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Home My WebLink AboutWTR2701885(1) W 1X 831 Queen Ave N.E. BEGINNING OF FILE FILE TITLE w o � Queen Ave. (1 . E . l.,l� ilit E ri rl c V( n9 Water?rroetts L- Cfi TRANSMISSION UNE EdOT. E. AVE. N.E. MONR , 1. -�s w.�_ �• i s�} � t ••CIS .�,�]* F.(J � �, � � �;W w - � � Y CFO , a "12 w .. UAT m _ Z_va_ t , rtr cr . y. o{ I U I e rrq ULJ` ayC�J ,�� i ��T o f � _ Z)9.'• - c, •'y . • � �•l � •�Ji ; N 'a ,.d�. ,.,5 n m .may- -ra• V _—UAW is t cos- lJ �--� NLYMPIA VE.N E �L 1Q CD __anol -. ,�:1, rI f�I 60 i,' I. 'f f l P.. 1'S a ..ria,ls 'G.J_r�Li "�' y .�� /� Y• Z .3�r ( _„� - � �s.�, ' y• �{ /�i� _ ri,.,i - {may � - .� Rc ! ' it 9 t 3 AVE. E ,QUEEN ANNE p 41 tip W w,a♦ ' l�afl � . At '•`LJ N.E. i. - 8TH ST, _ •�eD Ch• � 1 r�•° '�'R7 Q • :�i _ z o I s e e ' 9 b n I iz r ra, = ee N.E. 7T ST. , W x w '�a.� � y• �� g31 y �. {i 'ai �.l��•1 L G CG 1 e io n 12 is is _ @� a qp Au 3 = ,, "� 'k � ,u s.: ��. e. .� �•' a �5.. .. . .� i�� Wit. W= N.E. 67Hpp pj [�t�. /" !4 8 " G✓ 6 " GV 1 ¢ „ GV CO b r :SS/ TO. SL NtJ SKY ORsor ASS Y. /�SSY Cos r t,;0 9 4. Tpr�� f /piP�C AG'tJve..�ra �oif`iP T/+�iS /diFlaT�`cT Coc+.o.o.»c. ia�r»c�eir 9a t i- A rrL vaocv y_ � 2S�s L..e ! src f/YORa,S rs Aes.,00.�cq _ (. Ass Y. COST DATA AND INVENIORY SUSJLCI : CITY PROJECT NUMBERS: W- -- ---- S- NAME OF P JECT — —' TO: CITY OF RENTON FROM: UTILITIES DIVISION 200 MILL AVE. SO. RENTON WA 98055 DATE: Per your request, the following nformation is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type L.F. OF WITERMAIN L.F. OF �ATERMAIN L.F. OF " ' WATERMAIN _ L.F. OF WATERMAIN EACH OF GATE VALVES EACH OF GATE VALVES EACH OF GATE VALVES Size Type SUBTOTAL $ EACH OF __ , FIRE HYDRANT ASSEMBLIES (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY), TOTAL COST FOR WATER SYSTEM $ SANITARY SEWER SYSTEM: Length Size Type L.F. OF _ _ _" SEWER MAIN L.F. OF SEWER MAIN L.F. OF SEWER MAIN EACH OF _ _ _ DIGMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM $ STORM DRAINAGE SYSTEM: Length Size Type L.F. OF " STORM LINE L.F. OF STORM LINE L.F. OF " _ STORM LINE L.F. OF ^ ` "i STORM LINE TOTAL COST FOR STORM DRAIhAGE SYSTEM $ STREET IMPROVEMENTS: ( Including Curb, Gutter, Sidewalk) TOTAL COST FOR STREET IMPROVEMENTS $ '----jS16NA�lIR'E) (SIGNATORY MUST BE AUTHORIZED AGENT OR OWNER OF SUBJECT DEVELOPMENT) OF J?t �y o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 oa MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 .R 9 ra, EP February 11 , 1987 '9gTE.D SEPIEV,9 BARBARA Y. SHINPOCH MAYOR MEMORANDUM TO: Dick Hougnton, Public Works FROM: Ron Olsen, Utility Engineering SUBJECT: Claim for Damages Incurred on Sewer Line When Water was Installed in Highlands w-831, Grant Construction David Denial Smith 766 Queen Ave. N.E. 271-2745 This is to inform you that the claim was forward to Grant Construction by me a week and a half ago. In talking with Grant Construction today I was informed that the claim has been satisfied. Ron Olsen 2H.Ol.Ol/RLO:ckd OF RF PUBLIC WORKS DEPARTMENT z DESIGN /UTILITY ENGINEERING 9 235-263, o MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,%ASH.9P055 90 �. 094 TFo SEPIE"Oz'P TO: Grant Conattucr_Ton LATE: 02/02/87 J08 ND 12901 172nd SE _ RE_ C]J;tm fnr damages GL 03-57 Renton, WA 9£1056 ATTN: Richard Grant GENTLEWN: 11E ARE SENDING YOU a ATTPCIEO ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: a SHOP DRAWINGS o PRINTS a REPRODUCIBLE PLANS ❑ SPECIFICATIONS q COPY OF LETTER ❑ COPIES DATE R PTI0 REMARKS MEMO 01/23/b Copy of Claim for damages form 01 07/8 Copy of Account Record THESE ARE TRANSMITTED AS CHECKED BELOW: a FOR APPROVAL a APPROVED A, , SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL q- FOR YOUR USE o APPROVE[ AS NOTED ❑ SUBMIT _ COPIES FOR DISTRIBUTION ❑ AS REQUESTED a RETURNED rOR C014WCTIONS a RETURN � CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT o _ ❑ PRINTS RETURNED AFTER LOAN TO US COPIES TO: SIGNED Ronald L. Olsen TITLE titility En¢ineor IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE dick. - OF R'6' o THE CITY OF RENTON U a '� L MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 & g BARBARA Y. SHINPOCH, MAYOR • DAN CLEMENTS p 10, FINANCE DIRECTOR • 235-2558 Q, 235-2607 O,94"ED SE91E0O; MEMORANDUM TO: Bob ilergstrom,�Engineering January 29, 1987 FROM: Jane Gray S& ' SUBJECT: Claim for Damages - CL 03-87 - Daniel J. Smith - Plumbing expenses due to sewer line damaged by Giant Construction (6/26/96) Attached is a copy of the Claim for Damages form on the referenced file. Please send me a departmental report giving your views on this claim, and I will forward it to the City Attornc and our insurance administrator. Thanks, Bob. Icc: Dick Houghton L CLAIM FOR DAMAGES City of Renton 'JAN 2 3 188T D NOTE: PLEASE READ ENTIRE CLAIM FORM BEFORE FILLING IN. K.C.W. 35A.31 ,030, specifies the requirements-claimant has ii claim against the City. S NAME OF CLAIMANT: v( l t _�•_�f Y i � A� (or Business ame ast -} "y"rirst �Midgle CLAIMANT RESIDES AT: � �� , a (�cp �y -1 Phone Address •i City and State CLAIMANT' S said injuries and/or damages occurred on the day of 19 at approximately o'clock am / pm. DESCRIBE in detail how damage or injury occurred. Give full details, including what defect � caused the damage or injury, r y� + 6 "i _ tIs l `)A' w t WHERE did damage or injury occur? Describe fully, naming streets , indicates pJaFe pf � accident, i .e. , North, South, East, or hest. 3t�1�ll WHAT particular ACT or IS ION on the part of City employees do you claim cau ed the injury or damage: � C (,_ r -+ ( , Lo WHAT DAMAGE OR I JURIES do you claim resulted? Give full extent of injuries or damage claimed. Give Cie sum you claim on account of each item of injury or damage. Attach esti to of repair or medic re ort, i av ilable. ' , c Date Item � �`� "� Arrroun[ - $ a. $ 52,3L -� �-� _$ < f TOTAL amount of damages claimed: -�-i� 7 � GIVEN at King County, Washington, this day of ,� �,_ 19 I hereby declare that the foregoing statements and information are true and correct to the best of my knowledge and belief, 1 A SUBSCRIBED pt\NO SWORN to befog me this day of ��rtuo. rg No Fary in or the State o Was ngton, Al residing t farr cart 5e m'aintained against the City for any claims for damages until the same has been presented to the Council and at least 60 days have elapsed after such presentation, �.r. ru. r1.11CH .uor•T art. oCT. xov. Dte. CREDIT WIN D nPanna Smith RATG NAM£_ ACCT. NO. LIMIT- ADDRESS 766 Queen Ave. N.E. SHEET NO. Renton. Wash. 98056 DATE POLIO CNA{O[{ O{[DIT{ {4U1NC[ 06-26-86 86-2537 150.84 150.84 09-17-86 lk% on unpaid ba . 2.26 153.10 10-15-86 Ik% on unpaid ba . 2.30 155.40 11-12-86 lk% on unpaid ba . 2.33 157.73 Ot-7-137 h%! on 2.37 1G FINAL NOTI 0-1 V MUM AS WE KGKT IT RF 111 BE CON !LED IV rl ICE Ti?IS ACCOUNT i.1„ L , PAvmLf, 4 n-G EIYL'J ! vls4CL. • m 5 NAR TO FIND PARTS i ' • IrVN a.TT.TI.y PLUMBING \.. r I.x.�• • FIXTURES i • PARTS • SUPPLIES 0F) ...aHf f N y 1^I YMOx AV`y4 . Qtl.•.m Pr.l M1e.'1.1,.. TVE.7-SAT p 0 .n.I..IrI.M...x•.U.I..A- W •I} r.... I..I x.1 I FTER 28-3204 453-9006K V15A 351 UNION NE RI NTON 98 56 u q o4ws r s (11lfY ffN STATE OF W^SMNGKNN DEPARTMENT OF LABOR AND INDUSTRIES Ge al 4dmmn1r~ &xkkw • (Wmpu. WastwWton %504,001 January 21, 1987 City of Renton Department of Public Works 200 Mill Avenue S Renton, WA 98055 ACCOUNT ID: 333,520-00-5 Contract No. CAG 026-86 Water Project No. W-831 /1 gentlemen: Please be aivised that the Department of Labor and Industries does hereby release the City of Renton from any further liability pursuant to RCW 51.12.050 and RCW 51.12.070 as w,)uld otherwise incur in connection with a contract calling /�� for the President's Park steel main replacement project. 00� ( ) ; This certificate does not release Grant Construction Company from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed. Very troy yours, Kaye Kjorlaug Administrative Assistant Contractor Compliance Unit Phone: (206) 753-4398 CCUi:23.mm16. 1 cc to Grant Construction Company 12901 - 172nd SE Renton, WA 98056 For Use By City Clerk's Office Only AGENDA ITEI. RENTON CITY COUNCIL MEETING ..................:.. ..............:._.._.____.... .....____=_.............................. SUBMITTING Dept./Div./Bd./Comm. Public Works/Utility Engr. For Agemia Of 12-22-86 Meeting Date) Staff Contact Ronald L. Olsen Name. Agenda Status: SUBJECT: CAG 026-86, kW-831 Grant Con- consent struction Co. , 1y86 STEEL WATERMAIN RE- Public Hearing Correspondence Pi ACFMFNT IN PRFSIOFNTS PARK Ordinance/Resolution Old Business Exhibits: (Legal Descr. , Maps, Etc. )Attach New •-siness Study Session A. Final Pay Fstimato /3 Other B. L. Approval : Legal Dept. Yes_ No— N/A_ COUNCIL ACTION RiCOMMENDEO: Approval Of Finance Dept. Yes_ NO. N/A_ Final Pay Estimate; request final other Clearance acceptance of Droiect• begin 30-day lien period. FISCAL IMPACT: Expenditure Reoulred $ Amount $ Appropriation- $ 166,546.56 Budgeted 156,000.00 Transfer Required SUMMARY (Background Information, prior action and effect of implementation) (Attach additional pages if necessary.) This project was completed on 11-28-86, and accepted by Public Works Department on 12-05-86. The amount due the contractor is $43,904.62. It is recommended that the City Council accept completion of the contract as of 12-22-86. If after thirty days no liens or claims are filed against this project and proof of payment of tax liabilities has been received, it is recommended the retained amount of $7,703.35 be paid to the contractor. The total construction cost for this project is $166,546.56. Original bid amount was $145,805.22. PARTIES OF RECORD/INTERESTED C TIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION. �� . State of Washington y `r, Department o1 Revenue AX-02 Reg. NO.:__ _ y Audit Procedures A Reoew ♦q .... . Olympia,Washington 98504-0090 Date:_-_ - NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT (1SE ONLY Assigned To ate sstgne Notice Is heteby given relative to the completion of contract or project described below. Description of Contract CA9 02G-06 it-031 Presidents Park Steel Gain Replacement Contractors Name Telephone No. Grant Construction Co. 226-0418 Contractor's Address 12901 - 172nd S.E. Renton 4!A 98056 Date Work Accepted Date Work Commenced Dale Work Completed 12-22-86 05-27-86 109-08-86 Surety or Bonding Co. Fred S. James Co. Agent's Address 1700 Fourth and Ilanchard Blvd. , Seattle, WA 98121 Contract Amount: $ 134,879.94 _ — Amount Disbursed: $158.843.21 Additions: 19,187. 18 .;mount Retained: 7,703.35 Sales Tax: 166,546.56 _ Total: 1662546.56 Total: _ (Dsbutsirg Oft'ic" Phone No. ` The Disbursing Officer must complete and mail three copes of this notice to the Department of Revenue, Olympia, Washington 98504, Immediately after acceptance of the work done under Iris contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 310020(2-86) Date: 05-Dec-B6 Cit Yf Renton . Public Works C artment Page: 3 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Grant Construction Cc CONTRACT NO.CAG 026-86 ESTIMATE; NO. 3 & Final PROJECT: W-831 1986 Presidents Park Steel Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $42,5134. 49 2. SALES TAX @ 0.08 t3,449.35 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $46,033.84 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $105,908.50 S. •EARNINGS DUE CONTRACTOR THIS ESTIMATE $40,455.27 _____ _ 6. SUBTOTAL - CONTRACTOR PAYMENTS t146,363.77 7. RETAINAGE ON PREVIOUS EARNINGS $5,574. 13 B. **RETAINAGE ON EARNINGS THIS ESTIMATE $7, 129. 22 ________ 9. SUBTOTAL - RETAINAGE $7,703.35 10. SALES TAX PREVIOUSLY PAID $9,O3O.O9 11. SALES TAX DUE THIS ESTIMATE $3,449.35 12. SUBTOTAL - SALES TAX _ $12,479.44 r (95% x LINE 1) wr (RETAINAGE: 5%) GRAND TOTAL -$166,546.56 FINANCE DEPARTMENT ACTION: PAYMENT TO C�INTRACTOR (Lines 5 and 11) : ACCT.N r421/OOO/15.596.38.65.27 $43,904.62 M 3 & Final ---------------- *43,904.62 RETAINED AMOUNT (Line 8) : ACCT.M •421/000/15.596.38.65.27 52, 129.2�- N 3 & Final ---------------- $2, 129.22 �ezxa aaca:=saa=mm TOTAL. THIS ESTIMATE: i46,O33.84 CHARTER 116, LAWS OF 196;i CITY OF RENTON CERTIFICATION 1, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF ta PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE 4YA SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINDT THE CITY OF RENTON, AND THAT i AM AUTHORISED Tj AUTNEF''CATE� TO SAID CLAIM SIGNED: � C/ M-- - Date: 05-DK-06 C,:v of Fenton . Public e.-xrs Department Page: I Project: 8-831 1%6 Presidents Park Steel Water Main RfOlicmment Contract Huber: CAB 026-86 Cmtracta6rant Construction Co Estimate Huber: 3 t Final Closing Date: October 31, 1986 Item Bars Bescriptior T 9nit Est. Unit Previous Previous This This Total Total No. MD. I Diantity Price Quantity Amount Quantity Amount Wantity Amount 01. 8" Ductile Iron Pipe(Tyton Joint) #lineal Foot 4171.00 18.98 4129.50 78M.91 O.OD 4129.50 M,,7.91 02. 6" Ductile iron Pipe(Tyton Joint) #Uneal Foot T7.00 i6.78 125.50 2105.89 0.00 125.50 2105.99 03. 4" Ductile Iran Pipe(Tvton Joint) *lineal Fat 155.00 15.70 !49.00 2139.W 0.00 149.00 Mp.30 04. 8 Sate Valve with #Each 16.00 W.00 16.00 6400.00 0.00 16.DC 6400.00 Cast Iron Valve Box 05. 6" Gate Valve with #Each 3.00 265.00 3.00 795.00 0.00 3.00 795.00 Cut Iran Valve Box 06. 4" Gate Valve with *Each 1.00 206.00 I-OC 206.D0 0.00 1.00 '(k.V. Cast Iron Valve Box 07. Standard Fire Hydrant Assembly #Each 8.00 13B7.00 6.00 11096.00 0.00 5.00 110%.00 08. 2" Permanent Blow-oif Amse.+,1y *E0 1.00 80k).0C i.00 NO.00 0.00 I.DD 800.00 09. Cement Concrete for Thrust Blocking*Cubic Yard 10.00 0.01 5.00 0.05 S.00 0.05 10.00 0.10 10. Asphalt Concrete for Pavement and *Ton 110.00 0.01 0.00 0.00 0.00 0.00 0.00 Driveway Patching it. 5/8" Crushed Rock for WHO!, *Ton 860.00 0.01 48.11 0.48 11130 1.13 161.41 1.61 :nd Tap Corse 12. Remove and Replace Cement Concrete *Square Yard 40.00 50.00 0.00 0.00 167.22 B361.00 167.22 8361.00 Driveway and Sidewalk 13. Remove Law and Restore With Sad *5guare Yard 510.00 48.95 0.00 0.00 510.00 14764.50 510.00 14764.50 Date: 05-Oec-B6 City 01 Renton , public works Dwartmr Page; 2 Protect: w-831 198b Residents Park Steel Water Main Replacement Contract klroer: CAE J26-86 Contr-tar&ant Construction Co Estinte NAer: 3 t Final Closino Date: October 31, 1%6 Item Bus Description T Unit Est. Unit Previous Rev,ous This This Total Iota. No. wo. X awtity :r.ce Qiantity AMA ountity Amount ountity Amount 14. Remove and Replace Cement Concrete #Lanai Foot 122.00 4.00 0.00 0.00 33.00 132.00 33.00 132.00 Cub and Better 15. Bank Run Eravel for Trench Barkfiila7on 1854.00 0.01 O.OD 0.00 0.00 0.00 0.✓.', 16. Water Service type I Kach 3B.00 142.00 30.00 4260.00 16.00 2272.00 46,N &a,,.Id 17. Water Service Type 11 rtah 43.00 150.00 30.00 4500.00 0.00 30.00 4500.00 18. Water Service Type III Each 3.00 175.00 0.00 0.00 0.00 0.00 0.00 19. Construction Staking and As-ivi:t #Lump Sm 1.00 MOD 0.X1 600.00 0.80 2400.00 1.00 3000.00 Notes and Draaungs 20. Charge Order st rSquare Yard 0.00 6.9i 0.rt 0.00 1268.00 8761.8E 1266A B761.88 Seed;ng all areas over 51 Sy' no payment over 177E Sy 21. Change Orden 12 Karp Sari DA 5891.93 0.00 0.00 1.00 991.93 1.00 291.93 Extra work and Damages Subtotal 1111,4K.0 t42,564.49 $154,067,12 8.1% Sales Tax s9,030.09 $3,449.35 $12,479.44 Total Amount s120,512.72 s46,033.84 s166,546.56 47-O b CITY OF n.NTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT W-831 1986 Steel Water Main Replacement CAG 026-86 CONTRACTOR Grant Construction ggMp W _ SUMMARY OF PROPOSED CHANGE 1 . Cnrrpc.1ouantity and price for item 13 "Remove lawn and restore with sod. " uantities up to 510 sq. yds. will be paid for @ $28.95/sq. yd. Quantities over 510 sq. yd. will be paid @ $6.91/sq`yd. Contractor may seed or sod at his discretion. All work shall be done per Section 8-02.3(14)A thru 8-02.3(15). The maintenance period shall be fifteen (15) calendar days and shall commence when initial sod or seed installation is completed. The total quantity of sod or seed shall not exceed 1778 sq. yds. All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. Z)RT�7AAL CDi ACT- �U�h��CONTifAC 5 MATEUVET CHWG ESi EO CON C AMOUNT AMOUNT THIS RDER TOTAL AFTER CHANGE $145,805.22 $145,805.22 $9, 9.06 I $155,284.28 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER David R. Tibbot DATE 71,1ylFL ' APPROVED BY _ DATE P is Wora D r roect} �� 2 CITY OF RENTON PUBLIC W'rRKS DEPARTMENT CONTRACT CIIANGE ORDER AGREEMENT CONTRACT W-831 1986 Steel Watermain Replacement CAG 026-86 CONTRACTOR GRANT CONSTRUCTION Co. SUMMARY OF PROPOSED CHANGE Contractor's re uest for extra compensation due to unmarked utilities and extra work not included in the contract. 2. Replace unmarked side sewer N.E. 8th and Queen L.S. f 978.62 2. Patch for extra work at N.E. 7th and Monroe L.S. 713.00 3. Curb repair for gas company work on N.E. 8th L.S. 450.80 4. Replace unmarked storm drain at N.E. 8th and Queen L.S. 341.32 5. Repairs and down time for unmarked service on 6/6/86 L.S. 1,504.20 6. Repairs and down time for unmarked service at 1420 N.E. 7th L.S. _ 537.62 7. Replace unmarked storm drain at N.E. 8th and Olympia L.S. 196.89 B. Replace W.M. for 2 unmarked side sewers and recut D.M. L.S. 345.00 9. Extra work to remove and cap existing valve at N.E. 7th and Monroe (See also /2) L.S. 895.08 GRAND TOTAL $S 891 93 TAX 477.25 All work, materials and measurements to be in accordance with the provisionsbof69be8 Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL Cuf{TM-LT----CURitU -cuNlRAci TIM EuE c €SUUIG �fllATIb CONTRA- AMOUNT I AMOUNT THIS ORDER TOTAL AFTER CHANGE $145,805.22 $155.28 .28 6,369 8 $161.653.46 SIGNATURES: CONTRACTOR �� DATE /Z////r Z PROJECT ENGINEER oCQ�P/Iy/t ' DATE APPROVED BY 1 DATE ( b�Tic Nor s U r r OF RF L PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 O Y� MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 m %94rep SEP1E00F'P BARBARA Y. SHINPOCH MAYOR MEMORANDUM 71l0186. 'U A►zq c m�RnH 1 tA'gvow. R4 W' g•SI� �r�S�A¢�II'c 'fit ask.- (�akt�hnn,M 1�docpaw�l'` �`` cQgr�h� � a�oVf p�b�' I �rncre Way6 a � c� �q pwlFy Sf+Nlp�,w 7%{tic.J(V1 o'v �'YIVCrV AO-6 and ON- kw"1 �ora�arv, • \ 00 1 ��t,1pppp11Y (,� ll S��ll'�pp �11.n AnQA� '�^" f�M, ly �,�✓ " �GMp� S�rl ta.. �t0.h,�' I�nuChf^ S�1n%h P� �.✓ � f�rrc,:n,n� � SR+r� 3Vu �(�no�, l� c��c, scU� ro,� • CITY OF RENTON MATERIALS ISSUED E.o.w. WATERWORKS UTILITY TO STOREKEEPER: y/ Io6 [LLv.r M.b14.iny mnNrial b pay��_ ouANt ACCOUUNIT Numselr OE MATERIAL UUNITEIVEI1Ff1 NUMSER COST AMJUNT (aIwL of no MI `��iL AN'(• �rv`h Mtcll i ? 9ol- 2 '1 Rt ; WA q 11)s6 i Ale..rrwl.ri�1 r�s�ivN in vim+robil4n I A6av�rNu i14/ AM•*M1H( ( r Ar by Eipn.d_ I siy�a � iMw � — 6(L ^NS (.6145 1 RrC�eN . ►i. ,ti sawltx la<a f 1ati +?.Par Rom►. t t k�, �t t Rom► «2 i�nuPks &1lg8 j N.id a NF 7`. &. .h OK (. t(67o35) 6/16�E6 h�aQ �403 e Nf $" k' AM UYae3t ' t ^ tis.�tc aK= t#41 d6 N�a tJE E`/41ow 0 K'. (. 668ao6B� i t64'►�'�1 y AK W. t�1aj46 _ � An UP61�41�6 81�►D o i� Qt K' G Ytl�{ 4p Mf a�/ tiM `lYaiat 6 /�lt[ oK ' 71 Ar Id �r ( �s<i� N�PME� h BADS (�S(ifi+a� ��~tb313t� ' kta�4ti AN Ir Gn��i6 Hgly Nf )Ut1 'Qae,J 61( : ( 6687130) 6 lit 314 Ct4 A....N OK• K4a je ) 11- sa+.�ly 8• Rckal�s . DSHS 11317, 411114110 DSHS 13113 IR181) ( STATE OF WASHINGTON � ` �r�/ STATE OF WASHINGTON �n�,' DEPARTMENT OF SOCIAL AND HEALTH SERVICES 't DE1 ARTMENT OF SOCIAL AND HEALTH SERVICES`..! WATER BACTERIOLOGICAL ANALYSIS IWATER BACTERIOLOGICAL ANALYSIS SOM✓LE COLLECTION READ INSTRUC.IONS ON BACK OF GOLDENROD COPY •1. IIACN Of GOLDENROD If Instructions are not followed, sample will be rejected. It instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUN'Y NAME DATE COLLECTED TI COLLECTED COUNTY NAME MONTH WY �Q]YEAR �1-L1 Mp TH 3DAY YEAR G TYPE 04 SYSTEM 1 IF PUBLICS M, JCOMLPL 1TEV j 4 —� TYPE OF SYSTEM IF r't18LIC SYSTEM,COMPLETE PUBLIC 1 ^O O yi♦LLIE CUSS PUBLIC I.D. No. ! O [LE 3 4 I.D. No. 1 UX 1 L/ v ❑ INDIVIDUAL L 1 3 d ❑ INDIVIDUAL 1 2 3 d saes oMr 1 .sMlrKel nnW 1 eesMn[nl NAME O' 'STEM NAME OF SYSTEM Clio or K xrrso+ � n �rr� A 'li N" SPECIHC LITCATION WHERE SAMPLE C(LLECIk SYSTEM DNNER," NAME AND TELFRIONE NO SPE biG I CATION WHERE SAMPLE COLLECTk SYSIIM ONNERIAIGR WE AND TLLERI NO In"'unim I.y st.P.Aumnn,IMIMIN AirII asn 1p A :�.Y.r a Wl Wnl ml •• YA �y Q(D)146nk r"nth b I kit qe. \�,VAV \W 6M.-16(Yt dr llY-Gr1✓ ,\I\I N+Ii r(Ul1M i P ? t Ou Y N �I 3 �_• !r 1... Q N£ 8" C ar a SAMPLE COLLECTE BY-tNa ) `1- M LLF COLLECTED BY Ma ) '1 }, t,1 A's 6* V\ tr f A%Oklt. �J1foL 1�L L4� \yI L+*y SOURCE TYPE $OURCETYPE 7 OMBINATION COMBINATION ❑ CE ❑ WELL ❑ SPRING ❑ PURCHASED or OTHER ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED or OTHER SE, UPT TO:iPnnl Full Name.Address and Zip Cade) SEND PE RT III Ne a a1M Zip Cade( �1 /j �Y, anal ��d;c,�l� F ' 400- KJaa IT WASHINGTON Unsl WASHINGTON TYPE OF SAMPLE TYPE OF SAMPLE IGMrs nnry,�v rn IHS column( r4MCM n IY Orc rn Inrs.oiurnm 1. ❑ DRINKINGWATER ❑ Chlorinated(Residual'�Total_ Pree) 1. ❑nDRINKING WATER ❑ Chlorinated(Residual:—total__Free) check treatment—► ❑ Filtered check treatment Filtered ❑ Untreated or Other ❑ Untreated or Other_ 2. ❑ RAW SOURCE WATER 2. RAW SOURCE WATER 3. NEW CONSTRUCTION.,04601&- 3. NEW CONSTRUCTION oPTlrItift 4. OTHER(Specify) 4. OTHER(Specify)_. _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE fF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO ____ PREVIOUS I AB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE _ REMARKS: REMARKS'. LABORATORY RESULTS IFOR LAB USE ONLY) LABORATORY RESULTS FDA LAO USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN-COLIFORM STO PLATE COUNT SAMPLE NOT TESTED � BECAUSE: BECAUSE- �Slw.nwem.e /51.,—wnnr.e /111 MPN DILUTION TEST UNSUITABLE ❑ Semple Too Old MPN DILUTION TEST UNSUITABLr ❑ Sample Too Old /1(q ml 1. ❑ Confluent Growth ❑ Not In Proper Container (� A00 mi 1. ❑ Confident Growth ❑ Not in Proper Container MF COLIFORM 2 ❑ TNTC ❑ Nlsuflicient Information MF COLIFORM 2 ❑ TNTC ❑ I sufficient Information /100 in Provided—Please Read (' /IDO MI Provided—Please Read Inetrucocns on Form �I instructions on Form 3. El Excess Debris 3. ❑ Excess Debris FECAL COLIFOR I. FECAL COLIFOR ❑ MPN ❑ MF 4 ❑ I E-T ❑ MPN Q 4 al Pit _ ❑ � l J u /I P,W m- FOR INKING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR D"KINO WATER SAMPLES ONLY,THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY ( •QfSATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS ¢,'E RFVERSE SIDE OF GREEN COPY FOP EXPLANATION OF RESULTS !pl LAS NO, DATE.TIM RECEIVED REC IVED 6Y LAB NO GATE,TMiE RECEIVED— RECELYEO IV &-9-�L � i�G� 7ry1 71' 1 "v h"t DATE REPORTED LABORATORY'. DATE REERPTED LABORATORY. -4).3 ).3 r ,may ''r- a.n. RE $, S RM WATER SUPPLIER COPY ma WATER SUPPLIER COPY !.. DSHS 13173(PR41)' STATE OF WASHINGTON �.' STATE OF WASHINGTON { .. * DEPARTMENT OF SOCIAL AND HEALTH SERVICES DEPARTMENT OF SOCIAL AND HEALTH SERVICES` a'¢WATER BACTERIOLOGICAL ANALYSIS `eWATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECT)ON: READ INSIRUCTTUAS ON BACK Of GOLOLNF9J COPY n"•'. '.'% NLAU INSTRUCTIONS ON RACK OF GOUXNROO COPY If Instructions are not followed Sample will be rejected. It nMrt,ctions are not followed,sample will be rejected. DATE COLLECTED T1 OLLECCTEO COUNTY NAME DATE COLLECTED 1 COLLECTED COUNTY NAME MONTH DAY YEAR O MONT DAY YEAR '�T _ �/ 6 ❑ AM PM 141�q Z DAM PPM1 t� IA(3 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: YPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLIC LE DU53 PUBLIC ^ Cti CUSS ❑ INDIVIDUAL I•D. No. f `� 1 3 4 INDIVIDUAL LD. No. ' -OY 5 a 3 4 Iwwe mh 1 wmaenel n .w'1.ree«u NAME OF SYSTEM NAME OF SYSTEM al • , % 1 E �� 4_ ��Q 4 Ks�M , W& x SPEC„ ION WREPE SAMPLE MLLECTEO SYSTEM oww/sam NAME AND TELEPHONE ILO SPECIF ll 1p TI.10 ON MVMFPE SAMPLE COLLECTEE S'YSTFM /MGR NAME AND TTLENE Rp NO M i1b1411p a M;4pd,lye b1gn,IOUM M 411CMn N IM lltl SA n Mnl � I 'E'tCidrY }vial �1i�pTsc Ht�l 41.•1 i -'Pteoispil Ar4 AA" "ltASCkC- MP,uw COLLE aCIT�1Yv E�D, Y:�.fNaw lr SAMA.PLE�COLL TED B .IN, /1, fl,' ' �1 , v..� _ :, f\KuL vp CAFo LA IL• �LLkJ t n 'c ' 4, _ SOURCE TYPE 1 ,apt: S�iI�RCIF TYPE ❑ SURFACE ❑ WELL El SPRING ❑ PURCHASED 1 VMBINATION SURFACE ❑ WELL -3 SPRING ❑ PURCHASED OMBINATION `"OTHER or OTHER BE REPORT TO (Print Full Name, ran alb Z Caaal SEND REPORT TO:Prim Full Name.Adal a and Zip Code) � FFn �i s� Y j C rLM M,L Me SD v 24p. WASHINGTON fi],r, FLA�L� �YyASNINGTONt1 AC,�G TYPE OF SAMPLE TYPE OF SAMPLE ICM1K�o p wm n rnn wiomm iC1 o"one m I, 1. ❑^DRINKINGWATER 1❑� Chlorinated;ResiJusk—Total_Freel 1 C DRINKINGWATER ❑ ChlonnateE FievituaP._. Total.Free) Check treatment--Et LJ Filtaretl Filtered check treatment—) ❑ ❑ Untreated or Other ❑ Untreated or Otpot Z C RAW SCJRCE WATER El � 2. FLAW SOURCE WATER i 3, NEW CONSTRUCTION ocJEls/a11R- 'ta 3, NEW CONSTRUCTION ecil�i4MF 4, OTHER(Spe;,fyl_ wj.�OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE' PREVIOUS LAIR NO PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS: REMARAS'. LABORATORY RESULTS(FOR LAB USE OXLVI LABORATORY RESULTS(FOR LAB USE ONLY) MPN COLE,QRM STD PLATE COUNT SAMPLE NOT TESTED PN COLIFORM STD PLATE COUNT SAMPLE rvOT TESTED ,}/lI BECAUSE: BECAUSE; �5 iweeuum �ml waaoo•��..e �ml MPN DILUTION TEGT UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old A1001n, 1, ❑ COnfluenPGrbelh ❑ Not In Proper Comainar An0 ml 1. ❑ Confluent Growth ❑ Not in Proper COntalner ME COLIFORM 2. ❑ TNTC ❑ Insutlicienl information MF COLIFORM ALO mi Provided—Passe a 2. ❑ TNTC ❑ trusted- leaser Information P aase Read i /0J m, Provided—Please Read Instructions on Form I Instructions on Form FECAL COLIFORM 3. ❑ Excess Debris I 3. ❑ Excess Debris ❑ MPN O ME FECAL COLIFOR /,Daml 4. ❑ ❑ ❑ MPN ❑ MF 4. ❑ ❑ 00 n, FORD KING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR,DYNKING WATER SAMPLES ONLY.THESE RESULTS ARE: SAIISFACTORY i ❑ UNSATISFACTORY yp SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE CF GREEN COPY FOR EXPIANATION OF RESULTS SEE REVERSE SIDE OF GREEN JOPY FOR EXPLANATION OF RESULfL LAB N0. DATE TIME RECEIVED— RECEIVED BY LAB NO DATE.TIME RECEIVED-- RE^EIV'ED BY ?�i3y_ I 6 Rif., 669-71YO ! A� DAT REPORTED /� LA8 RA On DATE.RE 'lrEO LABORATORY 10K 'I REMARKS AM REMARKS WATER SUPPLIER COPY tr. 14ATER SUPPLfER COPY 01 DSHS 131731R1811 - .• .. �� i STATE OF WASHINGTON STATE OF WASMINGTON ./y��µl"".�,I DEPARTMENT OF SOCIAL AND HEALTH SERVICES` -Y - DEPARTMENT OF SOCIAL AND HEALTH SERVICES- �IATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS PLE CULLECTION READ INSTRUCTIONS ON BACK OF GOLOENROD COPY MPLE COLLECTION, READ INSIRCC!IUNS ON BACK Of GOLUENRUD GGI'r If instructions are not followed,sample will be rejected. if Instructions are not followed,sai will be*acted. DATE COLLECTED TIME COLLE COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAr YEAR ^/L MONTH DAY �YEA R IPM k lNb 6 D� :2S <%94 { 2^ ❑ AM AM O-PM l� t - i� TYPE OF SVSTEM IF PUBLIC SYSTEM,COMPLETE. - TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE; C; Co 0.A55 tIRnE Hass j�°Pueuc I.D. No. !� L t 2 3 a PUBLIC I.D. No. L 1 2 3 a ❑ INDIVIDUAL /•' ❑ INDIVIDUA'. "•p1"r t'••"' .ul °A'+"°•'"""°•'l NAME OF SYSTEM NAME OF SYSTEM 61g Of � _ off Rcn SPECIFIC LOCATIDN WHERE SAMPLE COEEEC" SYSTEM DY illip/ iGR NAME AND IEEEIMwE NO SPECIFIC LOCATION WHERE SAMPLE COLLECTE SVSfEN 7YFIERrMGP NAME AND TEI.fRiY1F Iq iw«scree iso r Prod.ura uws,romaws Mrr ;VM94 j �.«a<,.n,pF,<rool ,,.,,.,,r.,,�.r.~u �Yione hAt6nT (�,831 - tti �u P1- r 4 ISDY �C C VArs\ ` ` � i $ PLEC LLECTED BY.INamel SWIM COELECTED B . amel —,E IJ 1"k � p` A sD�;.a �MduIL - L Q tea/ SOURCE TYPE SOURCE TYPE OMBINATION ❑SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED l�./,r OTHER or OTHER / _ S D REPO TO'Iw,m F„II•{ dross and aP�`JPdal SE REPOR O_IPrint Full NdEndless an�1 � ♦ Fin ` t♦AY - __ - ?00' MtIA RRY So • 2tX�`' Nlll Af( 5°- �py,�� enWn _WASHINGTON V655 RH'1'YIYE - NASHINGTON-}Qy{jy_ TYPE OF SAMPLE TYPE OF SAMPLE Ibroar mh aa. ., n w�mm IGMNA"Wwin ....... 1. Li DRINKING WATER ElChlonnatedlResidual:_Total__'Free1 1. ❑ DRINKING WATER ❑ Chlonnated!Residual:_Iota! F reel ❑ check treatment---a• ❑ Filtered check treatment Filleted ❑ Untreated or Gthar rr�� ❑ Untreated or Other 2 ❑ RAW SOURCE WATER 2. 4 RAW SOURCE WATER VM NEW CONSTRUCTION CU.R&PMR6 3. NEW CONSTRUCTION O6MR2 RS 4, OTHER lSPeclfY) 4. C OTHER!SpecHYl COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAB NO PREVIOUS lAB NO__ -- PREVIOUS SAMPLE COLLECTION DATE _ PREVIOUS SAMPLE COLLECTION DATE REMARKS: REMARKS. --- ---- -------_---__-_ LABORATORY RESULTS(FOR LAO USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) • MPH COUFORM STD PLATE COUNT SAMPBEC USE.LE NOT A MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE'. /5 woes .e �m' /mI IIC�TI ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE UeSample Too Old MPN DILUTION TEST UNSUITABLE �OO m� i. ❑ Confluent Growth ❑ Not in Proper Container /1G0 mI 1. ❑ Coc!luerlt Grawlh ❑ Not In Proper Container MF COLIFORM 2 ElTNTC ❑ Insutl!cient Information MF COLIFORM Provided-Pleass Read 2. ❑ TNTC ElInsulficient tnlormalion /00 mI InstNctiona on Form /100 ml Provided—Please Read Instructions on Form 3. ❑ Excess Debris 3. ❑ Excess Debris I FECAL COLIFORM FECAL COLIFORM (1 ❑ MPN ❑ MF ❑ MPN ❑ MF 4. ❑ ❑ ;.� /OD m 4.'❑ ❑ X ml FOR DRI LNG WATER SAMPLES ONLY.THESE RESULTS ARE: FOR DRl11KING WATER SAMPLES ONLY.THESE RESULTS ARE: ! SATISFACTORY ❑ UNSATISFACTORY SATISFACTORY ❑ UNSATISFACTORY { SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS If SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE.TIME RECEIVED— RECEIVED ev LAB NO, DATE.TIME RECEIVED- RECEIVED BY (�6L 7130 60/Z7A6 v, - �Si132 b"ARRAY Phi OAT REPORTED LABORATORY' DATE REPORTED LABORATORY AN L Q ( rAt'{�FSS-MK REMARKS L ROAAAft WATER SUPPLIER COPY Is, WATER SUPPLIER COPY �+ l DSHS 111]3(R181) DSHS 13,173(R181) I± w �.�, /aw,•. ~ II ' STAI-OF WASHINGTON 1 ✓ STATE OF WASHINGTON + �.' , DEPARTMENT OF SOCIAL AND HEALTH SERVICES • `4, DEPARTMENT OF SOCIAL AND HEALTH SERVICES ATER BACTERIOLOGICAL ANALYSIS Y}ATER BACTERIOLOGICAL ANALYSIS I L COLA LLCnON REAU WSI HUCT IONS ON BACK Of GOLDENROD COPY T if instructions are not follGwa sample will be rejected. it instructions are not followed, sample Will be rejected DATE COLLECTED TIME COLLE1C^(ED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY/rnn�YYEAR �� _ k1/yN H DAY gJYEAR to to K\ISV 6 Z+ C AM PM V Z Op M ❑ PM - TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: -- TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE. IRfIf f1155 "4 / INDIVIDUAL I I.D. No. ' 8 Tj L 2 J 4 PUBLIC I.D. NO. ' 8 5 O L L7 INDIVIDUAL ❑ INDIVIDUAL 12 3 4 iIum,"1"""`"`< — NAIAE OF SYSTEM NAME OF SYSTEM Cnif ot T� K� " _ C11 Wor R nLa�J . SPECIFIC I.,a o WHERE SAMPLE COLLECTED SYSTEM QMEA/Mra NAME AND TELEPNONF NO SPECIFIC LOCATION WnEPE$AMPLE COLLECTE SYSTEM pYNEP/M(iP NAME AND tE.ERIONE NO Iv.n�nen uF a.cnm.I.:..u1on.:a,nwN • Ia uanlya.cMoi.I..Hanon"mm"unl Arlpw `�A,,ITp1j� ' u1.831. t A"Ll" NAfGpT wtit 6ta (0,r.e 69 Oulu /rEE ) 1)e ?sir ► Mt01rot@ NE d �1 (Jttrmn A'�• ) 234 '1631 I SAMPLE COLLECTED Y:(—Name) SAMPLE COLLECTED BY:Hama) H SOURCE TYPE SOURCE TYPE �u! COMBINATION [3 SURFACE ❑ WE( ❑ SPRINti PURCHASED �7(COM6INATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED �w OTHER o'OTHER SEND REPORT TO.IrPr�int FWI Name,Address and np(,bdat SEN REPORT TQ,{v�i 1,.. I,Hame.Ad 1 sane Tpy del l� t.r£h\GM - ll k -�i'.�Ly . 1 {-I`f OF K,E1M{j� - t} a S-Ey✓` — u 200-- Ln,,,lu ^VE SO WASHINGTON 1AsILMGTON ��o� t•�'[✓11pn TYPE OF SAMPLE TYPE OF SAMPLE clun..mq nor m inn column, ,Cnecn m,r unia 1.mn-aumm + - 1. ❑ DRINKING WATER Chlorinated(Resitlual:_Total_Freel 1, 0 DRINKING WATER 0 Chlorinated(Realdu..l_Total_Free) Check trealmerit•-)t 0 Filtered check treatment�� ❑ Filtered ❑ ❑ Untreated or C Untreated or Othrr her 2. ❑ RAW SOURCE WATER 2.� RAW SIIURCE WATER 3. NEW CONSTRUCTION or BERAIRS 3. NEW CONSTRUCTION 01 REPAIRS d OTHER(Specify) 4. OTHER ISpec,fyl C a COMPLETE IF THIS SAMPLE I$A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAS NO PREVIOUS tAP NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS'. REMARKS: I LABORATORY RESULTS(FOR LAe USE oter) LABORATORY RESULTS(FOR LAB USE ONLY) MRN-COLIFORM STD PLATE UOUNT SAMPLE NOT TESTED MPN COLIFORM STD PI ATE COUNT SAMPLE NOT TESTED BECAUSE: G �5 mw..ynoo.e �'n' I BECAUSE: 0 [ MPN DILUTION TEST UNSUITABLE ❑ Sample Tao Old MPN DILUTION TEST tNSUITASLE Sample Too Old 1 /100 n" i. ❑ Confluent Growth ❑ Nol m Proper Contailer AN ml 1. 0 Confluent Growth ❑ Not in Proper Container MF COLIFORM MF COLIFORM 2. 0 TNT,: Insufficient Information 2. 0 TNTC 0 Insufficient Information /lOU ml Provided-Please Read �uu ml Provided-Pi"Ite Read Instmcl.ons on Evil-, Instructions on Form FECAL COLIFORM3, 0 Excess Debris COU FECAL FOR 3. 0 Excess Debris ❑ MPN ❑ MF 4 CI 0 l] MPN ❑ MF 4 Q 0 /too ml _ 00 m, FOR rKING WATER SAMPLES ONLY,THESE RESULTS ARE. FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE: 1� + 'SATISFACTORY ❑ UNSATISFACTORY SATISFACTORY ❑ UNSATISFACTORY + $EE REVERSE$IUE OF GREEN CCPr FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAe N0, DATE,TIME RECEIVED- RECEIVED BY L. NO. D DATE.TIME RECEIVED- RECEIVED BY GA}�� A� LA ATORV. DATE REPORTEDy� TABOR ATORI REMARKS - '� A�1 WATER SUPPLIER COPY WATER SUPPLIER COPY�H DSHS�t1119 Fill 811 DSHS 43-173 I6141) STATE OF WASHINGTON .STATE OF WABNMBT,pN DEPARTMENT OF SOCIAL AND HEALTH SERVICES,, % tit', '1 DEPARTMENT OF SOCEA_All NEALT4 jEl VMS 10!LfTERCTERIOLOGICAL ANALYSIS TER BACTERIOLOGICAL ANALYSIS COlLFC710M READ INSTRUC710NS ON BACK OF COL DENROD COPY E COt LECTTON READ INSTRUCTIONS U7 BACKOF GOLDENROD COPY In are not followed, sample will be rejected. instructions are not followed, sample will be rejected. 'f DATE COLLECTED TIME COLLECTED COUNTY NAME DATECOLLECTED TIME COLI ECTED COUNTY NAME qyq. M/ONTH DAY YEAR Z ,r M NTH gib. YEAR ? 4 6 ❑ AM PM Vogel �r/-} / AM V. �LS 9 TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE -1 IF PUBLIC SYSTEM,COMPLETE:F' TYPE OF SYSTEM UBl IC CTE PASS pUBUC yycu g455 E INDIVIDUAL I.D. NO. 7: { 3 L 0 L, 1 2 3 d �❑ INDIVIDUAL I.D. NO. 5 O L F b 3 d 1 7 v a,amc., NAME OF SYSTEM �k�NTp+I I .- NAME OF^SYSTEM - Coil o1 ETLW►t $PFClilt LOCATION WHERE SAMPLE COLLECiEO$YS1EM OWNER/MGR NAME AND TFLFRpNE NU SPECIFIC LOCATION WHERE SAMPLE COLLECTS SYSTEM O.YNER'MTA NAME AND TELEPHONE AO LOCATION a aION en,voon nwm,m w n.�wo�m a urow I. III U1 - 1 i ( )�aL. U Ai<.NT p1• M- •1 A,6,,c MA101- Eli r, SAM/P�LE GOL�ECTED BY.