion of the gravel beneath the collector pipe shall he leveled to
provide A uniform tied for the pipe, ►fter the Pipe IS Placed, the
remainder Of the gravel shall be Placed In uniform thin layers in a manner
which will neither damage nor dlstufl the piping systems, The top of the
gravel shall be leveled and contoured to the elevations shown Or as
directed by the Engineer. Any qravel Prevl0451Y Placed Which Is
subsequently disturbed shall be replaced by the Contractor in an approved
manner at no additional cost to the nwner.
COLLECTOR PIPt
Furnlshing and Placing Collect Or pipe is specified In section COLLFCTON
plpE'.
STFAIL17ATTUN AND FLOSHING
Prior to the Installation of the PVC snort, and after the gravel media and
collector PIPP nave been Installed, allow the natural fioW Of Spring water
• to flush the media .antl PIP#$. Discharge the flushing water t0 Waste
through the drain valve In earn gallery Outlet box, luring the tlUsnthq
Operation, abray o sterlllsinq mixture of Chlorine-water solution having a
free chlorine residual of 40-SO ppm onto the surface of the gravel media.
Prepare the SteTillatnq MIXture by the hyPOchlOrlte method Specified In
section, DUCTILE IR(IN PIPE ANn CAST IRON FITTINGS, Apply the aterllitinq
mixture At the rate of O.S gallon per square foot or at a rate sufficient
to produce eh acceptable sample of water at the outlet box. After the
Sterlllzing mixture has been applied, waft a minimum Of a hour$ and than
flush the sterlllsinq mixture from the media by alternately closing and
Opening the drain valve In the Outlet boxes to cause the Water surface In
tLe galleries to rise to the tot) of the media aid fall back down agar.
Repeat the sequence of closing and opening the drain valve until the - 'ter
• leaving the outlet box has no more than A 1 PRO chlorine rea dual, Toe
flushing VrOrrss MAY to aided by Spraying clean water over the top of the
media with a lire hose or by Other approved means. The Owner will SAMPle
the effluent water At the outlet boxes. After the sterilizing and
flushing Process haS porn completed, take all necessary Precautions to
Prevent any farther contamination Of the media, Dispose Of the
Stertllsing matey 43 Specified In section. DUCTILE IRON PIPE AND CAST IRON
FITTINGS,
Specs. 21'
Z
INETALLATIUN (IF PVC SHEET •
PVC short shall be Installed over the entire surface area of the gravel
media in the collectlon galleries, Contractor ■hall make necessary field
measurements Prior to start Of fabrication to assure proper fit of the
sheet, Connections Of the sheet to concrete surfaces shall be as shorn on
the plans, Asphalt, tar, Or rubber base adhesive& shall not he Used, No
PVC sheet shall he Installed nor earth backfill material Placed on the
sheet When air temperature is less thar 50 degrees f', and the day Is
Cloudy, No PVC &beet shall he Placed When relative humidity In more than
80 percent, When it is raining, Or When there Is frost on the ground,
I-aP Joints Shall or Used t0 seal factory fabricated pieces Of the sheet
together in the field. The lap joints shall be tOrmld by lapping the
edges of Pieces I InenOs minimum, Contact surfaces of the pieces Shall be
cleaned to remove all dirt, dust, moisture and other materials. The
solvent supplied by the manufaCturer shall be dPPIIed to both contact •surf,:Crs and the two surfaces joined lmmedl Ately. A rlgld, flat surta0e
Shall be placed Under that portlun of the seam being sealed,
After flVId joints have been made, a minimum Of four Samples per joint
Shall be removed from the iOtnts by the Contractor at locations selected
by the Engineer, These samples will be tested to determine the tensile
strength Of the field Joint. The tensile strength requirement of the
i Oint Shall he a minimum of SO percent Of the tensile strength of the
liner material, The Cost Of testing Shall
bla, be includes In the COnt raetOr's
Concrete surfaces to Which PVC sheet I$ to he AttaChed, or In COntAct
with, shall no grOJnd Smooth Using suitable grinding equipment, All tins
and protrusions snail be removed, After grindinq. the Concrete surface
Shall
tiC
id
to I
water.beTblched rt
arid to 3 ps
acidith SOIVt IOna shall[be Washed doff the surfacebefore&rt applying
the adhesive.
Any necessary repairs to the PVC Sne Pt shall be made With the sheet
material itself and the use Of mAnuf Actutec-supplied solvent, The solvent
Shall be applied to the contact surfaces Of the Patch and the piece t0 be •repaired and the two joined Immediately, All
out wrinkle{ ,hall he Smoothed
All PVC sheet Installation shall be under the direct supervision of a
field representative of the Sheet supplier, The supplier Shall furnish
additional ■UrervlSOry help AS required, The field representative shall
be on the Site at all times When the sheet Is being installed,
E.APTh SACNEILL AND TOPSUTL
Specified In section, EAPTNWOPN,
n. PAYMENT •
Payment for the work In this section will he made At the unit prices
stated and Shall be included under the followinq firms,
Specs, 2C
I
• F.KCAVATION
Payment tot eYCavattOn Will be Made at the Unit Price per Cubic yu.d
• Stated In the COnt[ACtnr'3 Propnsal, Field measurement will Include
only the actual in•Placa quantity, within the authorized limits of
excavation, as measured by the Engineer and Contractor's fepresentatlVe
after e%CaVatlOn 1t complete, prior to Placement of the gravel media,
COMPuted yardage shall be sorted upon and made a matter of record by
both Engineer and Contractor. Inc nuantlty for Payment purposes shall
• be that amount certified by the Engineer,
Payment for this Item Shall tnctude full compensation for all labor,
equipment, MaleTlals and incidentals necessary for excavation,
devaterinq. disposal Of exCaVated material, and all other worm
Specified herein, and not SPeCittPaIIY Paid tot elseWhftf Under this
sectlon.
• CPAVI:L MEDIA
PayMtnt tot gravel Media w111 be Made at the Unit price per cubic yard
stated In the Contractor's Proposal. field measurement will Include
only the actual ln•014c* quantity, Within the authorized limits nt
Placement, as measured by the Fngl Peer and Contractor's representative
• after Plate"Mt IS C"Plete. Prior to P1afeMeht Of the PVC sheet, earth
b ACxfill, a'id topsoil, COIIMdt Or Pipe vole Me Will not be subtracted
from the COMputtd yardage, COMPUted yardage Shall be agfeed upon and
made a matter of record by both Engineer and Contractor. The quantity
for Payment purposes Shall be that amount Oertltled by the E.nginter.
• Payment for this item Shall Include full Compensation for all labor,
equipment, materials. and Incidentals necessary to furnish end Install
the gravel Media, complete, including sterilization and flushing,
PVC SHIFT
Payment Inc the PVC Inert will be made at the unit Price per square
yard stated In the Contractor's Proposal, and will he based upon field
measurement of the actual In.place quantity, within the authorized
limits of placement.
PAYment fnr this Ile. snall Include full COMPenaatlnn for all labor,
equipment, materials, and incidentals necessary to furnish and install
the PVC Sheet, complete.
•
Specs. IC
•
7D, MANHOLE CONSTRUCTION
A. SCOPE
This section covers the wort necessary for the construction of manholes,
Complete,
R. MATERIALS
e.PUSHFD GPAVFL FOP PACMFILL IINDFP NASF
Fine-InCh minus Crushed gravel Or cfusheA rock, tree from dirt. OlaV bAIIS,
And Organic material, Uniformly o 'led from coarse to fine, contafnime
tines for compaction. Conform to App1ICAble standard Mlghway
SDOcittcations for such material, •
CONCMF.TL
AS SPCOJf Ied In sectlOM, CONCRETE. Ready-Pi Se A, conforming to ASTM C Ma,
Alternate g, CO%Presslvt flail strOngtr for manhole bases Shall be not
IOSS than 2,500 PSI at la days, Mamlmg,l Site Of aggtegatr Shall be •
1-VT-lnem, SIUMc shall be between 7 and A Inches,
FORMS
Flterldr ekpOSed SuffACPS Shall be Plywood. Other% shall be matched
beards, Plywood, Of Other GPPFOvtd mateflal. Form all vertical Surface$,
Trento .ails, large took, or earth will not be apprevel form material,
REINFORCING STEEL
COMtOrM to ASTM A 615, Grade 40, def Pt Mfd bats,
CAST-IN-PLACE MANHOLES
Coat-In-PJAct tyP^ mtntIO10S 'AV be used provided All details of •
construction are approved by the Fndlnetr,
PRECAST MANHOLE SECTIONS
Pf OCAtt manhole SOCtiOMS Shall be 19-Inch diameter and Shall conform to •
ASTM C 479. Minimum wall thickness SbAll be A Inches. Provide eccentric
cones for all manholes, unless otherwise shoran, Cones shall have same
wall thickness and reinforcement am toe Manhole spctlon, rop and bottom
of All cones and sections Shall be Parallel. Manhole steps small be Cast
to the Pftc4tt sections by the manuf Acturet Of the Panhole Sections.
Joint% Aholl be tongue and-groove of keylock type. The contractor's
Attention Is dlfecttd to %ptclflcatfon for MORTAR hereinafter, •
Specs. 7r
1
• lndloated and cover exposed edge of pipe completely with mortar. Trowel
all mortar sdttace& smooth.
r NANHOLF &XTENSIONS
Install extensions as shown on the Plans, and to helgnt deterwined by
Lngineer. bay grid@ rings In mortar with Sides plumb and tops level.
Seal joint$ with mortar as soeottled for manhole sections. Extensions
shall be watertight.
NANMOLE. PINGS AND COO RS
install rings and covers on top of Manholes t0 positively prevent all
infiltration of surface or OToundwatel Into manholes. Pings shall be set
1n a bed of mortar wltn the mortar carried Over the flange Of the ring.
Set rings so tops of covert art flush with surface Of adjoining ground
. surface, unless Otherwise shown or directed.
D, PAYMENT
Payment for the .Orx In this section, exclusive of the additional manhole
depth on manholrs over h feet deer. will be Included as part of the lump
sum of".
ADDITION\L NANHULL DEPTH
Payment for additional manhole depth on marneles Over b feet deep w111 be
made at the unit price per linear toot of depth stated in the Contractor•&
• Proposal. Manhole depths w111 of measured from the top of the manhole
frame and cover to the manhole invert at the center of the Manhole. The
depth will he to the nearest fool, As measured by the Engineer.
Specs. 20
2r. —ASS SG1.Dl NC. •
A. SCPPF •
This section covers the worx neCefaAry for the OrOSs sfedin'J, ComPletf.
B. MATFRIALS
GF h1.R Al.
An approved type MYdrOOefdfr which utilises water As the earTyln9 OOtnt
ahail be Used. Other Aethods of loving he Owed will be coniinerl0, nut
,Mall not be Used wltheut the Fngineer's approval,
NydroSefdln0 materials 311611 conform to St Ahdard Nlohvay Specifications •
Factions 6.01.1 (-41 tnronOh A-n1.1 (11 Ann 9-14.2 thtou0h 9.14.4 for
rOAdside saediho.
St.t n
Fectlon 9-14,7 of the Standard Nlghway Specifications is supplemented to •
Include the tollnwin Oa
4 Seed mixture Of the followln4 composition, Proportiono and nUalltV !hall
of applied at the rate of 100 Pounds Per acres
Find and vArletY Percent By Min, Pct. Min. Pct, Of
(It Seed In Mixture welOht Put@ Sled Germination
Colonial Rfnt OrAss 10 Percent 4,8 Percent 45 Percent
(Nighl Ahd Or Astorid)
Ned Fescue (Illshfe 40 Percent 14.20 Percent 40 Percent •
Hatnter or Penn LAwn)
Perennial Rye 40 Percent 34.7n Percent g0 Percent
White I)Utch Hover 10 Percent 9.yu Percent 40 Percent
tyre-lno0ulated)
•
PlfCeM wlfA Seed .SO {'et. Max.
Inert and Other Crop 1.40 Pet, Max.
...............
TUT a I. 100,an Pet,
•
FlPTILiLFA
Sertlon 4-t4.3 (1) Of the Standard NlOhwaY SPfolticatlOn, 12 SUPPIlmented
to Include the rollowin9t
•
Specs. 2F
1
•
PRECAST HASCS, HASF. SrCTIOMS. Ann FLAT SLAP TOPS
Ilse flat tla1, tops -here shorn, Precast bases and base sections may be
• W 1 At the option of the Contractor. All Units shall he as ManUtacturtd
Py Lundberg Concrete Company, Tacoma. Washington, or As Approved.
Thickness shall he As Shown. Steel reinforcement shall De adequate t0
support all dean and 1lvp lords on the manholes. and As approved by the
FnglneeT.
• m►NHnLt EXTFNSIGNS
Concrete grade rings for rxtenSlons shall he a maximum at b Inches high
and shall be aPpfnved by Fnginerr before inatallatlon. Extensions will be
limited to A maximum height of 12 inches, unless otherwise shown, Finish
grade for manhole covers shall Cantor- to tinlshed around unless otherwise
directed by the Fnglnter,
•
HURT AR
Standard premixed mortar conforming to AST- C 307 or proportion I part
Portland cement to 2 parts clean, well•otaded sand which will Pass a
l/R•inCh sCretM, AgMIXtufet MAY Of Used not exceeding the following
Percentages of weight of cement: Hydrated lime . lu percent, dlatooactous
• ea•th Or other inter materldis - 5 Percent, Contlstency of mortar snail
be turn that It will readily Adhere to the Pipe If using the standard
t on gUt•an d.gro0v♦ typt joint, it the Seylock typo joint Is U1ed, the
c OnststenCY shall of such that ewrtas mortar will be forced out Of the
groove And suPPOrt is Mot OTovtded tot trio next ' tocost Manhole Section t0
he placed. Mortar mixed tot longer than JO Minutes shall not be used.