(Name) MPLE tCO,LLE1CTED 8Y,'({N SOURCE VPf SOURCE TYPE ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED M8INATION ❑ SURFACE ❑ WELL ❑ SPRI G. ❑ PURCHASED - CMBINATION or OTHER ,00 THER SEND REPORT TOO:IPTmI Fun Name drpe And Zip Clio, 5END E RT 1 1v1,0 drat1 Eo,I Nam hP yeas IMN yft WASHING_ T TON y= � T•P1't'FCYt wASHINGTON TYPE OF SAMPLE TYPE.OF SAMPLE CMca ony eye n mz ccium^ ,Goa..u^n 0»+n�ma cciw+^I 1. DRINKING WATER ❑ Chloimated(Res'euac_Total_,Freei 1 ❑ DRO:LUNG WATER ❑ Chlorinated(Residual Total,_Free) Cheek lreallherl Filtered nt.eck treatmenr ❑ Filleretl ❑ Untreated or Other ❑ Untreated or Other Z: RAW SOURCE WATER P. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 3. NEW CONSTRI Ir TION or.NElflaaal 4' ' cam— 4. L..J OTHER(Spec- ! COMPLETE It THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK S.AMPLE PREVIOUS IAB ND_ PREVIOUS IAB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE 1 j REMARKS: REMARKS LABORATORY RESULTS fFOR LAN USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) I MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COLIFORM STD PLATE COUNT ' SAMPLE NOT TESTED 1/5,n. o-».i- /n. BECAUSE: 1 V BECAUSE. MPN OILl1TION 'EST UNSUITABLE ❑ Sample Too Oltl MPN DILUTION TEST UNSUITABLE ❑rrSample Too Old /1OO mI 1. ❑ Confluent Growth ❑ Not In Proper Container /190 nn 1. ❑ Confluent Growth LJ Not in Proper Container MF COLIFORM 2. ❑ TNTC I Insufficient In/ormAlion MF COLIFORM /IUL IT ❑ Provided-Pledge Read 2. ❑ TNTC ❑ Insult qd- lease Read Instructions on Form on mi Provided-Pleaae Form 3, ❑ Excess Oeons nsbuctia*s en Form FECAL GOLIFOR 3. ❑ Excess Debris FECAL COLIF09 MPN ❑ MF 4 ❑ ❑ Q MPN ❑ MF 4D❑ ❑ �DO ml OO m, I FOR DRINKING WATERSAMPLES ONLY.T ESE RESULTS ARE. FOR DRINKING WATER SAMPLES ONLY,T ESE RESULTS ARE: ❑ SATISFACTORY UNSATISFACTORY ❑ SATISFACTORY UNSATISFACTORY SEE REVERT .SIDE OF GREEN COPY FOR EYPLANATION OF RESULTS SEE REVERSE SIDE Of GREEN COPY FOR E%PUNATH)N OF RESULTa LAB �3liL_._! �� DATE.T�E?FOEIVED Y� I REC�D BY i LAB�� 7�3 DAT��REC�VED- RECEIVED BY 6 GG y G lam, DATE REPORTED LABORATORY DATE REPORTED LABORATORY 11111MAAft AM REMARKS r►� WATER SUPPLIER COPY R, WATER SUPPLIER COPY m, . - - -- DBMS Is 173IR/21) USNS 1&1)J(R1�a11 f STATE OF WASHINGTON STATE OF WASHINGTON v^ v '1 ✓ f •�'+ ' DEPARTMENT OF SOCIAL AND HEALTH SERVICES ." ! 4 .�/ DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS IiATER BACTERIOLOGICAL ANALYSIS A Pit, COLLECTION READ INSTRUC'DNS ON BACK OF GOLr*NROD COPY SAMPLE CO4.LLCTIUN P . READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not followed,Sample will be rejected. If instructions are not followed, sample will be rejected. --- DATECOLLECTED TIME C.OLLECTEO COUNTY NAM' DATE COLLECTED PM' ^.OLLECT�eED COUNTY NAME MONTH DAY YEAR "�� MONTH DAY YEAR �_ y _ _.. 6 6 GAM �� E4 SYSTEM ❑ AM PM (N IF PUBLIC SYSTEM,COM"LETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. TYPE OF SYSTEM DFOE::ASS JBLIC q ROLE cu.:.S ^io r IBLIC I.D. No. I A 5 A z 3 4 I. No. \ O �� . 1 2 3 4 ❑ INDIVIDUAL V 'J �❑ INDIVIDUAL I. ..rwr I liiir Gt ,—.11 ieageM..l N NAME OF SYSTEM NAME OF SYSTEM NO SPECIE LOC ,I WHFR SAMPLECOLLECTE SYSTEMOW4tM6INAMFNN7'M'OW43 SPECIFIC LOCA ION WHERE SAMPLE C(KLECTE SYSTEM ONNER/IAGP NAME MII1 TElRFDNE In.f1.19n.IrNnilml n.l:�.•^in �+.toad.nr 1 Wn4in1 U-Nn-Prrx:auTt ^t:;bl w. Aa-s �.a31 k' OA✓ M e 2S5-2d31 NF LS;`� 1 ?3S- Z65L__ �L1�,mD1Cy �E S s r„am,1►� AMP/�LE COLLEC ED BY:IName1 !SAMPLE COLLECTED/BY:(Normal ,1 �Y�D�?u CAFAER • — � .. lMfl]L41T �S)IfIY F'I.ba — _ SOURCETYPE SOURCE TYPE OMSINATION )4 or OTHER INATION ❑ SURFACE ❑WELL El SPRING ❑ PURCHASED or CTHEP O SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED �Ia OTHER SEND REPOR�TO: nm FVu N m s e1 SEND REPORT TO:(Pant FUN Name,Address 0Td 21p C0ifM / _ _WASHINGTON a t'Y "u a�WASHINGTON—1'IS(1Si TYPE OF SAMPLE TYPE OF SAMPLE ¢nxx wny av^Inn cmun m iC.e[�4 a.m Inn coidn^ 1. ❑ DRINKING WATER ❑ Chlorinate:IReolduai_Total_F1ee) 1. ❑ checkDRINKINGWATER ❑ Chlorinated lResitleal:—Total_Frecl ❑ Filteretl cMck treatment--► ❑ U treat check Treatment-� ❑ Untreated Or Diner ❑ Untreated , Other 2. ❑ RAW SOURCE WATER . ❑ RAW SOURCE TEN CT 3. NEW CONSTRUCT 3.JR NEW CONSTRUCTION or HEe&WS 3ION o1 oGaAWS _ 4. OTHER ISpecilYl - 4. OTHER(SVec_Hy) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAR NO PREVIOUS i AB NO -- PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE__—.— - REMARKS. REMARKS: / LABORATORY RESULTS!FOR LAB USE ONLY) LABO ATORY RESULTS(FOR LAB USE ONLY) MPN-COLIFORM STD PLATE COU J' SAMPLE NC ECAUS T TESTED MPN COLIFORM STD PLAT`COUNT SAMPLE NOT TESTED BE'. BECAUSE: �inl S �/5 ww.nr..nn• /mi DI'U>TION TEST UNSUITABLE ooan.e ❑ ❑ Sample To0 010 MPN DILUTION TEST UNSUITABLE ample Too Old MPN DI_U /�m X00 ml 1. [1 Confluent Growth ❑ Not In Proper ContairNN 1. ❑ Confluent Growth ❑ Not in Proper Container MF COLIFORM MF COLIFORM 2 ❑ TNTC Insufficient Information Q, ❑ TNTC Insulficianl InlormAlion ❑ Provided-Pleeee need �JO ml ❑ Provided-Please Read HOC ml Instructions on Form Instructions on Form 3. [3Excess Debris FECAL COLIFOR 3. ❑ Excess Oebrie FECAL COLIFORM ❑ F ❑ MPN ❑ ME 4 MPN ❑ M ❑ ❑ 4. ❑_ ❑ -- 40"1 -J1 u.^' FOR DRINKING WATER SAMV.ES ONLY,TI$SE RESULTS ARE: FOR DR) ING WATER SAMPLES ONLY,THESE RESULTS ARE: ❑ SATISFACTORY UNSATISFACTORY — .`-d/ ATISFACTORY rJ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERFk SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO DATE,TIME RECEIVED- RECEIVED BY LAB NO. DATE,TIME RECEIVED- RECEIVED BY DATE REPORTED LABORATORY: It DATE REPORTED LABORATORY- At1. 'www j l A KS REMARKS - 11 WATER SUPPLIER CGPY IS, I WATER SUPPLIER COPY Qa DSHS 111Ta(R141) DSHS 1111SIR12nI STATE OF I )t SHINGTON DEPARTMENT OF t;OC1ALA STATE OF WASHINGTON AND HEALTH SERVIC .,,�.'F f • DEPARTMENT OF SOCIAL AND HEALTH SERVICE*, ' ATER BACTERIOLOGICAL ANALYSIS "TER 13ACTERIbLOtdICAL ANALYSIS M PLF LULv,_ . ;EAD INSIRUC11UNS JN BACK DF WLDENROD COPY- MPLE tot!ECTION READ INSTRUCTIONS ON [SACK OF GOLDENROD COPY If instructions are I1 Instructions are not followed,sample will be rejected not followed,sample will GB rejected. . 7DATFCOLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME DAY YEAR Z `+(MONTH DAv YEAR /� � PMK`^`j PM IF PUBLIC SYSTEM,COMPLETE: FF PUBLIC SYSTEM.COMPLETE: SYSTEMTYPE OF SYSTEM RLE tLA55 �1BLIC tIRC1E CLASS k. , I.D. No. Q O l 1 2 3 4 1 I.D. No. OIL 2 3 d 1 ❑ INDIVIDUAL O ❑ INDIVIDUAL Pan.a r,h�n.aHrce IYr»,a' I,rowncN NAME OF SYSTEM NAME OF SYSTEM % SPECIFIC LOCATgi ' E SAMPLE COLLECTE SYSTEM OVMF iMGR NAM N EI'EI IDTB WE 40 SPEDIFIC LOCATION WHERE SAMPLE CDLLECIE SV51E;e oMERTrAi NAME AND TEtERSONF NO ,r.Nrcwn uPr,cnml.l„„1nYlm�.wm,ml �L ` I 7�1_ 1 ( `\ A } M de. MPL OLLEC O BY:Maine), AMPLE COLLECTED :INamel A t r- �"\L1r1 i�Yie fi.a�y. ANy9wL 6AfOH4 URtOIK Ei �szni —� SOURCE TYPE MBINATION SOURCE TYPE � Ia�Q ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED p-�/COMBINATION ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED }q/,r OTHER /'-`ot OTHER / SEND REPORT TO:IPrim cull Name.Address end ZIP CPdel SEND REPORT TO:IPnnl F. Narrp.Add' A.and 21P Cddal 2� MLI� n,l _ l /� 200 M t� 1IAaI� Ca \*, U\A- WASHINGTONaa� R M lWn t{tn [%,Ueqq, TA I C I 'H NGTONq,�A" TYPE OF SAMPLE TYPF OF SAMPLE 6n,c,mh w n m,cawmm 6bcr wh py n ln.n mWmm 1. El DRINKING WATER ElChlorinaled FResldUal'_TOtal—Freel y 1. ❑ DRINKING WATER ❑ ChlorinatoO lResldu9l.__Total_Free) U1eck treatment—1 ❑ Filtered check treatment—)/ ❑ F'll Bred [I Untreated or Other ❑ Unlreatetl or Other 2. ❑ RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION W NPr I- t S.3S NEW CONSTRUCTION or K~S 4. OTHER(Specify) 4. OTHER(SWcify) COMPLETE THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE IF PREVIOUS NO i PRFVIDUS LAS NO PREVIOUS SAMPLE COLLECTION DATE I PREVIOUS SAMPLE COLLECTION DATE 4 REMARKS' REMARKS S �+ LA—SO ATGRY RESULTS 1FOR us uaE otxY) I LABORATORY REST: 5(FOR LAS USE ONLY) E ! MPN-COLIFORM STU PLATE COUNT SAMPLE NOT TESTED MPN-CONt TD PLATE COUNT SAMPLE NOT TESTED BECAUSE: ` /ml 5we,.wen,»MPN DILUTEST UNSUITABLE ❑ Sample Too OldMPN DILUTION TEST UNSUITABLE ❑ Samplo Too Old AW nd 1 ❑ Confluent Growth ❑ Not in Proper Container Conlluenl Growth ❑ Not In Proper ContainerMF COLIFORM 2. ❑ TN1C ❑ lnwided-t Information MF COLIFO ❑ TNTC ❑ Insufhed- Information Protruded-Please rRead mProvided nPlease rm IWInl Insiructrons on FormInslru<tions on Form 3. ❑ Eacess Oeorla FECAL COL Eacess Depns FECAL CONFORM ❑ MPN . ❑ ❑ ❑ MPN ❑ MF 4.�D7m1I - FOR DRINKING WATER SAMPLES ONLY,TI;jESE RESULTS ARE: FOR DF�WKING WATER SAMPLES ONLY.THESE RESULTS ARE: ❑ SATISFACTORY LAY�TUNS✓UNSATISFACTORY - SATISFACTORY ❑ UNSATISFACTORY SF:E REVERSE SIDE OF GREEN COPY FOR EXPLANATu N OF RESULTS SEE REVERSE SI9E OF GREEN COPY FOR EXPLANATION OF RESULI S LAB NO RECEIVED By . DATE,TIME PECEIVED- LAB NU DATE.TIME RECEIVED- RECEIVED By r„ DATERP OAS REPOPTEU LABORATORY ORTED LABOPATORY'. (Ag RE Rxs WATER SUPPLIER COPY a' WATER SUPPLIER COPY *r 1 DSPIS 1113-In"Han CISHS t]173 IRtAn STATE OF WASHINGTON ``' STATE OF WASHINGTON ! DEPARTMENT OF SOCIAL AND HEALTH SERVICEIA,,.,_' rr DEPARTMENT OF SOCIAL AND HEALTH SERVICE$` ' Y ATER BACTERIOLOGICAL ANALYSIS IJorc�OL�ECBIIJ!h9t:AD TERIOLOGICAL ANALYSIS 1IIPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROO COPY INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. ' ff InstrutlTons are not followed,sample will be rejected. DATE COLLECTED TIME COLLECTEU COUNTY NAMC DATE COLLECTED TIME COLLECTED COUNTY NAME ,.♦♦♦ M NTX A DAY EAR Z— MONTH r�,rOAY YEAR � : AFL `J L DL'� ❑ AM PM �IU�l �[.Y O ❑ AM ==P!d R1lL�j TYPE GF SYSTEM IF PUBLIC SYSTEM,COMPLETE: :'Ir TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. PUBLIC n CIRCLE CLASS f' PUBLIC CIRCLE LASS I.D. ND. C) i 3 4 I' I.D. h0. 7 I $ lj (� f�2 3 4 ❑ INDIVIDUAL V ❑ INDIVIDUAL NAME OF SYSTEM NAME OF SYSTEM �xo6 CIIS of e�En1f1YL'- ,fPt SPECIFIC LO At10N WHERE`_AMPLE COLLECTED SYSTEM OWNEA'MGR NAME AND TELEPHONE NO SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSTEM(WMRIMGR NAME AND TELRgNE NO IY.. M^rK 11%1. 1"..uI IWn1enl .KM.Iw w K.un swLal biMMl t�.331- TifxiAaF 17nT1 L6ei k641,jr- W.Y31-_?vr •dtnY TAIL AY Mc 1ralRy SA E COLLE ED BY:Mamat SJkMPLE COLLECTED BY:Memel A22Qxk t &a E7 L61.�lE Mf IIA� `tT11E eh�»� -A�'FjVfifl 66tauYt �E[ELA1`l �QE f'CD(L" SOURCE TYPE SUURCE TYPE — �,I�.�OMBINATION OMBINATION ❑ SURFACE ❑ WELL El SPRING [I PURCHASED }°'tor OTHER LJ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED ar OTHER SEND REPORT TO.Frmt Full�{y�a Add,".and Zip%Foes SEND REPOFf TO:(Pnm Fuu N., doms and Zip Codas N)LL AJE �y. IS LL ) _ CA.YM IIIR _WASHINGTON —Qft IxrY Win AiVU [_WASHINGTON TYPE OF SAMPLE TYPE OF SAMPLE C.l r o.e..".1ww.., ic.x v a.e m.s—I.— D ❑ Chlon nated(Residual._Total_Free) i lo. ❑ Chlorinated(ResiduaL__Tatal_Free) x 1. ❑ DRINKING WATER 1. ❑ DRINKING WATER El treatment—) ❑ °!Itered I check treatment• a, C Filtered ❑ Untreated or Other I ❑ Untreated or Other 2. 0 RAW SOURCE WATER r 2. ❑ RAW SOURCE WATER 3. u NEW CONSTRUCTION or REPAIRS 3. M NEW CONSTRUCTION or 16PN S 4. OTHER(Speedy) 4. OTHER ISPecllyl COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I AS NO PREVIOUS LAB NO - PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS: REMARKS: LOBO TORY RESULTS LFDR LAB USE ONLYI BORA TORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE'. BECAUSE: MPN DILUTION TEST UNSUITABLE ❑ SamDle Too Old MPN DILUTION TEST UNSUITABLE ElSample Too Old Aid mi 1. ❑ Confluent Growth ❑ Not in Proper Containel /100 mI 1. ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM 2 ❑ TNTC ❑ Insunlcient Information MF COLIFORM 2 ❑ TNTC ❑ Insufhcient Inlormslion /100 IT Provided—Please Read /Im m PlOV!ded—Please Sao Instructions on Form Instructions on Form FECAL COLIFOR 3. ❑ Excess Debris FECAL COLIFOR 3. ❑ Excess Debris ❑ MPN ❑ MF 4. El ❑ ❑ MPN ❑ MF 4, ❑— ❑ /00 FOR DR ING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR DRINKING WATER SAMPLES ONLY,TN ESE RESULTS ARE: SATISFACTOR•' ❑ UNSATISFACTORY ❑ SATISFACTORY •K-11 UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR E.-PLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS Ni NO. DATE,TIME RECEIVED— RECEIVED BY LAB NO DATE,TIME RECEIVED— RECEIVED By DATE REPORTED LABORATORY' DATE PORTED LABORATORYAe'A ��'�'tu' 1 - FA ,.Trn I (AA LAe% - .V R ARKS WATER SUPPLIER COPY 01 l WATER SUPPLIER COPY RJR. 'rl ^ MKS 13173111911 DSHS 13.1731 R1 BU- �' ' � r STAR OF wAeEtFNBTON t/ � - STATE OF WASMINOI'ON . DEPARTMENT OF SOCIAL AND HEALTH SElIYK ,-.� tt f DEPAP i MENT OF SOCIAL AND HEALTH SERVICE>F�• WATER BACTERIOLOGICAL ANALYSIS ' WATER BACTERIOLOGICAL ANALYSIS SAMPLL CU_;E6'`09. KIA0 INSTRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE CLI LV.:iI'JN HEAD INSi11U J NS DN UA,^,K OF GOLDENROD COPY If Instructions are not followed,sample will be rejected. It Instructions am not followed,sample will be rejected. DATE COLLECTED TIME C01.LECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME NTK OAY YEAR M NTH DAY/ YEAR 196 ❑ AM FM K141 _� 1686 0 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,tOMPLETE. ^� LLE CLASS pk..LE CIASS PUBLIC I.D. No. ! 18 5 O L 1 z 3 4 70 0 IN I.D. No. ` G, ( 1 z 3 4 ❑ INDIVIDUAL ❑ INDIVIDUAL nva.wlr I..eu.•c.l _ Iwn.o�ry 1 nom..i NAME OF SYSTEM NAME OF SYSTEM &VI of EN'COi4` LWUICIer EfACL 1 T L 11 0, C"IIL. SPECIFIC LOCATION WHERE SAMPLE COLLECTS SYSTEM OWNER/MGR WJA MIn TELEPHONE NO ;PECINC DCATION WHERE SAMR COLLECTEDSYSTEM OWNER/MCA NAME AND TBE'RONE NO lie ICNn 11p.NI-1 In. IiNI In r Mn 1..C nod n1 f1.IWn MNM lip $911- N•adconr e%4403 At\tnc H�16tT V1 Q31 _ N Fend Bt�cn. SAMW NE r� Sr- ) 23:? -201 LIE W sd < ( ) 2!5-?63t SAMPLE COLLECTED BY:IN anal r' SAMPLE_COQLLECTTE'D)BY:INurn1 L(�. 6ROU Qrfv f. N'TtU I� `INSfA UYL-" .L17R '=+Au1,' ` �S,Yi.b �1TE.eld'�✓ SOURCE TYPE SOURCE TYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCKASED ,vMBINATION ,,,��OOO OMBINATION �J or OTHER ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURG�USEDHER SEND REP Ri i0:IPrlot Full Name.Aderasa and.ZIP o7a1 SE2 REPORT TO�Print 1Fu11 Nems,�AEM ss aria ZIP CWa) 200- �M1 /y�� R11nE ��1P / MItL_1LA�tF1 UU �Q}I� Mlip AA TTVP 1\4n_"WAS N"tN '�T1 ��[t it TT`Unit IER�WASHINGTON9 4� ' ! IYPE OF SAMPLE vTYPE OF SAMPLE Icl+cll omr w m Ina caunm ,cre.+Nlm o�« ^mn cw.nN ❑ Chlorinated(Residual:_Total_Free1 1 ❑ DRINKINGWATER 1. DRINKINGWATER ❑ CDlorirUtad(RasiduaP._Total_.Erie) check treatment--]t ❑ Filtered check treatment—/ ❑ Filtered ❑ Untreated or Other ❑ Untreated or Other i Y. ❑ RAW SOURCE WATER 2. i7 RAW SOURCE'.NATER Vq NEW CONSTRUCTION ofaGPMRS 3. NEW CONSTRUCTION oPREBlaE116 4. OTHER(Specify) 4. LJ OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO_ PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE_ REMARKS: W.O M .�`}9t REMARKS'. /' L ORATORY RESULTS(FOR LAB USE ONLY) MLAPRATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT I SAMPLE NOT T ESTED MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: BECAUSE: �5 Pro..w.l• /ml /5 wnn.oosu.r �ml MPN DILUTION a TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sampin Too Old ��mI 1. ❑ Confluent Growth ❑ Not In Proper Container 1100 ml 1. ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM 2 ❑ TNTC ❑ Insufficient Information MF COLIFORM 2. ❑ TNTC ❑ Insufficient Information /'i`101r nrstru�onslon Forse m /�iw�I�I InstProvru etl—Please Read 3. ❑ E+cess Debris Instructions on Form FECAL COLIFORM FECAL COLIFORM 3. ❑ Excess Debris ❑ MPN ❑ MF 4. ❑�_ ❑ ^ _ ❑ MPN El MF 4. ❑ ❑ /100 al /too IT _ FOR DRI ING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR D"KING WATER SAMPLES ONLY^.THESE RESULTS ARE: _ ATISFACTORY ❑ UNSATISFACTORY SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE,TIME RECEIVED— F 1.0 BY I "ONO DATE,TIME RECEIVED— RECEIVED BY 1 1 _ �3s L DATE REPORTED LABOR TORY: w l .`G�'t. ;� DATE REPORT.D LABORATORY. REM Flits a AM TF�iwG tA� WATER SUPPLIER COPY a. WATER SUPPLIER COPY P.. I �1 S STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES 1 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COL EC11ON READ INSTRUCTIONS ON BACK GF GOi OENROfI COPY I It InatrLiCtions are not followed, sample will De rejected. DATE COLLECTED TIMECOLLECTED CCUNTY NAME MONTH DAY YEAR 40 G 16 F6 ❑ AM PM VoIii TYPE OF SYSTEM IF PUBLIC SYS(EM,COMPLETE. PUBLIC IBplf C.ASS mDlwnuAL J.D. No. g �i 0 [ l 2 3 NAME OF SYSTEM '��N AlGElA 4 SRCIFICL i WI:ERF SAMPLE COLIECTEU SYBTFMCM?AP-MGII NAME NiC TELEPHONE NO t r.A,r<r„n ra a,crow.n»,rarrv„.rwma,ol W 85� k"Oto v E? �L bhi G►rr` SAMPLE COLLECTED BY:INemsl C i i,rmA C&* - �it ;IY 'I1SCFc Ems_ SOURCE TYPE ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED )2-FOMBINAT(ON OTHER SEND REP IT TO.IWmI Wn N ,, rox and Lip CoueL �4 '•' m_ pS� 2d r � WNth) • " A •` �a'LL SK WASMINGTONy�1D j TYPE OF SAMPLE T W'Mc,apo,M,n m,.vwumm 1. :J DRINKING WATER ❑ Chlorinated(Residual:__Toial_Frae) ( check treatment--) ❑ F ImIlld { ❑ Or.treated Or Other. 2. ❑ RAW SOURCE WATER I 3. NEW CONSTRUCTION or BFoe" Q �. 4. OTHER(Specdy) COMP,• E IF THIS SAMPLE IS A CHECK SAMPLE I PREVIOUS LAB NO ` PREVIOUS SAMPLE COLLECTION DATE REMARKS. LABORATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STO PLATE COUNT SAMPLE NOT TESTED /-� R' �AUSE: i MPN DILUTION TEST UNSUITADLF LJ Sample Too Old ❑ Oonfluent Qrowm ❑ Not m Proper Conlamer ME COUFORM t 2. ❑ TNTC ❑ Insufficient Information I IOU mI Provided—Please Read FECAL COLIFORM 3. ❑ Excess Debris Instructions on Form ❑ MPN ❑ MF C AnU mt 4. El-- ❑ M FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE, ATISFACTORY k � El UNSATISFACTORY SEE REVERSE.SIDE OF GREEN COPY FOR EXPLANATION OF RESULT$ LAB NO. DATE,TIME RECEIVED---_ RECEIVED BY t k 6 70 6 r k� 4-- I DATE REPORTED LASO TORV AN —mmu- cA>} RE AR 1 WATER SUPPLIER COPY 1 i01i v t feet, UJ- ON t'tlS;dM� F�AIr (►la/�trm -p �Zr�eerr.ea� { ,� y i • I' J-, 6 * �n1, q'r�xiIE gulch in 4con{' 04 drive wokp #v 3-615 !1 3322 1M 1 (1 HE $ Sk ( SAWauk ov >pada a.r +r�S\�e� eo\r rNe. {e ravv,i) ASp1+al ,rV4 along maw taco eadr- I d,tdewtk. 1v k,3322 of aV . (t 2fT ) yc "Re11k, hemnf jorte �jdwc 6ac }u 3vah av m 94" S{ t Newpuxl C1- NE . amvnd(I5(10 {1t� r fix Sunken }Tenth 4Qr Wabr Rivict una Ao nnetgr iv 3501 Of A Sir. 0 {Vefu4L 6(ohen e(moth t,7alk'\oj*A , k0 686- 6,Afen Ave NE . A* aspfl*IV Vgleh dyOfwsc }0 696 Chmpe ) Ale VAS ( 1 20 141) K 'Retae't Jatle &narbev aF he Aolr an HE 341, s1• ( Sla 7+U3) t fill hdc in dcW WOOU Au 5518 Mf 744 $1- ttil{h eml, A 104% r r �eq(ada YSead au ffeulcusl� SCOW 2rtae dQrnayd 6b +wc ildfI s . ,V �{ vUplau� + 12 /ri o� tcmctett wMOLyraw ku 656 • 4vapo Ave OS . ,K ?1 tle�sotl� alto -trench Gne. waltz Setook Au 65-f• LQudn A+• NE �fC)caUtlr S" ,r (.one 3600. NF St' tie i, KeTakx tAy ttlwn al- li0. a/va', A4r tie -ko Akcw d,unaS... ,, '•p tYi`fl�r\g Ca1t1� �el�el ova mm{� $�C�,a. d t rR*muva P, 41V &A in taallu O, � re�lau, kAO eN(ift wa$wa� ►, JV1;vsY valJG el' SL tomtV .1 Nj B" S# . Qly>nrit lue WE �o � 0 Q ix 1r+s1 14AA asplaty rolch �It�altl, as' 01()Y nd of dlertwak #u 8U4. HE 8 St, (+ 15 �1`J 40 !afar 4 Sw+a� tz\cnq ' w.b 6-IC5 wit« Wccss &(V +om lfimswr 1 SWAO �uncha►ti � �• $31 '1'�r�,Ah '. '��n1., �alc�n�rtv �12�,�1•crr..l' 4 � Z-- k ^R'itrHye Uludo yn rlw Q(+sai SCOAPA d-VfGA T rtwd . �, Ft>c b++hM 4a.� 6� 3 t►Q\wn e a 8" ? Qwrn Aw fit (R�aY 1,4f) o fi`o 1ri iPdr OV61V Awieoqt�r Au 340 620c.,k A*p OE ) At. Ul 4wev% Hf- k .Y Z5 i' tm , A dn;aewa.o N� 75 S d"w M• {. F1v 6 r � Item @ NE -4" sr { 6vun AS (pam"wnt "s'".) .a Un44w 4 reAyc WkIl 6.x 4 Jr c�Y cb �w atV 06r) �o ,aq -4403 , N E 3" sy qtM� Jtyetrl,r� YYtd� � ruodala►yttJ1 Date: 07-My-66 City of Into . Public earls lopact#et - PW 1 1966 Steel Yale WE Replacmnt - Presidents Part a-931 City 01 Into C"tractor Contractor Contractor Contractor KID DATE 5-7-86 Elliott- .511"te Deal Centralia be)", Contract)" King C"stractim Gary Rahn,Cost to Iln Description Unit (st. Unit Did wit aid Unit lid unit lid Ihit IA No. Daintily Pnte Moot Price Awl Price Mwat Price Moot Price Amwt 01. 1" Ductile I'm PinOyton Joint) rlmtai pout 017I.00 22.50 193,892.50 19." 179,20I.54 16.00 $75,114.00 19.50 IT7,200.50 21.00 "T,433.00 02. 6" Ductile Iron Pitellyton Joint, #Lin al foot 77.00 17.50 $1,347.50 16.78 ti,292.06 14,00 $1,079.00 $3.00 12.541.00 10.00 11,316.00 03. t" Ductile I'm PIPWOon J1,100 gimai fool 155.00 12.50 ti,9,7.50 15.70 t2,133.50 11.00 11.705.00 11.00 11,7".00 15.00 Ii,323 Do �8" Dale Valve nth 'Each 16.00 450.00 17,200,00 400.00 16,400.00 380.00 $6,060.00 500.00 18,000.00 15n,00 17,200,00 Cast Iron Valve Ioa 05. a' Data Valve with sEaca 3.00 350.00 $1,050.00 265.00 $795.00 I70,00 181D.00 281.00 S811'" 150.00 1:,050.00 Cast Iron Valr9 Dad 06. 4" Gate Valve ..s Each 1.00 250.00 1250.00 208.00 9200.00 230.00 9250.00 771.00 1211.00 500.00 1300.00 Cast Iron Valve IN 07. Standard Eire Hydrant Assnbly #Each 6.00 1500.00 t12,000.00 1307,D0 I11,C96.00 1400.00 111,200.00 1650.00 113,700.00 1500.00 112,60.00 09. 1, Fewest lln-01f assembly 4ac6 1.00 450.00 $450.00 W.00 1800.00 400.00 $400.00 1000.00 t1,0M.00 500.00 $500.00 •Cwent Concrete For Thrust K1 oc4n9#Crbic yard 10.00 "11 Af, 9500.00 0.01 e0.10 0.01 10.10 100.00 11,000.00 30.00 1300.00 10. asPedt Concrete for Percent ad #Ion 110.00 75.00 18,250.00 0.01 11.10 5b.00 $6,160.00 126.00 11I,960,00 hom 16,6".00 Drireny Patcbty It. 5/9' Crushed lack Ion luklill, #im 660,00 .30 18,170.00 0.01 18.60 10.00 U.600.00 0.01 16.60 12.60 110,320.90 dad TV Cwre 1% Timor, and Replace Event Concrete , :, yard 40.00 15.00 $600.00 5C.D0 t2.000.00 40.00 $1.600.00 50,00 12400.00 8.00 /1,600.00 Dn reey ul Sidnall 13. Regard le""e Reata" ern Sod ,54u," card 510.00 9.50 14,335." 29.15 $14,764.50 9.30 14,143.00 25.00 1121750.0 3.00 12,IN.to 14. Rmore and Nwe ac, Cement Cncrcte ginmi Foot 12%00 12.00 t1,461.00 4.00 1489.00 a,60 1561.20 15.00 1030.00 11.00 $1,142.00 Carp and batter Dater 01i1ay-86 [it, of Renton . Public Norka Department Pop! 19% Steel hater Mon pNlacwont - Prnndents Park N-831 City of 1Nton Contractor Contractor Cunlractw Conlnclw 910 DATE 5-7-46 Engineers Estimate Grant Constrotion Deloar Cunstr'ctnon Slug Conslraclion Sorg lerlino Coast Cc Item Docriplion Wit Est. LMfl Old Unit Sid Unit Bid Brit Bid Unit did No. Quantity Price Mount Pnce MnuK Price Mount Price kw t Price Mount 15. Link Non 6rnel fa 110.0 1K0hllf1w 1854.0) 4.50 $0,341.00 0.01 116.54 0.01 tt8.51 0.01 118.5/ 1,00 11,854.00 16. Nalw ser"C' "pe I -Each 38.00 125.00 14,750.00 117.00 $5,196.00 160.00 16,B10.00 100.00 13,100.00 150.00 15,1M.M 17. Mtw 6Kace Type It 'Each I3.00 175.00 $7,55.00 15o.00 16,450.00 340.00 114,620.00 750.0 /1V,750,00 100.00 11,70►.M • 11, NatK Service Ipe 113 1Eagh 3.0 35J.4 $1,050.00 175.00 $525.00 420.00 11,260.00 300.00 1400.00 400.00 $1,2M.10 19. CvnstrKlien Slakca0 End As-Milt Kre Son 1.0 30M.00 p,MO.M 30W.00 $3,000.00 BM.00 SM.Do 100D.00 $4,00.00 3D00.D0 $3,00.00 Notes ad Vauiags Subtotal $166,114.50 $134,679.91 $111,019J/ sI55,677.6/ 1150,560.40 1.11 Sales Tan 113,4M.27 S10,925.21 #11,467.41 112,609.89 112,195.36 Total lid 317-,541107 11/5,105.22 1153,307.25 1166,267.53 1162,155.36 • Delta 07-MAY-16 City o1 Retain . Punic bark Dpartrsl PW 3 Im steel Rate Data Dallup"1 - Promllpls Park V-131 Contractor Catracter Catractmr Cmtracter cmkr ctr III DATE 5-7-W Ira Romisa �fttr. I Asset. Eue9r"a Utility Cat. Inc. s 61 Coestructim let. Pitrmt Cmatructim, Inc. A. .. Alia Compact It" 0"criptim Unit Est. met Il/ Wit Bid Yett lid that old WE Id No. Ouanlit9 Price Aural Frate keomt hue Amount Price Aeemt Price Damet 01. 1" lettilo Irm Plpetl/ta 3otntl 4mra1 toot 4173.00 21.40 181,302.20 20.00 $83,460.00 11.00 175,114.00 17.25 171,9p.25 24.09 1100,527.57 $2. 0" lettile ten Pipellyta Joietl alinpl Fat 77.00 20.00 11,540.00 17.00 11,301,00 30.00 $2,310.00 35.50 12,733.50 23.41 11,107,16 43. 4 ' Ductile arm Pipollyta Jotetl Htneal Foot 155.00 16.00 12,190.00 14.00 t2,IMOO 14.00 12,11D.00 11.00 12,710.00 9.40 11,457.00 �0 sate Val"oath 'Sal, 16.00 420.00 16,720.00 500.00 $1.000.00 500.00 $1,000.00 575.00 $9,200.00 353.00 1516".00 Cast Irm Value Im 45. A , Date Valuo with 'Each 3.00 S20.00 5960.00 425.00 61,275.00 400.00 S1,200.00 /10.J0 $1,440.00 237.00 $711.0 Cast live Val"Im U. 4' bato Valve with 'Each 1.00 240.00 $240.00 375.00 $315.00 210.00 6200.00 3C0.00 1380.00 191.00 $111.00 Cast Irm Val" la* 07, Steadied Fare NYdraot AsssmlP 'Each MO Mo.DO 110,I00.00 1W.00 $14.s00.00 '600.00 A!2.800.00 !995.00 115,960.00 1550.00 112,p0A0 DO. 2" Prmmet Ilos-off snpusly 'Each I.CO 500.00 F50o.00 600.00 6660.00 350.00 1350.00 WIN I/15.00 140.00 1740.00 •Cmmat Cat-rate for ihrast /lakip*Cuba Y1,4 J0.00 60.00 1600.00 75.00 1750.00 be.00 5600.00 ".00 1900.00 100.00 11,000.00 10. Asphalt Cacrete far Paveaml ad Oa 110.00 60.00 1.,600.00 ".00 15,900.00 175.00 st"750.00 47.m 15,1,0.00 65.00 $7.150.00 On,"ay Patchip 11. 511" Crushed Rock for 4ckfill, Ta BW.00 7.00 66,020.00 0.10 196.00 10.00 II,600.DU 13.00 111,160.00 10.04 10,600.00 osd lop Carp 12. Reeo" and teolace Cemnt Carete *Square Yard 40.00 MOD 1960.00 55.00 R,200.00 30.00 h,200.D0 26.00 9160.00 35.00 11,400,00 Orceep7 and Sidesaik 13. Rmma, Lea and Feslorr talk Sol #Square Yard 510.00 2.00 $1,010.00 5.00 12,550.00 4.00 81,064.00 6.13 13,193.50 5.00 12,550.00 14. Inoue bud R"Ine Casuist Concrete 4an"1 foot 127,00 10.00 $1,220.00 JD.00 111,120.00 10.00 sai'vo.00 10.00 11,220.00 11.00 11,342,00 Curs and butter, t Ytes 01+..:y�6 C,ty of Penton . P0111 Rwis OgwtSlt iep/ IIM 5tn1 Wtr Ann teliwe t - Prmdota Pub 0-13I Cotracter Ciatractw Ceatrulr Cotrulw CSIIK'.W IIB g1TE 5-7-N 1wt Rolm, Cot'. 6 DISK. Earpen Ut.hty Cot. Wt. 5 t 0 Costructio tar. P,iard, Caostractim, lot. A. C. A1i4 EMOY It" Oeur NliOn Unit Esl. Wit lid 6nl Rid Unrl Bra Unit lid twit lit 10, Quantity Price Mwnt PIILI Mont Pr,te Aswnt Pno ASSt Rice Must 15. Doi Do 6,1,1 fw bench ptNillaim 1851.00 0.10 $125.60 0.10 $115.40 6.50 112,051.00 11.00 $20,394.00 2.00 $3,708.04 It. Balr Swsice typt I Ii"s 38.00 180.00 S6,060.00 150.00 s5,700.a0 100.00 13,800.00 I50.00 t5,700.00 195,00 17,030.00 17. tit" service Type It -Lack 43.00 280.00 su,060.00 P5 00 116,125.00 200.0 18,600,00 170.00 17,310.00 190.90 12,170.00 • IB. latw Swore Iype III -Each 3.00 340.0- 11,020.00 400.00 11,:00.00 375.00 1f,125.00 295.00 t885.06 M." 1915.00 1t. Costrectro Mahal od M-hilt ato9 Sus 1.00 2100.00 62,400.00 5000.00 15,r00.00 4200.00 13,200.00 3000.00 $3,000.00 2000.00 12,000.60 let" "d 0ransgs Subtotal sm,AT.60 1156,MAO $159,430.00 s165e585.25 1161,MI.SS +' 8.11 Sales In 612,259.977 W,M.91 112,913.B3 *13,412.41 /13,555.15 lotai Bid 1161,617.57 $164,112.34 11722,363m 1179,917.64 1111,902.N • latr 07-0ag-Oo City of Moto . Public Outs MNrlonol 6 ,,%stool water Rain bolsteseot - Presidents Pot "31 Contracts Contractor Old kesrale Ilk bhTa 5.7-W DEDED Conetoclise Cc1¢oo Canitructir Co. not uclaidlag N . cut Iles 0escriltion Unit Est. Unit Did 6nl lid Unit lid M. Quantity Price honest Price assort Price A on t 15. tonal toe 3r ,el fat Truck lackfilliton 1054.00 6.00 111,121.00 7.00 11"970.00 3.07 $5,05.04 16, Oats, service 1t00 1 slach 38A5 150.00 15,700.00 7D0,00 $7,600.00 153.3k 15,027.02 17, water 6wtico Type It ,Each 93.00 200.00 12,400.00 275.00 111,825.00 "3c.00 19,89D.imh M watt lattice type III ,Each 3.00 300.00 lobo.00 300.00 1900.00 328.11 1984,55 11. Construction staling and WWII. sCue1 We 1.00 2000.00 12,000.00 ,m OD 13,000.00 2051,55 12,151.55 n� dotes esa Oraoags sobtot&l 1176,364.50 1117,531.00 1159,003.13 0.11 sales Tat 514,111.52 f15,10.09 112,679.11 Total lid $192,912.07 sm,722.09 f17l,04.07 • Dab. Ol-11ay-66 City 04 RMAM . P%blir Yore Department Pap 5 lines Stwl Yates Kai, Replacement - Presidents Park V-631 Contractor Contracts lid Avery" IID DATE 5.7-M HIM Consluctim Colvccto Coslruclim Co, Mt IKIYIdinq Eyr, Est It" Description Wet Est. Unit Bid Wil Bid Wit Id w. Quantity Price insist price amount Price nowt 01. B" Ductile Iris Pipltylon Joist' #Lineal Foot 1113,D0 23.00 195,979.00 25.00 $104,125.00 20.47 115,/10.21 02. 6" Ductile Iron PepelTyto Joint) 6Linnl Fool 77.00 21.50 sl,655.50 30.00 12,310.00 23.57 s1,111.12 01. 1" locale Ito PcpmlTytan Joeatl tLineal Foot 155.00 19,20 12,976.00 30.00 I/,00.00 t5.9/ 02,470.14 0111" Wit Valve nth 'Each 16.00 405.00 14,460.00 400.00 $6,400.00 /13.91 $7,102.55 Cast Iran Valve tot 05. 6' Bak" Valve WE, 'Each 3.w 790.00 $270.00 300.00 $900.00 325.91 1916.73 Cast Irso MY, pot 06. /" Bate Valve uth 'Each i.00 ISMS 1180.00 2M.00 11E.150.00 266.01 1244.09 Last Ira Valve 1s 07. StuOard h•e Hydrant Assemily #inch SIM 1500.00 W,WIN 1400.00 111,200.00 1332.91 $12,423.27 M. 2" Pswot 110-off Asu•21y #Eu% 1.00 550.00 1550.00 1000.00 11,000.00 665.91 I665.11 •Cement Concrete for Threat 1lacktaltUbic Yard 10,00 % Pt 1100,00 100.00 t1,0D0.00 62.27 4622.75 10. Asphalt Concrete Is Paresesl sad also 110.00 100.00 111,600,00 60.00 $6,600,00 71.73 i1,190.10 armory patching 11. 516' Launhtd Ash 1V 114111,11, #ton R60.DO 10.00 16,00.00 10.00 1s,600.00 7.07 16,420.29 at' IN EWE' 12. Ream" me Replace Covent Conntte #Stuart Yare 40.00 10,00 11,200.00 25.D0 11,000.00 35.27 $1,9t0.91 Drivewy ad Sidwalk 1I. Remove Lane and Anise With Sod #SAuare yard 510.00 13.00 16,630.00 3.00 11,53A.00 1.92 /5,031.27 14. Awove mod Rmplace Cwal Concrete #Uneal Foot 122.00 10.00 11,770.00 I'M 11,/61,00 9.71 11,193.31 Carl and butt" W- 83►pb: OI-My-B6 Ell, of Fenton . Pul,, York. Mprtmst Bye E 04 st" Cestractor 111E Stnl later Mtn acmnl - pruldeats Park "ItE:;,aws Esliute BrantaConstrolim Delve Cmslnctlm else Cmilroctlm CDm,,at,lmlist Cont [e DID DATE 5-7-96 Ilea DeunPUm Unit Est. Usrt Ial m1t I'd fiit Did Bnrt h1 Pr¢e Mnnt No. Gustily Price Met pnu Aama1 Price Meet h¢t Aaomt 01. 1 , Ductile Ira PIPWOm Jamtl flfaul Feet 4173.00 72,50 113,152.50 1B.98 119,203.51 11.00 #75,114.00 IB.50 1T7,1w.50 21,w IB7,/3Lw 02. P' Mctilt Irm PIP111006 Jai Ntl 11.11141 Foot IMO 17,50 $1,347.50 16.71 11,292.06 I/.00 61,076.00 33.00 92,541.00 IB.00 11,196.00 03. 1" Osctile Irish PgstEytm JoiltJ 1l1neal Foot 155.00 12.S0 $1,937.50 15.70 a:.<-.50 11.w t1,iJ5.w 11.w I1,105.w IS.w 17,3'S.w 911 ' Date Valrt nth 1Fach WDO 450.00 $7,200.00 I00.00 $6,I00.00 380.00 Ib,MO.w 500.00 181000.00 ISC.w 17,200.00 Cast I'm uala 1m p. P' S-.le Wit nth fEus 3 60 350.00 I1,0%.w 265.00 a795.00 770.00 1810.00 281.00 I8I3.00 350.00 ❑,050.00 Eat*, Irm Val.t las N. 1" 6te VIFe with rtuA Lw 250.r a250.00 200.00 4206.00 230.00 /230.00 :71.00 1271.00 NO,00 $301.0 cast Irm Val.t Ban 07. Studard it,,Hydrant Assely Each &DO 1500.00 11"ON.00 13B7.00 $11,096.00 I/00.00 111,200A 1650.00 113120Q.00 1500.w 112.100.1111 N. 2" Pwomnt Noa-elf Ms"bly 1Euk 1.00 450.00 $450.00 1w.00 1800.00 /00.00 1400.00 INS). O I IMINO W.be IwO.w •Seel Cmoele for EhrNtl Block,npfCume Yard 1[.00 50.00 1500.00 0.01 16.10 0.01 t0.10 Iw.w /I,Ow.w ID.w 7300.w 10. Asphalt Central, for Nitwit ad -Tor 11e.00 75.0 sB,250.00 0.01 $1.10 56.00 $6,160.00 126.00 f13,160.w /O.w tl,/00.w ?nmay Patellae SIB" EfV1AN Rock lar Atlf ill, flm 660.00 1.50 $5,170.00 0.01 18.60 10.00 /8,600.00 0.01 $8.0 12.00 IIO,S20.w ,ad lap Ceerst 1'. Ano.e aria Replan Lemat Cmcrrte f5euare Yard It.00 15.40 1600.00 50.00 12,000.00 /0.00 111/00.00 50.00 12,300.00 25.00 11,100.w D"'My and SIdn,111 13, Ann.e lam rid Aeslae Nita Sol f5eu41e rar/ 310.00 6.50 11,735.w 28.45 11/.744.50 P.30 64,713.00 25.00 II2,i50.w s.w f2,530.w 14, latest ma Aoplau ComNl Cmoete 1llneal Foot 122.-0 11.00 61,464.00 I.w SOP w 1,60 1561.20 15.n0 11,030.0 ll.w tl,l/t.w Curti aN Buller fates 01-0ay-16 City of Renton . Public Yorks Depa,tsat pap 2 Mb St MI Water Mu Mplacsst - haidots Pot 1-131 City of Mats Cstractar CoatrgtW Contracty CstractW RID gy1E 5-'-16 inssavers WIWI &ant Coustrrtss Dino r Coastructso ties Csstruclts Sary terlt"Cost Ce Its Descrsptco Unit Est. omit lid Unit lid '' it lid Onit lid Unit lid M. wamptily Pncs Issues pace Moutt Pace Moues Pnce Cram Prate !most It. IVA to iravl fer IrocO lacthllols 1854.00 4.50 "'313.00 0.01 $10.54 0.01 a8.5f 0.01 $11.61 1.00 tt,051.00 16. gter Servcto Type I efack 31.00 115.00 14,750.00 142.00 15,396.00 100.00 $6,540.00 100.00 13,600.00 150.00 15,700.00 1'. later Service TV" II Kacn 43.00 175.00 $7,525.00 150.00 16,150.00 360.00 014,620.00 750.00 110,750.00 100.00 14,100.00 0 Is. Water Sornce IV" III 1Eaca 3.00 350.00 $1,050.00 175.00 1525.00 420.00 01,260.00 500.00 1900.00 600.00 $1,200.40 19. Cmttruclss Staking sd as Built Hap Ss 1.00 3000.00 ",000.00 .3000.D0 13,000.80 100.00 110D.00 4000.00 t1,000,00 3000.00 13,000.00 Notes am1 Drsuss Subtotal t166,114.50 1134,879.94 $141,019.54 #155,677.61 $150,560.00 6.11 Sala Tax 613,455.27 110,925.21 111,107.11 112,609,19 112,195.36 Total Bid 0179,569.77 11163,105.22 $153,307.25 1164,247.53 1142,755.34 • C1tr of AntM . Public sort$ Iopacteat Aye 3 ►+let 07-Nay-06 Iy1 SAKI bolo, Mfn Aellueaenl - best/Mls Park 0-031 Contractor CMtretor Contralto, CMtfKtn CMlracter Old III[ I late Dent patae Call. I AllK. Evnpreen Ulllllr CMI, Inc, S 1 0 CMetructlM IM. hlacdt CaetrKtlM, IK, A. L• Alta Ceyal DIDIlea Bescnphm Unit Eat. Wit old Unit lid pnl Id Unit li lid d Unit Ou+nlrtl hilt "Mt /nN Moat Prue Malawi Price Front hue Mew# 01. I" Oec61• Ira pgetl/la Joint) 'Lineal Full II73.00 71.40 $91,302.20 20.00 ses.460.00 11.00 115,111.00 I7.25 /11,191.23 21.M/f00,521.51 02, P' IKlth Ira plail,t" JOatl •Lineal Fat 77.00 20,D0 f1,540.00 17.00 t1,301,00 SA00 f2,310.OD 35.50 f7,113.50 21.W fI,l07,N 03. 4" Ductile Ira Plptllrta Met) gtneal Foot 155.00 18.00 12,710.00 14.D0 $2,110.00 14.00 12,170.00 11.00 12,7".00 1.60 111/57.00 , 1" Isle Yal re nth +E4U 16.00 /20.00 16,720,00 500.00 41,000.00 500.00 so,000.00 51'1.00 t9,200.40 353.10 IS,a/t.00 Cast Ira Valvt 10 05. a" tote Val"sith #Each 3.00 320.00 $960,00 425.00 111275.00 400.00 $1,200.00 410.00 11,440.00 237.14 1711.40 Cast Ira Valve 10 If. 4' late Yetvt sith flack I.00 740.00 $240.00 375.00 $375.00 290.00 1200.00 M0.00 $310.00 191.00 IM.16 cast I'm Val" In 07, Standard Ftre M7drat eased IY #Each 9.00 MO.00 sic,100.00 1600.00 $14,400.00 Wolof) f1211(M,00 1995.00 115,960.00 ISSO.M t12,100.00 ore. 2" h...nal Ilk.