• PROrnPMiD PLA5TIr GASXFTS
Preformed r14st is gaskets may be used to lieu of mortar type Joints and
Shall he RAM-Ntk, Manufactured by X.T, Snyder Company, Inc., Central
Nations. PAhk m011dinne Houston, TexaS# at as approved. Meetlhq ♦11
requirement% Of Federal Sp*CJflCatlon 55.5•n0210.
•
MANN n1,F SAFETY STIPS
Steps shall no steel ennforming to AST* A Ib, gAlvahlAed in accordance
with ASTM A 121. Site shall be 12•lnCh by $.inch by 1-inch. drop front,
with A Minimum Section at 1/4.lnch diameter. conforming to wISHA. Steps
to be cast In manhole Section& by manufacturer,
•
MANRnLF. FRAMFS AND Cnyf;NS
Nanhole frAmes and Covers shall be cast iron, simiinr In sire and .haPP to
that shown On the St Anidrd manhole Detallt. manhole covets On the storm
drain manholes shall he Oast with the word SF.NI'R. And shall be UlympiO
• Foundry No. 5922 with Style C lid, or as Approved, Manhole cover► on the
manholes Over the collector pipes in the IMfIlttAtlOn 44ilory shall be
Pipeline FrOdUCts Company MM.100.24AL with security lock, Of As Approved,
•
SPMOS. 2D
2
•
2F. GAASS ALDIN6 •
A. SCOPF
This section covert the Work necasaary for the grabs seeding, COMPlett.
I,. MATFRIALS
Gr NLRA1.
An approved type hydrosee�er which utilises Water as the carrying agent
shall bt Used. Other methods at sowing the seed will he Considered, but
shall not be used Without the FrIglneer"s approval.
Nydr*%eedlnq materials shall Conform to Standard Niohway Specification$
Sections 9.01.1 (s) through a.01.1 (71 And 9.14.2 through 9.14.4 for
roadside seeding.
Stj D
Section 9.14.2 of the Standard Mlghway Specifications is supplemented to
Include the followings
A seed mixture Of the following COMPOslflon. proportion, and quality shall
he applied at the rate of 100 Pounds Per Acres
kind and variety Percent My Min. Pet. Mina Pct. of
Of Seed In mixture Weight Pure Seed Germination
..................... .......... ............. ............
Colonial Mentgfa$s 10 Percent 9,4 Percent 95 Percent
(Rlghland Or World)
Red rescue (Tllahte 40 Percent 19.20 Percent g0 Percent •
Rainier ^r PennLawn)
Perennial Ayr e0 Percent 19.20 Percent 90 Percent
white Dutch Clover In percent 9.90 Percent 90 percent
(Pre.lnoeulated)
Percent M!!d Seed .SO PCs, Max,
Inert am Other Crop 1,40 Pct. Max,
...............
TOTAL IOO.nO Pct.
FI.RTILIZER
Section 9.I4,3 (1) Of the standard MIghWAy Specifications to supplemented
to Include the tolloringf
specs, 2F
1
•
C. WORKMANSHIP
EXCAVATION AND HACKFILL •
Conform to applicable portions of section, FARTHNORK, backflll around
Manholes Shall be at the highest quality of trench oaCkftll Immediately
adistant, AS shown,
GRAVEL bASF. •
Remove water from the @XCaVatlOn. Place a minimum of 6 Inches Of gray/l
hest and thoroughly Compact with a Mechanical vtnrating or power tamper,
COMCRFTt RASE
Construct Concrete hAse as shown on the Plans, Vibrate to deMSttY in! •
Concrete and screed So that the first precast Manhole StCtlon to be placed
has a level, uniform bearing for the full circumference.
Deposit sufficient mortar On has* to Assure •Atertlght Seal between base
and manhole wall Or place the first precast Section of manhole in concrete
hate befOr! Concrete has Set, if preferred. First section Shall be
properly located And Plumb,
PLACING PRECAST MAMHnLE SECTIO'HS
,lean ends at sections Of foreign Materials. Thoroughly wet Joint with
water prior to Placing mnrtAr, Place Mortar on groove at lower section,
Set next section In Plaeea Fill Joint Completely with mortar of the •
proper consistency. Trowel interior and exterior surfaces smooth On
standard tOngU!•an d•qr oO V! Joints. wipe Or Otherwise clean the excess
Mortar from the inside Of the KeyloCk Joint,
when the klylock Joint 10 Used, It 15 the intent that the void between the
tongue-And-ornove be completely filled with mortar and that the Interior
And exterior end faces of ine section to be placed seat fully on the •
Previously placed section.
Prevent mortar from drying ont and Cur! by APPIVInn an approved curing
compound or rOMParable approved warned. Chip out And replace all cracked
Or detective mortar. Completed manholes Shall be rigid and watertight,
PREFORMED PLASTIC GASKETS •
Carefully Inspect DreCASt manhole SVCtIOnS to be Joined. Sections with
chips of cracks in the torque shall not he used. Pteformld plastic
gaaktts shall be Installed in strict Conformance with the manufacturer's
recommendations, nAIY pip! Primet furnished My the OaSklt manufacturer
will be Approved, •
MANHOLE INVEPT
Construct Marital* Inverts in conformance with the Plans, and with Smooth
transitions to Insure An unobstructed flow through manhole, Nomove All
sharp edges or rough Sections which tend to ohstruct flow, whore A full
section at pipe Is laid through a manhole, hreAk Out the top section as •
Specs, 71+
•
• PPFCAST RASES, PASE SFCTIPNS, ANO FLAT SLAP TOPS
Use flat slab tops where shown. Precast bases and rase sections may be
used at ine option Of the Contractor, All Urlts shall he as manufactured
oy Lundberg Concrete Company, Tacoma, Washington, Or As aPPf Oved.
Thickness shall he AS frown. Steel reinforcement stall be Adequate to
support all dead and llvp lnada on the manholes, and as approved by the
Fnglneef,
• M►NHIILF EATFNSIONS
Concrete grade finds for estenslOns shall be A 6&Aitum Of b Inches high
and shall be approved by Fnginter before Installation, Extensions -111 be
limited to A maximum relaht of 17 Inches. unless btrerwise shown. Finish
grade for manhole covers shall Conform to finished around urlOSS btnerwtse
directed by the Enolneer.
mUHT AP
Standard Premised mortar Contormlnd to AST- C J07 Or pf OPOrtlOM I Part
Portland Cement t0 7 parts Clean, well-Ofaded sand which will pass a
I/N-tnch screen. Admlktures may be used not exceeding the tollowlnd
perernta0es of Kelght of Cementl Hydrated list - 10 Percent, diet OsaCeOUs
earth or Other Inert watertals - 5 percent, Consistency of mortar shall
be such that It Will rtAdlly edhtfe to the ripe if using the standard
t OnQ0e-and-gTOove type Joint. 1t the Ktylock type Joint 1s used, the
consistency shall be such that excess mortar will be forced out of the
dtoove and support is not Provided for the next precast manhole section to
be placed. Mortar mixed for longer than 10 minutes shall not be used,
PPFFOPMED PLASTIC CASKETS
Prefor�ed plastic gaskets may be used In 1IOU of mortar type Joints ani
shall be Ram-NOK. manUtaet Ofed fly K.T. SnrdeT Company, Inc,, Central
National Rank PUildinn, Hou&tOn, Texas. Or as OPPr OVtd, meeting all
requirements of Federal Specification S5wswoo71o.
• MANHOLF. SAFFTt STEPS
Steps shall be steel CMPf Orminq to ASTM A lb, galvanised In &CROfd&nC0
with ASTN A 121. Slit shall be 17-Inch by N-inch by 7-tnCh, drop front,
with a minimum section of 1/4-Inch diameter, COnf Ofming to .ITSHA. Steps
to be cast in manhole sections by manufacturer,
MANHOLE. FPANIS AN[) COVERS
Manhole frames and Covets arall be Cast iron, similar in Site and shape t0
that Shown an the Standard manhole Uetalls. Manhole Covers on the storm
drain manhalta Shall be Cast with the word SFNEP. and shall be O1ysp1C
• Foundry No, Ss77 with Style C lid, of as approved. Manhole covers on the
manholes over the Collector pipes In the Infiltration gallery &hall be
Pipeline Products Company -H-100-21AL with security lock. of as approved.
Specs, 0
7
C. WOPsMANSMiP
........... •
EXCAVATION AND MACKFILL
Contorm to applicable portion& of $tetion, FAPIHWORf, backllll •found
manholes shall at at the highest nUaltty Of trench OACkftll lamedletelY
adjacent, as BMOVM.
GPAVFL PASF
R*Movo eater trot the ekcavStlon. Place a minimum of 6 Inches of gravel
base and thoroughly compact Alto a Pfcha',Ieal vibrating or power temper,
CDMCPFTt :IASF
Construct concrete gas! as &noon on the Plans, vtbrate to density the
Concrete and &Creed so that the first precast manhole section to be placed
has a level, uniform hearing for the full cttCumterencP.
Deposit sufficient mortar on has! to As6Ure Watertight seal between has@
and %anhol! Wall or place the first precast Section of manhole In concrete
hue before concrete has set. It Preferred, First section snail be •
properly located and plumb,
PLACING PPFCAST MANNnLF. SFCTtD1+S
Clean ends of sections of foreign materials, Tnnroughly wet joint With
A Ater prior to placing wortdr. Place mortar on groove of lower section,
S!t nest section In place, Fill joint completely with mortar of the
proper consistency, Trowel Interior and exterior surfAces smooth on
standard tonoue.and.groove joint$. wipe or othlrwtSt Clean the excess
*after from the Inside of the Aeylork joint,
when the Keylock joint Is used, it is the intent that the Vold between the
tonguewAndwnrnove he CnMnlelely tilled with mortar and that the Interior •
ar'd exterior end faces Of the SPettOP to of PIdCPd seat fully On the
previously placed section.
Prevent mortar from drying out and cure by aPplvtng an approved curing
Compound of "Opatable approved Method. Chip out And replace all cracked
or detective Mortar, Completed Manholes Shall h@ rigid And watertight,
PPEFOPMED PLASTIC. GASKETS •
C ar Pi Ully ln&Clft orer4st MAnhole Sections to be joined. Sections with
chlps or Cracks In the ton-Jut Shall not he Used. Preformed plastic
gaskets shall be Installed in Strict fontormanct with the manufacturer's
f POOm Mf ndat ions, only vino primer turntshfd ev the gasket manufacturer
will be approved.
MANMr1Lf: 1NVF.PT
Construct manhole Inverts in cOntormanre wlth the Plans. And With smooth
transitions to Insufe an UncbStrUCtPd flow through *Anh01f, Hemovp All
sharp „does or rough Sections which tend to OratrUCl flow. where A full
sectten of pipe is IAid through a manhole, breAK Out the top Section Aa
specs. al,
1
•
A commercial fertilizer of the following formulation shall be turnlsmed as
some It IadI
• AvallAble 4olunle
Total Nltronen Phosonoric sold potasm Lts/Acre
.............. ....... --------
As N As r f', As K 0
2 S 2
•
e1e,4 Percent wt{ Percent NA Percent 500
Not less than mho Percent of the total Nitrogen shall he deTived from
urlatorm or ureaformaldehydl. Final rt■ t0 Contain MOt Ills tnan 0700
Percent .Ater Insoluble nitrogen.
• Label snail meet regulrements of washlnoton Cowmerclal Fertllller Act,
*Guaranteed on label,
M1MCH
• Section g.l{.{ of the StandAtd Highway SPOCitications Is supplemented to
include the foll0llnof
mood cellulose tlDre shall be applied at A rite of 1.nu0 pounds per acre#
Or straw mulch shall ' applied at the 'ate of t tons per acre.
f. w(INNVANSHIP
• ...........
GFNFPAL
Hydrosledlnd workmanship shall conform to St Andard High"Ay Specifications
Sections 0-01.3 (4) through 4.01.1 (7) and g.14.2 through 9.1{.{ for
roadside seeding, The Contractor shall notify the Lnglnelr not less than
• 24 hours In advance Of Any seeding operation And shall not begin the work
ubtli areas prepared for seellnq have been AprrOved.
SNdlnq shall not he done during windy weather Or when the ground is
frozen, ercessively wet. or ntntrwtat untllidtle,
• APPLICATIOM nF SM, VFPTILIZEN, AND MDLCM
Sled# tert niter, and mulch Snell be applied to the Areas shown on the
Planto and as directed Ov the Engineer. Nn fertilizer shall ne applied to
the Atlas over in# Intiltr Atifim galleries, or to any area ur-Slope from
the infiltration galleries,
•
Specs, 2F
2
•
D. PnYNENT
Payment rot the Work In this section will be made at the unit Prices pet
ag"are yard stated in the Contractor's proposal and Shall be considered as
full Payment for all egufoment, labor, materials end irtldantals necessary
to Provide the seedinge fertV .11ing, and mulching, comPleta, Payment Will
be eased upon the actual our ,ce area seed•de tertilised, and wlahed, as
measured by the Engineer aft .r the Work is completed, Payment Will be •
classified for areas seeded •lth and Without fertiliser,
•
•
•
•
•
Soecs, ]E
... ..... REPAIR
A, SCOPE:
Tnls section covers the work neCe%sary to repair the ex15tln0 chain link
fence, CO-Diets. within the areas where it is presently in a start. of
disrepair.
This section does not cover repair of fence damaged or removed by the
Contractor during other work on this project. Such repair. or
replacement, shall 0e Incidental to that work In Other sections,
M, MATCPIALS
Materials In the existing fence may he used for repair of the fence where
they Art not damaged or corroded to the point where they wuuld affect the
structural intfgrltY Or appearance it the repaired tehce, Materials to
replace those Items Which art too badly damaged or corroded shall be new
and shell match the existing fence mAterlals. New fence fabric. barbed
• Witte Do4tso and bars Shall be hot-dlr galvanized. Provide all hardware
reaulred to repair the fence.
C. WDMk MANSMIP
PeDAlt the existing chain link fence In the locations shown and AS
directed by the Cngtneer. Plralr fence to A like-new condition, and to
match existing Oortlons Of the fence which are not damaged. Fencing shall
run In atralght lines between the angle points in the fence. workmanship
Shall conform to the recommendatlohs of the tenting manufacturer.
S[ratghten bent posts, iteDlate and reset it Post$ are SCructuTAl1Y
4 damAgen or lonsf In the gr Ound. New post holes shall be a minimum of l
feet deep below finished grade, g Inches in diameter, posts shall be
plumb and In true lime with the remainder of the fence, post holes $hall
he tilled with concrete to a point 'd Inches above finished arnde. With the
top surface crowned for dtalnaae.
Stralnhten horizontal oaf at top of chain llnk fabric, Replace Dar where
' broken Or structurally damaged, POPlate broken Ann bent brackets At top
Of posts.
T ahten chain link fabric, bottom stretch-r wire. and strands of barbed
Wire at top of Ience, Replace all broken or rusted wire.
ry, PAYNE.NT
Payment. for the Work 1n this section will be made At the unit price stated
In the coptractor,4 Proposal for the actual linear footage of fence
cepalrea,
Specs. 7f
i
•
3A. REINFOPCED CONCRETE
A. SCOPE
This Section covers the wgrY necessary for the relhfor Cfd Concrete,
Complete,
B. 4ATERIALS
CONCRETE
CohCrete shall be read,,-.mixed Conforming to ASTM C 9A, Alternate 2,
these Speellficatlons, Portland Cement shall be Type I, 11, Or lei,
Minimum allowab and
le tested in comfyendive Held strength shell be 3,000 osl •
when Cured all tested !n Conformance with ASTM C 31 abd C 39. Field
strength shall O! assumed as equal to 95 percent of the strength of
laeor story.cured Cylinders. Maximum 612! Of c0afs# iWrf gtlt! shall be
e twe Inches, Slump range shall be 2 to s Inches and the air entralnment
mix tor a between 3 end a percent by volume, Submit complete data on the Concrete
Alternate pprOYal In Conformance with the requirements of ASTM a co
The Owner reserves the right to have test Cyllndefs taken
•
94,
and tested Dy an approved testing laboratory to Verify the strenq[h of the
Concrete,
DRY PACK GROUT
NONSNRINKTNG TYPE GROUT
NOnshrinkinq type grout shall conalat of I part Portland cement, I part •
of floe send, and I part Emb*CO, as manufactured by Master Builders
Company, C1eyoland, Ohio, Or Other approVld admixture. erbbuil Proportions
6 hall b! o Produce by Yl11ht. Add Only sufficient Walt![ CO the
mixture to produce a dry, crumbling mass, Fondeg non water
grout,
s UpplSed by Mesons SgPPIY Company, Portland. Ureoon, may be used, •
Ft CwABLE NONSMRINKING TYPE GROUT
`~able nonshrinking type grout shall be a reaay.to-use grout,
-leveling, and not reluiring confinement, Grout shell be as
.roved"tacturvi by Master Bullde is Company, C1ly el end, Ohio, Or as
proved,
ORDINtFY TYPE GROUT •
One part oo rllane cement to 2 parts Ot sand, Proportions shall be
eat eb L shed by yplumetrle measurements, Add only sufficient wetly to
make a dry, Rumbling mass,
BONDING AGENT •
Fp oxy Bond MPC, Code 2090.SPOC tall, as manufacturetl by Edoeo Technical
Producers, Imd.. Lonq Beech, Cal It Ornla. or As appr Ovtd,
•
SPecs. 3A
1
•
•
THIOKOL SEA.„dT
• TMIOkOl sealant SMALL Ot MOrnflex-L. gray Co1Cr. as manufactured by
w. P. Grace and CO.. Portland, Oregon. or a% approved, Primer Shall be !s
recommended by the manufacturer.
REINFORCING STEEL
Deformed tars of Sites $mown conforming to .ASTM A 610, Grade 40. Provide
• concrete blocks to Support reinforcing on earth and 7alvanlxtd metal
Chair% or wire ties for tetrad members.
FORMS
New plywood for exOOsed areas, new sh!plap or PlYwtOd for 4mexP1Sed ♦reas.
• Materials shall produce tight forms and an acceptable finish. Snap ties
small bt Of an approved type and Shall break off not less than $/I inch
from tme surface.
C. WORKMANSHIP
• FORMS
Construct forms accurately to dimensions and elevations required and to be
strong and unyielding, Construct forms with tight Ioint$ to prevent the
escape Of mortar And to avoid the formation of tins. Brace as required to
prevent distortion dullmq Concrete placement,
• PLACING PEINPOPCING STEEL
Place relnf OrCinq Steel In Conformance with the information On the Plane
amd CPSI Pttbmmemded Practice for Plkcinq Reinforcing Bars, except as
modified merefn. Minimum lengtm Of Splice% Shall be 2e bar-diameter,
unless otherwise shown, but In no GASP leas than 12 1ntheS. Tie splice%
• with IP-g&uqe annealed wire &$ Specified In the referenced CPSI standard,
PLACING CONCRETE
Prior to placing concrete, remove wattr from excavation and all debris and
foreign material from forms. Check the relntorcinq steel for proper
placement and Correct any diserppanclee.
Before depositing new concrete on old concrete, clean surface and pout a
Cement sand grout to a minimum depth Of I inch over the Surface.
prepertlons Of Cement and Send $hall be as in the Concrete mix.
Place Concrete as soon as possible after leaving mixer. without
Segregatio❑ or loss Of ingredients, without splashing forms or steel
a bevel and In layers not Over 2 feet deep. The vertical drop t0 final
placement {Hall not exceed 6 feet. Placement small conform to the
TtgulremehtS Of ACI 610, except as modified hereln.
DO nut Place Concrete when the ambient temperatute I$ below 40 degrees F.
Or APProachlhq the 40 degrees F. and failing, without $pool&, protectlob
As approved by the EMOlnef,, Any Concrete remaged by fr&epinq small pe
rtmOved and replaced at no additional Coat to the Owner,
Specs. 3A
2
•
COM7ACTtOx
Apply 4PPTOVed vibrator at ports speed not further apart than viOrmtor'S •
effective radius, 40P1y close enough to fv?` 's ro vibrate surface
eftertively but not damage form surfaces, vibrate until concrete becomes
Jolt0fely plastic, Do not overvlorate,
BONDING TO OLD CONCRETE
Cost the Cottae• •urfoets with bonding agent specified nereinbefore. The
metnte Of D[eP a•dt'On and aPpllc
printeatlon small conform to the mahufacturer,s
d Ihstruotl0ns and recommendations, Matter grout shall then be
Provided as he=elnbetere specified for bomdinq to new concrete,
'ONSTPUCTION JOINTS
Locate as shown or as approved, •
FINISHING
Screed Surfaces Of slabs and tops Of exbOsed walls to true, level planes.
After the initial -star has Dean absorbed, float with wood float and
trowel with steel trowel to a smooth finish free Eros trowel maths.
DO not absorb wet spots with neat cement. Concrete slabs shall not Wry
from level or true plane mere inan 110 Inch In 10 feet when measured with
a straightedge, Surfaces Of conc:et* slabs which will not ue exposed to
view In the finisned or, small be screeded to a true surface and tloated
with a food float,
EXTERIOR SLABS
Slabs stall be floated with a wood float, Ito^tly troweled with a steel
trowel, and finished with a ftte•heir broom tc ontain a nOr%Kld surface,
All exposed edges small be fir,lshed With a steel edging tool.
REMOVAL OF FORMS
Remove attar Concrete has 'Of sufficiently to Carry the dead load and
construction load It has to sustain end when approved by the Engineer,
Remove forms with rare to prevent Scarring and damaging the Surface,
FINISHING FORMED SURFACES
Cut out all hOneycbmbed And detective areas and paten, Fill holes flush
with cement mortar composed of 1 part cement and 2 parts send. glib
surface wltn wood float and burlap, seep Patches damp for a minimum of T
days or SPTay W1tn Curing compound to minimlae shrinkinq. Fill all form
tie holes in same manner,
AA soon as # !`R% ate rem Oved, remove fins or protections from surface at
exposed atr,% %t,, i'-b Surfaces With Wood float or burlap sack to Provide a
uhltOre surface ♦vxture.
Specs, 34
w
•
PROTECTION AND CURING
• Protect freer, concrete from .r'ect rays of tha sun, drying wind$. and •ash
by rain. NeeP Conetete slabs Continuously Net ter a 7-day period.
Intermittent wetting is not acceptable. Cure formed surfaces With an
Approved curing compound applied In Conformance with the manufacturer's
directions as soon as the forms are removed and finishing Completed.
D. PAYMENT
Payment for the work In this section Will be 'Included 46 part of the lump
Sum bid.
•
•
•
•
Space. IA
4
•
SA. )'AHb1CATt'D Ml TALwUNA AND C45TING5
... .......... ......... ... ........
A, SCOPE
•
To" section ""I'S the wort neCeaaary lot tabrlfated metalwork and
castings. complete,
h, wA TlNIAIS
unless otherwise Indlf AteJ. all materials shall cOntofm to the ,atrst
issue Of the toilcwino ASTM Sporlilcationst
ItT= A5TM.Sperillcatlon •
Molts. Nuts, Ancnot Molts,
and Nods A )07
,Steel Plates A it, A 2P1
Strocturai Steel A )0
Cast Iron A AN (Class 20, unless
otherwise speelfied)
G*NFMAL
f
The misre ilaneous metalwork and castlnos IndICaled on the Plans or
reOUtfed to secure the Vafl... Parts tooethlt and provide a Complete
Installation snali be included under this section, the tapulatinn nt
items herein is not Intended to be all-inclusive, and it shall be the
CC tract Or"s "SPOnsibility to PrOwtdf ail m/tAiwofk and castings snown,
SPecitled, or whicn Can reasonably be Interred , neclssety to complete -
the Project,
ST:FL ANCH114 BOLTS, NACfll NF. MOLTS, AND FA31LNINGS
Dne.hall-loch mlolmue diameter with hex nUts, or es shown, %Oita and nuts
s ha11 be galvarlted or :admlgm-plated,
FLUSH SHELt,S (f.s PANSION SHIELDS)
s61111Ps Hod Head seit-drilling flush Anchots fir Installation w'.th power
hammer, Of Phillips Hed Head stud ancoarss or as approved,
FASTVNFMB
All hypes, inAerts, and :alsCellaneOue steel fast!nefs shall be Proper 51%e -
and Ly0l, Pasteneta tot embedment It, Concrete shall he galvanited, Unless
otherwise Indicated,
Spers. SA
•
SAFETY STEPS
• Steps and), he steel conforming to AST- A )6, gAlvnnited in aCCordAhce
Kitt) ASTM A 12). S)zr shall he 12'Inch by N.inCh by ?.inch, drop front,
With a minlmum section of 1/4.inch MIAmet Pr, conforming to wISHA,
InTLET HUS HATCHES
Nat Ches $na11 he fabrleated Steel, hot-dip galvdntied after fabrication,
• Match clear opening sh411 be Approslmatlly )i inches by )) inches. Cofer
shall have articulated hinge which positive:y locks in the closed position
and permits cover to Swlnq open 160 degrees, Spring latch snail be
stainless steel, Cover Snarl he equipped with special locking bolt with
11ve-slded bolt head. FurnlSh one IOCklnq wrench to fit locking bolt.
Hatches shall be Style 312-P Covet plate and frame, as manufactured by
• utlltty Vault CGm,l&ny, Division nt COncrete Conduit CamPany, Auburn,
wasninv on.
C. wDNk MANSHIP
f AhHICATInN
NntkmahShlP and flhlsn of all metalwork specified under this Slftlon shall
be the highest grAd• and equal to the beat practice of modern shop& for
the respective work, Exposed Surfaces Shall have Smooth firlsi and Sharp,
.ell defined lines, Conceal tastlnt"q% where practical. Mill metalwork
and countersunk holes as rrauif0d for Attaching hardware Or other
materials, Fabricate materials as specified. Weld connections except
• Where boltino is directed, methods of fabrication not Otherwise specified
or shown Shall be Adequate for the stresses And as directed by the
Engtneer,
MELDING
The techhique of welding employed, appearance And quality of welds made,
And the methods of correcting defective work shall COnform to Codes for
Arc and Gas welding In building Constructon of the AWS and to AISC
specifications. Surfaces to he welded shall be tree from loose sedle,
LhSt, ntease, PAInt, and other foreign material except that mill scale
" Ich will Withstand vigorous wire brUShlnq may remain. A light film of
itnseed oil may likewise be disregarded. No Welding Shall be done when
the temperature of the base metal It lower than zero degrees F. F.nlshed
members shall be true t0 fin@ and free from twists.
tNSTALLATION U) FAHVICATEU MF.TAI,NUHk
Install in accordance with tee Shop drawings, the plans, and these
Specifications, Perform field wPldinq Ina PreCtlon wnrk ov skilled
mpchAnles. Install fabfie Ated metalwork Plumb or level A& appllCAn1P,
The Completed initAlldttgh shall. In all Cases, be rlgld, &UnStAnt1AI, and
neat in appearance, thstall commercially manwtact Ured products in
of COrdshce with manuf Acturer's recommendations as .%PProved,
Specs, SA
2
•
D. PAYMENT
Payment for the Mnr• in this Section will be Included as Part of the 1UMD
auM bid.
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SPece. SA
l
•
ISA. VALVES ANp MISCULLAhEOUS t'LffMAIAG
• .. ...... ... ............. ........
A. Scupf,
This Section covers tilt Yolk necessary for furnlshlnd and Instalilnq the
valves and miseelldne0u! plumbimq, Complete.
A, MATEHIALS
GATE VALVFS
Valve$ 5"It he iron body. bronze Aounted, dOuble ditc, parallel seat, %pS
' valves with O.rieq Seals. unless OtmeTWI%e lh 0e n, the Valves small have
J-lnr� soul)• wrench n1irs. Valves shall open by turning countertlock.l$!
tle," :AIVe end. shal' be AS shown Or required for the Connection,
VA1V.A 11 tOntorm t0 AwaA CSu O. And $hall be Iowa List 14. Moeller,
kenneny. Pacific States, or U.S. Pipe Metropolitan valves.