-w9 M9«Dtl +luA I.oe 500.00 4500.00 600.00 $600.00 350.00 1350.00 ees.00 1685.00 140.00 1740.00 • coat Catlett for iMosl IlabngfLabit tad N." 60.00 1600.00 711.00 1750.00 60.00 1600.00 10.00 1900.00 100.00 f1,000.00 11. MAMA CMtrrle :or Aaneat ad .la 110.00 60.00 t11e00.00 10.00 11,900.00 125.D0 113,750.00 47.00 15,170.00 65.00 $7,150.00 Ifimal Palchty It. 52/" Craehtd AKk for WI I, non "11.00 DO $6,020.00 0.10 166.D0 10.00 is, 00.00 13.00 $11,190100 10,00 18,600.00 ad lop Cara 12. RNOY[ and Dept ace Least CM<rrle #Stuart Brd 10.00 21.00 19e0.00 55.00 12,20G.00 30.00 11,200.00 21,00 1960.00 35.00 11,400.00 Driveler and Stdwik 13. Peewe Lan and Poster, NiO led #Square tall 510.00 2.00 11,020.D0 5.00 12,550.00 1.00 /3,0e0.00 6.15 f3,193.50 3.00 C,550.00 14. Man ant potful Least Coln), fLneal Fat 172.00 moo 11,220.00 10.00 01,220.00 10.00 01,220M 10.00 111220.00 11.00 *11342.04 Ent and en'tn Bata: 07-Ray-11 City of Rater . Public barks Departs,ot Pape 6 19%Steel Water Rita Roplacrest - Prnideats Pork e-131 Cwtracter Eentratty Contractor Contracter Contractor 11D DATE 5-7.06 Mt Reuse Cott. 6 Assoc, Ewrpeo Utility Cont. Inc. S 1 I Construclro Inc. htstii Cooslrulko, Inc. R, L. Ilia Crime It" lesniplio tail Est. Iacl Itd unit lid Unit I'd 11W IH unit Ike No. Identity Price Mont Prue Aswnl Price Recant Price Aaoat Price 6roal 15. fat IBra 6rarol for Trace Oct/rlluia 1034.00 0.70 1195.e0 0.10 $115.10 6.50 112,051.00 11,00 120,391,00 2,00 $3,70D.00 16, orator Service Type I -Each 31.00 ISO." $6,840,00 150.00 05,7D0,00 100.00 f3,100.00 150.00 15,700.00 185.00 17,010.00 17, Wator Saran ITT- It -Each 63,d0 290.00 $12,040.00 375.00 $16,125.00 20D.00 $1,600.00 110.00 17,310,00 190,00 $9,170.00 It. Rain 61r11u Type III -Each 3.00 310.00 11.020.00 400,00 11,200.00 375.00 $1,125.00 29. 1885.00 305.0 $915.00 11. Costroctls, Stoeknq one At-lwlt ales, Sea 1.00 2400.00 1?,;00.00 5000.00 $5,000.00 3200.00 $3,200.00 3000.00 I3,000.00 2m.w 12,000.80 Rots, ad 6xrnaa 6oblstal $151,357.60 1156,505.40 1151,830.00 f163,515,25 $167,347.53 0.11 Sala la $12,259.97 $12,/74.94 112,113.03 113,412.41 $13,555.15 total fit 6163,617.57 1161,112,30 f172,3f3,W 1171,M7.Y 1110,N2.61 I, Mtn 07 Ray-O tit, of Won . PaOhc Iona, EelarlMR hp 1914 Steel Yale, Rail M/lacemit - Preece"!$ Part 0-931 [mlracte, Coatracte, I'd dm.11 Rio ERR 5-7-16 0EN0 Constschm Csiuccto Cmstroctaea Co. not IRCIald1.., of r. Est It" Msvghon Unit Est. Wit hd Unit Did Wit 11d No. hantity has A~t hice Asmnt hit# Metal 15, Rana IN, 6rvei for T,00 U0401410 1854.00 6.00 111,121.00 7,00 112,91E.00 3.07 sS,W.00 1! sate, Se,aice Eye I aEacs 36.00 150.00 15,700.00 200.00 17,600.00 153.L 15,127.92 17. Yale, 60nce Trot 11 'too 43.00 200.00 1h600.00 215.00 111,025.00 230A0 19,090.00 • is. Yale, 6e,rice lye III 'Each 3.00 S00.00 1900.00 "0.00 K00.00 326.16 196/.55 it. Construction Sitting old as-luilt Hum Sus 1.00 2000.00 $2,000.00 sm.00 13,000.00 2654.55 $2,154.55 Mt" ad 0,01.4% SNtstal 1178,364.50 ti61,512 00 1159,005.43 6.11 Sales Tat 111,"7.52 115,I".09 112,679.11 total old 1192,112.02 t202,122.09 1171,161.87 14191 0/igy-86 City of Real" . Poblic ,brit, 0e9artwtt Pat 5 Itµ Steel late lass lallueednl - President,Park 1-831 Cwtracter [atucicr lid A"top tic OACE 5-/-46 KIM Cdestactide Co1Vcc,o Cdeatrwtlde Co. not Inclu1111/ Eatr. Eel It" Daarillion 'knit Eat. Unit µd Unit Bid Unit ad la. Otattlty Price Mwtt Peso Aoovnt Price Aewnt 01. 1" hctile Iron Nollrt"Joist) #Glue) Foot 473.00 23.00 195,979,D0 25.00 $104,325.00 20.47 a5,1/0.29 02. F' lactilm Ira Pietii¢on Joist) 41ned1 toot 77.00 21.50 11,655.50 30.00 a;,310,00 23.57 $1,614.02 IL A" Wild Ira PiNityla Joist) fltneal Fool 155.00 M20 $2,976.00 30.00 II,dW.tM 15.90 02,470.14 t1" late Val" eth thc1 16.00 405.00 16,180.00 400.00 b,100.00 113.11 17,102.55 Cut Ira Wit boa 05. A Gtt VAlee et6 #[a,* J.DO 290.00 $970.00 100.00 u900.00 321.91 IIµ.73 Cut Ira Val" laa µ. E" gale Val,, nth ifEack 1 180.00 $180.00 25C.DO 1150.N 261.09 1261,09 Cast Ira valid Iw 07. Stated Fitt lyeaot Asia"], 1E4C6 8.00 1500.00 f12,000.00 1400.00 111'"0.00 1352.91 112,123.21 04. 2 , President Ilea-off Assembly fEach 1.00 550.09 $550.00 1000.00 11,000.00 665.91 $465.91 0 Comm Concrete Jar i6nst flocking-Cultic yard 10.00 70.00 1100,00 100.00 111000.00 62.27 1621.75 10. AaOhait Ewrote for h,emost me aide II0.00 100.00 111A00." 60.00 a5,600.M 71.73 17,P0.16 Drieexy PAub'st It. 5J1'- Gushed fleck for lacklill, 110 B60,00 10.00 s0,600.00 10.00 fe,600,00 7.11 16,42C.29 add 1 Cta,at 12. Am,, W It,isct Coedit Conn elm Square yard 40.00 30.00 #1,200.00 25.00 111,000.00 35.27 11,410.91 brifao,{ am Sidetalk 13. Pfeore Law, W Aestdee dilh BM 159Vare Virg 510.00 13.00 16,630.00 3.00 111530.00 4.92 15,0M.27 14. km,t aM A"Iace Cowl CoscrNa 1Lintfl Fat 127.00 10.00 11,220.00 12.00 11,111.00 9.11 11,191.34 Cw6 AM betty Gate: 05-Jur-8e City of Renton . Depart"at of Engineering -'- Pxe S Ste St Paying G Store Draindge - Rent" Poll Alley S..er Full acu..t City IF Renton Contractor Contractor Contractor Contractor BID IN - RIDDAIE June {, 1966 Engineaa Estieato SARISN CD95TRUCTION 14C AcEIED CANSTRUC770N UN6 CC#jTRUC110N WYARLI117 COAST CO It" ears Description Una ESt. Unit Bid Unit 610 Unit Sid Unit Bid Unit Rid No. M0. ill anlav>:REDuLi K Price Amount price -mount price Amount price Amount Frill Amount r ' 01. hnoil::it lin ,cs; Fore 600.00 m000.00 4000.0 400.OV S000.00 5900.00 J0:.0o :IJ0.0t ..O:.M :10'.00 02. Cement Concrete parexnt Square yard .07.00 C0.00 11,10.00 29.50 11121.50 $.0 751ot00 3,30 IMS,10 31.00 ::;10,J(10 Day. 0.67 it. Section 0. Intorgral Cement Concrete Curb lineal Foot -'-DO 6.DO 119S.0 1.10 165/.36 10.00 .,1;..00 5.50 :221.50 6.00 93-00 . Catch Eau. type I Each L0 756.00 :506.00 950.00 IN1.00 50C.0. 100.0 600.0 1200.00 B0.00 :a0d.00❑lh Vaned 6rale 05. E Inch Store Drain Pipe Linea: Foot 38.00 20.0 166.00 20,00 760.00 20.00 760.00 20.00 760.00 12,00 45t.0 06. Connect to Encting Data 0asln Each 1.0v :SC.00 :50.0C 5%,00 500.DO l00,00 IW.00 SC.O l0.00 :OC.00 130.00 07. Adluit Existing Raohole Each 1.00 300.00 300.0 250.00 250.00 100.00 1".00 TOO." 100.50 200,00 20( 00 to Bradt Do. Adlust Existing Catch Rsin Each 1.00 250.00 250.00 250.00 150.00 100,00 100.00 100.0 10C.00 100,00 20.0 to Grade Fir,se aeu Clan-0: Lump Sum I.DO :000.00 1300.00 1000.0 100.0 500.00 SO0.00 5".0 5%.0 40 .00 40.00 10. Bell "sward Gail Lineal Foot 30.0 10.00 600.00 I00.0 W.0? 120.0 33.0 1050.0 :LOC W.ov Total >:ne0ule G" in,US.00 s22.235.RO $16,630.00 s20,926.60 s191156.0) Gatti 05-Iun-86 City of Renton . 6epartaent of Engineer ir.q ppip 3 S Sth St Ptrint b Stor. Drainage - Benlda hill Was Seer Beplacneal city of Benton Contractor Contractor Contractor CMtrattar BID To •MATE Io•e d, 1981 Engineers (stints SANISN CONSTRUCTION IN' ALLIED COkStBUCTION fI116 CNSIAUCTION BY9 "Mile COAST CO It" Bare 0hacnplson Unit Est. Unit Bid Unit Bid Unit Bib 7nit lid tail Id No. No, SCHEDULE . 8" Duanlit9 Price Mount Price Asounl Price Maur; Price hs t Pratt Mount . 01. slanhoie, Standirt 65 lncr. Dca. 'Each 1.00 1200.00 1I06,9 '"(1.00 2W0.00 1000.00 10:..0( 1000.00 I000.00 Rw.00 I'M* OI. Nsafi0t, Ectre Shalia 48 Inch Du.-Each S.W MR 4.50,00 106C.00 5WD,0 t500.00 1501.00 1000.Of aWA.W 11,000.00 5000.00 J3. Catch &sir. Tgpe I 'Each i.00 750.00 150,0 85010 850.00 500.00 500,60 700.00 TOO.W COMO 900,00 6 Inch Ou. line, Pipe 'L;ne,i Foot 910.00 21.50 19565,0(, 13.01 11839.10 30.00 213DO.W 43.W M30100 33.0 MO,00 05. 6 Inch C:e. sea' hps 'Linn! Foot 95.00 16.50 2511,50 25.00 2375.0 10.00 950.00 10.D0 3600.00 30.00 26%.00 06. 6, a 6' lees 'Each 16.00 45.00 720.00 Woo "0.00 100.00 1600.00 RAJ 480.00 40.00 sac.W 01. Bank Out 6rarel for 'ton 970.00 5.25 5092.50 5.00 4850.0 1.00 970.00 0.01 9.70 1,00 970.00 irenck Sacllill 58. 518" Crushed Boas for Trench 'Ton 150.00 8150 III5.00 7.50 1875.DO 5.00 1250.00 IO.00 2500.00 11.00 3000.00 lackfill, lop Count, and Shoulders 00. Asphalt Concrete Class 8 'Tor. 140,00 Sim 1400.00 30.00 1440.00 5M0 7400.00 0.01 1.40 15.W 7.20.04 • tncludinS Pann9 Asahait 10. TaaWscan Inspection 'Lup Sus 1.00 1000.0 1000.00 505.00 500.00 1000.00 IWu.W MOM 1000,00 MOM 1000.00 H. Construction Staking and 'lump 5.0 1.00 1500.00 t5J0.00 1000.00 1000.00 lOW.00 1(M0.00 1000.00 1000.00 1000.00 3000.00 At-1u)It Notts 12. Connection to Es siting Structure 'Each 5.00 250.00 1150.00 60.00 300.0L 300.00 1500.00 100 W 500.00 200.00 1000.00 or Pipe Subtotal Schedule B /47.370.0-) 135,669,10 14070.00 154,121.18 159,210.00 9.1%Sales iu 11,636.97 /2,089.20 13,804,57 34,323.12 14.796.01 Total Schedule 6" sS1,206,91 138.356.7 s50,774.57 156,505.00 $64,006.01 Total lid 171,574,97 1d6,794.i0 119,04.57 171.331,60 183,I6a.0i Date: O -OOM-86 City of Renton . Wparteent of Engineeringaqr 2 5 Sin St Pavmq E Store Drainage - Renton Mill Alley Steer Feplacnent Contractor Contractor Contractor CNtractor BID TAB - WAVE Tune /, 1986 EVERGREEN UTILITY IBM. GREEN RIVER cog51 CO INC GRANT CDNSIRUCIION A.L. ALTA COMPANY !tee Bars Description Unit Est. Unit Bid Unit Bid Unit aid Unit Did No. Mo. Quantity Price Asount Price Aeount Price Aeount Price Aeount SChE%LE .. A.. �ooi ll.at Dn Luep Cal 1.Ot, 25W.U(• 1500,44 5000.04 54DO.DD I444.00 IOJ4.CO II70.04 /I70d.00 42. Cogent Concrete PntNnt Square yard I71.W18050.N 31.00 11697.00 21.W 14171.ot SS.00 1319S.W f0 Day, 0.67 It. aat,0 O;. Inter yr a! [agent Concrete Curb LlsNl Foot 233,0U 7.00 1631.00 8.00 1664.00 1.00 932.CO L00 1631.OJ • Catch Basin Type I Each 2.00 154,00 15OU,W 750.00 150.04 %4.OJ 'd1J.W bW.00 1FO.W .,in Vaned Grate O5. 0 Inch Slon Dnm Pipe Lineal fool 30.00 15.00 510.W 15.00 570.00 10,00 3UQ.00 15.00 570.00 00. CDnnect to Euetinq Catch Ba Sln Each 1." 200.00 200.00 150.00 ISU,rip 104.OP I00.0U IOU.00 IOO.OG 07. Adluat Ending Manhole Each 1.00 200.00 20C.0' 110.00 110.00 150.00 150.00 MOO 100.00 to find# 01. Adlus', Enstinq Catch 8a11� 1.00 150.00 150.00 110.00 M.00 1U0.00 100.40 100.00 W0.0D to Grate 4iFinish and Clean-Up Luep Sus !.Co I000.00 1000.00 600.OD 600.00 1000.00 I000.00 1000.W 1000.00 l0. was Guard Rail Lineal Foot 30,00 35.00 1050.00 1E.00 510.00 56.35 1690.50 35,04 I05a.00 Iota Sc6e0ule " A'. R2,65L00 322,131.00 t16,651.50 560,616.00 • � city of Am a a ton . Derts, o/ En q.�xerinq Page 4 Data: 05Jun-86 S SIN St Prvcnp L St', Drainage s,pt - Renton N�11 Ally Sener Fepl+cnenl ContractoEVERGREEN UTILITY CONIR. GREEN+RIVER UNIT CO INC GIANT CONETR8CT10N R.L ALIA COR'ANY DID TO - BIDOATE June 4, 198eUnit S14 Its, Bars Wscr i lli on Unit Est. Ona Nit price ANCuat Pf%re ANcunt F,Ice Pawl No. No. (piptitr Price Pleasant FCNEDUt. . E.. 41. Mnhcl e. Stand arE W Inch Ox+. 'i+cn I,JC I240.0 120C.LP IG0.04 :404.UJ 6Ji.40 GvE.04 1:0;.04 :2Ci.V 011. Maholt, zebra Shalla 4B inch 04a.'Eacn OC 11,200.06 6000.00 $1,000.00 5000.00 ON.00 3NO.00 1004.00 5000.00 4>. Gtcn bail, Type I 'Eaor LOC 600.00 605.00 '25.00 711.00 560.00 560.00 65,.00 h0:.0G • 6 Incn vu. Sener Ftie +Ltoea: Fact 910.00 17.00 42770.00 31.20 33862.00 6:.00 56420.00 37.56 31179.e4 05. 6 Inch D:a. 5eeer Pipe •Lineal Pool 95.00 12.00 1140.00 21.00 1995.00 60.00 5700,40 15.00 1425.00 " 20.00 320.00 40.00 640.00 30.00 480.00 32.00 5{L04 46. 8" + 6 lees -Each 16.00 C1. Bank Run 6r,41 for Con 170.00 0.01 9.70 11.00 10670.00 4.00 3880.00 4.00 3880.00 Trs,ch 8411:001 Do. 5/8" Crashed Rack for Irench Co. 250.00 9.00 1750.00 12.50 3125.00 2.00 2000.00 IO.OD 2500.00 Backddll, Top Course, and Shoulder; 09. Asphalt Concrete Class 6 'Toi 118.0V 0.01 !.46 75.00 111D0.00 0.01 1.48 70.11 WIND." . mci nd mg Pan-1 FspAa tt 1c. Bf0.00 BOP.00 1500.00 1500.00 550.00 550.DO 300.04 300.00 TtImsco, Icspection sLu61 5u1 1.00 It. Construction Staking and 'LNNP SUN 1.00 2000.00 2000.00 2400.00 2400.00 2158.00 .1750.00 3000.00 3040.00 As-Ruilt Notts 12. Connec5w to En Stmq Structure 'Each 5 OC 150.00 750.00 75u.00 1250.00 IOn0.00 SDLC.DO 400.00 2000.00 ar Pipe Subtotal Schedule -' 8" 157,841.18 f23,25'AG •a:,711.1E s61,956.6C 8.11 Sala; T+n $4,695.14 f5.933.32 %572.46 15,261.48 Total SchtOuie F" a62,526.22 f74,19482 i8: 713.41 f7G,21B.08 Total 9S1 195,177.32 A101,I21.82 BOI,k5.11 Il30.BN.08 8 Lo City of Renton Call for Bids •,/" \ 1986 Steel Water Main Replacements / In Presidents Park Sealed bids .111 be received until 2:30 p.m. , Wed. May 7. 1986_ at the City Clerk's office ?nd will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 20� Mill Ave. South. NOTE: PRE-QUALIFICATION OF BIDDERS IS REQUIRED, To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clerks office no layer than 2:30 p.m. , Wed. April 30, 1986 . The pre-qualification submittals will be reviewed by the Engineer ar.d the City staff f�,r conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified by mail whether they have been approved to submit a bid on this project. The work to be pert lied within 60 working days from the date of commencement under this contract shall include, but not be limited to: FUrnl!:h and In, all approximately 4173 lineal feet of 8" Ductile Iron Water ma L,, Fire Hydrants, and Water Services together with 311 required appurtenances, and the complete restoration as set forth In the design drawings and specifications The City reserves the right to reject any and/or all bids ono to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Wcrks Department office at the Renton Municipal Building for a deposit of $ 35.00 each set plus $ 5.00 to cover postage, If mailed. The deposit will be refunded upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5%) of the total amount of eavh bid must accompany each bid. The City-s Fair Practices and Non-Discrimination Policieessysh_ll apply . 4- Maxine E. Motor City Clerk Published: Pa^, Chronicle: Anril 18 8 25, 1985 Daily Journal of Commerce: April 16 h 23, 1985 OF RED A. o PUBLIC WORKS DEPARTMENT z CESIGN/UTILITY ENGINEERING • 235-2631 cMAL MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.gem ,yQ Pam. oggrEo SEptE�e� March 28, 1986 BARBARA Y. SHINPOCH MAYOR Mr. Jim Warner Pacific Northwest Bell 300 SW 7th St. , Room 204 Renton WA 9805b Subject: Proonsed Water Project # W-831 , Steel Water Main Replacement Queer Avenue N.E. , N.E. 7th St. and N.E. Bth St. Dear Mr. Warner: Enclosed are two (21 sets of plans which note the location of a future water mair replacement project in the City of Renton. It is requested that you note the I-xations of your underground lines on one set of plans and return them to Ls as soon as possible. This project has not .een bid as of this date, however, it is anticipated that a preconstruction conference will be scheduled in the near future to which yoj will be invited. We wish to thank you for your cooperation and if you have any questions please contact us. Very truly yours, Mike A. Benoit Assistant Project Engineer :Jw Enclosures S PC Station = +30.000 PC Elevation = 377.56t Grade in = - 2.000% PI Station - +50.000 PI Elevation = 377,817 Grade Out = 11. 140% FT Station = +70.000 PT Elevation = 379. 388 Hi/Lo Station = +36.088 Hi /Lo Elevation - 377.499 Station = +35.000 Elevation = 377. 501 Station = +.10.007 Elevation = 377.524 Station = +45.000 Elevation = 377.630 Station = +50.000 Elevation = 377.817 Station = +55.000 Elevation = 376. .)87 Station = +60.000 Elevation = 378.438 Station = -65.000 Elevation = 378.872 Station = +70.000 Elevation = 379. 388 R PC Station - 1+00.000 PC Elevation = 382.730 Grade in = 11. 140% PI Station = 1+50.000 FI Elevation = 387.032 Grade Out = 1.000% PT Station = 2+00.000 PT Elevation = 388.800 Hi /Lo Station . 1+09.862 Hi/Lo Elevation = 383. 779 Station = 1+05.000 Elevation = 383.274 Station - 1+ 10.000 Elevation = 383. 793 Ration = 1+11.000 Elevation = 384. 2E7 Station = 1+20.VOO Elevation 384.755 Statiun = 1 +25. 000 Elevation = 385. 198 Station 1 �30.000 Elevation = 385.616 Station = 1+35.000 Elevation = 386.008 Station = 1+40.000 Elevation 366.375 Station 1+4E.000 Elevation = 396. 716 Station = 1+50.000 Elevation = 387. 032 Station = 1+55.000 Elevation = 387.323 Station = 1+60.000 Elevation = 387.589 Station = 1+65.000 Elevation = 387.829 Station 1+70.000 Elevation = 389.044 Station = 1+75.000 Elevation = 388.233 Station 1+80.000 Elevation = 588.397 Station 1+85. 000 Elevation = 388 536 Station = 1+90.000 Elevation s 308.649 Station = 1+95.000 Elevation = 3BB.737 Station = 2+00.000 Elevation 388.800 CERTIFICATION BY GENERAL CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Re nest DATE: ___ _ PROJECT W-831 Presidents Park CAG No. 026-86___ 1986 Steet Water Main Replacement This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the month of in accordance with the Intents to Pay Prevailing Wage f led witTi the Washington State Department of Labor & Industries. Grant Construction Comapny Company Name Y Title 1N dIGH .\ 9 • ',S � •. r p ' I 1 '1 k\0� w • . J 1 1 1 __ _ _ ::ICJ \V/ 11 1 ; � : •� - ', \J 1 — 1. e' yL'�] pf `� e ai » - 1 " 1 1�'ff'[•l�l� '�} ' �� '• > I1-I , '�II�I,.i'IfY, z _ � I• 1 . . .fit,: � I � �i1+ N � . 1 1 6 ,C , 1 •��f�� f. b •N IS lk is .fI M- ("t4we Sct*OL ' (t[M(RiMY .l;(-scom -I { l�•1 � ', i -�- IL _� , is IiA • • 1• 4 1 .., E lI 1i SO 1 , F ' • � ' I I i I ' I . • 1 1 1 ,b ! • [ ry •� • , y 1. • fd> ids 1 - I"I OKI 1 1 I ! f� ib b - i, VOU171ONPl, 1 1 _ _I 69 . . . SCHOOL , 1 ! _ J • 1 I Z GR ENW - �` / C MET RY CITY OF RENTON � �--.� -- ---- _---^ ---7 -'— ---'-- --- DEPAATME. •:T O F PUBLIC WORKS � W-831 STEEL WATERMAIN IMPROVEMENTS 1 , , NE 7th St. NE 8th St. , B ueen Ave. NE A 1 ,iLi blflcN[O. __ CAT[_ 1 O/ CIICC\CAS R �`} �yestnr� sde Sewta3 voT !ac.vcl Ott. skawrtr o a p/.a.✓s :u� 5 �nr ecw i7i aT r�%�-fi:_ P,�s e+ �j.✓�,�...7: LPr CAS,aW C.✓AJ I�+A�'!. �O �$..d Vl. � n��i /J:+R/+Y O�ad . �f.°�1 �o �� e�T P.9veMe-•off �ooe .�✓�+� ►be e. �e N4 x CmA +Pro a 911 p ';3/°e .a- TaA. C2e/d XPx SewetC.• 'sz�fcii2-r+'��►�'CCcuaC. '�(03 �'g c 43 ed 790 .2s' ' 9od' . px Ls"_` ysTc+w .N mo,+szoe t4• eo pY7/ 3 ao SAc_K G , 3 9a• RG �"OvG +- 7S'EP/,`reP� SYORn't1 DJ'2A/!d C7'�IeG, S 3 5-; Shim h.aTeRisL a '09 ur." D /at.�a o /n✓ �.c -51 j 3µ—Is I. P K/.a rcti, 5eQ✓i�.V . C�J f� e,Q ew Ga ufd n c`�— g�U"' W.�T«- sd� v' �a wit , eo��clr;— �•Ms, Vralve,=. Laborz., gas .y iL C1 ..r. 4A �e,p.w�tied eo� � xe•n, sToa.st. DRp��..( �9' N.� 8y�- �' O�c�n,�,r,._• G..r'Q� A/oi' LUCAttc/ o.t.. j�oW.y ON PfA�lS , ,r pF r ff � ys6 L t'�i1 6a L�'.sc�sy� _ yp S',,...�L ?oars ��""'•"'/3' �E'+'no�a p/>,�riM�n� ri��Y�r ao2lh'oly ^" 1•••0� oo ' �7s� o� aoy � 'zy'xxvv.< F1aw1 1 y 'b-a-L t'C)o :aa G} a..j sf'mo 7%-P t-Mb� �� OV ar" (-v'il SJa(-lA-a-^> f�tt%;CA 'pjz-lbm i AWARDED %t1qR6 Contract No.CAG� TO �Ynm+ C e,u-�-u C44&n 1=9n1 - 17Z"d S. F,- l�lr,�+d,,, ..0 J — r- BID PROPOSAL 81 S'3EC:FICATIONS UTILITY ENGINEERING FOR: WATER PROJECT W-881 1988 STEEL WATER MAIN REPLACEMENT IN PRESIDENTS PARK CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING. 200 MILL AVE S. RENTON, WASH, 98055 • 12061235-263i -� GRANT IVONSTRUCTION ---= UNDERGROUND UT LITY CONTRACTOR p. GRANT, '246PI 12901 I72NO S. E. RENTON. WA 98056 226.041e Public Works Department Design/Utility Engineering Municipal Building 200 Mill Ave. 1 . Renton, Wa. 98U55 Attention : David R. Tibbot Subject : 1986 Steel Watermain Replacement in Presidents Park Water Project #W-831 Dear Mr. Tibbot, Please find following a list of names , addresses , phone numbers and emergency phone foi responcible officcr , job foreman , and our bonding agent for use in the preparation of the contract locuments. Richard E. Grant 12901-172 S E. Renton , W .. 98056 ihe : 226 -0418/271-0200 J_m Small 22854 ', .E. 215 Maple Valley, Wa. 9., hone : 432 1818 Dan Grant 13745-56 Ave . S. #b410 Seattle , Wa. 98168 phone : 242-2567 Bending Agent: Fred S. James Co. Steve Snyer 1700 Fourth And Blanchard Building Seattle, Wa. 99121 phone : 623-5900/441-5900 We hope this will satif,• your needs , please give us a call if there are any questions. Yours Very Truly, Richard E. Gyant w W 831 Queen Ave N. �J` ' "' ;� 1 2X CITY OF RENION 1986 Steel Water Main Replacements in Presidents Park INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Cali for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Hourly Minimum Wage Rates Supplemental Provisions Special Provisions Standard Plans Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All paces must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 EXHIBIT "A" CITY OF PENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and aervios to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; set; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital statue. This policy shall be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the Cit; of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Perscnnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of enton will cooperate u: y wtt a organtzatione and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Rer.ton Affirmative Action Program will a maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the responeibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective empZoyment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and eupp sere con ucring ueivs• with the City of Renton shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently diep7ayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd day of Iuse 2980. CITY OF RENTON: REE;N�TON CITY COUNCIL: �0>.h(wW ..r}•��OC��r l�i+•srat/ �.�(i»tMs/ Mayor v� Council President Attest: Issued% July 10, 1912 Revised: February 9, 1976 tys= Revised: June 2, 1980 CITY OF RENTON 1986 Steel Water Mein Replacements in Presidents Park SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete listallation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 4137 lineal feet of 8• Ductile Iron Water Main together with all valves, hydrants and appurtenances end the transfer/replacement of the water services from the old steel mains being replaced, and the complete restoration of all public and private property to it's original condition. Any contractor connected with this project shall Comply with all Federal, State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and Specifications of this contrast document. �a' a sno� -n 4 r�A`TSZ, I M �a p�,�it �0 QR�[INpBa sae v atlmi�0�_tfwu n Q � hr® adb do k ,�„ _. ��fl� u t! e ea s m�mmc� n4e9 s rlW, .aueAeS 9 a all LQr.� qw �n ca `41�:ten: • "Qin ,w� °o a�ac`�7�"OeQ� g °�oa�e .�� movcvu meooa oao omis� �rrr dYeBf>DAI 1 �! YI�A � � ��i'. �►oyb�a rnor'r��1 0��0 HwMW ��,rssq Is ��.. �9�9��°��, rigs ""B�$�'I�°�B°" 11 uon '�. rig I ° fa �if ^n a371ARl1lIAI1S RY11 e,ii1 .ataa,l:+vv ee nsn` Ir ;� y �� ocean ig n•`;.rrl. e►q w0ao0ese_A�� no oniaeeiuR�a1111AllRll,all,a 'mia�i b"� ,Q a it•T 1jd an0 .� u�u /AA v Do' :;ci ."�w ;•-S r L. !7n 7GCp��1COCEN�.C,►� lumm :F o �i e��ov� Q�j! QA l�'1w MW�B9y1�1?�• :00»dnn " •'� ,��>�� '■_ elon <?R1PN.IRAAY' Ap RFRA11�lA�'IeeOdAl� ii 4c�di .^,• ��9►\�°mc�o�� e n n`�' WAWA rs ilit s �r�y'c741Et1 opDo alp CITY OF • DEPARTMCNY OF PUNLIC WORKS .. .. IMPROVEMENTSSTEEL WATERMAIN ) City of Renton Call for Bids 1986 Steel Water Main Replacements in Presidents Park Sealed bids will be received until 2:30 p.m. , Wee . May. 7, 1986 at the City Clerk's office and will be opened and publicly read in th3 4th floor conference room, Renton Municipal Building, 200 Mill Ave. South. NOTE: PRE-QUALIFICATION OF BIDDERS IS REQUIRED, To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clerk's Office no later than 2:30 p,m„ Wed. April 30, 1986 . The pie-qualification submittals will be reviewed by the Engineer and the City staff for conformance with the criteria, and the experience and general capability of the proposed biduwr to complete the work proposed. All submitting parties will be notified by mail whether they have been approved to submit a bid on this protect. The work to be performed within 60 working days from the date of commencement under this contract shall includa, but not be limited to: Furnish and install approximately 4173 lineal feet of 8^ Ductile Iron Water main, Fire Hydrants, and Water Services together with all required appurtenances, and the complete restoration as set forth in the design drawings and specifications The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of $ 35.00 each set plus $ 5.00 to cover postage, if mailed. The deposit will be refunded upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5%) of the to,:al amount of each bid must accompany each bid. The City' s Fair Practices and Non-Discriminat:in Policies shell apply. Maxine E. Motor City Clerk Published: Record Chronicle: April 18 6 25, 1985 Daily Journal of Commerce: April 16 6 23, 19B5 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNIT r- �Ilt dlorah'u(k� j / !Tame o ryhw — ro3ect Reme INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state aS an initial part of the bid or negotiations of the contract whether it he participated in any previous Contract or Subcontract subject to the equal opportunity clause; and, if to, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a `Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal amploymen opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; age or marital status. This policy shall likewise apply to all contractors, subcontractors and Suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations wit!: leas than tight employees or contracts of lase than $10,000 business per alum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable percentage of minority employment will be that percentage which is currently listed in 'Appendix I' (City of Renton Coals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such Person's statue, reference the (11) categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full complianc with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and a'- information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such complianc.,. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." C' Contract Identification N Ter CERTIFICATION BY: CONTRACTOR K or SUBCONTRACTOR or SUPPLIER _ NAME: -- ADDRESS: IMI19W S.E. REPRESENTATIVES• 2 M�14 !'{Q 7— TITLE: T\ Qyi cr —1S _ PHONE: Z-r/,-0�18' 1. ontracS,�bcontractor/Supplier has participated in a previous contract or subcontract subject to Equal Opportunity Clause: es No 2. Compliance reports were required to be filed .L Yes o in connection with such contract or subcontract: _N 3• C,QAtXACIGZ{Subcontractor/Supplier has filed all compliance reports due under applicable instructions: '-Yes �No s. If answer to item 3 is "No", please explain in detail on reverse Side of this certification. CERTIFICATION; The information above is true and complete to the best of my knowledge and belief. ame of i pK er peas type or print na re Data Reviewed by City Authority: Data: PA,. 1/11/83 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTJNTTY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder - proposed subcontractor _, hereby certifies that he haspZ_ has not , participated in a previous contract or subcontract subject to i� r equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has aG , has not , filed with the Joint Reporting Committee the Director oche Office orTederal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. f7rW Ipn r^ (Company) p By: / C �eY✓Title to Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1 .5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or L•- the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rev. 4/83 PUBLIC WORK OR IMPROVEMEt7T PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10 000 (OR $15 000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses, The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term 'minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Gtimt CbmtrucUon 1 iB i?2odS.E. Certifies that: NYMNInIfir- (a) it (does (does intend to sublet a portion of the contract work and (has) (has not) taken affirmative actiin to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Cr. WMBE 1. El El of Firm, Bid Item, Results of Contacts) 2 ❑ ❑ 3. ❑ 4, ❑ ❑ 5. ❑ Mr./Ms. j,j I`c („A„o.{ c;/�� !� has been designated as the liaison officer for the administrrtion of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLkN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: Ela) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than. $10,000." Company Date BY: Title 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 goals and timetables which haare vali for the current calendar year. lTtu S te �—d Company Date ay: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject 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 job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/75 226 0418 GRANT CONSTRUCTION 12901 172 S .E. Renton, Washington y9056 May 16, 1986 AFFIRMATIVE ACTION PLAN Grant Construction hereinafter known as "Grant" . grees to the following plan in meeting its equal opportunity obligation pursuant to Executive Order 11246 , and Title VI and VII of the Civil Rights Act of. 1964. 1. Equal Employment Oppotunity Policy Grant ' s policy assures that applicants will be employed and will be treated during employment , without regard to race, creed, color, ethnicity, national origin, sex, the presence of a non-job related physical , sensory or mental handicap, age or marital status . This policy shall apply to every aspect of employment; upgrading; demotion; re- cruitment ; layoff or termination; pay scales ; and apprentice- ship or on the job training. 2 . Egual Employment Opportunity Officer Grant hereby designates Joan Grant , owner, as EEO Officer with full authority to administer and promote an active program of equal employment opportunity. 3. Dissemination of Policy Grant personnel authorized to hire, supervise, promote, demote, and terminate employees , who recmmend such action, or are involved in any of these actions will be made fully cognizant of, and will implement Grant ' s policy and contractual responsibilities . To insure the advice is carried out _the following minimum actions will be taken: Meetings of foremen, leadmen and personnel indicated in above, will be held periodically not less than semi- annually and Grant's equal opportunity policy and its implementation reviewed and explained. These meetings will be conducted by the EEO Officer. All new foremen, leadmen and personnel indicated in above will. be thoroughly indoctrinated by the Ff_0 Officer covering Grant's equal opportunity obligations within thirty days following hiring in. 4. Recruitment -continued Page -1 226-0418 GRANT CONSTRUCTION Any advertisements for employment in the newspaper shall include "Grant an Equal Employment Opportunity Employer" , or recruitment for Grant employees will be by Affirmative- Action order to the State employment Security Commission when a vacancy is to be filled by a minority group person. Grant will encourage employees to refer- minority group applicants for employment in discussions re- garding the procedure for such referral and by posting appropriate notes and bulletiins on employee bulletin boards . 5 . Personnel Actions All benefits, monetary, and working conditions will be extended without regard to race , color, religion, sex, or national origin. The following actions will be taken. Periodic inspections of Grant facilities will be made to insure non-discriminatory treatment of personnel . Wage evlauation made to insure non-discriminatory wage practices. Periodically review personnel actions for evidence of discrimination and take appropriate action where in- dicated. Investigate in full all complaints of alleged dis- crimination and take appropriate action where indicated and inform all complainants of avenues of appeal . 6. Training and Promotion Grant will endeavor to locate, qualify, and in- crease the skills of minority group employees and applicants . Consistent with requirements and as permitted within Federal and State regulations , Grant will fully utilize training programs for the contractual area and advise employees and applicants of these programs and their entrance requirements. i A program of review of the training and promotion potential of minority group employees will be conducted I and these employees encouraged to apply for same . 7. Unions Grant will seek the cooperation of labor unions in increasing opportunities for minority groups within the unions as follows : Cooperate with labor unions to develop joint ?ace -2 2260418 �. GRANT CONSTRUCTION training programs for the qualification of minority group members for membership in the unions and increasing skills for higher paying positions . Incoporate an equal opportunity clause intc all union agreements to the end that each union will be con- tractually bound to refer applicants without regard to their race, color, creed, ethnicity, national origin, sex, the presence of a non-job related physical , sensory or mental handicap, age or marital status . If the union is unable or unwilling to refer minority group applicants as requested, Grant will fill vacancies without regard to race, color, creed, ethnicity , national. origin, sex, the presence of a non-job :elated physical , sensory or mental handicap, age or marital status making every effort to obtain persons in minority groups . 8 . Subcontracting Grant will strive to utilize minority group subcontractors or those with meaningful minority group persons in their employ and use all effort to assure such subcontractor compliance with their equal opportunity riligations . 9 . Reports and Records Grant will keep those record necessary in determining compliance with its equal opportunity obligations . They will indicate: Breakdown by work classification on each city, Federal or Federally-assisted project of minority and nonminority group members employed. The progress and efforts being mar_, in cooperation wi'h unions to .increase minority gro,tp employment .�ppjrtunities . Gr.inc ' s progress ana vi`Eorts in ::scat { �{;, hiring, : raining, qualifying and minority group emplc�rees . rrny, ,,%s and efforts in r:octci.nx •.he servfc�. , c:,e suc_,ontractors noted in paragraph ; above. ou.o "t-corde ;.I IL be . ,:t6 .nea .^c raree vPs's <<..e IVd{3..3Gi e' ; the Comtec.tt(omp��:4::'R^ _�'?.s'i'ri'' at +.e-. i ani:. times , v'_'ant wi..? Su Dr, i '•' ical reports on forms furnished by _hc Compli ., .'.ion of its employees and "hose. of tts aubcor.t e ' -ny . rit . . la ruin. � 1•'�i:Ct Gt' :i Zt�,n'.{� ti 226-041 B GRANT CONSTRUCTION or more a GTRITTEN Affirmative Action Program con- sisting of a T requirements herein or with such mod- ification as is necessary to obligate the subcontractor to a program of Affirmative Action, copies of such pro- gram being retained at Grant ' s office . 