NIrTTEFFLY VALVE
sinter""' valve shall Co'ply 11 All tm%PeCTS with the onysiral and
Cerf Ormance regUlrementt Ot A--A C50e, nechdnlcal joint type. VAIV• aMall
of Class tins, ManutActurer! requestlnq aPprovAl Shall fu"ish an
affidavit Statino this CO-PitanCe And Indicating the material options
welch are t0 he furnl6he1. Valve shall he prOSSer e50, As manufactured by
nfesser IndUstriel, Inc., Or Pratt Groundhog. As mahutactUred by Henry
Pratt Ca.rany.
1t -AfeT type Is PrOPosed, Adequate clearance between disc and lining muS[
be Provided without defreasinq lintno thlCkness, operator shall Le
factory Installed, Valve CompOnent$ shall .ILhst And the env lronmental
c OndlttOns for burled service. AS shown, and provide Cortlnuous
• ttnuole-tree servi(-e.
Operator for buttertly valve shall Comply with AwwA C500 ith 2-Inch
Squ Are Operating ntif. (1PetAtor shall me fu11V gAsketed a,'d grease-packed
to withstand an external water 0...sure of 10 pst, Opeidt Or Shall be
capable Of deVelopinq torques listed in Tahle I of AwwA C504 for C1451
ISOA valve.,
• VALVF WISES
F.acn burled VAlee shall he fitted with a valve tox A$sembly ronsiStlnq of
the tot section, cover, and the extension Section. The top Section shall
be Cast tren with an Overall lenotn of Is inches, of as Approved, inside
diameter Of the barrel shall be 5.1/4 Inches. The cover shall be of cast
Iron And have the word -ATyu cast in its top. The extension stem Shall be
steel or cast Iran. IAlve nox AssemblY shall be Mueller If-l0)57 with
No. b OV61 base and M-)n)bl extension piece. Or a. approved. PtOVlde
IN.tmcn Square come pad Around each valve box cover.
Specs. ISA
•
Pr^vide a Tel-nahnlr Wrench Similar and equal to Mueller II-Iot64, I"gth
As required to extend 24 inches above ginghA level when operating the
lowest valve furbished, '
FLAP .At%E
F14D valve snail be east Iron body gets with brans* seat And else Iingi.
Mueller A-25AD-6 with flahgod frame,
SMt.AR GATT .
Shear gate Shall be 4Ueller ►-2S20-6 with flanged frame.
AOLTS. GASKVTS, GLANOS. 4UTb, AND 4l SCfLLANEODS ACCFSSOMIFS
ADItS, gasket%, glands, nuts. And miscellaneous acc,SsorleS required to
Install all valves are t0 be fVlnlshen. Molts for flanged connections
an411 be gAlvAnited steel Witt, slertran standorm regular unfinlshed square
or hex heads, Nuts %hall be gelvanlien steel wltb American standard
regular ne KAgdhal dlmenstons, G44Kets for fLAM01A Connections snail be
ll9-lnOh tni(K Tubber. Gaskets Snail extend frnm the inside dla*et*r of
the flapor to at least the Inslde edde of the Dolt holes or they may
extend teyond the bolt circle. Ga%kels Shall contorN to Section 7 Df Aw*A S
,207 Ong apPIIC*D)* Darts of ANSI Blr.11. Nolti and nuts snail conform to
Section N Of AWNS C2n7. Joining materials for mechanical joints snail
cbntotm to ANSI A21.11,
VALVE M0MFM POSTS
Provide a valve marker post for 04CM valve Installed. Posts Snail confer*
to the Standard Detail bouno hrrrwltn.
MISCELLANFIn I$ PLII149I4G
GAlvahited Iron Dipe %hall be standard weluht, ASTm a 12n, with
oalvAnlzea, malleable, screwrq fittinns. Federal Specification IIM-P-52l. +
Service clamp snail Or Mueller d-IONI% double-strap type.
C, wOFKMANSP it,
GFNl1NAL
Am ore Installation, cdretully clean waives of all torelin *aterl+l,
46lust $tutting boxes, and Inip Pct valves in one, And closed pnsttions,
install valves In accordance with the Apbllc Ab)e portion$ of their
%prrlflcAtIons, IIAIVSS Otherwise tndlrAted, Install Valves with the Stem
vertical. Mount horizontal valves In such A lecher that adrquate
U`Aranc* Is provided for OPtratlom. Installation practice$ Snail conform •
to m4rut4"Uferls recommendations.
Prior to tree4ilima tlanaed valves. the fling# faces shell Pe tngrpagt,lV
cleaned. After c1paninn. Ihsert the gasket and tlohtrn the nuts
brnoresSlvely ano Uniformly. If rlAnges leak Under Pressure. loosen the
nut$. frSrat Of replace the 'IasKet. TPtl4nten the nuts, and retest tr;m
10tnt, Joints must be watertlght At test Presaurfs before acceptance.
Specs. $$A
2
Thorounhly clean threads of screwed loinla by rite nrushinn, awebblng, or
diner approved wetnOds, apply approved Joint compound to threads prior to
• aaKing Joint, Joint% shell to watertitint at test pressures before
acceptance.
TESTING
Valves and miscellaneous plumping Will be tested at the ache time that the
Adtecent Ploellne Is tested, Joints anal, snow no visible leakage under
test, Nepal? 101nts that show slgns Of IeeKAge pilot t0 flMI acceptance.
WRIE1ZATTnu
Stertllte valves and miscellaneous plumbino at the tame time the ptpollnes
to which they are attached are sterilized,
n. PAYMENT
Pavwent fdc the work In this seetlon will be Included as part of tna lump
sum bid,
specs. 1SA
3
•
15R. DUCTILE IRON PIPE ANO CAST IRON rITT:NGS
.... ....... .... .... ... ..... .... ........ .
A, SCOPE
Thl. suction Covers the work necessary for furnishing and installing the
ductile Iron pipe ani cast Iron fittings, complete,
B. MATERIALS •
JOINTS
Pipe 101nt3 shall be mechanical Or push-on joints except where
specifically Shown Or detailed otherwise,
Fitting Joints shall be mechanical or push-on Joint ends. except where
specifically shown or detailed otherwise,
MECHANICAL JOINT FITTINGS
Mechanical 10int Cast irhn tltti"s shall contorm to ANNA CIIO end shall
be of a olds% at least equal to that of the adlacent DIP@. Mortar lining
for fittings Shall be same thickness sbecifled for pipe.
PUSH-ON JOINT CAST IRON FITTINGS
Fittings shall be gray Iron PUA%.On joint tlttings, Class 2SO, with body •
thlCxness And radii Ot Curvature conforming to ANSI A21.10 and Joints
Conforming to SeCtiOM 11-2.3 of ANSI A21.ti,
Fittings shall be manutactured by United Stated Pipe and Foundry Company
and Pacific States Cast Iron Pipe Company. Or as approved. Mortar lining
ter tlttl"s shall be same thickness specified ter pipe.
DUCTILE IRON PIPE
MECHANICAI, JOINT PIPE
Nfchdnlcal 1Oint ductile iron pipe shall be Centrifugally cast of
bO-42-10 Iron and Shall Conform to ANSI 121.51 or ANNA CIS1. Thickness
C148S shall be Class 1. The pipe anal' is cOMent-martar lined and Seel
Coated in accordance with ANSI A21.e. Joint materials Suitable for the
spleltifd Pipe S12es and orOlSurls shall conform to apFltcaele Parts Of
Federal Speritibatlon wN-P-421 And shall be turnlShfd wltn the pipe.
Sreca, 15h
•
PUSH-ON JOINT PIPE
• Pdsh-On Joint ductile Iron pipe snail be Centrifugally cast Of 60-42-10
iron and shall conform to ANSI A21,Sl or AWWA C151, Thickness class
Shall be Class 1, The pipe shall be cement-mortar lined and seal
coated In accordance with ANSI A21,4, The rubber-rinq gaskets Shall be
Suitable for the Specified pipe S1zeS and pressure and Shall Conform to
applicable pacts of the latest Federal Specification WW-P-471, and
• shall be furnished by the pipe manufacturer. A nontoxic vegetable soap
lubricant shall be supplied With the pipe in sufficient quantities for
Installing the pipe,
CAST IRON WALL PIPES
Provide cast iron Wall pipes Of the proper diameter and with suitable ends
for connection to ad)acent Pipes Where pipes pass through Which are to be rate concrete Walls
tt Sght, All wall pipes Shall be provided With a seep
ring, a minimum 0t 2 Inches wide, extending at right angles and
continuously welded Or brazed to the pipe. Wall pipes shall be Of a class
equal to or greater than the remainder of the pipe In the line. In the
event that standard castings are not readily available, the Contractor
Shall have special castlhgs cast or fabricated Which will provide a
• wAtertlght installation. Seep rings shall be Installed by the pipe
manufacturer at the 'Sme Of fabrication, Where a bell end Wall pipe Is
shown, push-On joint cast Icon pipe Shall be used,
MECHANICAL COUPLINGS
• "*chemical couplings, not a part of the pipe itself, shall he cast iron
Couplings With rubber rings and ductile Icon bolts and nuts. Flexible
couplings shall be Dresser No, Ia or 51, or as approved. WeduClnq
eouplingS shall be Dresser No, 62 or as approved,
SELECTED TRENCH EdCAVATED MATERIAL FOP PIPE BASE AND PIPE ZONE
Selected trench excavated material shall contain no rock, frozen Soil, Or
other piece of material larger than 1-112 inches for pipe 19 Inches and
smaller, and . -112 Inches for pipe over 10 Inches In diameter,
IMPORTED GRANULAR MATERIAL FOR PIPE BASE. AND PIPE ZONE
Imported granular material MAY be Obtained from approved locations at the
• It te, and shall be Clean pit-run sand Or gravel, It shall contain no
r OCK, frozen 3011, or other piece of material larger than 1-1/2 inches for
PtPO 18 lOCheS and smaller, and 2-1/2 Inches for pipe over 10 inches in
diameter,
C. WORKMANSHIP
...........
HANDLING PIPE
Mandl* the pipe SO As to prevent injury to the Coating end lining. Place
no Pipe Or other material inside any other pipe at Ms
been coated, any time atflc 1t
•
Specs, 15H
2
s
PREPARATION OF TRENCH
GRADE
Grade the bottom Of the trench by nand to the line and grade to which
the pipe I$ to be laid, wtth proper allowance for pipe thickness and
for pipe base when epeclfled or indicated. Before laying each Section
of the pipe, check the grade and correct any Irregularities found. The
trench bottom shall form a rontlnuoOz and uniform bearing and support •
for the pipe between bell holes. except that the grade may be disturbed
for the removal of litting tackle.
SELECTED BASE.
If, in the Engineer's opinions the trench excavation has material
aultable for pipe base, grade the bottom of the trenen by nand with a i
unifhrm bedding Of selected trench excaVAted material to ♦ minimum of 2
Inches In thickness, not to exceed a MAXIMUM Of a inches in thickness,
Placed and leveled to grade in advance Of the pipe laying. If the
trench 1s OvOrext AYated, rtbUlld the OVerexCaveted Settion of the
trench with Compacted, IMPorted, granular rlpe best material at no
additional Cost to the Owner. '
IMPORTED GRANULAR BASE
Provide imported granular base under all olpe where, in the opinion of
the Engineer. material satisfactory for tine grading And bedding the
Pipe 15 not available at the trench. Place granular base in the trench
to a Minimum depth of a 1MCheS for pipe lb Inches In diameter and •
S oiler, and to a depth of b inches for pipe 1s inches in diameter and
larger. Trenches to be provided with Imported granular base for pipe
will be designated by the Engineer during construction. Grade the top
of the base to the bottom of the pipe ahead 01 Pipe laying for the full
width of the trench, Base Shall provide a firm support along entire
pipe length.
BELL (JOI%T1 MULES
At the location of each joint, dig Dell (joint) holes of ample
dimensions in tht bOttom of the trench and At the sides where necessary
to permit the joint to be made properly and to permit easy visual
Inspection Of the entire joint.
REMOVAL OF WATER
Provide end maintain ample means and devices At all times to remove and
dispose of All water entering the trench excavation durlhg the process
Of pipe 14ying.
LAYING
DISTRIBUTING PIPE
Distribute Material on the job re taster than it Can be used to good
advantage,
Specs. ISB
3
HANDLING MATERIAL
Provide and use Proper Smplement,, tool,, and facilities for the sate
and proper prosecution of the work. Lower all pipe, flttings, and
aPPurtenances into the trench, piece by piece, by means Of a crane,
slings, Or Other suitable tool, Or equipment, in such a manner as to
prevent damage to the pipeline materials and Pr0t►[tiv• coatings and
linings. Do not drop or dump pipeline materials 1nt0 the trench,
CLEANING PIPE AND FITTINGS
Remove all lumPS, rlisters, and excess coal-Lai Coating from the
bell-And-solgot ends of each plpe. wire brush the Outside of the
spigot and the inslda of the bell and wipe Clean, dry, and tree from
Oil and grease before the pipe is laid.
Wipe the ends of mechantcal Joint Pipe and ftttlPgS and Of rubber
gasKet Joint pipe and tlttings clean Of all dirt, grease. And torelim
matter.
PLACING OF PIPE IN THE TRENCH
Do not allow foreign material to enter the pipe while it 1s being
Placed in the trench.
MFCHANICAL JOINT P1PF
After the first length Of mechanical Joint Pipe IS Irstalled In the
trench. Secure Alps In place with approved baeKflll materiel tamped
under and along aides to orevent movement. Fefp ends clear of
backt111. Attar each Section IS Jointed
to orevent mnvement, , place baektlll as specified
PUSH-ON JOINT PIPE
After the first length of push-on )pint plot is Installed in the
trench, secure pipe In place with approved backtlll material tamped
under and along sides to orevent movement. Keep ends Clear of
backtill. After *Get' section 13 Jointed, Place nac Kflll as speClfled
to pf"Ont movement,
NUMBER OF PIPES LAID BEFORE JOINTING
Connect mebhanlc•l Joint PIPO and push-on Joint Pipe as hereinafter
sptcltled as soon as trey are Placed In the trench.
PMEV"NTING TRENCH WATER FROM ENTERING PIPF.
ontorm to requirements for dewatering In Section, EAPTNMnPK,
Specs, ISK
4
•
CUTTING PIPE
GENERAL •
Cut PIP* for inserting valves, fittings, or closure pl.ces In a near
and workmanlike manner without damaging the Pipe Or llhing and so as t0
leave a 1100Lh and at right angles to trio axis of the pipe.
DUCTILE IRON pipe
Cat PlPe with milling type cutter or saw. Do not flame cut.
DRESSING CUT ENDS
Dress cut and of mechanical Joint PIP# to cemdve sharp edges Or
Prolectlons which may damage the tubber gasket. Dress Cut ends of
Duah-On Jalnt Pipe by beveling, as r*C0mmended by the manutatturer.
SELL END TO FACE DIRECTION OP LAYING
Unless Otnerwlse dire0tel, lay PIP* with ell end facing In the direction
of the laying.
For lines on an aprreclaele slope. face bells urlraae (at . e discretion
of the Engineer).
PEPNISSISLe DEFLECTION LT JOINTS
wherever It Is necessary to dtflect Pipe from a straight line# either in
the vertical or horltontel plane, to avoid obstructions, or where
10mg-r4dius curves are permitted, the amount of deflection allowed snmll
not exceed the values In the following tablet
(see next page)
Specs. i3N
3
Y
•
MAXIMUM DEFLECTIDI: PERMITTED*
• Is-FOOT LENGTH PIPE
MECHANICAL JOINT•• PUSX•ON JOINTS
MAX, Detl,
• Angle
Dla, Degrees Defl, Max. Defl,
In. And Min, n.
Angle Oel1,
... Degrees In
a 8 -to
• b 1 01 27 5 18
S - 21 20 IB
1. S - 21 20 S 18
12 S - 21 20 5 l8
f1 I is I1-1/1 5 18
iB OU 17-1/2 J 11
20 ) it
00 I 11
• 24 -2-- 27 I '1
g I Il
•The PaXtmum dltlectl0n anal' be rhleht"r is IeSso the table Or that
r!commended by pip! manufacturer.
• **Safe deflection for ISO pound$ pressure.
ALIGNMENT
Pipeline{ intended to be straight ]mall not devlate from the Straight It,,
at any 101" In 'Xelas Of l inch.
• UNSUITABLE CONDITIONS FOR LAYING PIPE
Do not lay pipe in rater or anon, in the OPIMIOn Of the Engineer, trench
conditions are unsuitable.
JOINTING MECHANICAL JOINT PIPE AND MECHANICAL JOINT FITTINGS
• Mechanical 101
nt pipe varles slightly Y1th different manufacturers.
Install the particular plot furnished In accordance with the
manufacturer*{ recommendations. In general, the Procedure ]hall be as
hereinafter {petit'+d. Clean the ends of the pipe of all dirt, mud, an.
foreign matter by washing with Water and scrubbing with a Ytrf brush,
attar ate t Slip e e gland and ga6k It On the PlAIn @Md. It necessary,
• lubricate Ate the D1De end to f4e111tate $11 Ing the gasket In place, Then
gold! the end
9O of the pipe into the mall of the pipe previously laid,
Locate the Splaot centrally'niece 1n the bell, place the gasket In position, and
the bolts In the holes.
Torque ranges to be appllld t0 n ;t] and wrench lengths which ih0ultl
Produce the reguSred torque +men
tollprat led by the Average man Should be as
•
Spec], ;$B
b
•
•
DIAMETER OF TCRUUE RANGE NPENCM
BOLT - IN. FT, a_LBS. LENGTH - IN.
........... ....... ------------ •
5:A 40 - 60 A
3/4 60 - 90 10
1 70 . 100 12
1-1/4 q0 - 12C 14
*hen tightening bolts, bring the glard up toward the flange evenly, •
malntaininq approximately trio same distance betwt,.i the gland and the face
Of the flange at all Points around the Socket. Tighten all nuts
Progressively a little of a time. Do not Overstress bolts to compensate
for poor allonment. It effective sealing Is r.." -trained at the maximum
totgU*. dlsassemole tme Joint and russemple 4fte[ cleaning,
JOINING PUSM.ON JOINT PIPE AND MECHANICAL JOINT FITTINGS •
LaY and loin pipe with rush-on type Joints in Strict accordance with the
"mufaeturer-s recommendations. Provide all special tools and devices,
such as special Wks, Chokers, and similar Items required for the
Installation. Lubricant for the pipe gaskets shall he furnished by the
Pipe manufacturer, and no 6UbstltUteS will be permitted under any
circumstances.
Mechanical Joint fittings vary slightly with different manufacturers.
Install the Particular fittings furnished in accordanco with the
tanutactUrer's rec"memdatlons. In general, the procedure shall oe as
hereinafter specitiod. Clean the ends of the tlttings of all dirt, mud, •
and foreign matter by Washing with water and Scrubbing with A wire brush.
after which Slip the Oland and gasket on rho plain end of the pipe. If
neCesaar Y, lUbrlcate the end of the pipe to facilitate gliding the 94SKet
th place. Then guide the fitting onto the -plgot of the pipe previously
Id.
ANCHORAGE •
LIMITING PIPE DIA4FTER AND DEGPEF OF BEND
On all pipelines 4 inches in diameter or larger, Securely anchor by
suitable thrust bloCkinq. all tees, plugs. Caps, and bends exceeding
22-1/2 decrees, as Shown, and at other locations *note unbalan"d
forces exist, as directed by the Engineer.
THRUST BLOCFIMG
Provide reaction or thrust blocking at all bends, tee$, and wyes as
shown, Or as directed by the Engineer. The Concrete mix shall have a
compressive strength of not less than 2,500 pounds per square inch, •
Place blocking between the undisturbed ground and the fitting to be
anchored. The beating surface shall be as shown or as directed by the
Emgl Her, Place the olOeklng so that the P1Pe and fitting Joints will
be ateesSlble to repair$, onless otherwise shown,
•
Specs, 158
7
•
•
Thrust blocking Shall conform to the Standard Details bound herewith,
with bearing area computed on test pressure specified herein,
•
INSTALLATION OF MECHANICAL COUPLINGS
Prior to Installation, thoroughly clean Oil, scale, rust, and dirt from
th' pipe to provide a Clean seat for the gasket. Care shall be taken that
the gasKets ere wiped clean before they are Installed. It neceasary.
• coupling gaskets may be lubricated with soapy water for installation on
the pipe ends. Install In accordance with the menutacturer-s
recommendations as approved. Bolts shall be tightened progreisisely,
drawing up bolts On Opposite sides a little at a time until all bolts have
a uniform tinhtness. worKmen tightening bolts shall be equipped with
torque-limitinq wrenches or other approved type,
CCONNECTION In EXISTING PIPELINE
Connect to existing pipeline at location shown or as directed by the
Engineer. DO not Cut Into existing pipeline until permission is obtained
from Engineer. Connect with materials shown or as directed. Do not make
connection until all pipeline upstream has been aatistactrrlly tested and
sterilized. Make connection with Sterilized materials. In a manner
• Assuring that no rocks, dirt, or other contaminants enter the pipeline.
Leave connection Joint(s) exposed until pipeline IS filled with water to
normal operating pressure anI Engineer has inspected Joints for leakage,
DEFINITION OF PIPE ZONE
• The pipe zone Shall include the full width of the trench from the bottom
of the pipe to a point 9 inches above the top Of the pipe barrel,
SLLECTED TRENCH EXCAVATED MATERIAL FOP THE PIPE ZONE
After the pipe Is In place and ready for badkfilling. place Selected
trench excavated material for pipe Lone at approximately the same rate On
• each side of the pipe such that the elevation of the backtill on each side
of the pipe is approximately equal at all times. Compact the bac Kfill by
tamping in 6-inch Bits to the horizontal center line of the PIP#. Each
layer shall be compacted to at least 90 percent of its maximum density as
determined by AASNTO T 99. Particular attention shall be given to the
b ACKfllllnq and tamping procedures to assure that no unfilled or
uncompacted areas Occur beneath the pipe.
The remainder Of the backtill In the pipe Lone shall be placed without
comractin4 by layers. After backtlllln9 to the top Of the plot zone,
compact the native material to at least 90 percent of its maximum density
as determined by AASHTO T 99 as approved by the Engineer,
. IMPORTED GRANULAR BACFFILL FOR THE PIPE ZONE
when, in the opinion of the Engineer, insufficient or unsuitable material
exists from trench excavation for selected pipe zone material. Import and
place imported granular backtill as hereinbefore specified. The imported
granular material shall be placed and compacted in the same manner
specified for SELECTED TRENCH EXCAVATED MATERIAL, No extra payment for
placino Imported granular material backtill In the pipe zone will he made.
Specs. 1513
e
•
HYDROSTATIC TESTS •
MAke Pressure and leakage tests an all newly laid pipe, Furnish. all •
necessary equiPment and material, make all taps In the PIP@ es required,
and conduct the tests, The tests Shall be Conducted between valved
sections Of the P1Peline, or as approved by the Engineer, The Engineer
will monitor the tests.
Furnish the following equlPaent and materials for the testst
AMOUNT DESCRIPTION
...... ...........
Approved graduated containers
2 Pressure gauges
Hydraulic force Pump approved by the Engineer
Suitable hose, meters, and suction Pipe as required
Conduct the tests otter the trench has been baCkfilled Or partially
backtilled with the Iolnts left OYPOsed for Inspection, at wnen completely
packf111ed, as permitted by the Engineer, Where any section me pipe is
Provided with concrete reaction blocking, do not make the pressure test
until At least S days have elapsed after the Concrete thrust blocking is
installed. It hlgb.early Cement IS used for the COncrete thrust Plockinq,
the time may be Cut to 2 days,
Conduct the Pressure test In the following manner, unless otherwise •
approved by the Engineers After the trench naf been back!llled or
partially Daektlllee as het einbefore Specified, till the pipe with water,
ex PelIIng all air during the ftllimq. The test pressure shall be not less
than 50 Pounds per square inch,
DURATION
The duration of each Pressure test shall be 30 minutes, unless •
Otherwise directed by the Engineer.
PPOCEDUPE
Slowly fill the pipe With water and 6110" to stand for 2e boars,
ExPell All air tror tie ntpe. Apply and malntAlm the Specified test
pressure by Contlnuous V�"Inq It necessary for the entire test period.
The test pressure shall be calcqlated for the point Of lowest
elevation, Or as SPeClfled by the Engineer, Tne PUMP suCtlOn small be
1n a barrel or similar device, or metered so that the Amount Of water
legutred t0 maintain the test Pressure may be Measured accurately,
LFAxAGE
Lealtaoe shall be defined as the quantity Of water necessary to hold the
sDftifled test Pressure for the duration of the test Period. No OlPe
i nsts"Atlon will Pe Accepted if the leakage IN greitrt than the number
Of gallons Per hour a% determined by the following tormulAt
Specs, 15U
g
•
1, 2
NDP
L z
In the above formul.:
L z Allowable leakage, In gallon per hour.
N z Number Of Joints in the length Of pipe tested,
D z Nominal diameter Of pipe. In inches.
• P z Average test pressure during the leakage test.
In Pounds per Square Inch,
COPRECTT-v OF EXCESSIVE LEAKAGE
Should any test of pipe laid disclose leakage greater than that
allowed, locate and repair the defective Joints Or pipe until the
• leakage of a Subsequent test Is wlthln the SpeClfled a110w►nde.
STERILIZATION
PiPelineS shall be sterilized before placing In Service, Sterilizing
orgcelures shall conform to ANwA C601 as hereinafter modified or expanded
• and the requirements of any iov:rning agency having Jurisdiction,
FLUSHING
Before ster111zlnq flush all fortimn matter from the pipeline.
Provide hose S. teft, orary PIP@$, ditrhtt, etc. at required t0 disp OSe of
flushing water without damage to AdJacent properties, Fluthl
velocities shall be at least 2.5 fps,
STERILIZING MIXTURE
Sterilizing mixture small be a chlorine-rater solution having 'ree
chlorine residual of 10 - SO ppm. The Sterilizing mixture shall me
prepared my inlectingt (1) a liquid chlorine qas-water mixturef (2)
dry chlorine vas) or (1) a calcium or sodium hypoc,ticrlte and water
mixture Into the pioelire It A measured rate while fresh water is
allowed cn flow through the pip, llne tt A measured ra•.e so that the
'hlorint-water solutlIm is of the specified strength,
The liqulP chlorine gas-water mixture shall be applied by means of an
. approved solution feed Chlorinating device, Dry chlorine gas —all be
fee through proper devices for regulating the rate of flow and
Providing effective diffusion of the Oat into the water within the pipe
berg treated. Chlorinating devices for feeding solutions Of the
chlorine des of the gas itself must provide *tins tot preventing the
backtlow of Water Into the Chlorin, cylinder,
• It the COIClum hypgchlorite procedure is used, first mix the dry pox at
with v,ter to make a thick paste, then thin t0 approximatel: a 1
percer•, :olutlOn (10,000 RPM chlorine), If the sodium hypochlerite
Procedure 15 used, dilute the liquid with Meter to Obtain a I percent
solution, The following proportions of hypochlorite to water will be
regulredl
•
SPCCs. 151)
10
�r
•
Calcium Nypochlorite (l)
(65 - 10 peretnt cl) I lb, 1.5 gal. •
Sodilm Nyrcehlorite (21
(5.15 oer.ent C1) 1 gal. 4.25 gal.