10 . Goals Grant has a complement of 2 employees of which 0 are minority group individuals . An appropriate balance in the complement is 2 white, and 0 non white . Based on the company' s present rate of turnover the following goals, in good faith , are established: Being a small firm with little turnover we will make every effort in the future to employ minority work- ers as the opportunity arises . Richard Crant owner City of Renton Combined Affidavit d Certification Form: Non-Colluslon,Mtl-Trust, and Mlnler Wage (Non-Federal Aid) "ON-C%LUSION AFFIDAVIT Being duly sworn, deposes and says, that he Is the identical person who subm, red the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or made in the Interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder On the foregoing work or equipment to put In a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in an; manner Sought by collusion to secure to himself or to any other person any ad-anfege over other Bidder or Bidders. NO CERTIFICATION REi ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual eco:,oeic practice overcharges resulting from anfl-trl,st violations are In fact usually borne by the purchaser. Therefore, vendor here.y assigns to purchaser any and all cities for such over- charges as to goods and materiels purchased In connection with this wrier or contract, except as to overcharges resulting from anti-trust violations com- ma„ciog after the data of the bid, quotation, a' other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers sad subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AM MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duly sworn, deposed, say and certify that In connection will.. the performance of the work of this project. I vi 11 pay each classification of laborer, workman, or mechanic employed in the perform,.nce of such work; not less than the prevailing rate of wage or not less then the minimum rate of wages as specified in the principal contract, flat I have read the above and foregoing statement and Certificate, know the contents thereof and the substance as $et forth 'therein is true to my know lodge and belief. FOR& ION COLLUSION AFFIDAVIT, ASSIrOWNT OF ANTI-TRUST CLAIM TO PURCHASER AND MINI'1M WAGE AFFIDAVIT Name of Project Ire z Signature of Authorized 116presentativii, of Bidder Subscribed and swan to before me on this day of 19 . ter c n State Wash On idln cNA Amer;can Casualty Company of Reading, Pennsylvania CNA Plaza Chicago, Illinois 60685 BID BOND RICHARD E. GRANT dba KNOW ALL MEN BY THESE PRESENTS:That we GRANT CONSTRUCTION Principal, a,,d AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, Surety are held and firmly bound unto CITY OF RENTON Obligee. in the sum of FIVE PERCENT OF THE TOTAL AMOUNT BID------------ --------------------------------------------------- Dollars($ -------- ) for the payment of which we bind ourselves,our legal representatives.successors and assigns,jointly and severally,firmly by these presents, WHEREAS,Principal has submitted or is about to submit a proposal to Obligee on a contract for 1986 STEEL WATERMAIN REPLACEMENT NCW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee;or it Principal shall fail to do so,pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond,then this obligation shall be void;otherwise to remain in full force and effect. Signed,sealed and dated 5-7-86 RICHARD E. GRANT dba GRANT CONSTRUCT ON BY: _(Seap Princlpa AMERICAN CASUALTY COMPANY OF READING, PENN LVANIA rI by /tLJ Attorney-in-Fa et STEVEN D. SNYER 8-23054-B American Casualty Company of Reading, Pennsylvania IA*tl^dN Irnloar CNA Offices/Chicago.Illinois POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY•IN-FACT Know All Man by thew Msents. That AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a corporation duly organized and existing under the laws of the Commonwealth of Pennsylvania, and having its principal office in the City of Chicago and State of Illinois. does hereby make, constitute and appoint _ 1even D. gnypr Victoria R MnArielp. Jatlles V. Keene, Individuallv of Seattle_ Washington _ its true and lawful Attorney in Fact with lull power and authority hereby conferred to sign, seal and execute in di behalf bonds, under takings and other obligatory instruments of similar nature as follows: Wi t out m tat ors - and to bind AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA thereby as fully and to the same extent as it such instruments were signed by the duly authorized Officers of AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney IS made and executed pursuant to and by authority of the following By Law duly adopted by the Board of Directors of the Company: "Article VI—Execution of Obligations and Appointment of Attorney-in-Fact Section 2. Appointment of Attornepimfact. The President or a Vice President may, from time to time, appoint by written certificates attorneys if,fact to act in behalf of the Company in the execution of policies of insurance. bonds, undertakings and other obligatory instruments of like nature. Such attorneys in fact subject to the limitations set forth in their respective certificates If authority shall have full power to bind the Company by Visa signature and exec-ocin of any such instruments and to attach the seal of the Company thereto. The President or any vice President or the Board of Directors may at any time revoke all power and authority previously given to any attorneydn-fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the llth day of November, 1966: "Resolved, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By Laws. and the signature of the Secretary Or an Assistant Secretary antl the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or cer tlficate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power no executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." In Witness Whereof, AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA has caused these presents to be Signed by its Vice President and its corporate seal to be hereto affixed this 16th day of 19- 84 �a AMERICAN CASU9LF/ 0 Y OF READING. PENNSYLVANIA ,rPnaWrP a � State of Illinois 1 rn•u 2 �� County of Cook i so �y f / e M / 1_.. 'all Yrce President. On this—loth_—day of M . 19 84 before me personally came R. J. Wall, to me known, who, being by me duly sworn, die, depose and my: Mat he resides in the Village of Western Springs State of Illinois; that he is a Vice President of AMERICAN CASUALTY COMPANY OF READING. PENN. SYLVnNIA, the corporation described in and which executed the above nitrument: that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal: that it was so affixed pursuant to authority given by the Board of Duet ton of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of Said corporation. _I e Leslie A. Smith Notary Public. CERTIFICATE fly Commission Expires November 12, 1981 1. M. C. Vonnahme Assistant Settetary of AMERICAN CASUALTY COMPANY OF READING PENNSYLVANIA. do certify that the Power of Attorney herein above at forth Is still in force, and further certify that Section 2 of Article VI of the By Laws of the Company and the Resolution of the Board of Directors. set forth in said Power of Attorn still in force. In Iii n beof I have hereunto subsc d my name and affixed the seal o1 the said Company this day of TO� 19 1// ,txeti,r< a _ �' M. C. Vonnahme Assistant Secretary. 8231428 �yF PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif-_(A_ that he- has examined the site of the proposed work and ha S read and thoroughly understand S the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing an 'n figures. ) Signature meftedw Address A 9 c Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at 1986 STEEL. WATER KAIN REPL 14CENIENTS IN PRESIDENT PARR 13C::"M VLJLE OF PR I CEt3 tMr•.. uw/e •.�+.• +•. •ate 1n,.r•. u/ w.r�.n•/rw• rwr e•era •.•Yw• •i w/r �u•� w• •wr�w. t•w•.. Yw/• ••-/.•• /w w•ew .».r• •wr I/�Yr•I wwr ..w•.• ••w�//•• •••u.• •w. M./Y�•n •. ev�•r rr..r• •w.aa n..vwu_a IITEMI APPROX. 1 ITEM WITH UNIT PRICED 8I0 1 MIT PRICE 1 AMO1lNT 1 1 M0. 1 OLAWITY 1 (gait Prim to ba grittsa is Mords) IDOLLJIRB CT8. I0OL.LARS CT8. t I 1 I SCHEDULE A• I I I t 01. t 4173 1 •/ Ductile Iron Pips(Tyten Joint) I t t I I Lineal Footl 1 t l f 1 t • �,a[ fc-a b�//,cs 61�,7a �T;r CA--al I I I ►er Lineal Foot tuo-rrls) I (Figures) 1 1 I I 1 I 1 i 1 02, 1 77 1 6' Ductile Iron PipatTyton Joint) t 1 t I t Lineal Foot! ? f e6 l l t 1 =sK;��1 toes S..,e.,fi� ��-caws 1 /6- _�/,� f°�. • -� l 1 I I Per Lineal Foot 1 I 1 t I 1 t I I 1 03. 1 155 1 4' Ductile Iron ►ips(Tyton Joint) 1 I I 1 t Lineal Foott 1 I I j� �e _ I 1 1 }�i�km.r 1 1 I Per Lineal Foot I I 1 I I /� I 1 04. 1 >< 16 t B' Bate Valve with 1 I 1 I I Each I Cast Iron Valve Box I QQ f 1 I I I • T?✓Q_ viv L �o z i �� -..._ I (aVQt3• _ { 1 I t Per Each I l I I t 1 03. f 3 1 6' Bata Valve with I ! I t f Each I Cast Iran Valve Box 1 I 1 •lu.. lii..,-frw_l S•ti� �4-•yyp 11s/�eG� I le'S• � I 7QS �� t t I Per Each 1 t I I f 1 1 t 1 06. t 1 1 41 Sate Valve with 1 I I t I Each I Cast Iron Valve Box I ! I 1 1 1 I o0 ! ac3 I f f i t UNctrFt.L z��„To66(�,cS I ,a43,j -� t08' I i t I Per Each t i t t I 1 07. 1 8 1 Standard Fire Hydrant Asseably I I 1 t I Each I t 1 1 I 1 I I as t an 1 I t I t-rhi _FA �Si4 Sze,-4 ! 1 3 �"7 �i L�7 U9lQ •� 1 l 1 1 Per Each t 1 1 I OS. 1 1 1 20 Porsanent Blow-oii Asseably 1 I 1 I I Each I 1 t t { cad 1 a+ I t t I • r- '—` v h ��. D o l l2� I Fsao - z i $C� •� t 1 I Per Cach I I 1 I i 1 i 1 Page - 1 1986 STEEL WATER MAIN REPLACEMENTS 1N PRESIDENT PARE £30HIEDI.I1--E OF PR Z CEIB rM•f/• unrf err//• ♦•r rrr rf/ee. err ewf/hflsn/ .-V f•fer res4nf •♦ /4/f r♦ /h l..n• Ih e.. uWst err f/w rn /etl. ..'W. •n• er/Yr e♦ •n./ Yh/r• /•wlrlrf s/f Yr/ ehf grlf f•n •r fYe/� ..erle eh•lr pi•rrr r.A ----------------------------------...---------------------------------"------- 1ITEM1 APPROX. 1 ITEM WITH MIT PRICED BID I UNIT PRICE—1 AMOLINT I 1 NO_1-9YANTITY— CT l (11ait Prices to 6e Nrittea ia—NordsllDOLLARS S (DOLLARS--CTEl 1 ------- ----- — t I SCHEDULE A" _ — 1 09. 1 to I Cesent Concrete (or Thrust Blocking 1 I 1 Cubic Yard t 1 I t f . 01 _ /O t �j(� 1'E 1�1a' 1 t ! I Per Cubic Yard (Words) t (Figures) t t i t I 10. 1 110 I Asphalt Cor.crate for Pavement and I 1 S I Ton I Driveway Patching I 1 1 I I i I 1 1 I Per Ton I t I t i I t I It. t 860 1 5/0• Crushed Rock for Backf111 , I t 1 I Ton I and Top Course I t I t y 1 I 1 f Qke e&NT 1 { I Per Ton I I 1 ! t 1 ! ! 1 12. 1 40 1 Restive and Replace Cesent Concrete I 1 ! 1 I Square Yardl Driveway and Sidewalk ► 1 1 1 t i —' 1 or t 1 1 Per Square Yard 1 1 i 1 I I I 1 13. 1 510 1 Resove Lawn and Restore With Bad I y 5 I 3>5 1 I 1 Square Yardi ^/„v� 1 ,tB; I / ��f, 1 1 I t 1 t ! 1 : llTulvn� palfArs ef�'►'$ { 1 I I i t Per 1 are and I I 1 1 I 1 t 1 14. 1 122 1 Restive and Replace Cesent Concrete 1 I 1 1 I lineal Footl Curb and Butter : -CDC i I 1 Per Lineal Foot I I I 3 1 t 1 15. : 1054 1 Bank Run Gravel for Trench Backfill 1 1 i I I Ton : d�l� eEryT a i /8 s`f I I t Per Ton I t t I I t 1 16. ! 38 1 Water Service Type I 1 I I 1 I Each 1 t t I : Oivg ! 1 ! Per Each I t I I 1 t 1 I Page - 2 1986 STEEL RATER MAIN RRPLACEMffi7TS IN PRESIDENT PARR E3CHEI7ULE OF IPR I CEE3 lM�fY. uwlr Irlwrr Irr rIJ I<rw�. rJJ wrfrwflrwr rwr ft.f rl rYruwf rI ►Jr ------------------------------------------------------------------------------ t•Yrf ►r rl.r rw. tjAOr Ywlf rrlCwf lw •r!w rOI•./w wwI rf(/MI wI rwrrw w rwlllwf rrsYrw f/.r rrlffYw sr <YIrI rrr rr rwrJJ �IrYrIJ.J IITEMI APPROX. 1 ITEM WITH UNIT PRICED SID I LIMIT PRICE 1 ASgINT I 1 M0. I 11*KITY iffait_Prices to !r YritSea is Nords/ 1+ G + �MCT6. t01"� C76. 1 1 1 I SCHEDULE A• I 1 1 1 17. 1 43 1 Motor Service Type 11 1 1 1 1 I Each I 1 1 I t 1 1 ZOkE�vA.Jclpel f ' l c�� S 1 /$O • 1 io, 'f5d. _ { 1 1 1 Per Each (Mords) I (Figures) 1 I I t I 1 I I I IS. 1 3 1 Motor Service Type III I 1 t I I Each I 1 1 I S CIR //r✓�/�v� Se_va.7�a�ik /G�ts 1 /7� 1 ��' { I { I Per Each 1 1 t I I ! 1 { 1 1 19. 1 1 1 Construction Staking and As-Built I 1 1 1 I lump Sue I Notes and Drawings 1 t { t I 1 fTIAr�•z �a .�f LZII�as i 3a� t 3 crn 1 { 1 I Par lump Sum 1 1 1 t t 1 I I I Pf< Subtotal Schedule •A• x7 6.1% Sales Tax Total Schedule •A• i /5ij DS Z ICU Page - 3 v vuww�. v • .•.vw (Note: ',ut prices for all item, all extensions and total Yount of aid scut be shown.. Show unit prices in both words and figures and where osnflic, occurs the written or typed words $hall ptevall.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. I QUANTITY funit Prices to be written in WordsJ DOLLARS CTS. DOLLARS CTS. THE UNDERSIGNED BI1 DER HEREBY AGREES TO START CONSTRU- ION WORK Oil THIS PROJECT, I AWARD HIM, NO IA ER THAN TEN (10) DAYS AFTER FINAL E ECUTION AND TO C LETE WITI IN WOLKING DAYS A ER STARTING CONSTRUCTION. DATED LT THIS DAY 0 198 ' ACXNOW.EDCEMENT OF RECEIPT OF ADDENDA: I NO. ATE NO ATE �NO— ATE SIGNED TITLE NAME OF COMPANY ADDRESS Gnat 0 CH en , CITY/STATE/ZIP TELEPHONE 2 z i CITY OF RENTON STATE CONTRACTO S BUSINES i LICENSE / Cz Cn l LICENSE T „ z`ff GRANT CONSTRUCTION UNDERGROUND UTILITY CONTRACTOR GRANTC '246P i 12901 172NO S. E. RENTON.WA 98056 2Z6-041 S May 16, 1986 City of Renton 200 Mill Ave. S. Renton, We. 98055 Re: Water Project NW-831 ,r Ron, Listed below are the authorized signers and a copy of their signatures. These are the only people authorized to sign contracts, change orders and other important documents. J J a ant 'Richard E. Grant Yours uly, Richard E. Grant jlg 7. BOND k931 30 91 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned GRANT CONSTRUCTION CO. as principal , and AMERICAN CASUALTY COMPANY OF REDDING PENNSYL\hV0$pration organized and existing under the laws of the State of PENNSYLVANIA as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ 145,805.22 for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This c',ligation is entered .nto in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at iv y Washington, this day of 91L, Nevertheless, the conditions of the above obligation are such that : — WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for 4W-831 1926 C� WATFRMAIN RFPIAfFMFNT TN PRFSIDFNTS PARK which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS, the said principal has accepted, or is about to accept , the said contract , and undertake to perform the work therein provided for in the manner and within the time set forth; NOW. THEREFORE, if the said GRANT CONSTRUCTION CO. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carry iny on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any ca-e- lessness or negligence on the part of said principal , or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect . xGRANT �� "; AMERICAN CASUALTY COMPANY OF REDDING, PENNSYL- /. f VANIA STEVEN D. SNYER, ATTORNEY-IN-FACT Revised: 8/16/83 American Casualty Company of Reading, Pennsylvania IN$41%.4wGe eaow cap► Ofhcas'Chicago. Illinois POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEYAN-FACT Know All Men by thou Presents, That AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA, a corporation organized and existing under the lams Of the Commonwealth Of Pennsylvania, and having Itc principal office m the duly City of Cn¢duly and State of Illinois, does hereby make, constitute and appoint 5teven D. Snyer Victorf B Megrijp. James V. Keene, Individually - of_ea_ttlp. Washington -- +fs true and lawful Attorney in Fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds.under takings and Other obligatory instruments of similar nature as follows: — Wit out m tat ons — and to bind AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA thereby as fully and to the same extent as if such instrumerts were signed by the duly authorized officers of AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the following Bylaw duly adopted by the Board of Directors of the Company: "Article VI—Execution of Obligations and Appointment of Attorney-in-Fact Section 2. Appointment of Attorney in fact. The President or a Vice President may, from time to time. appoint by written certificates attorneys mfact to act in behalf 0f the Company m the execution of policies of insurance. bonds. undertakings and Other obligatory instruments Of like nature. Such attorneys in fact. subject to the Iim Rstions Set forth in their respective certificates Of authority shall have full power to bind the Company by their Signature and execution Of any Such instruments and 10 attach the seal of the Company thereto. The President or any Vice President or the Board of Directors may at any time revoke al: nower and authority previously given to any attorney in fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the I11h day of November. 1966: •Resolved. that the Signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 M Article VI of the By Laws, and the signature of the Secretary or an Assistant Secretary and the Seal of the Company may be affixes by facsimile to any certificate Of any such power and any Such power or cell tificate bearing Such facsimile signature and seal shall be Valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed Shall. with respect to any bond or undertaking to which it is attached. continue to be valid and binding or, the Company" In Witness Whereof. AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed this 16th day of . 1984 s AMERICAN CASU, 0 Y OF READING, PENNSYLVANIA State of Illinois 1 County of Cook 1 $s all vice President. On this , If1.th.___. day of _ M _, ls.84, before me personally came R. J. Wall, to me known, who, being by me duly swan. did depose and my: that he resides in the Village of Western Springs State of Illinois: that he is a Vice President of AMERICAN CASUALTY COMPANY OF READING, PENN. SYLVANIA, the corporation described in and which executed the above instrument. that he knows the aeal of sold Corporation: Mat the seal affixed to the said instrument is such corporate seal: that it was 50 affixed pursuant to authority given by the Board io Dais tors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of of uio corporation. 1.eUBLib/ NOTARY�� L Leslie Leslie A. Smith Notary Public CERTIFICATE My Commission Expires November 12, 1986 I. M. C. Vonnahme , Assistant Secretary of AMERICAN CASUALTY COMPANY OF READING PENNSYLVANIA, do certify that the Power of Attorney herein above set forth is still in force. and further certlty that Section 2 of Article VI of the By Laws of the Company and the Resolution of the Board of Directors. set forth in said Power of Attorney/i�r 11 m force. In testimony wfiereo ve hereunto ubs i►ed my name and affixed the teal of the said Company this — day of �19 {. l.tY'ah.re x 8431428 M. C. Vonnahme Assistant Swi tary. �t r:�o DEPARTMENT OF LABOR AND INDUSTRIES 71SERTIf1ES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A L.1-2-901- GENERAL ION NUMBER T (ePMARON OAtE STATE OF WASHINGTON AD SE WA 9805E z-zay-ra�g:r'r.arly a--s:ar�ar'raa^►arra.rra•si 1 [:,,n 1 2/2 w/ • fi CITY OF RENTON BUSINESS LICENSE v . = 'E f;rt f T T D4J. l 12��i1 1 ?=F1V♦ Sc FINANCE DIRECTOR ee Iles made application for a City of Renton Business License In accordance with the yrovb f Title V,Business Regulations Chapter 1,Code of General Ordinances of the City,of Renton rees to comply with all the requirementsof said ordinance.Licensee shall further comply with all other City Codes,Ordinances,State Laws and Regulations applicable to the business ac. censed hereunder.T CCNSTkUCT:0;4 1I�Nu. 55N 1.: a 1 ii - /+• ,F��..dd Fes• crd, 1 . •e. l's` a'wi` s � a '��• x. _ .� _5/16/86...�_. :Y.. "SUED AS A MATTER OF INFORMATION ONLY AND CCN 1AS ITIFICATE HOLDER.THIS CERTIFICAT9 GOES NOT "OVERAGE AF90RDEO BY THE POLICIES OELOMN T FRED S. JAMES & CO. OF WASHINGTON 1.00 - 4TH & BLANCHARD BLDG. ;;;;.gPINNIES AFFORDI14G COVERAGE SEATTLE, WA. 98121 - ' CNA INSURANCE COMPANY _ ------- .. — - _ sCOTTsDALE INSURANCE COMPANY GRAdT CONSTRUCTION COMPANY 12901 - 172nd S.E. Renton, WA 98056 XMPAW 1 LETTER ,1 THIS IS TO:%RT.FY THAT PMtCIE-:OF'NISURANCE LISTED BELOW HAVF•:EEN ISSUED TO T�E IN^UPED NW I)1lOVE FOR THE POUCY PERpOINDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CtV:TRaOT C 1 OT:!!-.H OCCU:4ENT NI"' 'S.PCT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY FERTAIN,THE INSURANCE AFFORDED BY TH£POI16es Cs=q umh£Rrla is SLIBJc L i:IE TERMS.E.%CLUSIONS.AND CCNC4 TIONS OF SUCH POVCIES. 9iu Tv u S IN THOUSANDS oY TO TYPE C F F �NSUPANCE r, , . ,.L • u 1 Y3GfiEGAtE GENERAL UASSJTY A COMPREMit,E/E F:)YAI ------- '11FM. ',SES+OPERATGNS T ' N ILAFSE NA2TJ0WON _. .... ' Y' ^RWUOTG'ODWRETEO OPERATIOMS C01099TUAL 1 5 02147614 1/l/86 1/1/87 '�``'�" 500♦ �" 500, rtmEPENDENT OONI0.ACTOR$ I --- BROAD FORM PROPERTY DAMAGE S.a..L aRV s 500, � "RSOt:AL ifw;Ji. _ I AUTOMOBILE LIABIUTY A ANY AUTO ALL OWNEO AUTOS i^RIV.PASS.1 ALL OA'NED AUTOS IV PAS$ X HIRED AUTOS XX kVWNNEOAUTOS 1 3 02147615 l/l/86 1/1/87 GARAGE LM U Y j 500, EXCESS LIABILITY LM018423 - 1/1/86 1/1/87 1 ,000, - 1 ,000, B I•ABRELLA FORM - OTHERTHANUMSRELLA:ORLI -. -- ------_- --- - "" WORKERS'COMPENSATION I --TgAND j EMPLOYERS'LIABILITY 1' OTNER o i;cFIPTIONOFOPERA^ONSILOCAi7oN.N(Nu—i >' The City of Renton and It's Engineers are Additional Insureds as respects Water Project #W831 _ ♦ • ,.. _!.. �FY eY:X � ure[^rraY.uYw. HOULO ANY OF THE ABOVE UESCRiSED POLICIES BE CANCELLED BEFOnE THE E%- PIRATI^.' DATE THEREOF. `iiy I13iU1HG COMPANY '.PILL 4NOEAVOR TO 'AAIL Its Ai VIM TTEN 1OT I--TO TIIE C::RTF L:AT_HOLDER NAMED T In ,y C TY OF RENTON LEFT BUT FAR.UNE TO MAIL SUCH KOPCE SHµL IMPOSE No OBLIGATION OR LU .m t F ANY PON THElPANY, IT^ OR REPRESENUTIVFS. ;A RENTON, WA 98055 au M I'�^ IE E4t • -- J l� ; �-'. —JAM P. SAMMON I of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this .� i day of by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Grant Construction Co. hereinafter referred to as "CONTRACTOk." WITNESSETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within 60 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manlier, in connection with the City's Project (identified as No. W-831 for improvement by construction and installation of: 19$6 Steel Watermain Replacement in _Presidents Park All the foreqoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2of7 Contracts Cther lhan Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the U ty's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or aris .ng under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) Ttis Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps 8 Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i ) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his a editors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 l Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contrac�, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does ;iot commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may tame over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in additioi, to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including lots of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold 'harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall , without failt on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any o the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such 5of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 60 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated aid agreed that the damages to the City occasioned by said delay will b.' the sum of Two Hundred Ten Dollars and No/100 ($210.00) (Sec. 1-08.9 , as liquidated damages (and not as a penalty) for each such day, which ;hall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FHWA 6 of 7 obligated to take irtmedipte steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this Contract is the sum Of One Hundred Forty-five ($145,805.22) Thgusand Eight Hundred Five and 221100------ , which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set i his hand and seal the day and year first above-written. CONTRACTOR. CITY OF RENTON Richard E. Grant President/Partner/Owner Mayu— r --r ATTEST: y ecretary City Clerk_ d/b/a GRANT CONSTRUCTION CO. irm Name Individual X Partnership Cot ,)oration A Corporation State—o ccorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing busi ,ess as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. raCIT1 OF RENTON INSTRUCTIONS FOR E.E.O. CONTRACT COMPLIANCE REPORTING ru (Ref: Title VI Civil Rights Act ; Executive Order 11246, and City Resolution 2340) 1. This City of Renton Equal Employmen Opportunity Reporting System will apply to all contracts in excess of $10.000 awarded by the City, except for those contracts which involve separate State Highway Department or federal E.E.O. Report requirements. (See attached Sample Report Form - City of Renton) 2. EEO Reports for each month are to be submitted during the first week of the following month while a contract is in progress. Separate Report Forms will be used by the Prime Contractor and by each Subcontractor. The Prime Contractor is responsible for obtaining, verifying and submitting the reports relating to Subcontractor EEO performance. All reports are to be delivered to the appropriate City Project Engineer, and will be considered a prerequisite to the processing of Monthly Progress Payments. rr 3. In the event that a contractor is involved with more than one City Contract at a given time, each contract is to be reported r separately. Under no circumstances will EEO statistics for multiple projects be combined. 4. Monitoring of EEO Compliance will be related to the Goals and r Timetables contained in the Affirmative Action Dian as confirmed by the Prime Contractor in connection with the bidding process. (The Prime Contractor should obtain an Affirmative Action Program r from each of the Subcontractors.) when the City' s Project Engineer is not satisfied with the EEO performai,ce on a specific project , an attempt will first be made to resolve the problem by direct liaison with the Prime Contractor. If a satisfactory conclusion r is not negotiated, the matter will then be referred to the City' .. EEO Officer for further evaluation. A ten-day "show cause" will be sei._ to the Contractor before any further referral of a problem to the City Affirmative Action Steering Committee, and possible subsequent action by the City Attorney. r r� r Revised 1/8/75 rRevised 7/8/8U CONTRACTOR/SUBCONTRACTOR �4% Y G ,t REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT . �^y 4- . Month: Year: To be submitted to the City's Project �� Goals and Timetables as committed Engineer during the 1st week of following in Contractor's Affirmative month while contract is in progress. Prime Action Plan % Contractor is responsible for obtaining and s,hmittinq all Subcontractor Reports. or per City's Plan 9.1 To; (Hue and location of Cosipllance Agency nept.) From: (Naae and location of contractor) This report is required by Executive Grder 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. % 5. o. mine_ Total total work Hours of Employment (See footnote) rlty number umber of of C' and a• • • T* l . • u/h of minor It Fapby• flu- His- erian/ Total total Comyat�•�s Name (I.D. ) Trade tlons Tota Black panic ndlc113c ?e_ v.T e.p oy- eea land •ae C A Tr C A Tr AD Ty IL I Tr AD An Tr AD C A t, A T T Tr V AD_ Tr 7 Cc=pany official's Signature an a ➢ae Si ned 9• Telepho ne i,umber (Include Area Code' Rev. 11/77 (*Males G Females, **Minorities G Non-minorities) Page Of 7/80 (Submittal Requirements S City's Goals/Timetables) -- — INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . Only those crafts covered undar applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the tct�l work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker -* , the trade. (C - Craftworker - Qualified, Ap - Apprentice, Tr - Trainee) . 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column e.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number cf all employees working in contractor's aggregate work force during reporting period. * Minority is defined as incleding Blacks, Hispanics, American Indians and Asian and Pacific Islande.s - both men and women. RE UIREMENTS FOR THE PREVENTION OF E14VIRONT1ENTAL POL IC NXTURALRrsO[JfFCES In accordance with the provisions of Chapter 62, Laws of 1973 , H.B. 621 , the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances , and resolutions : Kin e opme Count Ordinance No. 1527 requires BuilAing and Land evnt ivision an3�aulics Division review of grading and filling permits and unclassified use permits in flood hazard areas . Resolution No . 36230 establishes storm dra:.n design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services . Reivew by Hydraulics Division. King Count Ordinance No. 800, No. 900 No. 1006 and Resolution °• °• o, o . an No. contained in King County Code titles 8 and 10 are provisions or disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Pu et Sound Air Pollution Control A enc Re ulation I : A regu- ation to con t e emission o air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act , R.C.1V. 70. 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A. C. 18- 02 : Requires operator, of stationary sources of air contaminants to maintain records of emissions , periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. Sec Puget Sound Pollution Control Agency Regulation I . R.C.W. 90. 48 : Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game , fish, and ether aquatic life , and the industrial development of the State , and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of 'Washington . It is 4nlawful to threw drain, run or otherwise discharge into any of the water of this State any organic .r inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of $5 , 000/day for each violation. R.C.W. 70. 95: Establishes uniform statewide program for handling so i wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes o ) or , a, the surface of the ground or into the waters of this State 't at a solid waste disposal site for which there is a valid p. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04 . 370 : Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building, roads , campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists . R.C.W. 76. 04. 010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions . R.C.W. 70.94. 660: Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations . R.C.W. 76. 04. 310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means , ail forest debris cut t!-ereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R.C.W.. 78 .44 : Laws governing surface mining (including sand, graver,,stone , and earth from borrow pits) which provide for fees and permits , plan or operation, reclamation plan, bonding, and inspection of operations . W.A.C. 332-18 : Delineates all requirements for surface mined land rec amation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 , 1902 : Author- izes Secretary of Arm__y7a_n_=orps of Engineirs to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act�PL92- 500 T6 .,tat . ut orizes the Secretary o the Army, actin'ng tarough tine Corps of Engineers , to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites . Permits 'may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act a roved March 3 1899 : Provides that isc arge o re use wit out a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with tt;e U. S. Attorney and share a por- tion of the fine. -2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS : KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. ZS789 requires an unclassified use permit or i ing, quarrying jincluding borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on fate s ore Ines . ermit acquired by Public Works and reviewed by Building and Land Development Division. Kin Count Ordinance No. 1488 requires permit for grading , land 1 s, grave pits , dumping , quarrying and mining operations except on County right—f-way. Review by Building and Land Develop- ment Division. WASHINGTON . fATE DEPARTMENT OF FISHERIES AND GMT Cha ter 1 12 Laws of 1949: Requires hydraulics permit on certain pro'Jects. tying ouniy—bepartment of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173 220: Requires a National Pollutant Discharge Elimination ystem permit before discharge of pollutants from a point source ir.to the navigable waters of the State of Washington. W.A.C. 372- 24 : Pernit to discharge commercial or industrial waste waters into'9tate surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge which contains turbidity. ) W.A.C. 508-12- 100 : Requires permit to use surface water. W.A.C. 508-12-190 : Requires that changes to permits for water use e reviewed y t e Department of Ecology whenever it is desired to change the purpose of use , the place of use , the point of withdrawal and/or the diversion of water. W.A.C. 508- 12- 220: Requires permit to use ground water. W.A.C. SOB-12- 260: Requires permit to construct reservoir for water storage . W.A.C. 508-12- Z80: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control lone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc , ) . -3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04 . 150: Requires burning permit for all fires except or sma.l out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04. 150 , 76. 04. 170, 76. 04. 180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.Iq. 76. 08. 030: Cutting permit required before cutting merchant- aEre timber. R.C.W. 76 . 08 . 275 : Operating permit required before operating power equipment in dead or down timber. R.C.W. 78. 44. 080 : Requires permit for any surface mining opera- tion inc u ing sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899 : Requires permit for( structicn (other t. an ri ges , see S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52. 28. 010, 52. 28. 020 52. 28. 030, 52. 28 . 040 52. 28 . 050: Provides aut ority or, requirements o an pens ties or ailure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of Riv,�r and Harbor Act of March 3 1899 , General Brid e Act of—March 23, , an Gen ri a Act o as amen e u ust . Requires a permit tor construction of brTrg—eon navigable waters (King County Department of Public Works will obtain) , King County Department of Public Works will comply with pertinent sections of the tillowing laws while securing the afore- mentioned permit : Section 4(f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02(d) (2) (iii) of Rye _ulation I : Request for verifica- tion o popu ation`Tsiiy .—contractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section 9.04 (particulate matter- -dust) , and Section. 9. 15 (preventing particulate matter from becoming airborne) . -4- PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Chapter Ic , Part 61 : Requires that the Environmental r-R ection gency Fe--n-6Tt3Lf1e-a S days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than S dwelling units) . The above requirements will be applicable only where called for or. the various road projects . Copies of these permits , ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building , Seattle, Washington, 98104 . It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made . All permits will be available at construction site . - S- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 02. 