1. Comparable to Commercial Vfoductl known as NTH, Perehioron, and
Plttchior,
2, Known as liquid laundry oleach. Chlorox. P.. .A, etc,
POINT OF APPLICATION
1 itct the chlorine xixtute Into the pipeline to be treated at the •
oeglning of the line through ■ corporation stop OT suitable top In the
top Of the DIDellne. Water from the existing system or ^tner approved
feurce shall be controlled sc as to flow slowly Into the newly laid
PIPellne during the application Of chlorine, The rate of chlorine
mixture flow shall DO In such proportion to the rate of Water entering
the DID# t"t trig combined mixture shall ')tatn 40 - 50 opm of tree
available chlorine, valves shall ee manipulated so that the strong
chlorine solution In the line being treated Wiil not flow bacx into the
line SVPPIYinq the water. cse cheek valves It necessary.
RFTENTION PERIOD
Treated water shall be retained In the plDellne long enough to destroy
all nOnspote-f of ming ba-c.eria. with proper flushing and the SDecltled •
Solution stfength, 24 hours 15 adequate, At the and of the 21-boat
period, tie steril)Zlnq mixture shall nave a strength at at least to
Do, at chlorine.
Operate all ValVes and other ADPUTtenances durinq sterilization to
Assure that the sterilizing mixture Is dispersed into all parts of trim •
line, in-.l40in7 dead ends and similar areas that otherwise may not
receive the treated Wafer,
Do not place concentrated quantities of Commercial sterilizers in the
line before it Is tilled with rater.
After chlorination, flush the Water from the line until the water
through the line is equal chemically and bacteriologically to the
p efmanont &cure@ of sup. '•y.
OISPOSA6 nP STERILIZING WATER
Dispose of sterl: lzirq water in An approved Panner, Do not allow
steri1121mq water to flow Into a waterway without adequate illation, !♦
derhlorinatlon, or other satisfactory mernod of relating chlorine
ro.,centra!IOMI to A safe level. Tne C,)rtraeter Is reminded of the
requirements in section, GENEPAL PE9UIRLMo NTS concerning protection of
Springbrook Stream.
Specs .ua
li
•
•
No Day until the ceps
ment for DSDe of fittings In place will be matle
• aucce et IUlly passed the leakage teat, has
the ^ngineer will Wlt hhr tell paymentdo on any section of Dlpe deemed
unsatisfactory due to excessive leakage or
corrected any Other C\Usff antil such
and art nave been !n Accordante
acceptable to the Engineer, With [hH e Dont N[t Doeua:ntt
and are
PIPE AND FITTINGS
Payment for the ductile Iron p1Dt and east the tltt1n93 Will be wade at
as class Iass Sfled.piece Der linear toot, Stated In the PtOp0lal, for the pipe sitta
The seas re }pf DaYment will be th1 field measured center line length ,f
tna pipe to place Withln the 11aIta shorn aeaa Y red from center of
t1Ptings, to the and of the DSDf, or to Walls pt structures, As
appllC ab Ae. Laying lengthS of valves and fittingS will be Included.
Specs, ISB
9
specs. 15B
12
•
1SC. CONCRETE PIPE
.... ........ .... •
A. SCOPE
This section Covers all work necessary for the instaiiatlor Of Concrete
Pipe. complete.
A. MATERIALS •
GENERA'_
All cOncTete Pipe in the prcjeCt snall be reinforced. Concrete pipe still
not be coated Internally or externally with any substance of any type in �
an attempt tp improve its Performance when air or hydrostatically tested.
The use of a coating 1111 be Cause for rejection of &I! pipe delivered to
the jobslte.
Conform to ASTM C 76, Class IV, with Nall B design requirements a d ASTM C
150, Type II Cement, Lesser wall thickness th..,n those sPtclfltd hereln
may be used. Provided the me,-hanical strength of the P1Pe as established •
by the tests 15 as speclfled Under ASTM C 7b. Procedures for acceptance
tests are described under WORKMANSHIP,
PIPF JOINTS
Joints shall be rubber•gasketed type. Joints to conform to 45TM C 443,
inClading otrtcrmance requirements for joints. Free movement of water
through tme pipe joint or pipe wait will be grounds for rejection of the
pipe,
CONCRETE FOP CLOSURE COLLAPS AND ELBOWS
Concrete for closure collars Shall have a minimum compr.Ssive strength of •
],Soo PSI at 28 days.
IMPORTED PIPF BASE AMD PIPE ZONE MATERIAL
Granular material for Pipe base and Pipe Zone baCKflll shall De Clean pee
gavel or Crushed rock with a maximum sire Of 3/4 inch, uniformly graded •
from coats* to tine. Clean beach, Pit-run, or reject crOshes-rvn sand may
be substituted to[ gravel to trenches with no groundwater in trio pipe
Some. Submit samples to the Engineer for approval,
SELECTED MATEFIA: FOP PIPE ZONE
Se.tCted trench aide material used for baektill In the pioe Zone shell be
triable and contain no rook. Clay mosses, clods, t[oxen soil, or other
010cos of material larOtT than 1-112 inches.
Specs. I3C
1
•
C. WOPNMANSHIp
• ...........
PREPARATION OF TRENCH
IMPORTED PIPE RASE MATERIAL
Provide imported Pipe base material under all gravity sewer pipe for
• full Width of trench. Minimum door, It base shall be a Inches.
Hand-grade base to proper grade ahead of plD! laying. Base Shall
Provide a firm* unyielding support along entire pipe length.
BELL HOLES
• Excavate bell holes at each Joint Co Permit proper assembly and
Inspection Of entire Joint,
PIPE, PREPARATION AND HANDLIN.
Inspect all pipe and fittings Drior to lowering Sn�.o trench to Insure no
0 racked, broken, Or Otherwise detective materials ire being used Clean
• ends Of Pipe thoroughly, Remove foreign matter anc+ dirt from Snsitle of
Pipe and ° `D clean durl no and after laying.
Use Pr, lm lements' t0O12, and facilitles for the Sdf! and
P
D Vold any
Of the work, Lore[ Pipe Into the trench In such a manner as to
a Proper
void any p,y61ca1 damage tD the pipe, Memove all damaged p1De from the
• JObsite, DO not drop or dump pipe Snt> tee nC nos under any circumstances.
the,
LINE AND GRADE
Do not deviate from line or grade more than 112 Inch for line and lid inch
for grade, PrOviged that Such variation dots not result
reverse al Oiling Invert, In a level or
• measure for grade at the pipe invert -. not at the top of becanst of permissible variation in pipe wall thickness, tn! pip!
.CLOSURE COLLARS
Ust closure Collars only when approved by the Engineer, and [hen Only to
• m\K! cOnOlrtlOni between the
pipe or where standard rubber-gaSketed
Joints are Impractical, Before the closure collars are Poured, rash pipe
to remove all loose material and soil from the surface on Which the
concrete will be placed, Wet nonmetal le pipe
the -ollars, Wrap and securely fasten , light thoroughly prior to pourir;
building felt around gauge of sheet metal of
the pipe to Insure that n0 concrete anell enter the
1 inl, M\k! Intl[! COalat lf� One pour and eStend a minimum Of 12 Inches or
• each Side Of the Jof It, The minimum th lc Kncss arOUrd the outside diameter
ohf1rhe Pipe Shall l
collars are p"red and t,ave taken the lrhlnit i IP sete c In ure a d water. After
After
wil r
th "collars
earth,
ring
•
Specs. 15,
2
FIELD FABRICATED TEES AND ELBOWS
Construct in accordance Witt detalls shorn on the Plans, and in accordance
With oppllcalle Instructions for olos'Jre Cellars above,
LAT;NG AND JnINTING PIPE. AND FITTINGS
Pipe layinq shall proceed upgrade With spigot ends pointing in direction
Of slow. After a section of pipe has been livered Into the prepared •
trench, clean the end of the pipe to be joined, the inside of the joint,
and the rubber ring Immediately before lolnlnq the pipe, make assembly of
the joint In accordance With the recommendations of the manufacturer of
the type of Joint used. Provide all special tools . no appliances required
for the jointing assembly.
After the 1olnt has been made, check pipe for alignment and area., The
trench bottom shall form a continuous and uniform bearing and support for
the pipe at every DOlnt between joints. Apply sufficient pressure In
making the joint to assure that the joint Is "now@," as defined in the
standard Installation Instructions provided by the pipe manufacturer. To
assure proper Pipe alignment and jolmt makeup, place sufficient pipe zone
materlal to secure the pipe from movement before the next joint is
installed. Pipe shall be laid 50 the inside joint space does not exceed
3/8 Inch In width.
If pipe Is laid within a movable trench shield, take all necessary
Precautions to Prevent pipe Joints from pulling apart when moving the
shield ahead.
Take the necessary prerautlom$ required to prevent excavated Or other
foreign material from getting into the pipe durinq the laying operation.
At all times, when laying operations are not in progress, at the close of
the days$ work, or whenever the workmen are absent from the job, close and
block the open end of the last laid section of Pipe to prevent entry of
foreiqn material or creep of the gasketed joints.
Take ell precautions necessary to prevent the "uplift" or floating of the •
line prior to the Completion of the backfilling operation.
ahem pipe IS connected to manhOle$ Or concrete structures, make connection
30 that the standard pipe Joint is located not more than 1.5 feet from the
outside @doe of the structure.
When cutting and/or Techlnlnq the pipe Is necessary, use only tools and •
methods recommended by the Pipe manufacturer and approved by the F.noineer.
BACkFILL AT THE PIPE ZONE
Backfill the area of the pipe Lone flow the bottom of the Pipe zone t0 the
horizontal center line of the pipe with Imported pipe zone material. Hand
Place the material around the pipe In bunch layers and thoroughly hand
tamp With approved tamping sticks supplemented by "Walking in" and Slicing
With a $novel. Backtill the area of the pipe sent from the horizontal
tenter line to A point 9 Inches above the top outside Sirtaee of the
barrel of the Pipe with s@lect@d material tot pipe zone as hereinbetore
specified, .
Specs, ISC
I
• in lieu of selectee material for pipe zone in the doper portion of the
pipe zone, imported pipe %ore material may be substituted at no additional
• cost to the Owner.
when, in the opinion of the Engineer, 1-sutflclent or unsuitable material
exists At trench side for selected material for use In the JpPar Portion
of the pipe zone, import and Place Imported pipe Zone material. The
Imported material snali be Plated and Compacted in the same manner
specified for Selected material for Pipe tone. Extra Payment for PlAciny
Imported baektill in the pipe Lane Will be made only when the Engineer has
46 directed that the material be Provided and placed.
NyOPOST►TIC TESTING
P1Pe and joints shall sustain a maximum limit Of 0.5 gallon par hour per
Sncn-diameter Pet 100 feet when field teSten by exflltratlon methods. Tne
hydrostatic head for test rurpoSeS shall exceed the maximum estimated
groundwater level in the section being tested by at least 12 lncneS Ana in
no CALt shall be less than 72 Inches ab Ve the Inside too of In- high!St
section. In every Case the height of th- •Ater table At the 1, of the
test Shall be determined by the Contractor by exploratory holes at such
other methods approved by the Engineer. The Engineer shall ma\ the final
decisions regarding test height for the water in the pipe section being
tested. The length Of pipe tested by extlltratlon shall be limited so
the' the pressure on the Invert of the lower end of the section Shall not
exceed 16 feet of voter column. For tech .nertase In pressure of 2 feet
above A basic 6 feet measured above the inside tqP Of the PIP* at the
lower end Of the test section, the allowabl- leskage Shall be Increased by
10 percent.
The pipe test Section may be filled 24 hours prior to time of extlltratlon
testing, it deSlrot . to permit normal absorption into the pipe wall$ to
take place.
WAIVER GF NYDPOSTA 'IC TEST
Since the water-holding CapabllttY of the concrete pipe on this protect I$
not Critical, the hydrostatic rest will not be required if# in the opinion
of the Engineer, the pipe materials and Installation conform to aceepted
standards of the industry for construction of Concrete Pipelines which
would normally be capable of PAssinq such hydrostatic test,
rlNl,L PIPELINE CLEANING
• Prior to final acceptance And final Inspection Of the PIP* system by the
Engineer, [lash and clean all parts of the system. Remove all ac^umulated
construction debris, TOCK6, gravel, sand, slit ar,g other foreign material
from the system At or near the Closest downstream manhole. It necessary,
use mechanical rodding or bucketing equipment.
Upon the Engineer's final Snspeetlnn of the System. It any foreign matter
Is still present 'n the system, reflush and clean the sections and
portions of the lines as required.
Specs. ISC
4
•
D. PAYMENT
Payment tot the were In this section, exclusive of the IMPORTED PIPE ZONE •
MATERIAL detined below, will be included As part of the lump sum bid, and
shall be considered as full payment for all equlppent. labor, materials,
and incidentals necessary to provide the Concrete Pipe, Complete.
IMPORTED PIPE ZONE MATEPIA.
Payment for Imported pipe zone material for the Upper Dips tone (600ve the •
m Ofitontal torten line of the plpel will ]! made Only when directed by the
Engineer and at the unit price Per ton stated In the Proposal. Quantities
for payment purposes shall be the actual number Of tons Used, based Or
truck measure and trip tickets signed by the Engineer. Trip tickets snail
be presented to the Engineer for his signature on the day that the
material Is delivered ara used. •
•
•
•
specs. 15C
5
•
ISD. CnLLECTUP PIPE.
- -_•-
A. SCOPE
This section covers the Work necessary for the collector pipe, complete.
b. MATt NIALL
PERT OPATED CnNCPETE pip[
Perforated plot of the diameter IrdICAted Conf Orming to ASTM C le, Class
2. With bell-and-Splgot lolnts, ilttlnas shall he nonperforated
cell •-�d.aolaot ccncre to pipe, conforming to ASTM C 14, Class 7.
perto""Ons snail Conform to ASTM C 444, Type 1.
CONCRETE PIPF FOP OUTLET Da AIN
Fell-and.splaot concrete pipe, conforming to ASTM ^ 14, 'lass k. Pipe
. shall have ends suitable for rUbbtrering gasket type I01-ta as SPeClfled
hereinafter, joints for Con Crete Pipe Shall be rubber ga&ketad Cont Crming
to ASTM C 441.
CAST IRON SC1L FIDE. FITTINGS, ANn ACCESSUNIE5
Zest Iron pine and ilttlnas And the brass acre• Cleanout plus shall be AM
and Conterm to Commercial St AndArd CSIRA. Lead And asbestos rope shall
conform to anplltable FederAl Specifications,
CONCRETE
Proportioned and nixed s0 as to orhvide a minlmun compressive strength at
78 days of 150o psi, Mettrtals for concrete, %it design, method of
plOportionino. Placing, finishing, and Curing shall be In aftordAnce With
Applicable portions Of Section, CUNCPE.Tt.
MORTAN
MOrtaf shall be A StAndard Premixed eODOrete 00fter Conforming to ASTM C
IWI. or be proportioned 1 Part Portland cement t0 7 parts clean.
Well-Graded Sand which will Pass a i/Relnch screen. AdmlxtUres PAY be
used not exceeding the tollovina percentage& by welaht of Cementl
Nydr Ated Iimt - 10 percent, 1tAtam6ceOU5 earth or other inert materials
S percent, runsLst*'cY Of mortar shall be suet that it will adhere
readily to the plot. Mortar m1Aed for longer than t0 minutes shall not be
used,
PIPE EASE ANn PIPE TnNF MATERIAL FOR UUTLET DRAIN PIPE
Conform to that spectfted !n section. CONCkITE PIPE.
Specs. i5D
i
•
C, WUNAMANSNI.
f PEPAPATION •
TRENCH EXCAVATION
EXCaV&tiOn Is SPeCifted under Ar'PlicAble Parts bt Sections. tAPT11WURs
and COLLECTOP MEDIA,
GRAVEL MEDIA
Specified In section, COLLECTOR MEDIA,
r IEPARATION OF PIPE. PRIOR TO INSTALLATION
Inspect all piPe and fittings before lowering into tht Prepared laying .
area to Insure that no cracKed. broken, nr detective pipe or fittings are
being used In Inc work, Clean the ends of the pipe thoroughly With a
brush or Other approved means. Remove foreign matter And dirt from the
inside ..f the pipe. Insure tha, the Inside turtaces of the bell or collar
are smooth and free from any PTOIectIOnA whlcti would Interfere with the
assembly or Wateftlghtneas of the Joint,
HANDLING •
Provide And use prone. Implements. tools, antl facilities tot the sate and
Proper protection of the worK. Lower all pipe into the laying area in
such A manner as to avoid Any physical dA%AOe to the pipe, Pe Ject all
damaged plot and remove from the Jops Jte, no not dump pipe into the
laying area under any circues Ores. •
LINT AND GRAnL
maximum devlation from true line or grade, As established by the Fnglnetr.
spell not exceed lt2 inch for line and 114 inch for grade provided that
such variation does not result In a level or reverse slopinT Invert. '
INSTALL►T1nN OF PEPFURATCU UVUF.RONAIM PIPF
The 1017.2JOnS of the pert Ofated Underdrain Shall be As shown And as
dlrect•d by the Engineer, Artng the gravel base to a true grade at the
Proper elevation, dig bell bole, And lay the Perforated pipe on a true
Alignment on the prepared grAVel bast as shown, LAY the perforated •
Underdrain ;Joe with open Joints (Without rubber Vasket), Center spigot
end in matino bell so ends are in contact, Place Joint so tlow line is
regulat . Fare bells In direction Opposite of flow. Place Perforations
down.
•
•
Specs. ISO
1
•
INSTALLA7,09 OF CONCHETI, DRAIN PIPF
Pf�, ide Pipe pale And Pipe Lone as specltlen In section, Ct1RCPET$ PIPE,
After A section Of Pipe has peen 10weTed into the prepared trench, NIP*
the end at Ste OlPs to be ioihed. the Inside at the )DLit, and the rubber
ring clash immediately before joining the pipe. Make the joint in strict
hCCOrdanCe with the recommendations at the manufacturer, Lay Pipe with
fare 50 as to Prnvlde a eatefttgnt ingratiation. Provide all special
t Onls and Appliances required for the to Intino assembly,
• Atter the lOiht has been adds• align and check the pipe TOr grade, The
trench bottom Shall form A Continuous and unllora bedrinq and support for
the PIP at every point between Joints, Apply sufficient pressure in
making the Inlnt to assure that the Joint SS 'name' at defined In lne
standard Instal Latton instructions prOvided by the pipe manufacturer, To
4"Ure Proper Pipe alighmeht And Joint Maks-uP. place Sutticient pipe Lone
' mateTlal to Secure the Pipe tram movement hetare the next Joint is
Installed,
Prevent dirt Or other torflln material frOS getting Into the pipe during
The laying operation, At Ali times wheh laYing OPOTatlOns are not in
Progress, at the Close at the dav's work, Or whehevef the wotkmen are
+ absent from the JOB, close and alOCk the Open end Of the last laid section
nt DIPP to prevent entry at toreign material or creep of the gasketed
10ints.
Where Pipe Is Connected t0 Concrete Structures, make the Connection s0
that the standard pipe Joint is IOCdted hot more than I.O feet tram the
nearest outside edge at the structure, Make • Cement mortar joint At any
• connections where A pell�andwsplgot joint is not practicable,
PACFt'ILLING
PLACING GRAVFI, MFn IA
50ecitled in section. CULLFCTDR MEDIA,
H AC Kl 1L1,
SWItled In section, t'APTHw1JRK.
CLF.AN(nUTS
Support the lower elbow LOT wyej for Ina cItAnOVta on Concrete thrust
blOcking as indicated. The upper section of the cleanout shall of of Oast
Iron Soil Pipe, Install a Standard brdsa cleanout plug at the elevation
InOICAted or 63 directed. Any lead Into the cast Iron Sall DIP*. Make the
loint between the colt iron pipe and the concrete pipe with cement mortar.
Racktlll the cle Anout with gravel media and earth backtill as specltled in
Sections. CDLLRCTUP MWA And EARTHw11PR,
FLUSHING
flush And clean ail Parts of the System. Remove all accumulated
con SttuCt:an debris, gravelo and other foreign material,
Specs, 15D
3
D, Pa YMt NT •
C01,0CTUP pipE .
payment for all work In this section escept cleanouts n 11 be based upon
the unit price her I near in, [ fcr pipe as set forth In the font Factors
Proposal for the various sizes of pipe Installed as shown or as directed
by the Engineer. Payment for pipe Will be based on the actual number of
feet installed, as measured by the Fnulneer. The pipe will be measured
horlsontally along the center line of the Plpe, from center of fittings, •
to the end of the pipe, or to walls Of structures,
applicable, whlchevrr In
CLf,a ROUTS
Payment for cleanouts will be made at the unit price for each as set forth
In the Contractors Proposal, based upon the actual number of cleanouts
Installed.
Specs, i5D
4
•
STANDARD MANHOLE DETAILS
• VCYi\e..i.
GG•.G24'.. PLAN Of 1G s� Rw 5% N ION
.+n•.�¢'_. .+l4d62C 7,ON P00. !Y �CA� MAN 1.
r00 w.A .:r
wl
17 .wrt
,
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I �. 'I 1V-�'''_`..�ems' r W.t+�h}K.�•.
TYPICAL MiNuOl6-i!D II"P�PC -`>.i?` \'?\�.;.R Y'- C.vtn5DEN1�Y
� �T
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4= Nyllp4"•F�5 .iIM�..I.�b�6 Y!Pa
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SEE NOTE 2
a
F.'NiSH GRACE -_ k
i
/ #5 GAR
• `ENTERED
N POS'
4,000 PS/ QI
CONCRETE
• SST -
•
)VOTES
i VALVE MARKER PO5T SHALL. GE EQUAL TO
• GREYSTONE PC 3.05. PA/,VT WIT-H 0 COATS
OF /NER7Z)L RAMUC MASONRY PA/NT,
COLOR 319, ORGANIC TYPE
2 PAINT 0/STANCE FROM THE VALVE MARKEq
TO THE VALVE ON THE r-�OST WITH BLACA(
• ENAINIEL )AINT.
•
SrANOARD OETA/L N0. 99
•
VALVE MARKER POST
ACM AREA tS 1 2 OF
+ i fIBU LATEO TOTAL AREA
C \
C OF'a,Tforte
FACE
TEE PLUGGED CROSS 7 ATE PLUG OA CAP
^I r l l 0
A
♦°
aiI
A A
2
BEND PLUGGED CROSS TEE
NOTES:
1, CONCRETE THRUST RLOCAING TO OF POURED AGAINST UNDISTURBED EARTH.
2. WEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
7. THE REQUIRED THRUST BEARING AA S FOR SPECIAL CLNNECTIONS ARE 91IOWN I
ENCIRCLED ON THE PLANS, e.e. (1 INDICATES 15 SQUARE FEET BEARING
AREA REQUIRED.
/, IF NOT SHORN ON PLANS REQUIRED BEARING AREAS Ai FITTING SHALL IF +<
INDICATED BELOW, ADJUSTED IF NECESSAA! TO CONFORM 10 IHt TtSf
PAESSUREISI AND ALLOWABLE SOIL BEARING STRESS(ES) STAItO IN 'BF
SPECIAL SPECIFICATIONS,
5, REAPING AREAS AhO SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAAI F3ECE-
DENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STSAhPRO f
• DETAIL. 1
_ BEARING AREA OF THRUST BLOCKS IN SQ. FT. ,
TEE, WEE, SO' BEND TEE i
FITTING PLUG OA PLUGGED PLUGGED I
S12E CAP CROSS ON RUN /S• SENDI 221' BEND I"'. BEND
AI A2
/ 1.0 1.4 1 0 1.4 1'0
B -..3
.6'. 3.0 A. 2.0 1�6
I 1.5 12.0 I 12_0 5.5 3.4
11 11.5 10,� 2L0 IC-3 v_
11 —15.0- —21.3 50.0 21.0 ti,8 -!.A
27,
r 25.5 _. - 77.9 IF.-0 37.0 _ 18..1 9.1
NOTE: 1 1. _IB.O 11.2 17.fi - 6 B�
ABOVE REARING AREAS BASED ON TEST PRESSURE Of 150 R.S.I. RND AN ALI.ONIBIT SOIL BEARING
STI'M OF 2,000 POUNDS PER SQUARE TOM TO CONPOTE BEARING AREAS FOR DIFFERENT TEST
PRESSURES 100 SOIL REARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AAER - (TEST
PRESSURE ISO iS(2000 SOIL IE AAIM6 STAESS)A(TABLE VALUE).
' COew11\.•OF •Aq .UI l•I q\y
STANDARD OEilll MO. 100 1••.•....••••.""••`•'•
J TNRUST BLOCKING DETAILS
S
PROVIDE 1'-0" SG. BF A" INICR CAST IRON cOVCA WITH ROPO
• CORO. Pip.
.IF-SPECIFIED
'AMR CAST IN TOP sIlF�U
G.
HAND TANP IMFILL - --call IRON lot SECTION
4100110 TOP SECTION
B" NIN.
Z" HAS.
-Call IKON 111TOM SECTION
8017011 SECTION SHALL CP ALF
ENCLOSE STUFFING 101 04 a-RING
SEAL PLATE ASSEMLV. FURNISH
ENLARGED BASES FOR VALVES 017H
SEAL PLATE.' LARGER "AN S-INCH I!
O IANf iER. _
GATE VALFC
I
VALVE SIZE ANO ENDS AS SPECIFIED
OR SHORN aN 7NE PLANS.
TYPICAL VALVE S E I T I N 0
PANDERS RETAIL NO. 103
GATE VALVE A N 0 VALVE 801E
r SETTING OE TAILS �/.I,■■,
(OAMAb N....... n.01. A aObRFtD
�YAiNN1
u...e w•��.� wu w.n.�
P
W-422 SPRINGBROOK SPRINGS UPGRADING PROJECT WTR-9 3
#6A Specifications
•
a
PART 6
PLANS
Q 515 W.�TNEPN L1GHT5 BLVD.,PNCIgRAGE. AK �90737B8t91
CH2M 0 11M O IE S ,1GHWAv 3UNEAU PK 99BC2 9DNSB6
100 OUAIL T., SUITE 208, NE WPOpT BEACH SA 92880 714 762125t
No HILL 0 1626 COURT ST., REDOING, CA 96MI 916 U3.5031
an Cl US CAPITOL MALL.SUITE I466 SACRAMENTO, CA 95814 9161N1 3%5
CJ 3W PINE ST.,SAN FRANCISCO,CA 941O 415 3973100
Q 12M E. NTM AVENUE, DENVER,CO SO239 3W 37T6 70
Q 414 NORTH FIRST ST., EOISE, 10 83701 2W,3445310
Q 1600 SW.WESTERN BLVD.CORVALLIS,OR 97330 5W,7524271
❑ 200 S.W.MARKET ST„ InH FLOOR, PORTLAND, OR 97MI W3 2249190
C 1930 ISAAC NEWTON $0. E.ROOM ni. RESTON, VA 22C80 703 4719710
RIS00 t14TN AVENUE S.E., BELLEVUE,WA%B 206463.588E
Q
TO DAFE�—S•-J—�Jn�7
RE:_�� G�✓
ATTN: A't.E No3OIfQ"_� OUR PROJECT NO,
WE ARE SENDING YOU XATTACHEO ❑UNDER SEPARATE COVER VIA
O SHOP DR`\WINGS ❑PRINTS QDOCUMENTS Cl SPECIFICATIONS 0CATALOGS
Q COPY OF LETTER ❑TRACINGS 0
COPIES DATE ~- REM
lly1 C Ih-o11F'Ica ••y henc CI
S • C¢af K<:TI(M1� 4'NC MfS!
REMARKS _ 1 4U,J,IW�> l �yl I c --72
/�
I^C.a,P •r.A�_In FE S (u py /*"n.. 4
//II IF M%IEhIAL AtCE1VE0 IS NOT AS LIVED
COPY TO .�1 ,- ABOVE.PL` E I Y 8 AT ONCE
BY G��T'�o
INTEROFFICE MEMO
TO: Warren C. Gonnason
Public Works Director January 5, 1976
FROM: John K. Pain, Jr.