1986 OCCUPATICN: FLAGCFRS LOCATION : CLALLAM. GRAYS HARBOR . ISLAND. JEFFERSCN. KING. KITSAP. LFWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BCUNDARY FXTFNOEO DUE WEST TO THE PACIFIC OCFANI, PIFRCF. SKAGIT. SNOHOMISH, THURSTON, WHATCOM COUNTIES , AND YAKIMA COUNTY (THAT PORTION LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENrF ITS 3. 43 S/HR. FED G STATE WAGE RATES OCCUPATION CCCUPATICN STATF FFDERAI CCOE DESCRIPTION RATF RATE 260-0010 FLAGGER 10.76 26C-0020 FLAGMEN -- 10.78 CTHFR 260-9010 STATE : 014FRTIMF - ALL HCURS WORKEC IN EXCESS OF B HOURS PER DAY OR 40 HCLRS PER WEEK SHALL BE PAID AT ONE AND CNE HALF TIMES THE REGULAR RATE OF PAY. 26C-9260 FEDERAL : FOOTNOTE NC•: REDUCED RATES AS IN- DICATED IN THE WAGE DECISION MAY PE PAID ON PROJECTS WHICH HAVE A TCTAI VALUE OF LESS THAN S3.000.000. EXCLUDING THE CCST OF FLFC- TRICAL . MECHANICAL. AND UTILITIES. UTILITIES INCLUDE SANITARY AND STCRM SEWFRAGF AR[) FACILITIES FDA THE DELIVERY OF WATER . 26C-9261 ELECTRICITY. GAS. A►.D CCMMUNICATICNS . CITY OF RFNTON W-831 STEEL WATER MAIN RFPIACFMFNTS PAGE 1 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE FATFS APR Il 02. 1' 86 OCCUPATION: LA80RF.RS (SEWER G WATER LINE CONSTRUCTICNI LOCATION: CLALLAP. GRAYS HARBOR . ISLAND. JFFFFRSC ., KING. KITSAP. LEWIS. MASO.„ PACIFIC (NORTH OF WAHKIAKUM COLn #Y NORTHFRN 6CUNDARY FXTFNOFD DJF WEST TO TFF PACIFIC OCFAN). PIERCE. SKAGIT, SNOHOMISH. THURSTON AND WHATCCM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1 . 75 f/HR . STATF PENSION 1 .55 f/HR. STATE TOTAL HOURLY BENEFITS 3. 31 E/HR. FFOFR4L TRAINING FUND . 13 E/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FFDFRAI CODE OESCRIPTICN FATF RATF 360-0010 GENERAL L ABORFR 13.80 13.80 360-002() PIPFLAYER 14.28 14. 20 360-0030 TOPMAN 14.14 14.14 CITY OF RFNTON W-831 STFFI. WATER MAIN REPLACEMENTS PAGE 2 HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 02. 1986 OCCUFATION: POWFR FOUIPMFNT OPERATORS (SEWER 6 WATER CCNSTRUCTIONI LOCATION: CHELAN, CLALLAM. DOUG,AS. GRAYS HARBOR. ISLAND, JEFFFRSON. KING. KITSAP, KITTITAS, LFWIS. MASON. PACIFIC. PIFRCF. SKAGIT. SNOHOMISH. THURSTON. WHATCOM ANC VAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.95 S/ HR . STATE PENSION 2.00 S/HR. STATF TOTAL HOURLY BENEFITS 4. 01 S/HR. FFr)ERAI TRAINING FUND .21 S/HR. STATE WAGE RATES OCCUPATION rCCUPATION STATE FFnFRAI CODE DESCRIPTION RATE RATE GROUP 1 580-0040 BACK FILLER 16.92 16.92 580-0030 BACKHOE 1780 CASE TYPE AND LARGER WITH 16 .97 16.92 ATTACHMENTS) SSC-01 0 CLAM 16.92 16. 92 590-0120 CRANE 16.Q2 16 .g2 580-0130 DITCHING MACHINE 16.92 16.9? 580-0150 DOZFR ( ALL CAT. TYPE D-3 AhD LARGFRI 16.97 16.92 580-C16C ORAGLIN� 16.92 16 .g2 580-0190 FRONT-FND LOAOFR 12YDS . AND OVER ) 16.97 16. 4;2 58C-0210 MECHANIC 16 .92 16.97 590-0220 MECHANIC WELDER 16 .97 16 .97 580-0240 MOTOR GRADER 16.g2 16. 92 58C-031C SCREED 16 .02 16.(;7 580-C330 SHOVEL l3 YDS . AND UNDER) 16 .92 16.97 580-0350 SInF BOOM TALL CAT, TYPE D-3 AND LARGFR ) 16.92 16. 9? GROUP 2 580-0020 BACKHOF 46RO CASE TYtF ANO S4AILFR WITH 16.425 16.475 ATTACHMENTS) 580-0050 BENDING MACHINE 16.425 16.475 580-0063 BOOM TRUCK (S7AT1nNARY ) 16.475 16.425 SRC-0070 ROPING MACHINE 16 .425 16.425 580-0090 COMPACTORS 16 .425 16 .425 580-0140 DCZFR ( ANY TYPE SMAILFR THAN CAT D-31 16.425 Ib.4>5 CITY OF RFNTON W-831 STFEL WATFR MAIN REPLACEMENTS PAGE 3 HWY-R32320-A4 PREVAILING MINIMUM HOURLY WAGE RATFS APRIL 12 . 1986 OCCUPATICN: POWER F011IPMFNT OPFRATCRS ISEWER 6 WATER CCNSIRLCTIONI LOCATION: CHELAN, CLALLAM. DOUGLAS, GRAYS HARBOR . ISLAND. JEFFERSON. KING. KITSAP, KITTITAS, LEWIS. MArCN. PACIFIC. PIERCE. SKAGIT. SNOHOMISH. THURSTON, WHATCOM ANC YAKIMA CCUNTIFS. WAGE RGTES OCCUPATION CCCUPATICN STATE FFOFRAI CODE DESCRIPTION RATE RATE GROUP 2 580-0170 DRILLS (LERrI TYPF) 16 .425 16.42; 580-0181 FRONT-FND LOADER IUNDFR 2 YO .) 16.425 16.425 58C-0200 GIN TRUCK 16 .425 16.425 SRO-0230 MECHANICAL GREASER ILARGF GREASE TRUCK) 16 .425 16.475 580-0270 PAVING Mi,CHINFS 16. 425 16.425 SBC-028C POT FIREMAN ( ENGINE OPERATED ABCVE 3 BBL . 1 16.425 16 .425 580-0300 ROLLERS 16.425 16.425 58C-0320 SERVICE PLOW 16-425 16. 425 580-0340 SIDE BOOM (ANY TYPE SMALLER THAN CAT D-3 ) 16 .425 16.425 580-0360 TRACTAIR 16.425 16.475 580-0330 WELL POINT SYSTEM 16.425 16.425 GROUP 3 580-0010 AIP COMPRESSOR 14.4t 14.46 580-00BO CHAIN TYPE DITCHFR (OITC.H WITCH ) 14.46 14. 46 580-0110 CONCRETE SAW 14 .46 14 .46 580-0260 Oil -GRFASFR 14.4E 14.4a 580-0250 OILER 14 .46 14.46 58C-02o0 PUMP 14 .46 14 .46 580-0370 WELDING MACHINE 14.46 14 .46 OTHER 580-9910 STATE : OVERTIME-ALL WORK PERFORMED IN EXCFSS OF 8 HOURS DER DAY OR 40 HOURS PER WEEK AND ALL WORK PERFORMED CN SATURDA\ S IEXCEPT MAKE- UP DAYS ) AND SONCAYS SHALL BE PAID AT ONE AND CKE-HALF TIMES TIE PFGULAR RATE OF PAY. ALL wORK PERFGPMEO CN HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY CF RFNTON W-831 STEEL WATER MAIN REPLACEMENTS PAGE 4 HWY-R3232D•'AA PREVAILING MINIMUM HOURLY WAGF RATES APkIL 02. 1946 OCCUPATICN: SURVEYORS LOCATION: CLALLAM. GkAYS HARBOR , ISLAND, JEFFFRSEN, KING . KITSAP. LEWIS. MASON, PACIFIC, PIFRCF. SKAGIT, SNOHDMISH. THURSTDN AND WHATC.OM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BFNFFIT - PAPTY CHIEF 1 .50 A/HR . STATF TOTAL HOURLY BENEFIT - INSTRUMENT 1 .00 S/HR. STATF PEFSCN TOTAL HOURLY BENEFIT - CHAIN PFRSCN .TO S/HR . STATE WAGE RATES OCCUPATION OCCUPATION STATF FFDERAL CODE OESCRIPTICN F.ATF RATE 720-0010 CHAIN PERSON 9.25 -- 720-0040 INSTRUMENT PERSON (JUKICR ENGINEER ) 11.00 -- 720-0070 PARTY CHIEF ( ASSISTANT ENGINEER) 11 .50 -- CTHER /20-9010 STATE : DVFRTIMF - ALL HOURS WORKEC IN EXCESS GF A HOURS PER DAY OR 40 HCURS PER WEEK SHALL BF PAID AT ONF AND ONF-HALF TIMES THE RFGULAR RATE OF PAY. CITY OF RFNTiN W-831 STFFL WATER MATN REPLACFMENTS PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATFS APPII 02. 1996 OCCUPATION: TFAMSTERS LOCATION: CLALLAM. GRAYS HARBOR , ISLANC. JEFFERSCN. KING. KITSAP. LFWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BCUNDARY EXTFNDFO OUF WFST TO THE PACIFIC OCEAN ). PIERCE. SKAGIT. SNOHOMISH, THURSTON. AND WHATCCM COUNTIES . FRINGF BFNFFITS HEALTH AND WELFARE 1 . 89 S/HR. STATE PENSION 1. 75 S/HP. STATF TOTAL HOURLY BENEFITS 3.64 S/HR. FFOFRAL TRAINING FUND . �0 F FOE RAI WAGE RATES OCCUPATION CCCUP:.TION STATE FFOEPAL CODE OF SCR IPT1CN RATE RATE GROUP 3B 73C-0140 BUS OR EMPLOYEE HAUL 17 .16 -- GROUP 1 7"-A145 CHECKERS 17.OF 17.C6 7'_ 'QO LEVERMAN AND LOADERS AT BLINKERS AND 17.06 17.06 BATCH PLANTS 73C-12JO SWAMPFR 17 .OF 17.06 GROUP 1A 730-1610 WAPEHOUSEMAN AND CHFCKFPS 17.0E -- GROUP 2 730-1300 TEAM DRIVFR 17. 11 17.11 GROUP 3 Tao-0110 BULL LIFTS, OR SIMILAR ECUIPMENT USED IN 17 .16 17.16 LCAf NG OR UNLOADING TRUCKS. TRANSPnRTTNG MATFRIALS CN JOB SITES:WAREHOLISING CITY OF RFNTON W-331 STFFL WATER MAIN RFPLACFMFNTS PAGF 6 HWY-R32320-AA PREVAILING MINIMUM MOUrLY WAGE RATES APRIL 02. 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAP, GRAYS HAQBOP.. ISLANC, JFFFFFSON. KING. KITSAP. LFWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNT`/ NORTHERN BOUNDA. v FXTFNDEC DUF WFST TO ThE PACIFIC OCFANI . PIFRCF. SKAGIT. SNONCMISH. THURSTON. ANC WHATCOM COUNTIFS . WAGE RATES OCCUPATION CCCUPAT ION STATF FFDFRAL CODE DESCRIPTION RATE RATE GROUP 3 730-0200 ROCKERS, TOURNOWAGrN- TOURNCTRAILER`.k 17.16 17. 16 CAT DM SERIES. TERRA COBRA. LFTOURNFAU. WFSTINGHCUSF ATHFY WAGON. EUCLIC. TWO AND FOUP-WHFELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADFO FOUIPMFNT TRANSPORTING MATFRIAL AND PERFORMING WORK IN TEAMSTER JUQ]SOICTION: CUMP TRUCKS. SIDE , END AND BOTTOM DUMP, INCLUDING SFMI-TRUCKS AND TRAINS CR COMBINATIONS THEREOF :UP TO AND INCLUDING 5 YARCS 730-0610 FUEL TRUCK. GREASF TRUCK. GRFASFR . BATTFRY 17.16 17.16 SFRVICF MAN AND/Ck TIRF SERVICF MAN 17 .16 17.16 73C- 1100 SCISSORS TRUCK 730-1350 TRACTOR, SMALL RUBBER-TIkFD ( WHEN USFO WITHIN 17.16 17.16 TEAMSTER IURISOICTICNI 17.16 17 .16 730-,750 VACUUM TRU:K TRUCK: 730-2000 WATFR WAGON AND TANK K.: UP e0 1600 11.1E 17.16 GALLONS 17 .16 17 .16 73C-2200 WINCH TRUCK: SINGLE REAR AXLF 730-222C WRECKER . TOw TRUCK AND SIMILAR FOUIPMFNT 17.16 17. 16 GROUP 3A 740-0460 FLAHERTY SPRFADFP 17 .49 17 .16 GROUP 4 730-0500 FLATBED TRUCK . DL4l REAR AXLF 17 .27 17.2' GROUP 5 730-0080 BUGGYVOBILF AND SIMILAR 17 .33 7.33 CITY OF RENTON W-831 STEEL WATER MAIN RFPIACEMENTS PAGE 7 HWY—R32320—AA PPFVAILING MINIMUM HOURLY WAGE RATFS APFIL 02. 1986 OCCUPATION: TEAMSTERS LOCA71ON: CLALLAM, GRAYS HARBOR . ISLAND. JEFPERSON. KING , KITSAP, ( FWIS . MASON. PACIFIC (NORTH OF THE WAHKJAKUM COUNTY NORTHFPN e50UN')AkY EXTENDED t`UE WEST TO THE PACIFIC OCEAN) , PIERCE. SKAGIT. SNOHOMISH. TFKIRSTON. AND WHATCOM —JUNTIFS. WAGE RATES OCCUPATION CCCUPATICN STATF FFOERAL CCDF DESCRIPTION kATF RATF GROUP 5 730-0670 HYSTER OPERATORS (HAULING BULK LCOSF 17.33 17 .33 AGGREGATES ( 73C-1190 STkADOLE CARRIER IRCSS. HYSTER ANr. SIMILAR) 17 .11 17.33 730-2010 WATER WAGON AND TANK TRUCK : 1600 GALLONS 17. 33 17. 31 TC 3000 GALLONS r,RO(1P 6 730-1500 TRANSIT—MIX. 0 TO AND INCLUDING 4.5 YDS. 17.37 17.37 GROUP 7 730-0210 OUMPSTERS , AND SIMILAR FQUIPMFNT :TCURNO— 17.3R 17.3R RCCKFPS . TOURNOWAGCN, TOURNOTRAILFk. CAT DM SERIES. TERRA COBRA, LETCUPNEAU, WFSTINGHCUSE ATHFY WAGON. FUCLIO, TWO 4N0 FOUR—WHFFLFD POWFR TRACTOR WTI, TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATFRIAL ANC PFRFOR41NG WORK IN TEAMSTER JUR( SDICTION :QUMP TRUCKS. SIDE . END AND BCTTCM DUMP, INCLUDING SFMJ—TRUCKS AND TRAINS OR CCMBIRATIONS THFREOF:OVER 5 YARDS TO ANC INCI_ . '. 2 YARDS 73C-0410 EXPLOSIVE TRUCK (FIELD MJXI AND SIMILAR 17 .3P 17.4s EQUIPMENT 73C-0710 IOWBFD AND HEAVY DUTY TPAILFR: UNDFR 50 IT.3A 17. 3R TONS GROSS 730-1140 SLURRY TRUCK DRIVER t7. 38 17.34 730-1160 SKO—GO ANO SIMILAP EQUIPMENT 17. 3P 17. 38 7.5C-2210 WINCH TRUCK: OU4L REAR AXLE 17 R 17.38 GROUP 7A CITY CF RFNTON W-831 STEEL WATER MAIN REPLACEMENTS PAGE B HWY-R32320-AA PREVAILING MINIMUM HOURIY WAGF RATFS APRIL 02. 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR , ISLAND. JEFFFRSCN. KING. KiTSAP. LEWIS. MASON. PACIFIC (NORTH OF THE WAfRLAKUM COUNTY NORTHFRN ROUNDAPY EXTENDED DOE WEST TO THE PACIFIC OCEAN$. PIERCE. SKAGIT. SNOHOMISH. THURSTON, AND WHATCOM COUNTIFS. WAGE RATES OCCUPATION OCCUPATION STATE FFOFRAI CODE DESCRIPTION RATE- hATF GROUP 7A 730-D910 OIL DISTRIBUTOR DRIVER IRDADI 17 .49 17.38 GROUP 8 73C-0220 DUMPSTERS • AND SIMILAR EQUIPMENT :TRIRNO- 17 .44 17.44 ROCKERS, TOURNOWAGON, TOLIRNCTRAILER . CAT Cw SERIFS, TERRA COBRA, LFTCURNFAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWG AND FOUR-WHEELED POWER TRACTOR WTt- TRAIIFR AND SIMILAR TOP- LOADED FOUIPMFNT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JJRISCICTION:CUMP TRUCKS, SIDE, ENO AND BOTTOM DUMP, INCLUDING SFMI-TRUCKS AND TRAINS OR CCM8INATIONS THEREDF :OVER 12 YARDS TO AAO INCL. 16 YARCS GROUP 9 73C-C10C BULK CEMSNT TANKER 17 .49 17 .4v 730-0230 DUMPSTFRS , AND SIMILAR ECLIIPMFNT:TOURNO- 17 .49 1 / .49 RCCKERS , TOURNOWAGON. TOURNOTRAILFR, CAT DW SERIES. TERRA COBRA. LETCURNEAU. WESTINGHCJSE ATHEY WAGON, FUCLID. TWO AND FOUR-WHFFLFD PCWFR TRACTOR, WTH TRAILER ANO SIMILAR TOP- LOADED EOUIPMENT TRANSPORTING MATERIAL ANC PERFORMING WORK IN TEAMSTER JURISDiCT10N:DJMP TRUCKS. SIDE. FNC ARO 8CTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS Tl4REOF:OVcR 16 YARDS TO AND INCL . 20 YARCS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3030 GALLONS 17.4a 1 ? .49 CITY OF RENTO;. W-831 STEEL Wt MAIN REPLAC,MFAjS PAC., 9 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 07. 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR• ISLANC. JEFFERSON. KING. KITSAP, LEWIS. MASON* PACIFIC (NORTH OF THE WAHKI.AKUM COUNTY NORTHERN BC..NDARY EXTENDED DUE WEST TO THE PACIFIC OCFAN). PIFRCF, SKAGIT. SNOHOMISH. THORSTON, AND WHATCCM COUNTIES . WAGE RATES OCCLPATION OCCUPATION S74TF FFDFkAI CODE DESCRIPTICN RATE RATE GROUP 10 73C-0120 BUIL LIFTS. OR SIMILAR EQUIPMENT USED IN 17.51 17. 51 LOADING OR UNLOACING TRUCKS, TRANSPORTING 14ATFRIALS ON JOB SITFS:OTHER THAN WAREHOUSING GROUP 11 73C-1405 TRANSIT MIX. 17.54 17.54 OVER 4 YOS. TO AND INCLUDING 6 YDS. GROUP 11A 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.54 -- CCNSTR. IDVER 4 YDS. TO ANC INCL . 6 YDS. ) GROUP 12 730-0010 A-FRAME OR HYDRALIFT TRUCKS R SIMILAR 17. 64 17.64 EQUIPMENT WHFN A-FRAME OR I-`, -LIFT Ok SIMILAR EQUIPMENT IS IN USE GRCUP 13 730-0240 OUMPSTFRS. AND SIMILAR EOUIPMFNT:TO,kN0- 17.66 17.66 ROCKERS, TOURNOWAGON. TOURNOTRAI FR. CAT OW SERIES. TERRA COBRA. LFTCURNEAL. WESTINGHOUSF 4THFY WAGON. EUCLID. TWC AND FOUR-WHEELEC POWER TPACTCR WTI- TRAILER AND SIMILAR TDP- LOADFD EQUIPMFNT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURlSCICTION:OUMP TRUCKS. SIDE. ENC ANO BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS CR CCMBINATIONS THERSOF :OVER 20 VAR.DS TO AND TNCL. 30 YARCS CITY OF RENTON W-B t1 ';TEFL WATER 1 MAIN REPLACEMENTS PAGE 1C HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 02. 1OR6 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR , ISLANC. JFFFFRSON. KING. KITSAP. LFWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKIIk COUNTY NORTHERN BOIINDAR.Y FXTFNDEC DUE WFST TO TFF PACIFIC OCEAN$. PIFRCF. SKAGIT. SNOHOMISH. THURSTON, ANC WHATCCM CCUNTIES . WAGE RATES OCCUPATION CCCUPATIf,N STATF FFDFRAI CODE DESCRIPTIGN RATE RATF GROUP 13 730-0720 LCWBFD AND HEAVY DUTY TRAILFR: 50 TONS 17.66 17.6E GROSS TO ANC. INCLUDING 100 TONS GROSS GROUP 14 73C-1415 TRANSIT M'X. 17.70 17.70 C :ER 6 YDS. TO AND INCLUDING 8 YDS. GROUP 15 730-0250 DUMPSTFRS , AND SIMILAR ECUIPMENT: TCURNO- 17.82 17.82 FOCKERS. TOURNOWAGON, TOURNOTRAILFR, CAT DW SERIES. TERRA COPRA. LFTCURNFAU. WFSTINGHOUSF ATHEY WAGCN, FUCLID. TWC AND FCUR-WHFFLFC POWER TRACTOP WTI- TRAILFR AND SIMILAR TOP- LOADED FOUIPMFNT TRANSPORTING MATFRIAL ANC PERFORMING WORK IN TEAMSTER JURISDICTICN:CUMP TRUCKS, SIDE• ENC AND BOTTOM DUMP, INCLUDING; SEMI-TRUCKS AND TRAINS CR CCMBINATIONS THEREOF :OVER 30 YDS. TO AND INCI . 40 YDS. 730-0730 LOWBED ANC HFAVY DUTY TRAILER: OVFR 100 17.87 17. 82 TONS GROSS GROUP 16 730-1425 TRANSIT MIX. 17.86 17, 8E OVER R YOS. TG AND INCLUDING 10 YCS. CITY OF RFNTON W-831 STFFL WATFR MAIN REPLACEMENTS PAGE 11 HWY—R32320—AA PREVAILING MINIMUM HOURLY iiA(;° RATES APF (L 02 . 1996 OCCUPATICN: TFAMSTFRS LOCATION: CLALLAM. GRAYS HARBOR , ISLAND, JEFFFRSCN. KING , KITSAP. IFWIS. MASON. PACIFIC (NORTH OF THE WANKIAKUM Cr'INTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCFAN). ✓IFRCF. S1,lGIT. SNOHOMISH. THURSTON. AND WHATCCM COUNTIFS . WAGE RATES OCCUPATICN CCCUPATICN STATE FEOFFAL ODE DFSCRIPTLCN RATF PATF GRD(IP 17 730-0760 OJMPSTERS . AND SIMILAR ECUIPMEtT: TCI)RNn— 17 .97 17.9R ROCKERS, TOURNOW4GON, TOURNOTRAILFR. CAT DW SERIES, TERRA COBRA. LETCJPNFAU. WFSTINGHOJSF ATHEY WAGCN. EUCLID, TWO ANO FOIIR—WHFELED PLTWFR TRACTOR WTH TPAILFR AND SIMILAR TOP— LCADFO FOUIPMFNT TRANSPORTING MATERIAL ANC PERFORMING WORK IN TEAMSTER JURTSDICTION:DUMP TRUCKS, SIOF. ENO AND BOTTCM DAMP. INCLUDING SEMI—TRUCKS ANO TRAINF CR COMBINATIONS THEREOF :OVER 40 YARDS 0 AND INCI . 55 YAPDS GROUP 1R 730-1435 TRANSIT MIX. IR .03 1R.03 OVER 10 YOS. TO AND INCI UDING 12 YDS. GROUP 19 730-1445 TRANSIT MIX. 19 .19 18 .19 OVER 12 YCS. TO AND I,:CLJDING le YF)S. GROUP 20 733-1447 IRAN; 17 MIX. 1a.35 18.35 CVFF l6 YDS. TO AND INCLUDING 20 YDS. GROUP 21 710-1451 TRANSIT MIXGRS AND TRUCKS HAULING C(,NCRFTF : 18. 51 18.51 CVFF 70 YCS. C ' TV OF RENTON W—Bal STEEL WATFR MAIN REPLACE EATS PAGE 12 HWY-R32320-AA PREVAILING MINIMUM HOURLY WArF RATES A✓vIL 02. 196t OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS 1-ARBOR , ISLANO. JFFFFRSON. K1 '• :. KITSAP. LFWIS. MASON. PACIFIC (NORTH OF THE WA14KIAKUM COUNTY NORTHERN ROItNOAFY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIFRCF, SKAGIT. SNOHO!!ISH. THURSTON. ANC WHATCCM COUNTIES. WAGE RATES CCCUPATION OCCUPATION STATF FFnFRAL CnnE DESCRIPTICN RATE RATE GROUP 22 730-0400 FSCORT DRIV '^ 17.06 12. 00 730-1020 PILOT CAR 17 .06 12 .00 GROUP 23 730-0490 FLATBEn TRUCK. SINGLE AFAR AXLE 15. 25 730-1010 PICK-UP TRUCK 15.25 GROUP 24 73C-0810 MECHANIC HELPER 16.91 -- GROUP 25 730-0800 MECHANIC 17.50 - GROUP 14A 730-1520 TRANSIT-MIX USED FXCLUSIVFIY IN HEAVY 17.70 -- CCNSTR. :OVER 6 YCS. TC AND INCL . 8 YDS. GROUP 16A 730-1530 TRANSIT-VIX USED EXCLUSIVELY IN HEAVY 17, Rt -- Ck-NSTR. :OVFR 8 YOS. TC AND INCL. 10 YOS. GROUP 18A 730-1540 TRANSIT-MIX USFD FXCLUSIVELY IN HEAVY 1H.03 -- CONSTR. :OVEP 10 YDS. TO ANC INCL . 12 YDS. CITY OF RENTON W-8?1 STFFL WATER MAIN RFPLACFMEKTS PAGE 13 \ .., . HWY-R32320-AA PREVAILING MINIMUM HOIPLY WAGE RATFS APPTL OP. 1P86 OCCUPATION: TFAMSTERS LOCATION: CLALLAP, GRAYS HARBOR., lc'- ANC. JFFFFRSON. KING. KITSAP. LFW1S. MASON, PACIFIC (NORTH OF THE ►AHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO TFE PACIFIC OCFAN) . PIERCE. SKAGIT. SNOHOMISH. THURSTON. ANC WHATCCP COUNTIFS . WAGE RATES OCCUPATION rCCUPATIrN STATF FFOFRAL CODE DESCRIPTION RATE RATE. GROUP 19A 730-1550 TRANSIT-MIX USFD EXCLUSIuFLY IN kFAVY 18.19 -- CONSTR. :OVER 12 YOS. TO AND I� 16 YDS. GROUP 20A 73C-1560 TRANSIT-MIX USFO FXCLUSIVELY .N HEAVY IR.35 -- CONSTR. :OVFR 16 YDS. TO AND INCL . 20 YDS. GROUP 21A 730-1570 TRANSIT-MIX USED EXCLUSIVFLY IN HEAVY -- CONSTR. :OVEP 20 YDS. CTHE 730-9370 FEDERAL: FOOTNOTF RON: 859 OF THC BASF RATF PLUS FULL FRINGE BENEFITS Me BF PAID ON THE FOLLOWING KINDS CF PRCJFC7l 1) PROJECTS INVOLVING ).ORK ON BRIDGES AND STRUCTURFS WHOSF TOTAL VALUF IS LFS'i THAN $1 .500.000 EXCLUCING MFCHANICAL. ELECTRICAL AND UTILITY PORTIONS OF THE T3C-9371 CONTRACT . UTILITIES INCLUDF SANITARY STORM SFWFRAGE AND FACILITIES FOR THE DELIVERY OF WATFR . GAS, ELFCTR?f� ITY AND COMMUNICATICNS . 2) PROJECTS OF LESS THAN $1 ,000.000 WHERE NO STRUCTURFS ARF INVOLVED SUCH AS SLQ- FACIAG Akin PAVIN5. UTILITIFS ARF CITY OF R,ENTON W-831 STEEL WATER MAIN RFPLACFMFNTS PAGE HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGF RATFS APRIL 02. 1986 OCCUPATION: TcAMSTERS LOCATION: CLALLAM, GRAYS HARBOR , ISLAND. JEFFERSON. KING, KITSAP. IFwIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DU5 WEST 70 THE PACIFIC OCEANI . PIFRCE, SKAGIT. SNOHOMISH♦ THURSTON, AND WHATCOM COUNTIFS. OTHFR 730-9372 EXCLUDED FROM THE COST OF PRCJFCT. 31 MARINF TYPE PRCJECTS SUCH AS DOCKS L WHARFS UNDER $150.000. T30-9735 STATF : FOR OCCUPATICN 730—C260 IN GROUP 17 ADD .IS $/HR. FOR EACH 10 YARD INCREMENT CVER 55 YARDS 730-9736 STATE: OVERTIME—ALL WCRK PFRFORMEC IN FXCFSS OF R HOURS PER DAY CR 40 HCURS PER WEEK. PON— DAY THROUGH FRIDAY. AND ALL WCRK PFRFORMFO ON SATURDAYS SHALL BE PAID AT ONF AND ONE— HALF TIMES THE REGULAR RATE OF PAY. ALL WORK PER— FORMED ON SUNDAYS AND HOLIDAYS SNAIL BE PAID AT DOUBLE THE REGULAR RATE CF PAY. 1 i CITY OF RENTON W-831 STEEL WATFR MAIN REPLACEMENTS PAGE 15 S PROVISIONS i s CITY (IF RENTON STAIOAID SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE MERICAN PUBLIC W^kS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AD SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTEL IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE CONSTRUED TO MAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGIN''R, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO TOR SHALL SUPERSEDE HROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STMOARD PLANS THE STANDARD PANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPIER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REM. 14/DS/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN. A COPY OF THESE STANDARD PANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SLBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIA PADVISII NS STRICTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED -REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. MERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; MERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICA' "NS. 1-W 0FDQTION MD 7EFW 1-01.10 DEPARTMENT, DEPARTME-i OF TRANSPORTATION (ADDITIONAL SECTION) MEN THESE SPECIF.CATIONS REFER TO THE DQ.:'ARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY MERE APPLICABL:. 1-0.1.11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR "HRiOUGH HIS AUTHORIZED REPRESENTATIVES. 1_01.23 SECRETARY, SECRETARY OF TRANSPORTATION (S FN -EMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSL REFER TO THE DIRECTOR OF PiF - WORKS. 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECT-.N) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICAI•ON, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRRESENTATIVFS MERE APPLICABLE. WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SWY DRAWINGS" SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQ'.PWNT, METHODS OF INNSTALLATIOR, OR OTHER CONSTRUCTION PREPARED BY 7r*- CONTRACTOR, A `F-ONTRACTOR, OP -AL[URER NO SUBMITTED FOR THE APPROVAL OF THE CARER. 1=01.M ACT ON ION_ SE^TION) "ACT OF GOD" ME. 'HQUAKE, FLOOE CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NAT,lRE. A RAIN, WINDSTORM „,a; WA1ER OR OTHEF ATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPi CIFIC LOCALITY OF THE WN)RK, WHICH MIGHT REASE 1BLY HAVE SEEN ^NTICIPATED FROM HISTORICAL RECORDS OF THE UENERAL LOCALITY OF THE WORK, SHALL NOT BL CONSTRUED AS AN ACT OF GOD. 1-01.39 'NR EQUAL (ADDITIONAL SECTION) MERE SHE ItKm . . EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMENDALON OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED FI1BSTITUTION. 1-01.4C APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR CIVEN PROPt THY ON THE BEHALF OF THE OWNER. Suplemental Specirications (Rev 01/27/U) Page 2 W 83 _ Queen Ave N.E. c� 1. `�, 1412 BID RUES AND CONDITIONS 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECfION) COPIES OF PLANS AND SPECIFICATIONS (BIDDIH: OOCU£NTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON MA. 98055. BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE OHECKS PAYABLE TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY IWOF04ATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIAL(5) WHICH CONSTITUTE -(VALUABLE) FORMJLAE, DESIGNS, DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCM 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) MILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DOTE OF SUBMISSION. FAILURE TO SO LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC OPENINGS O BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, K NICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND MILL BE OPENED AND PUBLICLY READ ALOUD. 1-03 AIM AND EXECUTION OF CO TRWF 1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES O PRICES. ND PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 3O'E OF THE NORM 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF SHE PLANS AND SPECIFICATIONS OR ANY CONTRACT rOCUMENT, SHALL BE IMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AM ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE 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 O ANY SUCH WORK OR MATERIAS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SWILL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION O THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. Suplemental Specifications (Rev 01/27/86) Page 3 1.4.5 CONTINUED IN THE EVENT THE CONTRACTOR I5 OF THE OPINION HE MILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATUv AND AMOUNT OF THE DAMAGE OR DAMAGES, TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE: EVENT AN AGREEMENT CANNOT TEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SMALL SELECT A THIRD WITHIN 30 DRYS THEREAFTER. THE FINDINGS AND DECISION O THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 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 PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AMC) DECISION: 1. ARE NOT RESPONSIVE TO THE QESTIONS SUBMITTED; 2, IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. I5 ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION, THE BOARD OF ;RBITRATORS SMALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING 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 WA91INGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARO'S MAJORITY 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 BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF P.£ STATE O WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOP PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. 1-04.10 USE OF MATERIALS FOUR ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STOW AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY FOPS. ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO C014PENSATION WILL BE MADE. 1-04.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR, THE LONTRACTOR SHALL HALE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE 5I1E. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO HATHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MAR£R AS DESCRIBED BELOW: Suplemental Specifications (Rev 01/27/86) Page 4 1.4.12 CONTINUED THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EW -MENT AS DEEMED NECESSARY BY THE PUBLIC WOWS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST 5%. S ALONG THE ROUTE, PROMPT RESTORATION OF THE ROUTE IS MANDATORY. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS Or APPROVALS FOR ANY WARE SITE TO BE USED, COPIES OF THE PERMITS AND APPROVALS ARE TO BE 51BMITTED TO THE ENGINEER PRIOR TO STARTING ANY WOW. 1-04.13 HOURS OF WORK (ADDITIONAL SECTION) THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC. OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1-04.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION THL CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FUEL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REWIRED, WILL BE FURNISHED BY THE OWNER AT NET CnST OF REPRODUCTION. 1-05 CONTROL OF WORK 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN MULTIPLES OF 8 112 BY 11 INCHES, 1-05.3(1) SIBMI*TALS (NEW SECTION) THE CONTRACTOR SHILL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REWIRED TO DEMONSTRATE FLLLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK CDPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR BALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE, 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. "NEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER COSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF RACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCF„ ANY STAKES SHALL BE DESTROYED AND REWIRE RESETTING, A SUN SHALL BE DE-.XrTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REWIRED FOR SUCH REPLACEMENT, Suplew ntal Sped firations (Rev 01/27/86) Page 5 1-05.5(1) CONTINUED THE LASER METHOD OF ES'ABLISHING GRADE MAY BE USED PROVIDING; 1. REQUESTS FOR USE LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO JSE. 2. GUMS ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE O' HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE W-C, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING %NEW SECTION) WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVID-c ALL SURVEY STAKING NEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING UDERGRO,IDSNG POWER d TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSPBL 00. k P.N.W.B. VAULTS THE CONTRACTOR SHALL ASSUME FLLL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYCkRAN7, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIOESEWER, WATER SERVICE, CURB, GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIO14ENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. Suplemental Specifications (Rev O.1/27/86) Page 6 1-05.5(2) CONTINUED THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE TN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING 94ALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. 1-05.5(5) CONTRACTOR PROVIDED AS-BUILT INFORMATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND 00" BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE UNDER THIS CONTRACT. MUOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS 8 STANDARDS HYDRANTS MAJOR CHANGES IN DE5IGN GRADE(S) VAULTS CULVERTS AFTER THE COPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TD THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-WILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS LPON WHICH HE HAS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF TIE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BOOK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY. THE LUMP SUN WIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK 15 ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SMALL BE DEEMED TO HAVE BEEN OULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. Suplemental Specifications (Rev 01/27/86) Page 7 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWAPE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCIIENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCLIENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SWILL IMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE NATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. 1-D7 LEGAL RELATIONS No RESPDmSjBILIT7F5 M THE Rio W 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SU'PLYING ACCESS, PARKING, AND SANITATION FACILITIES SWILL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.4A OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FLRNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HALL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NL16ER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.Y WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES, ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICAr-E. HgALY MINIMUM RATES OF WAGES APO FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL ■ACE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION M149ER WA 83-5110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON WING THE WORK OR ANY PART OF IT SHAH NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIOWTED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COM'ENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SOWN IN THE CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS M: WILL HAVE TO PAY, Suplemental Specifications (Rev 01/27/86) Page 8 1-07.9 CONTINUED THE CONTRACTOR 94ALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AM INDUSTRIES, A COPY OF THE APPRDVEU "Si ATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A C04PLAINT OR INgUIRY CONCERNING PREVAILING WAGES MAY BE WIDE. OR PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPAPTMENT OF LABOR AND INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR 94ALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIDER OF THE TWO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BH THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTTRA?ION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AMKR TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. "EAU OF APPRENTICESHIP AND TRAINING. 1N THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AA. REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JDURMEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SLCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR MATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLLJIfC LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTJN (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, COLLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN' OF THE DEPARTMENT O: LABOR AND INDUSTRIES ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION. PRIOR TO EACH PROCESS ESTIMATE PAYMENT, COFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JUF,ISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. 5uplemental Specifications (Rev 01/27/8o) Page 9 1-07.9 CONTINUED THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURINNG THE LIFE OF THE CONTRACT AND FOR A PERI00 OF NOT LESS THAN TWEE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY S MCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORD: OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE .RYE TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, 1HE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" ' (FORM L 6 I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY Or "AFFIDAVIT OF WAGES PAID" (FORM L 6 I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIRENfNTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY DOERS AND GENERAL CONTRACTOR" (FORM L 8 I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REWIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010, ARE :RELEASED TO THE CONTRACTOR. FORMS NAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT EF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REWIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1-p7.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR MILL BE REWIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE RELIC WORKS DIRECTOR; 1. EAC;l MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 Suplemental Specifications (Rev 01/27/86) Page 10 1-07.11(10) CONTINUED THE OWNER MILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH CONES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, NIS FIRM, ASSUCIATION, PARTNERSHIP, OF CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE WAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILRE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE POP REJECTION OF HIS 810. IF A PROPOSAL LACKS AND EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAE. IF THE CONTRACTOR REFUSES OF FAILS WITHIN THAT TINE TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FORM OF y,RD, CHECK, OR CASH WHICH ACCOMPANIED THE BED, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AN.) SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVIS-1 WAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD tT TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED r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uplemental Specifications (Rev 01/27/86) Page 11 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND HUD WITHIN THE PRD,ECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SLEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND HUD CONTROL SHALL BE CONCIDEfED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION MILL BE MADE FOR THIS SECTION. CD43LAINTS OF DUST, MUD OR UNSAFE PRACTICES AID/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP MILL BE ' TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE DIRER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SWILL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOW AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE HAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-W-MAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED 50 AS TO CAUSE THE LEAST AMOGKT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SWILL NOT BE OPEN FOR MORE THAN 48 HOURS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH 14AY RE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SWILL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-O'-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN 3URLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HORS. Suplemental Specifications (Rev 31/27/86) Page 12 1-07.16 CONTINUED ALL SHRUABERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN 7:2_ EVENT THAT IT IS NECESSARY TO TRENCH THROW ANY LAWN AREA, THE SOD SMALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES PAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USc RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAVM AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-CF-WAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE (F EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BL RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL RE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE ME TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF TI7 SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MW:E NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REC AIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO CO^ACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AM:/OR FACILITIES IN THE VICINI-Y OF THE CONSTRUCTION AREA. CALL BEFORE .OU DIG THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSE:_'TION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE IYRAINAGE, SEWERS, UNNOERORAINS, CONDUIT, UTILITIES, SIMILAR UDERGROL4D STRUCTURES, OR PARTS THEREOF, THE CONTRACTDR SHALL BE RESPONCSIBLE FOR, AND SMALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED By THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE. DR BY THE CONTRACTOR AS DIRECTED BY THE CITY. Suplemental Specifications (Rev 01/27/86) Page 13 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY BY MAIL ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY WAIL PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES MILL BE FURNISHED BY THE OWNER, THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT FECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL COMFORT.' TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED 9Y THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BAARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T,C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SWILL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WOK HWLTED ALTOGETHER AT THE ENGINEER'S DISCRETION MEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD, ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL RE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN HE PROJECT. TRAFFIC MOVEMENT SHALL .EREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE C.TY OF RENTNR PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED TIRDUGFOJT THIS SPECIFICATION. THE FOLLOWING IS A SUMWRY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS OR THIS PROJECT, BUT DOES NOT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE ST.VDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL PIGHMAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. AT THE PROJECT PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL DISCUSS HIS TRAFFIC CONTROL PLAN AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TLP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. Suplemental Specifications (Rev 01/27/86) Page 14 1-07.23(3) CONTINED 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF MAY LINE. A. ALL TRAVELED PORTIONS OF ROADWAYS MILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH MUTCO/FHWA STANDARDS. NO WORK SHALL BE DOFF ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSPRY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE. 6. WORK SITE TRAFFIC CONTROL. WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR LRDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR Corm% DlE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOP. STREET CLEANING. THE STREETS SWILL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF MAY (ADDITIONAL SECTION) THE CITY SWILL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY :VC PAY ALL COST OF tHE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TEkjS ANL CONDITIONS OF THE FASEMENTS AND RIGHT-OF-ACCESS DOCUMENTS. 1-05 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT IO MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO SHE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED Suplemental Specifications (Rev 01/27/86) Page 15 1-08.3 CONTINUED AMOUNT OF EACH MLMTMLY PAYMENT THAT WILL BECOME. DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING UP ANY OF THESE SAEOULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TINE DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAFE FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQ'IPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGIW.L SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL FE PERFORMED IN r0lPLTANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF MY FURTIER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.3(1) PRE-CONSTRUCTION CONFERENCE (NEW SECTION) PRIOR TO THE START OF CONSTRUCTION; THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETEM41 ED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE MEEKLY MEETINGS SHALL BE ESTABLISHED AT (HE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION ON WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMEW'ING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TL_aR ONE W14BER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TL F OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPL`=TION (ADDITIONAL SECTION) REPLACE PARAGRAPH 1 WITH: ' THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY IS DEFINED AS A SATURCI. , SUNDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION Suplemental Specifications (Rev 01/27/86) Page 16 1-08.5 CONTINUED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SWILL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, WASHINCTON'S BIRTHDAY, MEMORIAL DAY, JU.Y 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS DAY, THE JAY BEFORE CHRISTMAS SHALL BE A HOLIDAY MEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS 9WLL BE A HOLIDAY WHEN CHRISTMAS DAY OMIRS ON A MONDAY, WEDNESDAY, OR THURSDAY. MEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PRECEDING WORKING DAYS SHILL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SWILL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN LL PARTS AND REQUIREMENTS. THE PROJECT SWILL BE COMPLETED WITHIN THE TIME NOTED IH THE CALL H'OR BIDS. PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACC@FANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. 1-D8.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CIT'. AT THE RATE OF $SJ PER HOUR. THE CITY SWILL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HIVING THE OVERTL£ INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALOE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RTI':T TO MACE USE OF THE CONTRACTOR'S PLANT AND FQUIPMENT IN THE PERFDRMANNCE OF ANY WORK ON THE SIDE OF THE WORK, THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. Suplemevital Specifications (Rev 01/27/86) Page 17 1-08.12 CONTINUED NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER, THE CONTRACTOR SHALL EMPLOY SUCH MEASURES A`. ADDITIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SLPERVISE THE WORK TO THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SWILL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL ;UJTFDRITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESEj1TATIVE. 1-09 MEASiIOf]R AND PAYMENT -nn9.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF' CALCLATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPF OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT 9" TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, MEIGHIASTERS CERTIFICATION,AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SLBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT, THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIDED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. S. Bf OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE OETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 149.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND MILL BE MADE FOR THESE INCIDENTAL 17EMS. Supleaental Specifications (Rev O1/27/B6) Page 18 1-09.3 CONTINUED PARTIAL PAYMENTS ON E571MATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEOUL-, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN TIE EVENT THAT ANY MATERIAL OR WOKMAN%HIP DOES NC- MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY 44VE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PIUBL.IC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER WIT PRICE FOR SAID MATERIAL OR WORKMANSHIP, PAYMENT FOR PIPE INSTALLED SMALL BE MADE ON THE FOLLOWING SCHEDUL- ONLY: CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% 2411 ct FPniwN•., GRLMM, AND NDA06IIf CLEANUP 2=01.2 DISPOSAL OF USABLE MATERIAL 6 DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: •THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." ADD: 'THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND RUES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.2(1) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE 2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE 2-01.2(4A ')ISPOSAL METHOD MD. 4 LEWD FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTOR ON DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 4 Suplemantal Specifications (Rev 01/27/86) Page 19 r 2-W RDOVRL t< STRC1lAE5 AM OBSTFA CTI06 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS ADD: 5. WHEN AN AREA WMERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACKFILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SUPPLEMENTAL SECTION) I ADD. 2. "SAW CUTTING," PER LINEAL F00T. 3. "COLD MIX MC ASPHALT,PER TON. ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX ASPHALT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM, 243 ROADWAY EXCAVATION ND EMBANKMENT 2-D3.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HALL 2. SLOPE ROUNDING 3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT , SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTTER SURFACE IMPROVEMENTS 2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING MILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER2 WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DR_LLING, LOADING AND SHOOTING MILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR MILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) WHEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MILK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUDS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND. Suplemental Specifications (Rev 01/27/86) Page 20 2-03.3(i4)E CONTINUED MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, MILL NOT BE CLASSIFIED AS UNSUITABLE FOUDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION" ON A PER CUB1C YARD BASIS WILL APPLY. 2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION) ADD TO ITEM 1. AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FOUDATION EXCAVATION - BY THE CIMIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SHALL HAVE THE TRUCK NUMBER, HUE AND DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) AM TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL i0 AND FROM THE 308 SITE AS PART OF THEIR WIT PRICE. REPLACE PARAGRAPH 1 ITEM 1 WITH: "MEN THE ENGINEER ORDERS EXCAVATION 2 FEET &i LESS BELOW SIBGRADE, WIT CONTRACT PRICES FfR ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SIBGRfADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2-03.5(3) UNSUITABLE FOUDATION EXCAVATION." REPLACE TEXT OF ITEM 3 WITH: "UNSUITABLE FOUDATION EXCAVATION", PER CUBIC YARD. MEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL COPENSATION FOR EXCAVATING, L.:AOING, PLACING ON OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL. MEN NO BID ITEM FOR "UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FOUDATION MATERIAL CLASS A OR CLASS 8 APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FORTH IN SECTION 2-09.5.7. WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WORK AS MAY BE ORDERED BY THE ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1-04.4. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." 24 A HAUL 2-04.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE WIT CONTRACT PRICE OF OTHER WITS OF WORK. Suplemental Specifications (Rev 01/27/86) Page 21 2-05 SLCIPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER WITS OF WORK. 2-09 STRUCTURE EMVATWH 2_09.1 DESCRIPTION (SUPPLEMENTAL SECTION) THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEA., MUCK, SWAMPY OK UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. 2-09.3(l)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BACWILL FOR FOUDATION MATERIAL SMALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.7B FOR GRADATIOIN AND QUALITY. 2-D9.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE OMIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL CASTS FOR LOADING AND MAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTI")Ni MINIMUM TRENCH WIDTH FOR PAYMENT SMALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCH115, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, ARID UNDERPASS SHALL BE 1.5 F:ET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE 04GINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE. DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF )`E FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,"PER CUBIC YARD. 2. "STRUCTURE EXCAVATIOIN CLASS B,"PER CUBIC YARD. THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUMPING INCLUDING HALL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. Suplemental Specifications (Rev 01/27/86) Page 22 2-09.5 CONTINUED WHEN "STRUCTURE EXCAVATION CLASS B" IS NO-I INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE _.. CONSIDE''ED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL PAYMENR SHALL BE MADE. 5. "SHORING AHD CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SUM. THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING, CRIBS, COFFERDAMS OR CAISSONS. IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OR CAISSONS MEN THE CONTRACT PROVIDES NO BID ITEM FOR SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUM PRICE AND NO MORE MEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. 6. "GRAVEL BApffILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. I LILESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BAN( RUM GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECIFICATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUDATION MATERIAL CLASS A OR CLASS B SHALL BE PAID IN THE BID ITEM "FOUNDATION MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYFEN'i SHALL BE MADE. 2-U 7RIMUQNC AND CLEANUP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTUAMED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. B. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENKVCE THE AREA'S APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS. Suplemental Specifications 'Rev O1/27/86) Page 23 5-% ASPHALT COM[SETE PAVFIEW 5-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) I REPLACE ITEM 10 "DRIVE WAY ASPHALT" WITH: 10. "MTSCELANEOUS AND/OR DRIVE WAY ASPHALT," PER TON. ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, h 14 REMOVING. TEMPORARY STRIPING SWILL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK." 5-05 CEMENT CONCRETE PAVEMENT I5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) CONCRETE FUR DRIVEWAYS SHALL BE 3 DAY MIX. 5-05.5 PAYMENT (PARTI:.L REPLACEMENT SECTION) REPLACE ITEM 7 WITH: 7. "CEMENT CONCRETE .AAY", PER SQUARE YARD 6-11 AOCNOW MW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE EXCAVATION AND SHAPING OF THE CUT OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROCK WALLS SWILL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANDESITE OR OTHER IGNEOUS ROCK. INDIVIDUAL PIECES OF ROCK SHALL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOLMDNESS WITH SODILAI SULPHATE IN ACCORDANCE WITH AASHTO T104, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED 35% BY WEIGHT. THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMGUNT OF VOID SPACE BETWEEN THE BLOCK$, NO STONE SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE ROCK MATERIAL SHALL BE WARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIGHS, SEAMS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM OF 16U POUNDS PER CUBIC FOOT. THE SOURCE OF SUPPLY AND REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DE:IVERY TO THE SITE. THE ROCK WALLS SHALL BE CONSTRUCTED OF TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAN ROCKS (1,500 TO 2,200 POUNDS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FAIR-MAN ROCKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT. Suplemental Specifications ;Rev O1/27/86) Page 24 6-11.3 (CONSTRUCTION REQUIREMENTS) THE ROC( ULOADING AT THE SITE WILL BE DUE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RANGES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS SMALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBCRADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INDES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL. IN EMBANKMENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE PLACED SHALL BE TRIMMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROCK WALL CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE C04PLETION OF THE CUT 01 FILL SECTION. ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICULAR ATTENTION SHALU. BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE ;BACKFILL HATF .AL. THE LARGER ROCKS SHALL BE PLACED AT THE BASE OF THE ROCKERY SD THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EQUIPMENT AND IN A MANNER SICK THAT THE LONGITUDINAL AXIS IF THE ROCK SWILL BE AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE ROCK BELOW IN SUCH A MANNER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9-03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIMUM THICKNESS BETWEEN THE ENTIRE WALL AND THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE RACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INDES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH C"SE OF ROCKS. ANY BACKFILL MATERIAL ON THE BEARING SLRFACE OF THE ROCK COURSE MILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 DRAIN PIPE A 4 INCH DIAMETER PERFORATED PVC PIPE SMALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES AS SHOW IN THE SI ANDARD PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN. 6-13.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE TK- AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD. 6-11.5 PAYMENT PAYMENT WILL BE MADE UNDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YARD. THE WIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN RACE AND SHALL IN'".UIE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION. Suplemental Specifications (Rev 91/27186) Page 25 74)1. CPKIMS 7-01.4 MEASUREMENT (ADDITIONAL SECTION) ADD TO PARAGRAPH 2: "MEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS B' AND 'STRUCTURE EXCAVATION CLASS B INCLUDING HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SHALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS." 7402 DLLVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: PVC PIPE 9-05.12 PVC PIPE: MERE PLAIN ON REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THAT REFERENCE IS ALSO MADE TD PVC. 7-02.3(1)C PLACINC PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED A$ SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SWALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END LFGRADE. PEA (RAVEL MILL BE USED AS THE BEDDING MATERIAL AND EXTEND FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY IC, CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GA.SKETED CONCRETE COLLAR WILL BE USED AT THE POINT OF CONECTION. 7-02.4 MEASL :PENT (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMEN' SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. " " Storm drain pipe per L.F. 2. "i" x Corrugated Steel Arch Pipe per L.F. 3. "_" x Corrugated Aluminum Arc Pipe per L.F. 4. "Concrete Class C" per C.Y. 5. "`" Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 d 7 7-03 5TNrR1AL PLATE PIPE, PIPE MICR MOH, AM IMERPA55 7-03.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE "5ECTTON 2-09.4" WITH "SECTION 2-09.5" Suplemental Specifications (Rev 01/27/86) Page 26 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 11, 12 and 13 REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACITILL FOR FOUDATIONS CLASS A OR CLASS B SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 74M SMIN SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) ADD: PVC SEWER PIPE 9-05.12 7-04.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) ADO: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT 'HALL BE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EXTERIOR WALLS OF THE PIPE. 7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1: WITH: SURVEY LIPS AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ALCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLINC STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADO TO PARAGRAPH 3: PVC PIPE SHALL BF BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.1(l) B PRIOR TO BACKFILLING THE REMAINDER OF THE TRENCH. ADO: MEASUREMENT OF BAN( RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-00.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS -_SS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECT REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7.04.5 PAYMENT (PARTIAL REPLACEMENT _ECTION) DELETE ITEMS 1 THROUGH 8 AND REPLACE WITH: 1. "_" Storm serer pipe, per L.F. 2. roncrete Class C, per C.Y. WHEN NO BID ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING AS SHOWN IN THE STANDARD PANS SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. Suplemental Specifications (Rev 01/27/86) Page 27 7-04.5 CONTINUED REPLACE PARAGRAPH 3 WITH: TESTING OF STORM SEWER PIPE IF REWIRED BY THE ENGINEER SWILL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. 7-05 IrWMFS, ORATE WETS, OROP INLETS, AM CATCH BASM 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION) ADD: IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE S BGRADE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES SHALL BE CUT OFF AND COVERED IN A STMILAR MAKER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT THEY MAY BE EASILY FOLD UPON CppLETION O' THE STREET WORK. AFTER RACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND MANGLE CASTINGS SHALL BE CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANGLES TO GRADE SHALL CENTER ABOUT THE MW 40LE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SMALL BE BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REWIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS SWILL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT. IN CEMENT CONCRETE PAVEMENT MANHOLES, LATCH BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED AND ADJUSTED IN THE SLUE MAKER AS OUTLINED ABOVE EXCEPT THAT THE FIN.L, ADJUSTMENT SHALL BE MADE AND CAST IRON FRAME BE SET AFTER FORTIS HAVE BEEN PLACED AND CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH MANOLE SWILL BE CAREFULLY RELOCATED FROM RL:FE7RENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SMALL BE CUT IN A RFSTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE 94NHOLE SHAD THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLr ITSELF. THE CAST IRON FRAME $HALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT %;ALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE ^AST IRON FRAME PLUS TWD FEET. THE BASE MATERIALS AND CRUSHED ROCK SHALL BE REMOVED AND CLASS 8(3/4) CONCRETE SHALL BE PLACED SO THAT THE ENTIRE VCLUME OF THE EXCAVATION IS REPLACED lP TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE , THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HUT ASPHALT CEMENT. ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED WITH HAND TAN+ERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS 8 INCLUDING PAVING ASPHALT PER TON". THE COMPLETE PATCH SMALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, DENSITY, AND UNIFOMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASFHALT CEMENR OR ASPHALT EMULSION AND SHALL BE IMMEDIATELY COVERED MITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THR:AT OF THE MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED. Suplemental Specifications (Rev 01/27/86) Page 28 7-05.3(1) CONTINA.ED ADJUSTMENT OF INLETS THE FINAL ALIGNMENT AND MADE OF CAST IRON F.%WS FOR NEW APO OLD INLETS TO BE ADJUSTED TO GRADE MILL BE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL ADJUSTMENT OF THE TnP OF THE INLET MILL BE PERFORMED IN SIMILAR MAN1ER TO THE ABOVE FOR MANHOLE$, ON ASPHALT CONCP' . PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SHALL BE SOLIDLY EMBEDDED IN CONCRETE ALSO. TIE CONCRETE SHALL EXTEND A MINIMUM OF SIX IVIES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 112 INCHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT MILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING SHALL BE PAINTED WITH HJT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CJNSTRUCTEO IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS, THE INSIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED. MONUMENTS AND CAST IRON FRAME AND COVER MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAME MANNER AS FOR MANHOLES. VALVE BOX CASTINGS ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME NANIER AS FUR MANHOLES. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: ' MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10' AS MEASURED FROM FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER THAN 10' WILL BE FAID AS EXTRA DEPTH KOM40LES _ , OR EXTRA DEPTH CATCH BASINS, TYPE _,_"U PER VERTICAL FOOT . REPLACE PARAGRAPH 4: WITH: STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS 8, INCLUDING HAUL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 10 AND REPLACE WITH: 1. "Standard Manholes_", Per each 2. `Extra Depth Mart les_", per V.F. 3. "Catch Basin Type_,_", per each 4. "Catch Basin Type_,_", without catch, per each 5. "Extra Depth Catch Basin ", per V.F. 6. "Adjust Manhole", per each 7. -Adjust Catch basin", per each 8. "Adjust Valves", per each 9. "Adjust Montmhts", per each DELETE PARAGRAPH 4 Suplemental Specifications (Rev 01/27/86) Page 29 7419 PIPE NO FITTUM FOR WATER NRIMS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS 'WILL MEET TIE REQUIREMENTS OF THE FOLLOWING SECTIONS: Pipe 9-30.1 Ductile Iron Pipe 9-30.1A Fitting 9-30.2 Ductile Iron Pipe 9-30.2A Plastic Film Wrap 9-30.6 Tracer Tape 9-30.9 7-30 TRENCH E1C, ffIDI/G, AND BXWILL FOR WATER W AM 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF •BANK RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON. 7-10.4(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF PEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS 7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS AND NO FURTHER COPENSATION WILL BE MADE. 7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACKFILL ;PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE WIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL FOR TRENCH BACKFILL" WHICH PRICE SHALL BE FULL COPENSATION FOR EXCAVATING, FURNISHIP^„ HAULING, PLACING AND COPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE WIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION) PAYMENT WILL BE MADE AT THE WIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FONDATION MATERIAL PER SECTION 9-30.7B(l) Suplemental Specifications (Rev 01/27/86) Page 30 7-u PIPE DISTA.LATION FM WATER WaM 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SIPPLEHENTAL SECTION) THE POLYETHYLENE ENCASEMENT SHALL ALSO BE INSTALLED ON ALL APPURIENANICES, SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105. 7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION) CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN BALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEIENTS WI-i THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN-SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR SMALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE EMUS SMALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SMALL BE CLEANED TO A SOUND, SMOOTH FINISH BEFORE INSTALLATION OF THE COUPLING. TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY MOUND THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BACKFILL. CARE SMALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA C105 EXCEPT AS MODIFIED HEREIN. WHEN WORK IS ONCE STARTED ON A CONNECTION, 11 SHALL PROCEED CONTINUUSLY WITHOUT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SAITOFF OF MAINS WILL BE PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. IF THE CONECTION )0 THE EXISTING SYSTEM INVOLVES TURNING OF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUTOFF, THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT IS PRESENT TO INSPECT THE WORK. Suplemental Specifications (Rev 01/27/86) Page 31 7-11.3(09)A CONTINUED THE TYPES OF CONNECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN >OWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONECTINN BY ANY OTHER METHOD, THE CONTRACTOR SWILL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CONECTIONS: CONECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONNS TO ASSURE PROPER FIT. CONECTIONS TO THE EXISTING WATER MAIN SWILL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTI*sG MAIN AND ASSEWLE ALL MATERIALS. WHEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REWIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOLU BE INCLUDED IN OTHER ITEMS OF WORK, 7_-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WIN,_ JPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PIMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR, THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE' - IFH Nominal Pipe Diameter - Inches 6 8 10 12 16 20 24 A P 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 V T R 400 0.90 1.20 1.50 1.80 2.43 3.00 3.60 E E E P 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 R S S S 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 A T S I 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 G U 225 0.68 0.90 1.13 1.35 1.90 2.25 2.70 E R 200 0.64 0.85 1.06 1.28 1.70 2.12 2,55 E Suplemental Speci Fications (Rev 01/27/86) Page 32 7-11.3(11) CONTINUED *IF THE PIPELINE DOER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE MILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. GAUGES USED IN THE TEST WAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE 1S NO IMEDIATE LOSS OF PRESSURE ON THE GAUGE MEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER WAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE C0NIRACT0R'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AD/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORILD THE TEST TO ASSURE THAT THE PIPE IS IN A SATIST'ACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE C(RPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOFLISHED BY PIMPING THE MAIN UP THE REQUIRED PRESSURE; STOP THE PUP FOR A MINIMUM OF 15 MINUTES lP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE WAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPIN; FROM AN OPEN CONTAINNER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OYMER OR, 2) By PUPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: Suplemental Specifications (Rev 01:27/86) Page 33 7-11.3(11) CONTINED 1. THE QUANTITY OF WATER LOST FROM THE WAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. TW. LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. 7 11 3(12) DECKLORINATIOR (SUPPLEMENTAL SECTION) DECHLORSNATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOIPLISED IN ACCORDANCE WITH THE CITYS STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH A-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHILL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE PARED AROUNU JOINTS. THE FORKS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE REQUIRED, STALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED AND COATED WITH TWO COATS OF ASPHALT VARNISH. 7-12 VALVES FOR WATER MMIMLS -12.2 MATERIALS (SUPPLEMENTAL SECTION) VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES BALL BE IOWA LIST 14, MMELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENEDY, OR M d H. APPROVAL OF VALVES OTHER -NIA MODELS SPECIFIED BALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 HYDRANTS 7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS BALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CONECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (PE X PE) 5" M.V.O. FIRE HYDRANT (MJ CONNECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13. Suplemental Specifications (Rev 01/27/86) Page 34 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE METHOD OF HARNESSING THE HYDRANT SHALL BE DETERMINED BY THE CONDITIONS FOUND IN THE FIELD AND SHALL BE RESHACKLED AND REBLOCKED AS DIRECTED BY THE ENGINEER. 2-14_5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" SHALL BE THE SATE AS "HYDRANT ASSEMBLY" EXCEPT THAT I* 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR "HYDRANT ASSEMBLY COMPLETE". 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 15t SENTENCE PARAGRAPH 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER, GALVANIZED OR DUCTILE IRON PIPE. SERVICE LINE CONECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND HEREIN AS APPLICALSE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL 'SE COPPER TUBING, TYPE K, SOFT FOR 3/4" SERVICES. TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLPRE TYPE, THREE PART UNION COUPLINGS. TYPE II: MERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB). TYPE III: WHERE FUTURE STUD SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. 