Special Asst. City Attorney
SUBJECT: Springbrook Stream Protection During Construction at
Springbrook Springs
This is in response to your interoffice correspondence on the
referenced subject dated December 30, 1975, received January 5, 1976.
We have reviewed the section in the proposed "General Requirements"
dealing with "Stream Protection" and suggest that the first paragraph
of that section be written as follows:
"The Springbrook Trout Farm is located downstrea-
from the project, on the west side of Talbot Road. Any pollution
of the Springbrook stream may cause damage to the Trout Farm and/or other
non-City-owned properties, The Contractor shall take all pre-
cautions necessary to prevent such pollution as a result of his
work. If, at any time, silting or other pollution of the stream
does occur as a result of the Contractor's operations, the
• Contractor shall immediately notifv, orally and in writing, with
a copy to the City of Renton, the Trout Farm or other proeerty
owners involved by reason of such silting or other pollution, so
that the,, can take steps to minimize the damages which could occur."
Paragraphs 2, 3 and 4 of the "Stream Protection" section may remain
unchanged; however, we suggest that a new paragraph be inserted as follows:
"If any damage occurs by reason of pollution or silting
at the Trout Farm and/or other non-city owned properties, or by
reason of the Contractor's failure to comply with the other con-
tractural committments of this section (Stream Protection), the
Contractors shall bear all responsibility for same, and shall
assume all liability and costs therefore; and in addition thereto,
hold the City of Renton harmless from any and all liability re-
lating thereto." -
A photocopy of page 6 of the "General Requirements" is attached so
that you may follow Our suggested changes and additions.
. o n X. Pain,, Jr.
JKP:mw
attach.
cc: GMS, LJw
.. • � Page 5
� x
p, �.,q construction, stock?Si! the excavate0-trench material fso as to do the
.., a e to adjacent areas or fences. Remove all excavaed materials from
mo o. _ seas, and leave these s';rfaces In a condition equivalent to their
' _ -1 -eaas, andion and free f:Jn all rocks, gravel, boulders, or other
o`I ' r A,_ !xls-i^'> drainage ditches and c•-lverts shall be
material.
_ and grazed dnd n.at4ral drainage restored. kestore culverts broken
rem:!^-.^
a: canaced to their 0:141na1 condition and location.
i)CnT pP.'c'r EIITION /G-
/r lY.
Cuct Prevention ells;ores be toptlnuous pnttl final acceptance by .tie
R30TECT 101 f AI . 1
T X
';he Springb ook trout 'arm iy located downstream tron the Project site, on
west side Ct Talbo! Road, Any Pollution of the SPringbrook stream may
Cause danay�i at�Srout ;,arm( The Contractor shall take all precaution5
hecesSary tt pre lent s"tcn pollution as the result of his 'work, •bf. at
an%ime, sfY]ltlnq or other pollution of the stream does occur as`the result of
Lhe Con tza tor's operations, the Contractor shall Immediately notity/the
,rout Farayso coat they can take steps toninir;re T.he da-l:�gea which coalE-
occur. CF x damr�ge�n�lq�oeCUt�ih�e Cgpt T,a c�t�trd
eam 4au3inq station weir is also located downstream, neat tnr
C�rinator Station. If Lne weir becomes Silted Up as the result of the
CJrt:actgr's operations, the Contractor shall remove all such silt from the
y^_r, and dispose of as apprr 'ed by the knglneer.
Excavation Spoils and other deleterious materials, such as dirt, silt,
eemenr or ❑etroleum Products originatinq from the operation, shall not b@
a' low_d to enter the stream cnamnel nor small such contaminants be placed
vtete they nay later enter this area. All rubbish shall utlmately be removed
frcm the site,
5:tter puttped out of excavations shall be discharged into settling ponds or an
,area separated from the natural stream channel. Dlscnaree w:'iter returning to
the stream shall not increase the ❑a0kgroUnd turbidity by more than 10
percent. r.•eaaured with a Jackson Candle Turoldlmeter.
SPRIf105 PP.OTECTIO'I
,
Tre springs Snall at all times be protected from contamination, '=—
E:U I P.4 ENS CPERATI%L •AINTENANCE INSTkUCTICNS
P',* ide 4 copies of the manufacture erating and maintenance instrnctlons
for each piece of equipment. rmaticn strai`L-De complete and in sultable
form for ready use t': vwner's personnel. Cata`T74�ts and in``-a rnatlon
regar-tin- spat _, is small be incluued, ;.I-
* o?eratlny aI.
�Pnar.ce
inst:.'.- a ..s hall aiaembled in ring - ==r5 Or other fore as c.-• - ••d by
.r•�=ice..--.a-rw
Or ItC
z
OFFICE OF THE CITY ATTORNEY• RENTON.WASHINGT7N
10lT AIIC{aU%pia M1.'tN i3{pl.'ILRYG • P{H lOtiw'wpMlnOl(ll: �M% Wes\
pq b.
�Q' GERARD M SHELLAN.crtr wtxwev LArsAENCE J WARREN.
O,P wnsu+wvr cmr wrraiuo
January 4, 1977
M £ M 0
TO: Warren C. Gonnason, Public Works Director
FROM: Lawrence J. Warren, Assistant City Attorney
RE: Springbrook Creek Construction at watershed area
On December 30, 1976 our office received correspondence
from you concerning specifications for the improvement of
Sp.ingbrook Springs Reservoir site. By Memo dated January 5,
1976 we made certain suggestions for inclusion in the general
requirements and stream protection sections of the proposed
contract. I would like to be informed whether or not these
sections were included in the eventual contract, as it will
have some bearing on the present suit being brought �gainst the
City by the Gallaghers for damage to Springbrook Trout Farms.
Very truly yours,
SEELLAN B PAIN
Lawrence J. Warren
LJW:lc
# 3c 3 4--
CH2M
HILL
RESIDENT ENGINEERS
DAILY DIARY
PROJECT NO.
D5H5 - 26F 2'7 W- 2 1 ?Z 31 1I
`.7PR��v(,IBRUoW '6&L' /GS WC-GCA-
INCLUSIVE DATES
FROM, N• "t ril4- TO
CORNELL. HOWLAND,HAYES & MERRYFIELD
CLAIR A. HILL & ASSOCIATES
DAILY T ' ART
CORRELL. HOWLAND, HAYES 6 MERRYFIELD
PROJECT TITLE: Spry+(. SaumL Si'ariybs
PROJECT NUMBER: PROJECT NGR.
PR 0I ECT ENGR. : (_AAsM _ RES. ENGR. . (�A?M (Lsn.N6S
ENGINEERING PERSONNEL:
TITLE NAME LOCAL PHONE LOCAL ADDRESS
Res. EnRr. —
Inspectoi —
Inspector —
Inspector
Inspector
OWNER PERSONNEL:
NAME TITLE OFFICE PHONE NONE PHONE
CONTRACTOR PERSON"EL'
NAME TITLE OFFICE PHONE NONE PHONE
Aa .O ."C*Qla CC INC. �—
(o424 L�eKO wAC Weft,rbm (3.Je 'JG
�c n wNn rnsu 9403-N LJn 2-1£F12
tSee Back For EmelRenCl Phones)
DAILY DIARY
f�ORNELL NDWLAND NAYES ! MERRYFIELD
•o, w• rtgr* w.
wUTw[. sro.w gnao r... .o l.w,
Ttrtrl Tw.tl WY. �//�.�.�af.� Yln. aGi gt[IN f[fIM
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,
S[9[.rirr fie. 11It'<ll.tlh W.0% "MAn"
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rtalwtr.rulwur•t flwswt_.. ...._ ..__. teorfewwa a rtvtrut .lrt
DAILY VIARY
CORNELL, 4OWLANO HAYES d YEgarFiE�D
rtYnu*Dn: w.. S9 Yu. °r., ntxufunar �!
YaRX .OIaD �_.�_I.Y. •0__._._. GY.
f!1 xVw(R XYa C(1191 a. I(.R6w/[�l (w1,OF(0
F0. 61 fCRI.t19M . .
FDUM aI(Rl f(6
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DAILY DIARY
CDRNELL HDnLAND HAYES ! MERRYFIE D
f O.r6 <0. h0.�� •1r0.1 .0.�
41fwp �//!eC/� S•OIW a.100 ��,RV f0 ..Y.
I.W10 1WI+ ,Y. a1., ViiY fir.+ ....... ^.ri plY
Iti VVN411 aN [a.ff,�m/rbfOM4 twaoftm
w.+e. es.,irwc.e n. .oX alll, wr._yal....__—_���
nOVH M[\.f10
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e
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"n, . ,�w..wr i ....... e,i .r
DAILY DIARY
(:ORNELL HOMLANO, HAYE5 II MERRYFIELO
I„ my, IC-A Y VY r a >yf[A'Alia as w. Wo.f Ya # 4
YIyVM(• [�\CIZL]{' fTOW y[YIOIr [,Y, f0 r.Y.
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y,.r. IAA(ALA) 1^M wit
In Yu taw•Yc yl ox r.oss ��� r���� ��-
y0. CI f[MI•rl°M B�1a-C.r.CI Tr MOwf a[I.yVEa
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NtYY[YT [NQgtY•t tIw[Y11[ teYYq Yun M NMtl)-- Nq
DAILY DIARY
CORNE.L H^WLAND HAYES S MERRYEIELD
7. .i f`J S
nl ..n art . Tx r s wn.�._t_. +na xD.—_� .arwt +o.
.[.txt. STWu t[.IDD hY, tD LY.
T{p....W[i W[1. LR: lim POW"TATIW
f:[XI:
1[I XMbt. I" Cuss Lr "ASO +ta [M.D+IXi
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1_�--
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1f11X{XT {XOIYt[X'f pfMTWt (cOXT[.Wf i .0 Uffl ..R
DAILY DIARY
}� CORNELL HOKANO HAYES A WRRYFIELD
JO[ %a. IIVOY! M0.
t IOYY r(Y 100 I.N. Ip f.Y. r�IOG i4;1 n.
TtM(\ATNN(, INY OI,, YIN. Or.� I[Lflry ull ON
A.Y. •.Y.
I al,yAlM amisu! eY we•ae. a. u.eu.f a( i .. _-__._... ._.._. _ _
NO. Dk 3ER 11)IM' fllC!PrKIIY NOYO M(AAT(9
1 /+
w cwaxa oauk AEcpu\r DI DAY, DO[(.
.-..-1LJ__.Co-bl
1., \n( TO at ODN[ TON...UNi
q(Iet\T {N\IIItM'f •IMY Two ICONT IYYU ql \tYt\t[I -- DIU
DAILY DIARY
CCORNELL HQKAND, HAYES ! MERRYFIELD
111 eav� . Y I . TAGS 0AT[Z_L`J_ l01 .0. •oo.. Fo.�
I.ED......... IY11. 41 YIM. DI. IRIC III tO\IOF
F.Y. •...
.MF
1!I FUED ADD IFiS Pr II IIlONFII [Yll Otf 0�
Haroki /1�Cy►eM�
FD. PII10II110. (' Tl i[ - YOU.f Pr[R•AID
111 CIMPFPl94\lat FCC DVF\ D\ PFv•T .P11 F''- -" -. -.. 1 �,`-� - -- -
-
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I., .OR. 10 .. PPY. 1P 0.11.1 _.__._------ _----"_-_---_--------
R. 104%, pH«us-s st Y INC t<eY.[Yut. w Rs...u$ s.n
DAILY DIARY
0R1 L. HOWLAND. HAYES MMERRYF IELD
WE%? y D. .°. ...C ( Y.. �e
..Y °.Y. L
,y I°-
..Y. •.Y.
.C.. 191I00 J.Y. .0 •.Y.
181 ..t. ..o c.na 01 1105"M1 IIN.M101
Y°. jj�� D[f[.II,1°11 flt('C...C1 r♦ x°1Ma COM110
fir_ -
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RI .Ml TO w OMt ----
161 —__........__..___.._..__-.
10101XT IXOIY(t!'t 514m1w, ICOXT IX4l0 M 01.1.10 p(1
DAILY rIARY
CORNELL HOWLAND. RAYES 9 "RERRYFIE0
J
111 Nv� l fgjlY TM I 1 P1It:�.+ rPt YP. IIVo1r YD.
1 Y.
fTMO
ltYItNTYN: Yl �f_1 YRY, f.: rtR4lri frri OM
Wllf r11110P l.Y. •J
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1\I fNI tP N DM1l 100H11:.' .._e___. _....... ...—ems
Ir
DAILY DIARY
(:ORNELL HOWLAND HAYES It MERRYFIELD
1411 71 ltJ
n' e.Y S Y 1 t iY 1 1 tan: La1 X0._� .va.Y xo.
RaiYtA QCL-C.^`�"[� .� slam R, a.
♦[W IA.iWt� Y.. 01.E YIY. OI� IIILC I I I[l1 aX
Ill MY/.11 .Fa Glbs aI fLMOXXLL tW'Mt:
NO. D[4Sr�II1 DY 41 L1 1'.I.(il♦ NODH 01l\.110
i
I
HI GNmaLQa1SN ,C[DU4[ v Ows *.,
o"I
III4101M• LxOl Ylf\') 11 aX.IW[ [t nXtl Xtila M IILY[L f[1 D[1[
Dnnr NARY
CyORNELL. HOWLAND, HAVES 11 MERRYFIELD /
iL 1- 3/ �
I,) DAY: a Y i • Tx r s om�ic_ +of Fo. YVMT FF.
•.Y. •.Y.
F[.TNLF 11MY F(FIO
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(at YIIIIHF Lw c<ua nr retfs+xu [YrinTtf:
ft
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tot
Ytl1[lYT UNIYtIt`t 144107M4 tllllllUll tY,FtWYRI MTt
M- I
ENDING
F FIL
FILE TITLE
V� y-01a, �2EF a
SpRIN&6k4OK Sp.°t�N6S
u�G�QOi NG
� Gp, Spec;-R�ea fi'oN,s