7-17 SANITARY SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE; A B S COMPOSITE, ASBESTOS BODED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A B S COMPOSITE SEWER PIPE 9-05.14 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED `O THE SEWER MAIN WITH STAINLESS STEEL BANDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, RAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE LORE DRILLED. k Suplemental Specifications (Rev 01/27/86) Page 35 7-17.3(2)G CONTINUED CONECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-DRILLED, AND SHALL HAVE AN "0" RING RUBBER GASKET MEETIN., ASTM C-478 IN A MANGLE COUPLING EQUAL TO THE JOHNS-MANVILL,: ASBESTOS--CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SWILL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SEEN OR TRAP IN THE FIRST EXISTING MANIOLE DOWNSTREAM OF THE CRNECTION. IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. OEM FIRS WW40LE IS SET, IT'S OUTLET SWILL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION WAS BEEN COPPLETED THE CONTRACTOR STALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND.COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS.THE CITY SYSTEM ACCFQTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS B AS SPECIFIED IN SECTION 2.09. ADD: MEASUREMENT OF BAN( RUM GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM I THROUGH 9 PARAGRAPH 1 WITH: 1. "_ ^Sanitary Serer Pipe", Per Linear Foot 2. "_"z "_Tees" Per Each 3. "T.V. Inspection" Per Lump Sun 4. "Bank Run Gravel for Trench Backfill% Per Ton REPLACE PARAGRAPH 2 WITH: THE UNIT CONTRA,'.- PRICE PER LINEAR FOOT FOR SEWER PIPE OF THE KIND AMC SIZE SPECIFIED SHAD_ BE FULL COMPENSATION FOR STRUCTURE EXCAVATION, DEWATERING, BACKFILLING, FURNISHING, HAULING AND ASSEMBLING IN PLACE THE COMPLETED INSTALLATION INCLUDING ALL SPECIAL FITTINGS, JOINT MATERIALS, TESTING PER SECTION 7-17.3(4) AND ADJUSTMENT OF INVERTS TO MANHOLES FOR THE COMPLETION OF THE INSTALLATION TO THE REWIRED LINES AND GRADES. DELETE PARAGRAPHS 3 and A Suplemental Specifications (Rev 01/27/86) Page 36 7-18 1113CH PAVEMEW PATCHING (MAMA SECFIOD 3.1 OESCRIPTION CONSISTTHIS WORK SHALL PATCHING CUTS, THE E OF WHICH SHALL 13E IIN ACCORDDANCE WITH THEREQUIREMENTS OUTLINED HEREINAFTER ANDAS SHOWN ON THE STANDARD DRAWINGS. 7-18.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: BITUMINOUS SURFACE TREATMENT ...... 5-02 ASPHALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 5-05 CURBS AND GUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... B-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED: TO ACCOMMODATE THE DEMANDS OF TRAFFIC AND SMALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL. THE PLACING AND COMPACTION OF THE TRENCH BACKFILL, THE PREPARATION AND ' FACTION OF THE SUBGP.ADE, AND THE PLACING AND COMPACTION OF THE CRUSHED SURFACING SHALL BE IN ACCORDANCE WITH THE jEQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REWIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEFR. CONCRETE USED IN PATCHES SHALL BE CLASS 'B' (3/4) - 3 DAY MIX. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMEDIATELY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SHALL BE MAINTAINED ALL 2` HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CONCRETE PAVEMENTS AFTER THE SUBG...ADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SMALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND DUMMY TED. THE L BE FIBERS SHALL BE BRUSH. APPROVEDD AND EDGED CURING COPOLMDESHALLCBE PLACED ON THEEFINIISSHED CONCRETE UIEDIIAAT�O WITH AFTER FINISHING. 7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, T'E SURFACE OF THE CEMENT ,:D CRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH FINISHING WILL NOT BE REWIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOMPLISHED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. SUplemental Specifications (Rev 01/27186) Page 37 ASPHALT CONCRETE OR BITUMINOUS PLANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT CONCRETE HIS BEEN PLACED, UNLESS OTHERWISE PERMITTED OY THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH 40T ASPHALT IMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVJC'4T SHALL THEN BE RACED, LEVELED, AND COMPACTED TO CONFORM ID THE ADJACENT PAVED SURFACE. IMEDIATELY THERFAFTER, ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAYING SAND BEFORE THE ASPHALT SOLIDIFIES. 7-18.3(4) ASPHALT CONCRETE STREr'TS ON DuK LAR BASE AFTER THE SUGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, DR AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE RACED TO A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER, AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL MAT STREETS THE EXISTING OIL HIT SHALL BE UNIFORMLY TRIMMED TO A STRAIGHT LINE. AFTER THE SUIGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGLEER, A MINIMUM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORK ALL INCIOENTAL WORK AS REQUIRED TC COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING JOINTS WERE REQUIRED, SHALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. 7-18.4 i ]ENT PAYMENTT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINES 1 (ONE) FORT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAI1ENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT. 7-18.5 PAYMENT °AYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1. "BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YD. 2. "CEMENT CONCRETE CLASS _ , _ MIX, FOR PAVEMENT PATCHING " PER Cu. YD. 3. "CEMENT CONCRETE CLASS _ , _ MIX, FOR PAVEMENT PATCHING " PER SQ. YD. 4. -ASPHALT CONCRETE CLASS FOR PAVEMENT PATCHING PER TON. 5. "ASPHALT CONCRETE CLASS FOR PAVEMENT PATCHING PER SQ. YD. WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED INCIDENTAL TO 1HE PROJECT AND THE CCSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT I5 PR"'IDED. Suplemental Specifications (Rev 01/27/86) Page 38 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY SWILL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS B SPECIFIEL` ON THE STANDARD PLANS AND CONFrAMING TO THE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS B 3-DAY MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVE WAY SECTIONS. *�7 IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B" I8-04.4 MEASUREMENT (SUPPLEMENTAL SECTION) THE EXTRA DEPTH OF CURB AND GUTTER, AND THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHHOWN ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE. 8-07 PRECAST TRAFFIC CUE AM BLOCK TRAFFIC CURB 8-07.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLDCW TRAFFIC CURB OF THE DESIGN AND TYPE SPECIFIEC IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Curb, Type A" per lin. ft. (2) "Precast Traffic Curb, Type C" pPr lin. ft. (3) "Block Traffic Curb, Type A" per lin. ft. (4) "Block Traffic Curb, Type C" per lin. ft. B418 PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR YELLOW PLAS'IC TRAFFIC BUTTDNS "RE SHOWN ON THE PLANS, OR WHERE DIRECTED BY THE ENGINEER. 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE .'LASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 8-08.3 CONSTRUCTION REQUIREMENTS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE r1F THE FOLLOWING: 1. Placing Tack Coat of Hot Pavinc: Asphalt on Pavement Surface and firmly pressing the button onto it. 2. Placing Adhesive (epoxy) on pavement surface and pressing the button onto it. 8-08.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT WILL BE BY THE UNIT, COWILETE IN PLACE. Suplemental Specifications (Rev 01/27/86) Page 39 B-Ob.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SMALL BE BY THE FOLLOWING; (1) "10" Plastic Traffic Button, color,," per ea. B-as. LAME bINV ItS 8-09.4 MEAUREMENT (REPLACEMENT SECTION) MEASUREMENT MILL BE LANE MARKER, TYPE I and TYPE II BY THE UNIT COMPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SMALL BE BY THE FOLLOWING: (1) 04" LAME LINE MARKER, TYPE 1, White" Per Each (2) "4" LAME LINE MARKER, TYPE II, COLOR(S)" Per Each ✓ -13 MONUMENT CASES 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARABNAPH 4 THE MONUMENT WI..L BE FLIRN-9ED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. B-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE MONUMENT WILL ALSO BE SUPPLIED AND PLACED AS PART OF •MONUMENT CASE AND COVER" AND ALL WORK IN SUPPLYING :AID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM, 8-14 CEMENT COlDEIE SIDEIIAUCS 6-14.2 MATERIALS (PARTIAL REPLACEMENT SECTI:)N) DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: THE CONCRETE SIDEWALK SMALL BE C .D FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)8 OR AS APPROVED BY THE ENGINEER. WRING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN' AND VEHICULAR, SHALL BF EXCLUDED. VEHICULAR TRAFFIC SMALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. Suplemental Specifications (Rev 01/27/86) Page 40 a-15 RIPRAP 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HAD PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPI 3 WITH: FILTER BLANKET WILL SE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hand Placed Rip Rap", per Ton 7. "Filter Blanket" Per Ton REPLACE PARAGRAPH 3 WITH: THE UNIT CONTRACT PRICE PER TON FOR "FILTER BLANKET" SHALL BE FU.L COPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 U"bCDMTIUM, TRAFFIC S1944L SYSTE)6 AND ELEMCAL 8-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SMALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS Al THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DOME IN A NEAT MAKER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SMALL BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCES ABOVE THE CONDUIT. TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACKFILL AND SHALL CONS TST OF MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE An) QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE F'DEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SWILL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. T�HENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED Wm"E MAINTAINING THE MINIMUM COVER. B-20.3(4) FOUIDATTONS - LONCRETE (REPLACEMENT SECTION) THE CONTRACTOR SWILL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATION$ FOR AND TO THE DIMENSIONS SPECIFIED IN TABLE I BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE INSTALLED THEREON. Suplemental Specifications (Rev 01/27/86) Page 41 8-20.3(4) CONTINUED ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CUNTRACTOR'S EYPFNSE. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTF. 'OR SHALL BLOCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SWILL BE TROWELED, BRUSHED, EDGED AND FINISED IN A WORKMANSHIP-LIKE MAKER. CONCRETE SHALL BE PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUDATION SHALL ALL BE CLASS "B" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DIMENSIONLS Street Light Pole 4' Deep x 3' Sq. or Die. Signal Pole Deep x 3' Sq. or Dia. Signal Controller See Detail Sheet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BF AS SPECIFIED BY THE ENGINEER. (SEE DETAIL BEET) ALL CONCRETE FONDATIONS SHALL BE ,LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE ENGINEER IN THE FIELD. 8-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE MIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CONDUIT TO BE PROVIDED AND INSTALLED SWILL BE OF THE TYPE INDICATED BELOW: 1) SCHEDULE 40 HEAVY MALL P.V.C. COWO041W TO ASTM STANDARDS SHALL BE USED WHENEVER THE CODUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY MALL P.V.C. CONFORMING TO ASTM STANDARDS SWILL BE USED WHEN THE CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE MANUF�.TUTER'S RECOEENDATIONS REGARDING CEMENT USED AND ENVIRONENTAL CONDITIONS. SUplemental Specifications (Rev 01127186) Page 42 8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION 30XES OF THE TYPE AND SIZE AT THE LOCATIONS SPECIFIED IN THE PLANS AND AS PER DETAIL SHEETS. THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED BE',OW: 1) STREET LIGHTING ONLY: "LIGHTING" 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT" 4) TELEMETRY ONLY: "TELEMETRY" INSCRIPTIONS ON JUNCTION BOXES PERFORMING; THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROU1GHOUT THE PROJECT. ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN 8" OR "DESIGN C" JUNCTION BOX SHALL BE FULL COMPENSATION FOR FURNISHING SAME NO FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, 84CKFILLING AND COPACTION ALL IN ACCORDANCE WITH PLANS. SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIGNAL P- ., SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE CABINETS SHALL BE GROUNDED TO A COPPER ,.SAD SQUID METALLIC GROUND ROD 3/8" IN DIAMETER x 810" IN LENGTH COMPLETE WITH A #6 BARE ':OFFER BODING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND ROOS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE PHAS- 120 VOLT, 2 WIRE, 60 CYCLE A.C. TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE II, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTRO"ED PHOT)-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SHALL BE SINGLE PHAS_ 120/240 VOLT, 3 WIRE 60 CYCLE R.C. (STREET LIGHTING CONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UOERGRUM CONDUCTORS FOR THE STREET LIGHIING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE. Suplemental Specifications (Rev 01/21,/66) Page 43 8-20.303) CONTINUED SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JLNCTI(NH BOXES AND THE SPLICE KIT SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED BY CRIMPING OR BY A COMPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED, AFTER THE KIT HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT SHALL BE RACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPDXY TO FOPM A WATER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS STALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SJBMIT SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL B-20.3(13)A LIGHT STANDARDS (SUPPLEMENTAL SECTION) THE HAND HOLE SHALL BE LOCATED 900 TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROLWDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP. ALL POLES AND DAVIT ARMS SHALL BE DESIGNED TO SUPRRT A LUMINAIRE WEIGHT OF 50 LBS. OR MORE AND TO WITHH.STAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3. ALL POLES STALL MAINTAIN A MINIMM SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSRE. DAVIT ARMS THE DAVIT STYLE ARM SHALL INCORPORATE A 519" RADIUS BEND AS NEASRED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL i0 a20 ABOVE HORIZONTAL AND SHALL BE FURNISHED WITH A 2" DIAMETER SLIPFITTER WITH A MAXIMM LENGTH OF " 8" " TO FIT THE LUMIN4IRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEIUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWER END OF THE SHAFT SO THAT THE BASE, SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT, THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROOD HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNXTS AND TWO WASHERS, SHALL BE FURNISED WITH THE POLE. EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOTTOM END AND BE TREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPAB'_E OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. Kl-hCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL, Suplemental Specifications (Rev 01/27/B6) Page 44 8-20.13(3)A CONTINUED I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-DIGITS AND ONE LETTER ON EACH LIGHT POLE. THE LETTER AND NA04BERS COBIW,TION 94ALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE PCLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER AND ULTGRAVIOLET EXPOSURE. THE DECAL MARKERS SHALL. BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. I.O. !UMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. DELETE COMPLETE SECTION AND REPLACE WITH THE FOLLOWING: LIGHT STANDARDS SWILL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. THE POLE SHAFT SHALL BE PROVIDED WITH A 4" X 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS, ALL TENONS SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COPLETED PRIOR TO GALVANIZING. ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE DRIENTATICv NOTED IN THE PLANS. THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT WAS BEEN INSTALLED THEREON. 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SIGNAL CONDUCTORS SHALL BE STRANDED COPPER AND SHALL HAVE 600 VOLT TH INISULATION AND BE OF THE SIZES NOTED ON THE PLANS. ALL MULTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIVISION 9-29.3 and SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE ANG WIRING DIAGRAM, ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SODERLESS TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK 94ALL HAVE AN OPEN END SOOERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMED AND CABLED TOGETHER TO MACE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED LNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE. NEAREST JUUNCTION BOX TO THE LOOPS. 8-20.3(14)D TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF THE RESULTS. 8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTJON) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. Suplemental Specifications (Rev 01/27/86) Page 45 r ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLEIOUNTED SIGNAL HEADS, CABINETS, SIGHS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC. SHALL BE FIELD DRILLED. 8-20.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON, MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CODJCTORS WILL 8U BY PER EACH AND PER LINEAR FT/LUP AAA. MEASUREMENT FOR FOUNDATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMitETE IN PLACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) PAYMENT WILL BE MADE LWR: 1) "TRENCH AND BACKSILL, WIDE, DEEP", per Linear Foot. 2) "SELECT TRENCH BACKFILL", Per Ton, THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, HAULING AND OTHERW_SE DISPOSING OF THE WASTE MATERIALS, FOR BACKFILLING AND TAMPING BAClTlLL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) " FOUNDATION" PER EACH 4) "CONDUIT, P.V.C., SCHEDULE 40, " Per Lin. Ft. 5) "CONDUIT , P,V.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN JUNCTION BOX% PER EACH. 7) "STREET LIGHT STANDARD ", PER EACi. 8) "SIGNAL STANDARD, TYPE " PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHD." PER LINIAL FOOT 10) "SHIELDED PRE- EMPTION CABLE, 3/C SHD" PER LIN. FT. 11) "SHIELDED INTERCONNECT CABLE, _PR" PER LIN. FT, 12) "TRAFFIC SIGNAL MIRE" PER LUMP AIM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINIAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP SUN ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS ANJ THESE SPECIFICATIONS. Suplemental Specifications (Rev 01/27;86) Page 46 N� rovoNat wrNNNmcs 8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKEN YELLOW LINE 4 INCHES WIDE. THE BROKEN OR "SKIP" PATTERN SMALL BE BASED ON A 25-FOOT WIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT GAP, SKIP CENTER STRIPE tS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWO SOLID YELLOW LINES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE, DOUBLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR CHANtELIZATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 6 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR TRAFFIC ISLANDS AND CROSS HASH MARKS LAME STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SANE DIRECTION. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT WIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP. NO PASS STRIPE: DELETE REVERSIBLE LANE STRIPE- DELETF TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. THE BROKEN OR -SKIP" PATIERN WILL BE BASED ON A 25 FOOT WIT CONSISTING OF A 10 F00T LINE AND A 15 FOOT SPACE 9SEE DETAI_ SHEET). BARRIER STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 IN(HIES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPACE IN BETWEEN i't LINES. STOP BAR - DELETE AND REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SWILL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE MARKING CONFORMING TO CONTRACT PLANS MID DETAIL SHEETS. TRAFFIC LFTTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE MARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET. CYCLE DETECTOR SYMBOL - DELETE Suplement.al Specifications (Rev 01/2?/86) Page 47 8-22.3(5) TOLERANCES F^R LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS: LENGTH OF STRIPE - THE LONGITUDINAL AMftLATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINUS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL ;NEW SECTION) WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR STALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT SHALL BE BY LIE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE. 12 INCH WIDE CROSSWALK, BA BIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL '..EMLS SHALL BE COMPLETE IN PLACE. WASIJIE1ENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF " WIDE LINE 0-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE UNDER: 1. "Painted 4" Wick Solid Stripe" Per Linear Foot 2. "Peintm 6" Wide Solid Stripe" Per Linear Foot 3. "Painted _" Wide Barrier Stripe" Per Linear Foot 4. "Painted 12" Wide Crosswalk" Per Linear Foot S. "Painted _" Wide Stop Bar" Per Linear Foot 6. "Painted Traffic Arrow" Per Each 7. "Painted Traffic Legend" Per Each 8. "Plastic 12" Wide Crosswalk" Per Linear Foot 9. "Pl:.stic _ Wide Stop Bar" Per Linear Foot 13. "Plastic Traffic Arrow" Per Each 11. "Plastic Traffic Legend _" Per Each 12. "Removal of Paint Line _"Wide" per Lin. Ft. 13. "Removal of Plastic Line -Wide" per Lin. Ft. 9-03 AGGREGATES 9-G3.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..except that in no case shall the maximum size exceeu eight (6) inches. REPLACE PARAGRAPH 3 WITH: Gravel Base shall meet the following requirements for grading bnd triality when placed in hauling vehicles for delivery to the roadway, trench or during manufacture and placement Into a temporary stockpile. The exact point of acceptance will be determined by the Engineer. GRAVEL BASE GRAVEL BASE CLASS A CLASS B Passing 1/4" Sieve 25% min. 25% min. 751 max. 75% max. Suplemental Specifications (Rev 01/27/86) Page 48 9-03.10 CONTINUED Passing U.S. No. 200 5% max. 10% max. Sieve ;Met Sieving) Passing 0200 (Met Sieving) 2/3 Max. 213 max. Passing 040 (Sand Equivalent) 50 min. 30 min. 9-03 12(1)A CLASS A (REPLACEMENT SECTION) GRAVEL BACKFILL FOR F(ANDATION, CLASS A, SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST. 9-03.12(1)0 CLASS B REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATIONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR FOUNDATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BADGPILL FOR FOUNDATION, CLASS B, SHALL CONFORM TO HE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) +RAVEL BACKFILL FGR 'PIPE BEDDING (PARTIAL REPLACEMENT SECTION) REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL BAC1TILL FOR PIPE BEDDING SHALL CONSIST OF PEA GRAVEL. AID: MIEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BEDDING. 9-03.14 GRAVEL L--GROW (REPLACEMENT SECTION) IGRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS 8 GRAVEL BASE CONFORMING TO THE REQUIREMENTS OUTLINED IN r-03.10 AGGREGATE FOR GRAVEL BASE 9-05 ORAINA E STRICTIiFS, CULVERTS AMD CODUITS 9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) DELETE: ALL REFERENCE TD AN ALUMINA COATED (ALUMINIZEC', CORRUGATED IRON OR STEEL DRAIN PIPE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SENTENCE 2 PARAGRAPH 1 9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) REPLACE: "TREATMENT 5" WITH "TREATMENT 1" 9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT 'SECTION) DELETE: "except that protective coating shall !)e Treatment 5". Suplemental Specifications (Rev 01/27/86) Page 49 9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 I ADD: THE MAXIMUM LENGTH OF ,'VC PIPE SECTIONS USED SHALL BE 12 FEET. 945.13 DUCTILE IRON SEWER PIPE (PARTIAI. REPLACEMENT SECTION) DELETE PARAGRAPH 1 9-29 ILLNIIQIMTIam, SIGMA-S, ELMTRICPL 9-29.1 CONDUIT (REPLACEMENT SECTION) THE CONDUIT P.Y.C. - NON-METALLIC SHALL CONFORM TO ARTICLF 347 OF THE CODE AND ASTM STANDARDS. THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: (1) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUOTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AND STEEL COVER PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SHEETS. THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION BOXES SHALL BE AS FOLLOWS; (1) SICNAL ONLY: GALS" (2) STREET LIGHTIN- ✓ +: "LIGHTING" (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: "TS-LT" THE ABOVE INSCRIPTIONS SWILL NOT BE HIGHER THIN THE TOP SURFACE OF THE COVER PLATES. 9-29 3 CONDUCTORS. CABLE (REPLACEMENT SECTION) ALL SIGNAL CONDUCTORS 4S INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT T'!4W INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING DIAGRAM. TIE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL BE BELDEN, BELDFOIL 8720, or EQUAL, WITH 114 AWG CONDUCTORS STRANDED (19 w 27). THE CABLE SHALL HAVE POLYE-'YLENE INSULATED COPPE' CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TIMED COPPER DRAIN WIRE AND A CHROME VINYL JACKET. THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M #138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT Tn THE CONTROLLER CABINET AD NO SPLICES WILL BE ALLOWED, Suplemental Specifications (Rev 01;27/86) Page 50 9-29.3 CONTINUED THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT C&AWN, Mls.A.E" C)PP�F, SIZE 13 AWG. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYENE,WITH TELEPHONE 81NDUSTRY COLOR CODING. 3. CABLE CORE ASSEMBLY; INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. 4. SHIELDING' A CORROSION,'OXIDATION RESISTANT TINTED ETHYLENE COPOLYMLR COATED (BOTH SIDES) .008" THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE. SAME MANNER. I5 ACCEPTABLE. 5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONE14TAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SE( ;ENTIALLY A MINIMUM OF 2' ALOG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM-POLYETHYLENE GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND TrHE SHIELD. EACH WIRE SHALL BE NUMBERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS. ALL WIRES TERMINATED AT A TEPUMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SOLDERLESS TERMINAL. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THIS TYPE OF TERMINAL AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET AND AT INTERMEDIATE POINTS SHALL BE TRIMMED AND CABLED TOGETHER TO MAKE A NEAT AND CLEAN APPEARING INSTALLATION. ND SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE :K)ICATLZ;. ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL CO FQ"TNENT BDARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WI-H APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. INSTALLATION O ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER -(WORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SHALL BE 6UO VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CEMICALLY CROSS -INKED POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NET BE USED WHERE EXPOSED TO SUNLIGHT, THE GRADE INSULATIOV OF CODE THICKNESS SHALL BE USED. Suplemental Specifications (Rey 01/27;86) Page 51 9-29.3 CONTINUED (2) MILTI-001(AICTOR CABLE SHALL BE USED FOR TRAFFIC SIUTAL CONTROL, AND SHALL BE RATED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED WITH A MINIMUM OF 45 MILES PLASTICInD FOLWINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND SHALL BE COLOR COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CODED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL. CONDUCTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINh. CHLORIDE SHEATH 75 MILS THICK. INSULATION SHALL CONFORM TO APPLICAr� = PORTIONS OF ASTM STANDARD .',.'�LICATIOFS. AWG Nom. Strands CIRCUIT Phase Gauoe Gauge Conductor Color Stripe Signal heads.... A 14 39/27 Red, Yellow, Green None A' 14 19/27 Red, Yellow, Green White-White B 14 19/27 Red, Yellow, Green Black B' 14 19/27 Red, Yellow, Green Black-Black C 14 19/27 Red, Yellow, Green White Signal Com. 12 19125 White None Control Can. 12 19/25 White Black or Green Detector........ A,B,C 12 19/25 Black None Can. 12 19/25 White None Spare....... . .... 14 19/27 Red, Yellow, Green Blue Flashers....... .... 12 19/25 Black Nona Service......... .... 10 19/23 Black ND ,- Alternate..... .... 12 19/25 Black Wne Neutrals (rot lis—d).. .... 10 19/23 White None. Altematt..... .... 12 19/25 White or Green None Multi-conductor cable shall be assembled as per the following typical illustrations: a) : Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor. b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, whir^ with green or black stripe; and 3 Nc. 14's consisting of Phase A. c) B Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 N . 14's consisting of Phase A and B. d) 11 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG white with green or black stripe; and 9 No. 12's txsisting of Phase A, B and C e) 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stri, ; and 18 No. 14's consisting of Phase A, A', B, B', C and Spare. WIRING WILL BE ARRANGED SO THAT C@6TNATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. WITH THE EXCEPTION OF TYPE XHHW INSULATION, THE MINI" INSULATION THICKNESS FijR ANY ELECTRICAL CONDUCTOR SHL , dE 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLEY TO THE THICKNESS OF THAT INSUATION IMMEDIATELY AROLND ANY CONDUCTOR WR EXl1lDING ANY SHEATH OR JACKET THICKNESS. INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.W.G., TYPE USE, RHH OR RHW INSULATION. SEE DETAIL SHEETS. N-29.4 MESSENGER CABLE. FITTINGS - DELETE 9-29.5 POLE LINE HARDWARE - DELETE Suplemental Soecificatioos (Rev 01/27/86) Page 52 9-29.6 LIGHT STANDARDS (4EPLACEMENT SECTION) LIGHT STANDARDS SHALL BE SPIN ALUMINUM IN ACCORDANCE DETAILS SHOWN iN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TINKER LIGHT STANDARDS, TIMBER STRAIN POLES, TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION, ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS STALL BE WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. DR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION ALL CONNECTIONS SHALL BE MADE WITH COMFP155ION FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES SHALL BE LOCATED IN TWO LOCATIONS, THE FIRST BEING INSIDE THE HAND HOLE AT THE BASE OF THE POLE AND THE SECOND BEING PROVIDED FOR THE CCPLETE STREET LIGHT SERVICE (IF SPECIFIED) SMALL BE LOCATED IN A TYPE "B" ,JUNCTION BOX AS NEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COMPANY'S VAULT OR POLE (SOURCE OF POWER FOR THE SYSTEM). FUSES FURNi, —D FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SHALL HAVE. THE FOLLOWING CHARACTEPISTICS: 1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPNOXIMATFLY ONE HOUR. 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLUWING OF TIE FUSE, 4. FUSES SWILL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PR::_ECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS THEREFOR: LUMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W 15A 400 W 1CA 250 W IDA 200 W IDA 175 M IDA 150 W IDA 100 W 19A 5. FUSES SHALL BE 1;L. LISTEU 9-29.8 MAST ARMS, CROSS ARMS AND TIE ROD - DELETE -29`9 BA__AST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PROPERLY OPERATE 100 WATT 554, 150 WATT 555, 200 WATT 566, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LANDS SHALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR). THE BALLAST SHALL BE PRE-WIRED TO THE LOAF SOCKET ANO TERMINAL BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS TYAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED BIPHENYLS (P.C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO Th` CASE LIF".4G ALL ELECTRICAL DAIA. Suplemental Sperifications (Rev 01/27/86) Page 53 9-29.10 LUMINAIRES (REPLACEMEN7 SECTION) ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION T,'PE ARD WATTAGE INDICATED IN THE PLANS. LUMINAIRES SWILL HAYE A CAST-ALUMINUM NOU31NG PROVIDING FOR A SLIP-FITTER TYPE MOURINO AND CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. �. THE LMINAIRE SHALL INCLUDE THE POWER DOOR FUJURE. THE LUMINAIRE SMALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL SMALL BE RACED BETWEEN THE LAMP SOCKET AND THE REFLECTOR. THE MANUFACTURER'S MAME OR SYMBOL SHALL BE CLRARLY MARRIED ON EACH LUMINAIRE. EACH LUMINAIRE SHALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE I:.OUMD. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SMALL BE A MINIMUM OF TWO INCH:S IN HEIGHT THE DECAL SHALL BE GOLD IN COLOR WITH LAMP WAT'A" 'HDICATED BY THE FOLLOWING NUER::CAL LEGEND. FOR 70 WATTS 25 FOR 250 WATTS 10 FCR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 FOR 70L WATTS 20 FOR 200 WATTS X1 FOR 1,000 WAT ALL LUMINAIRES SMALL H4VE THEIR COMPONENTS SECURED TO THE LUMIN+IRE FRAME WITh STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINUES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER-TIGHT. 9-29.11 CJNTRC_ EQUIPMENT (REPLACEMENT SECTION) UM_ESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SMALL BE CONTROLLED B :-,MDINATION OF POTOELECTRIC CONTROLS AND LIGHTING CUNTAC7ORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO-CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGF - 55 DEGREES C TO .70 DECREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LU414AIRE. IN A CONTACiO-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SMALL BE MOUNTED ON THE LUMINAIRE Ir_ARESI TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT AAD "ON" AS MIN. _.:plement- Specifications (Rev 01;27/86) Page 54 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) ALL SPLICES AND TAPS SMALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC , 9S TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE AND ITS INLSULATION AS USED IN THE LIGiHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT S.!ALL OPERATE ON 120 VOLT, 6U CYCLE, SINGLE PHASE ALTERNATING CURRENT AMD SHALL USE THE POWER LINE Ham-ENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS. COMPONENTS SUCH AS RESISTORS, CAPAC•TORS, DIODES AND TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECNNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKET; AND SMALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COPONENTS SHALL BE STANDARD "OFF THE SELF" ITEMS. THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MDLTISONIC MASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CJP' ORMANCE WiTN THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LI'E MASTER COMPUTER (MLLTISONIL MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MOPE OR IN A FU.LY-RCTUATEU MODE WITH VOLUME DENSITY ON EACH PHASE AS REWIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH UNIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UM TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO A '.-X WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE WITS. THE PRE-EMPTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SANE TRANSMITTERS. MEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SWILL HOLD THE CONTROLLER IN THE REQUIRED PASSE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROL-ER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LOAFER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SHALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICF-7R LIGHTS SWILL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL CALLED. SWITCHES SHALL CO''ROL SYSTcM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. 9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION) 1HE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOLD COMPLETE SETS OF SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SOB-ASSEMBLIES. Suplemental Specificatlons (Rev 01/27/8e) Page 55 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A CORNELL4XBILER RADIO INTERFERENCE FILTER W 10601-1 30 AMPS OR EQUIVALENT SHALL BE USED TO FILTER THE A.C. F `WER. ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLIIE-DENSITY OPERATION SHALL BE PROVIDED IN ACCORDANCE WITH MENA STANDARDS. THE CONTROLLER SMALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTIONS SMALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SWILL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLL, , SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED NODE. STANDBY OPERATION SWILL AUT04ATICALLY OCCUR UPON OPENING OF INTERCONECT LINES, FAILUE O CENTRA'_ MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SHALL NOT CALL UP A STARTING YELLOW. 9-29.13(7)A ENVIROIMENTAL, PERFORMANCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS %REPLACEMENT SECTION) THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC ST7NAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET SHALL BE SHOP TESTED TO THE SATISFAL LON OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION BALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SHOP WILL HAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD U-IL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UN, A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTOR'+ PERF .'LANCE OF THE ENTIRE :14EGRO.TED SYST04 HAS BEEN DD OKTRATEO. THE DEMONSTRATION BY THE CONIRACTCN. TO THE ENGINEER O ALL COMPONENTS FUNCTIONING PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY PESPONSIBI. Y RELATIVE TO Tom' PROPER FUNCTIONING Or ALL AFORESTATED CONTROL GSAR WHEN FIELD INSTALLED. 9-29.13(7)B AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCCS THERE SHALL BE A MAIN POWER SWITCH INSIDE T. CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TURNED OFF, THERE S44LL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANCING CONTROLLERS OR LOAD SWITCHING DEYICE� Suplemental Specifications (Rev 01/27/86) Page 56 9-29.13(7)8 CONTINUED STOP TIME BYPASS SWITCH THERE BALL aE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TINE BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, TIE CONTROLLER 94AU IMEDIATELY STOP TIME. THE STOP TIFF BYPASS SWITCH SWILL REMOVE STOP ':'r FROM TIE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLA& 4G OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AND PEDESTRIAN PWL9 SHALL HAYc A MOMENTARY (SPRING RETURN` ETECTOR TEST SWITCH. WHEN DEPRESSED, THE SWITCH SHALL FACE A CALL ON ITS RESPECTP•c. SIGNAL PHAx. CONVENIENCE OUTLET AND LAP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCADESCENT LAP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR `WITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE UNIT THE FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONLS OF THE A.C. SINE WAVE FOR ALL GREEN, AMER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF DISPLAY OF CONFLICTING INDICATIONS SHALL NOT RE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SH.�L BE A VISUAL INDICATION THAT THE MONITOR HA`. PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ,ARRESTER) THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT CODA DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS. FIELD WIRING TERMINAL 1 THERE BALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NUMBERS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINIMUM OF 15 TERMINALS AND A LOUD BAR WITH A MINIMM OF 6 TERMINALS SHALL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMUNICATION DEVICES BALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICA'I0M DEVICES SHILL BE USED FOR ON-LINE COMPUTER 0INTRDL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MUL.TISONIC MASTER COMPUTER UNIT AND THE INTERCONNECT CABLES. IN THE EVENT OF LOSS O� SIGNAL FROM THE MASTER COMPUTER THE INTERFACE COMMICATION DEVICE SHALL EMPLOY THE LATEST STATE-OF-ART ENCODING'DECODING, MU-TPLEXINC TECHNOLOGIES IN ORDER TO PROVIDE FOR THE BI-DIRECTIONAL COMMUNICATION OF DATA AND COMAND INFORMATION BETWEEN THE MASTER COMPUTER AND THE INTERSECTION. SWlemental Specifications (Rev 01/27i86) Page 57 f 9-29.13(7)0 CONTROLLER CABINETS (REPLACEENT SECTION) EACH TRAFFIC CONTROLLER CABINET BALL PROVIDE A WEATHERPGJOF HOUSING AND HAVE THE Fa.LCJWING REQUIREMENTS: 1. C0NSTRUCTION SHALL BE OF SHEET STEEL. 2. THE CABINET STALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AUXILIARY EQUIPMENT. .5. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AND ANY REQUIRED APPURTENANCES. 4. THE CABINET SHALL HAVE A FILTERED AIR .NTAKr AND A VENT FAN. THE AIR INTAKE FILTER SHA'_L BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VEN- FAN SWILL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. THE CABINET LOOR SWILL BE PROVIDED WITH THE FOLLOWING: e. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE 3ECLAED WITH A CORBIN TYPE 2 LOCK. THE MAIN DOOR SWILL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGAL DISPLAY IN THE FIELD BUT WILL ALLOW -HE CONTROL EQUIPMENT TO OPERATE MEN PLACED IN THE "OFF" POSITION. A SECOND SHALL BE THE AUTO-FLASK SWITCH. MEN PLACED IN THE "FLASH" POSITION, CONTROLLER '1ALL REMAIN ON AND CONTROLLER SHALL STOP TIME DEPENDENT ON SWITCH SETTING ONE .JXILIARY PANEL DESCRIED LATER. D. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR HA04 ERTOE MAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. c. BOTH DOORS (MAIN AND POLICE PANEL) BALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9--29.16 VEHICULAR SIGNAL ;FADS (REPLACEMENT SECTION) VEHICULAR SIGNAL HEADS SHALL HAVE THE LENS SIZES AS SHOWN ON THE 5194AL PLANS. VEHIL CAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR RTICAL MOUNTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HLAD OPTICAL LIMITS SHALL CONSIST OF LENS, REFLECTORS, LIMP HOLDERS, AND TRAFFIC SIGNAL LIMPS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EWLOY 67 OR 69 WATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LUMENS, 665 MINIK04 INITIAL LUMENS, 8000 HR. RATED LIFE, 2 7116 INCH LIGHT CENTER LENGTH, A-21 BULB, MECIUN BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNISHED WIT4 165 WATT TRAFFIC SIGNAL. LAPS RATED FOR 130 VOLT OPERATION, 1750 MINI" INITIAL LUMENS, 8000 HiR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P- LB, MEDIUM BASE, GEAR IN M''_OR. ALL BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING POIP. L.I. ALL SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLA6 AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGH- WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND SHALL FIT IN 10 A NEOPRENE GAcKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHE4PROOF W:C :'1ST-TIGHT. THE REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL WIT SHALL BE DESI`,TNEO TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SW'S RAYS EVEN AT TIMES OF THE JAY MEN THE SUN MAY SHINE DIRECTLY INTO THE LENS. Suplemental Spccificati,x (Rev 01/27/86) Page 58 9-29.16(2)E PAINTING SIGNAL !FADS (REPLACEMENT SECTION) SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISED WITH TWO MATS GF FACTORY-APPLIED TRAFFIC SIINAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SWILL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)A 6 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)B 12 INCH POLYCARIONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL EE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION) DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. 9-19,20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) PEDESTRIAN SIGNAL HEADS SHALL BF THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, 'RAND" (FOR THE DO NOT WALK MODE) 1N PORTLAND ORANGE AND "MAN" (FOR THE WALK NODE) IN LUNAR WHITE. THE MESSAGE MODULE SWILL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING WADE OF POLYCARBONATE PLASTIC. THE LENS MATERIAL SHALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SAL'. BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. 9-29.20(2) WON GRID TYPE REPLACEMENT SECTION) ALL NEON GRIt) HEADS SA! RE EQUIPPCD WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC DESIGNED TO ELIMINATE SLW -01. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO Rc,.-SSEJ CONTACTS IN THE TRANSFORMER ENCLOSURE _ _. THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 45 WATT MAX, AND THE "UMW" SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNAL/STREET LIGHT= SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS. THE CABINET ' BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERtOR SURFACu AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS, RIVETS DR BOLTS SHALL BE VISIBLE OUTSME THE ENCLOSURE. THE CABINET DOOR SHALL BE FITTED FOR A BEST INTERNAL CX TYPE LOOK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TiGHHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET. Suplemental Specifications (Rev O1/27/86) Page 59 f 9-29.24(1) PAINTING (REPLACEMENT SECTION) THE FINISH COAT 90-L BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. TIE GALVANIZED SURFACE SNAIL BE ETCHED BEFORE THE BAM(:D ON ENAMEL •S APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR MADE OF WHITE METAL ENAMEL. 9-29.2-:1) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND COHTACTOR5 SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. 1.E FOLLOWING EQUIPMENT SMALL BE FEATURED WITHIN THE_ CABINET: 1. Main Circuit Breaker 2. Branch circuit brew;,ers 3. Utiiity plug (110 volt-20 AMP rated) G.F.I. TYPE 4. Light control test switch (120 volt-15 asp) 5. Contactor relay for aach eircoit 6. Double pole branch brea.•er (a) to ltghtirg circuits (240 volt) 7. One 120 volt, 20 W single pole branch breaker (for utility plugs) B. Type 3-single phase 120/240 volt grounded neutral service 9. One 120 volt 40 emp single pole brarx.h breaker (signal service) IU. Complete provisions for 16 breaker poles 11. Name plates phenolic black with white engraving except the Min breaker which shall be red with white lettering. All name plates shall be attached by S.S. screws, 12. Meter base sections are unnecessary 9-29.25 AMPLIFIER. TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBE.RGIASS, BE GREY IN COLOR, BE APPROXIMATELY 10" HIGiH x B" WIDE x 4" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE BOX SHAD. BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "CLASS 53 an(! CLASS 50" WITH "CLASS 52" 9-30.3A GATE VALVES (PARTIAL REFLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE IOWA LIST 14, MUELLER COMPANY NO. A2380, PACIFIC STATES, U.S, METROPOLITAN, KEN EDY, OR MW. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 11" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. A, . 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLEJ IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INZTALLATION. 9-30.3E VA..VE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLAN-.. -ARAGHAPH 1 WITH: VALVE MA' '7 O"`STS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS W,tp� OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. TH' S"r,Ll BE rABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS. Suplemental Specifications (Rev 01/27/B6) Page 60 9-30.5 HYDRANTS (REPLACEMENT SECTION) ^„ FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL .01ST 3E OBTAINED PR,OR TO BID OPENING. 9-30 5A ENO CONNECTIONS (REPLACEMENT SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION ULES`, OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.58 HYDRANT DIMENSIONS (PARTIAL REPLACEMENT SECTION) REPLACE PAPAGRAPH 1 WITH; FIRE HYDRANTS SHALL BE COiEY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-5O4-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 1/2 THREADS PER INCH AND ONE 4 INCHH RMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, 0.0. THREAD 4.075 AND HOOT DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING CUNTEF CLOCKWISE (LEFT). FIRE HYDRANS SHALL NE IOWA OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED OR TO BIC OPENING. 9-30.7B(1) FOUNDATION MATERIAL CLASS A AND CLASS B (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1, REPLACE 1ST SENTENk'E WITH; FOUNDATION MATERIAL CLASS A AND CLASS B SHALL BE CRUSHED GRANULAR MATERIAL AND SHALL C^NFORM TO THE FOLLOWING GRADATIONS WHEN TESTED IN ACCORDANCE WITH ASTM D422. 9-3D.7(0)2 FOUNDATION MATERIAL CLADS C - DELETE Suplemental Specifications (Rev 01/27/86) Page 61 3 1 W 831 Queen Ave N. � � � �. '`�►`�=- CITY OF RENTON 1986 Steel Water main Replacements in Presidents Park SPECIAL PROVISIONS 1-05 CONTROLL OF WORK 1 OS 5( ) CONSTRUCTION STAKING (SLPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors surveyor as provided in the supplemental specifications, and paid for as "Construction Staking and As-Built Notes and Drawings, Per Lump Sum". 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PLH.IC 1 07 16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of- way or Easements shall be removed and restoreo to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. Suen removal no restoration shall be considered incidental to the bid item "Remove Lawn and Restore with Sod", and no further compensation will be made. 7-11 PIPE INSTALLATION FOR WATER MAINS 7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMEMAL SECTION) All connections to existing mains shall be made by City forces. 8-01 ROAD SIDE SEEDING 8-01 3(2) TOPSOIL (SUPPLEMENTAL SECTION) Supply a minimum of 4" of Top Soil type A under all sad and as a base for seeding. 8-01.5 PAYMENT (NEW SECTION) The unit bid price for "Remove Lawn and Restore with Sod", per Square Yard shall be full compensation for all labor, materials, equipment and all Stems required to complete the work as specified. STANDARD DRAWINGS Ir GENERAL MISCELLANEI,US DETAILS VALVE OPERATING NU EXTENSION DETAIL 10 ro*a S[[ G[TUL _-/.yy. . vr' CIA, ^n. Nu. TA;uN[sl. + o ro'• l P'u'A A 5 R..1 e. 11V NIN, TWIMSS. e vkvf Oelw'IOn NUl f1TCN510M"IS It C (Yl[N)IDrS III NWl1["1N{n TAt"Evc w IS MAT LIMN "Ifl bl I[P PEtON IUBAIC GEM; EtIMIONS hot TO It A NI.1"OT ONE ( • 'Wt '11M.CAN,IN LIMNS;O%tO M WCC of,rNW I );♦ ,lif WAi ittnf.- 1 Mll M1 f"INS1aS An TO Il NAIq OF STEEL VJtr As 4071).AK^r:NIFC.Il. TWO COATS a chum ELASTIC Alto rinU GENERAL NOTES THAT AS SPECIFIED a, N[St Y[ MINT CO. °'w APPM+m tpNl. SHOULD BE ON ALL WATER PLAN SETS {[NTni NOTES 1. All pn•rten111 tMll r u Collo.M11v•It-tM StAnnryi AN fnnll A. VALVE MARKER POST n.1 a 1M nu II MntM g11111)emr.1•IN tooInlet when en iM ELEVATIONS I.,,,nINAw",A+A Sw...f1uMA. f Ali IK•llent oI l"Itlnl,Cell\let, too eM en.il"'I !n! 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Y41M ylil,l el\NrUN I1K4 (li,) •%,I•of fir.[+, ,"L.., •7 w1al"el 11.1. 1"rWt•IOefalLr NOTE FOR CONVEX VERTICAL SENDS BLOCKING, I. Ile of te"LNy re.xN It«•. 9'..•' ef_I:N IN,I w SEE Ai STANDARD RAN NO 73. 4, 111•IM~A el MMN p4l ly) •Ili wr M�f^iI.-A; TABLE 1 S. yWirN Wnp eL(Nenw !N. N).1MIp1 •NNn L 3N0M .O.OpN 7xe.1, .1 r n11.11 ",rCwei •Iry,•4•sal .0.0)/K Iqt r-Mm K•C Not ff"0 itx0 sm iw )m }.I10 I.PN Lip q: U( s. f��y__I��, [NNNIi4 er IM NLIr,I AT A""" AA; "rNUlm p i1KL T 'Aik 1 6$A. 1.wwr N�... 1 . t; W.N,M. I.C. Iw IM eiN W 11 N iS Ni W IN.eel eNel:« In 1M nN Iw11- Y )K /,500 1},m0 4.510 1310 I,IOC NIN iW Ntl".I. a Nl.fl«. a. as 11..}o p.$)o le.yio i.re a.)), Mu•,n INIIM 1•NmM tsN\NI. Il . )m N, it 150 MI" IIIND 25.1p �).}it i,+u 6,IaiN NMIL.01 I"eiN•).Of In. .f.0)/1).0.)[ 11. 11" no N.}N i).Jhi )$,)y 1/,0)^ !.I,- Go to\NI. I TA.twtl"\L,N.UN fl IN NI.w .N IMI IN li" lls i).})0 N.NC )\,{}C IY,i)C 9.0)C Inrvq •%i• .1 la )1,)M IYMr. A.N YNIL 3' '. l" 1 f:n[ IM Nr.NLr ly IW re. NN IY }m 5O.1K N.Dm )).Nr If.Nr 10✓): 10 ).00e IN.IN. II. 16 N.. I rIE:N I In4Nul IM roanlN el IM LNa.LN SO' lm Q.W N.100 41,010 2Y.W 13.S4C I., 1l»I.M tM y NN. SY }N %.4N 27.,k N,IN )s.):c IL Cc iL'.IM.N[ 1.<i1,4I 01 AAA rrajNt N1 I.N Nlln el IIN[e Inl . 1IN, to )K w.)p 111./M I01,I56 ss.ac }I.}Ic ViN"of I,NLi, (VI • ) 1N, y' im 203,5m 267.1s0 I55.70 1 Vit" IM aNU1 Nae•e1N inlNnN�M,«erey.l l0 lM liyl SPA •.N el to L.N. w . U., .4*0• )n} .a n. TABLE 2 ww 1.u.4,11,L er ri,.uN fia. tl{,I 0' nNa._ I. }.0 rl Nq 4e.,M awa, (4 1sL rt - r•S tM..la w.r,ni Iwnl 1'N. �n IM Ie,ly-.p INIe hot. CN[•L,a Te.NI Ppl IOLf M•ym1.1 I.wu M., IN 4rm a wM. e•a• IM L N• Nem er },.M" 1n rwl tr) - PaaN o t t rwl tIlf ua .pL: L 1 .1--gIl I) 1t fort le e.• a 1, M.:.r l.nv<x or T"NN n41 IM) •y 3ert cIN L00: tL a CN • I Au1.ne t,Z ).OPC •�•. - J .i It. ir.»I CWnIN-ill,(IF I,ON Mre fMl• 10.0c ew�.N he.n,of tyµN11.VIn Mt •0."1, . INNnb 0.0))K •11y I,n 1L) . e.0,104 •1,pe1 or WI, LII tirnfl lMl, N NNrNM1 er r,I..o wN 10.el i1 IsunLL1,M1 er N , e1 NL•AT Nwi L •U.O. ) N. r. it . 0.0)}a Nrl4Lynr•P 1.r1Nf er NV i Ml a1N�tab m ... v . o sP L. u/ IMwll WATER STANDARD DETAIL CITY OF RENTON YOI TO sell DEPARTMENT OF PUBLIC WORKS Ko.3.11fe lf:f DECHLORINATION TREATMENT PROCESS: AMOLAW OF CREMICALB REOLMED: Oadlb,f,aW a YKptIplYllE by dla arrnrrbpW C1M1YC11 lacbal of The nrdllr aw If,Ine apeiU will Oa rlrllldl{aO by n,a,ng,aslP Oro ab Ina"00 b,rop n db PNMfro wm a OcNOnNlgn il"M y dr afalll,cas yaw in Table I Tro ampAl Iw ab w— Iolll npan0 w li TYM IYpa am wie a pb d dapnlpnropoll UlarllYala aWfa an Ds dabnwabd ban TaTOWN,t Call ton tro ra,wro OF rrW and pr rYbWl MINn llg%bn i aynyprpW I rnlonro cbr,barwnpbn,n de ppa,ro raCnn,Cal gnOe-1QobIM baps bd m was TABLE 1 74il l 9n0e-44"loob baps glun0a Of pscrft m qn GwvI"is hgnnO IO tall Wnp,rs ea* II Llrar fannya(wal RM,Oua CN ft CpI0Mra00M b,E Tec»nw�l praOl wip pil am 4000 OnAp larY'1000 CalloM of wle� CInIYa and Meow FAMOW Olcony) Fhaaf Glbnm sob., $w,, GabMinliM rn,oaubab sooelm MWnab Inpia ppfnl IfKxrannyproual sun,b (annydrbua'i 10 02 0Is off 20 0s a 022 00 05 0.5 by a0 0a a Ou c ,0 075 0% SIM LalllYrC A 1%by fi 1pn Vo,lf aDNOibn of to daCnbnrYlgn f Own"win be bra0arab by d,aaarnp awv I to of dabnlonrolbo, Val unto m aw" of pbr lIl brpannp IMa muffbn an dllarlfarl anolap M adwd b Ob wW am M W awn Val enem I rre mnlpbrly deOlwO I APPLICATION: LOCAL SUPPLIERS b mw ayaw d I fa anal'WpaInaa dacnlOnrolbn fry be acl, by cWc1"'q Ine Van Maas am RougenI M fYW Mler in a CalWnrronl yaaaa am wo,np wMn wMnuoua WMI 5 2121n mnnp M lapu,w armu"I a a dcnbnNnOn CMmCJI slooy soi~ neyl wM TN a 6256151 or 672,5gpp IIE a pacngn.Ymp cnsfnul fa wiry IOObs pf"w) L Cdnww Food dlwrd For Yrge p,p ,fae Clwnaah Inc l!H, a anan conYinrrom of db t'Nonrobb wbr is Iglq Mayne" Im wlbn I dle pbnnnypya Iee,ryy0l d wonl1wIleb Tripfba ma, Ia lie Mfonr,,w wwbr wn pe sw at a Cbyu l Me in yn,cn• Tal WA To.572-9= (gY1Fnl Mw Of dcM,WMI,bn abmfJ:yb[a Sol~NYII M%d into ab hf a T1b Ma nbs win pa propbrl n w Illal nb dacnlbnronpn Crwnynp Caporalww, cI w "I concenlnpon win w_onfm W W buoupnouf bb penOC 2W3 N E Bi kM, npwbd to bWn me cntonrobb wnr•fray"p,pM,x 5011 Vyy, fa•5,5- VX by W&562b794 PROCESS FLOW DIAGRAM. L Dacnlpnrytbr, C I► Ca,cenbalnuon IbY aw,pn0 all roscuyo,III ld y Conwnmenl Uscnarye m VOW Ibbabd Nabl 5unoundnlp nydnnl.alC 1 IYM Irucal � WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS w.ac. .. r^ . r rr u-r0O"1 011. . •l NO If11 P irOLY fact) CORP STOP F I 0 M ' - 9C° ELL- • L44-4+ u rrt - PLAN 1E (TRAFFIC TvfIE) MOLL aR Ro roY1!le N 14 1".. �w[nR LOIMI io pt•r�t I""; ll t011 E } vnF 0 lr a 4,. rr plt w uUff.MnxoU [OY[! l/r wWin., R rY rrw chin LW(!1w`l rYl nrrr�R 'Y!1(! rv+vw AUK Or .tsl cl tUT .IRS Yrt. 1' lut4l3f Ce LR[� t4t0[iL ,M"s rota r RlL4i r�Rf f.•t.. sn. NVv rnn[rl sf:i�w w4 f'VKII t)" To!r m c t1m lwrl n Ynw[wt�'lil " nprltls,•tln M sUn•t Mur i LL Ytl Llcvr rm tttlCVtt ro w1c.m ruu uniw rw N win ru. lQW R rcttw =lc twrxn. art. o cwtril [warn fwwi rrr swell .ao {arRnr nttwnw WYII S:' •;[awun0 rpwriiw wMi:�;�, ELEVATION ELEVATION INSTALL EPyy „ewi- SNQwK GaatT 12" GATE VALVE INSTALLATION W.-TN BY PASS ASSEMSLY 4F NON TRAFFIC TvDE VAULT TO BE BILCO COVED WATER STANDARD DETAIL CITY OF RENTON PAR2/ REV610rJ .or ro sate 2/ DEPARTMENT OF PUBLIC WORKS w...»...... SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE 1 Retap Existing 3�4' Copper Service -nd if necessary Adjust Meter 8 Meter Bon to Grade NEW C01 SERVICE '-��,_ L= i Eip espir Loa a-pw tom MONISM EKS"M EYw ExutT,Eo aeevr a LwE CUT.EENO E CONNECT EXISTING ti COMA LINE TO NEW CORPORATION STOP am EWE am""Saw TYPE II Retap and Replace 3 4" Galvanized Service with 3'4` Copper Service and if necessary Adjust Meter 6 Meter Box to Grade TYPE fit Install 3 4' Copper Stub Service Including Meter Box NOTE: 1. For TYPE If f1 III Service Information See Standard Detail for 3 4' 81- Water Services 2. On Watermains that are Bonded for Cathodic Protection All Eervice connections shell have Service Insulators. WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984 TIE ROD SELECTION TABLE Ar�lr M 11, MCI WE awwt MCI rawer rN I ) • t 1 ro 11 M It C• )" IM 2,110 I'1 1 ]ao I. )/► 1M LSaa f/1 1/l III' 1 ICC It In 112 q Est Witte V, S/I 4 ISO •%.)a "A �t nS IS.e)o It, S/1 �1 lea St.. Lr SII )C ma 1I.uo Irr SII' It ICC /C.rb Lr- Ia IN ul J)o llf >. m Io).w III an, I. Still rM 111 11I5 Mrll All M wT"q•Tl "N.Cy.v ra,w r1, M IONIC I lq All 1N11 YN M,IM4•tMi( ,wly! Wl.rl 11111 nl0 WO .1 1.1 M M MI It✓.Sou 4c.P I nll.n.aT "it" MnaTi 4111 rM nI Mn.nriMlr. Wu It sVlnun ta T la `%4l III ll to'At "n • , I tom S.11 It Fl1a.1)IC M IWnp Ill. I Cerra or aarrut , 6AIW At" C•Y1'CD LIwr1• 11 6 =It P4'. 1�1 nl wniwyi M• tnlCill f nut 'It IMu.II Mvit NIT OF uwn 1a cCMul NC TIC All 11 MM.n u• IeCI,MAL urn.. n1 Vol., 11.10.11 calm". M IQW. CAST ON LUGS TIE BOLT FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL PARIAL R&610N CITY OF RENTON la, To sc.0 DEPARTMENT OF PUBLIC WORKS Zrw.w1.A•M/1e� Typt Typ.•i B,oearq for 1%, 2?'-,*X,,taco Iwo t°r W•22"- CY vanca MO vB S e L E y R 1 as for —� • 3CO ,. 2T,roj.n- + as ` Trciw 6 - n b 6.. 700 11 O �� '< ., J D 300 1, �y 0 ., ° / 2 (tops u rso J 1 �a .o ,. ace..eu)alco„c To— no , + Typi B Bwcw b ay,v.sed a$ T ��9bc► tart as br Iv 45 WMeal Bind umcw 1bOs r-yey vs S C L C lot t T 3 � 6pc f ! ,2, 50 n •5 212 16 ;l .a _ 200 _ + S a •Cis 501 ,)Carlc NOTE TURNBUG(LES SHALL- 8E USED STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND PARTIAL REOSIOF1 2/u/86 n4-.u1E'CDIICREn YFnR w[ I4 Vsiwlloyto RIDNT OF WAY Y'IiN Llr STEEL wRWtN RUTt «� /NI STALL Of TE A POP AT PACOSATT AS fl.IOCVIE CO.IORYE SA SOX fitilR IVJ IIMF {• �1 �bll1 . p0i W.L[ ' WVY i�R1•. ..,to Yt Tf R TO tF SU.fUID Iv Tnf D11Y fVC fCMlOUL[II COUELINO fOIID CiRD011Y fORD CpfFRSETfR fIDT.iIR YIR.COIYRESSPRE[p11(Np/ VNYINNII I g TYfE'IL"ROET COftR TU11w trfE"k"wfi COfi4RTWINC\ 4 ltRR I"NADIU[WIN.1 I'RAOIW IYiN Ij h CAT IROR OR DUR LE IRON' LOOP ODWEITOCENTI LINI OF WATER IF SERy1Dt LINE TO MOUSE IS TGIF .TfRWIN E{RIVNYIMI N TO TOYETF[I4 CpiU INSTAIIEO IN THE FUTURE INSTALL FORD CIA 0%N WIIVDR.TIDN ROf,IWDTAR RED f IOT.fCYSREf{IDN fbUE_NO TNRtM fCCl.fxrr 4"OR I"OAIVRNIttD IIUG TM. AS CEM E NI IE I. ASBESTOS CEMENT ESTOSCEYENTORINN: WATER NUNS 'WALL DOCILE TA SRVIC CW EOWI TO YUILLIR W 3/4" 3 1" Water Service WATER STANDARD DETAIL CITY OF PENTON DEPARTMENT OF PUBLIC WORKS Nor To self DFCIgER tfY IIM AtWIT MM9 ADS'. Y "I'"V InNtle total" Yp ws t-0 tat. towI U"Oft trOrn MoA,,To Ll .,",MIN eIT11t / MWi YIh K i CMTS 1.tit ."Al I1IY1 0.".. IYTZRMTIy M 4nprlo A. jI101 wlew, i � � i "I LILINTI � \ j \ .p*1 �YY w lLl.\ 1 Ym MOPG soP¢I r IbINn IS YT lnu no. .� Y Onn MtY,IN Mµl \I ~ NyYp MtT PLAN ELEVATION FIRE HYDRANT GUARD POSTS Yol 1 UP tlpl T•0' W. w.MM,I1AuN'10 Iw.a)n^n sap xY it [ ST.Tl1 CMI .p N.. (0. am, ]. 0Y 0Ye0Yl0 M 1pu ! Nt11M114 AI+T I rT YI•x IULl )i Mu YI YIYfOMI;ll" C " WYµ !iY:M+[ 1Ml'L. t µ,A LOYrrI Itl O� IIT• 01 Y11111 'a At 40 µ nISAQ c Ml4tA.t YN. 1111{ .`.1 TO., I.I+TIO YITx lYp<MTS 11 .0 YT xNHlu.,nl H rY•Y0 Y)q W. IY•INJn Mµ Rtt4 M WgNp dal M+ .Lc+ CUT j Ils wa<lmk t k ,o u LMw- 1 1 W.+, WIW. {' .. . Tvc.aar CAP I.a MIES Lot. 11 Npr NG ] �"AASW l0p St IV At AILY...GAS[ SWIM YµO YIMI tL LEASE. A GE.x TO hl ' I r3 gYtNTI MOtuK f>(NTI L10t.4S IV'.t.Y unAlll tMLNII 810(r q J� `I.SI IMY lll. YIM1 1' MTI vµvl, 44:1 .W+.11It4 JOw,, ,(III f4.$10f /001 It.1111.W .-2350'I6 N L MIA W. 10 .0'. \ ppYY�� J� IIN. [l lt ])a IYfT 111 ]E. Tllnww Ys. YM"It . (EASEVP. Clot.' U Y• t4(o +L,+ t - II WOI.tT WYh ..1114 11 MC TO r1T. 0]/Y iTll[bl LWS, l(N.,. rw *0 IIIV1111 Z^_J AM. a l Ns,a S rn MIY FIRE HYDRANT ASSEMBLY FILL, FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON fAgTML RWQCOd2/x/BG No, To Lt..] DEPARTMENT OF PUBLIC WORKS -�- DEAD PAN BLOCKING WITH SHACKLE • ^ • r ROD 70 CAP • • o�. •• • y v� � v • y 1 I I I ' Mil•YN {Y• I I f41.•r t•r m Ir SYAII ei r 1:Y1 A ROCKWELL 461 wD CAP Co.A.&. •rY U YIYI YI PLAN tYp "M 101 1." Y\Y Y(, 1pw. t0 4;n i11" CO.. OtUY•0 •' ` 41ftr.. Yr if Yµ4N Y11 YpY\t•Lr .. IT Y'WYn((• r•Y 1 frM U YWrYO IY\Y1 !'W0i110 rY frfl fn P YY WY. KYNO I T t. nn\I U - III"0 IY"fVl YMt•Yf Y f1YC 1lYM t0(i1 •t K rt•w SCT z' OrpSET nIP AT elirrb.n ELEVATION TEMPORARY 2" BLOW-OFF ASSEMBLY FOR Brr MAINS AND SMALLE2 10 AND LARLE2 MAINS LJl L. REQUIRE A FIRC NyDRAt4T F02 BLOW-OFF WATER STANDARD DETAIL PARriAt. REJISION CITY OF RENTON 212418(o •wi *o •l•`° DEPARTMENT OF PUBLIC WORKS +Nrenel�no Mll.EAR. iI AN�,$Na.It.Yl,i11., ,1 rWIat. IYi,4[ K um[ T C\Nl .Mll \bP'N N.S. aMAPI �tPta�MISS No •IM\I � l 'lost •UI .s 40PnP [P[4,l 44p1a ! N IItW tl lPC PLAN MIT All "It wP Ilni.n .a !f f.PPkw OR 6to.ISi M nt[t Ws. uP SOAPY[ N1. toW, ro 4-row c0 s,wN.p IT, t "It MTI.NI I,.f Tllr I([n P. wle 4WW WI !'l{ niM MIMI,ao1 I'll, IItIIP ll.il.Ti IIl tOwl. IYWI Is IN"It Olt. tPtnn aN to So U M1E.tot bNrYr ---, may;_.�*�+ •� 11 ttrtw1P.lntt 'Eft I'll l ;t. t«4.o 11 wsi don n1.5 W Mt 141. LAP To JAPE$ It'.1 amt.. NMNi I r G�MlM1 r I' GpPHq It \Pt.\ Lt to 10 1" I EA,E Tow. soawo s 2 .1'.1' TIE I' APSE .Vr,l alwP TI' \ N RSP I n• 4N. r UOS null r COPPEA I"COPWL N,wn tL a nN uan ro nT f \Pi uSP I to ti n. Mlwo P.TE,.asui 1..CAPn,. yr TM TN vm�. C.1. CM Dt PLw& WITH 2• lI at r,.Mu P S MI.SOP IEAw oR4r TAP fw•u 8e A T - Rlx1c.JA1. 48Z END c4P fwltMt. YOo,a"rCo<�:° ,5L[[jj''��,(_•�/o�.F1j'..�..7 Psuu {al wVlrn\IW rysT{ tow. SOWS SEATS, [m w,t IM NaTE : MATER+AL To BC- TyPE L coPPER ELErATION PER"ANENT 2" BLOW-OFF ASSEMBLY FoR 8" AND SHALOM MAINS WATER STANDARD DETAIL CITY OF RENTON RkrIAL FEUISIAN ITpT TV "ALI DER TENT OF I+USLIC WORKS a.»wEt•,.n Final Joint must be saw-cut Saw-Cut or line drill 2" mire Asphalt Existing Asphalt underlying concrete Concrete Concrete Existing—-- t• '`- `' "1 _ ,, '`� �. . min. Cement Concrete Cement Concrete 6 6" min. Crushed Surfacin3 Conc. shall be Cl . B (3/4) - Top Course 3-Day Mix Air Entrained Portland Cem. Conc. Con- Compacted Select Trench forming to Sect. 6-02.3. Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Asphalt Concrete (3" min. ) Final Joint replacement patch to be must be saw-cut 1" thicker than previously --- - - - _ existed. Existing Asphalt' 6" Min. Crushed Surfacing Concrete Top Course Compacted Select Trench Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must / Cement Cuncrete (B" Min. ) Replace- be saw-cut ment patch to be 1" thicker than previously existed. Existing ' ement Concrete Pavement 6" Min, Crushed Surfacing " Top Course Conc. shall be Cl . B (3/4) - —Compacted Select Trench 3-Day Mix Air Entrained Backfill Portland Cem. Crnc. Conforming to Sect. 6-02. 3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-18 and 1-09 for Patching and Backfilling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches cn trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cuts on concrete pavements shall be made no more than one-t.slf the depth of the existing slab. PAVEMENT PATCHING DETAILS ) (-85 + Slate o1 Washington Reg. NO.:_ 3 : Department of Revenue A%-02 i Audit Procedures 6 Review 12-22-86 ov, Olympia,Washington 98504-0090 Dale:____ ___--- NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPAIJ A 1 T USE ONLY CITY OF RENTON Assigned To Department of Public Works 200 Mill Avenue South ate sTgna d — Renton, Washington 98055 Notice is hereby given relative to the completion of contract or project described below. Description of Contract CAG 026-86 Water Project /W-831, Presidents Park Steel Main Replacement Contractor's Name Telephone No. Grant Construction Co 6-0418 Contractors Address 12901 - 172nd S.E. , Renton, WA 98056 _ Date Work Accepted Date Work CnmmPru:ed Data Work Completed 12-22-86 0' -27-86 09-08-86 Surety or Bonding Co. Fred S. James Cc. Agent's Address 1700 Fourth and Blanchard Blvd. , Seattle, WA 98121 Contract Amount: $ 134 879.94 . _ Amount Disbursed: $ 158>843.21 Additions: 19,187.18 Amount Retained: _7,703.35 Sales Tax: 121479.44 Total: 1661546_56 lotal: $ 166,546.56 Ry- (Disbursing O&M Phone No._ --- - The Disbursing Officer must complete and mail three cnpins of this notice to the Department of Revenue, Olympia, Washington 98504, Immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate,and then only in accordance with said certifcate, ORM REV 31 0020(2.86) ORIGINAL DATE: REVISION 1 DATE: • T0: Accounts Payable FROM: Public Works , SUBJECT: Construction Contract CAG 1 Z 8 Project Name: ld.l - 8'1l l9�'/ P/LFS:i�t-,.:TS P4 R:< STD tq Tlt Ha,�, t2PL h7 Price Contractor: G ILA,..T ccr sT. DATE RECEIVED DATE RECEIVED PRIME CONTRACTOR i SUBCONTRACTORS INTENT TO PAY AFFIDAVIT OF PREVAILING WAGES WAGES PAID G2A/-.T coMsr• L za 8' 1 E CGh E�"T /o//d/FL Eo(-Utn o A SSOC 'tic Signed �✓" Project Engineer cc: Project File Form: 2/15/E5 MAIL TO: Statement of INDUSTRIAL STATISTICIAN O INTENT TO PAY Department of Labor & Industries \'0' ' PREVAILING WAGES Employment Standards Division ��+ ` Ger.eral Administration Building N'�� 6 (Public Works Contract) Olya. WA(206)p753 40198604 QP�Mti '4% Contract Number W-831 Date Bid Was Due 5-7-a6 _ Contract Awarding Public Agency Date Contract Awarded- 5-za-R6 _City of Renton County in Which Work Performed King Address _ 200 Mill Ave . S . Location Within County_ Rent in Renton, Wa . 98055 Prime Contractor Grant Cnngf Phone 2 3 5-2 6 3 1 Contractor's Registration Certificate No. GRAN C.2 4621__ Do You Intend To Use Subcontractors? Yes t I No (xl In compliance with RCW 39.12.040 1, the undersigns hit a dulv authorized representative of urani , strucUon p729e 11nd S.E. (Conlnctor or Subwntm&or) A 93956 ukddrm,) do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me orlon the public works project described above and thal. no laborer, workman or mechanic will be paid less than the "prevailing rate of wage"as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAFT ESTIMATED NUMBER RATE OF RATE OF HOURLY OF WORKERS IIOURLY PAY FRINGE RENEFITS Backhoe Operator under 60 h. p. 2 $16 . 42 $4 . 16 Pipelayer 1 14 . 28 3. 43 General Laborer 1 13. 30 3 . 43 Flagman 1 10. 98 3. 43 Grant Construction LWI-172nd S.E. 11"Imr IwA PSRD NOTE: Attach Additional Sheets as Needed. _ Imn Rom By --t3--------- Subscribed and sworn to before me 'J For L & 1 Use Only this —CQ_,�- day of _, Lino. , l9 APPROVED Department of Labor & Industries Industrial Statistician Notary lie in o r the to a of shingion,resid- ing in ashing(on. 7i 'g8c By _ Date BEFORE FINAL SETTLEMENT can be made on any public-works project, the prime contractor and each and every subcontractor must submit form LI.700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MAST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BE- FORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an Owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 IN J`- ti CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPY) ORIGINAL CONTRACT—AWARDING, AGENCY \w+,1' 1,`��"?s•' (GREEN COPY) DUPLICATE—INDUSTRIAL STATISTICIAN (Retained b} Departto 4,P\\',- (BLUE COPY) TRIPLICATE—PRIMP CONTRA(1TOK � (YELLOW COPY)QUADRUPLICATE—SUBCONTRACTOR 901. LI IM AN Intrnt to Fry 1VAN QX A-, .GD4 3 MAIL TO: 411DAVIT OF INDUSTRIAL STATISTICIAN WAGES YAl13y IlvparinMnl of Laber & htductrics t ''i�;� >' /, I•:ntplo)nwnl St:utdards Sections ON I'JBLIC WORKS CON'It(A (ANnipia. MA 9niO4-0631 S�, 4.), (206) 753-4019 A '� Contract/BI'W Number W-lk: 3 OCT 1 4 Contract Awarding Agency 1 ' Date Bid was Due City of Renton Date Contract Awarded May 12 , 1986 Address 200 Mill Ave. So. Date Work Completed August 18, 1986 Renton, Washington 98055 County in Which Work Performed King _ Telephone Number 235-2631 Prime Contractor Grant Const. _ Your Contructor's Registration Certificate No.E ELUMi 2 4 2 R 8 Was a Statement of Intent filed For this Iwujcet'1 Yes L I No XX In compliance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of E 6 E Cement Inc. 21004 moist . Ave. S .E. Y.ent.,_Wash. 98031. (Cont.. iAlhlnvl do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described abuvc and that no laborer, worke n or me- chanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Ih partmcni of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PI.EASF. NOTE If apprentices hate been employed on this--ojecl,protide this addi(ional information:n:nnc, re{:islraliali number,slap e or progression and date of hiring;. (raft Ita1r of Rate of Ibwth I luurh I'+, trinee It'nefit, Paid Cement Finishing Work performed by owner-no employees Nat: Attach Additional Sheds as Needed. F._6 E Cement Inc. �I (('.q fty NYnl l Subscribed and sworn to before ntc By � ✓ t ' President _ t7nk) this — day of ("W twf) 't I nocity ccrury IhJt JC,^Idlnr,In the%JgC tJttl and fringe bca fltf hefem swtwn to the Iucvathng wage re,tutrwtems of RCW .19.12.040 have been vlti%ocd. Nat r A ti nJ L" s,xv nl LI'a..Aineaw,ne,tdmp nr .rrlunet in INOUS'fRLlh STATISTICIAN 'AR'1'MF:N" OP LAl10R ANU INUUS1'RIF INSTRUCTIONS: trait: OCT 03 is eat — I. Pu(Juant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub. contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Dip arintcnt of L abur and Industries, Employment Standards Section, Olympia, Washington 98504-001. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AP ADW'rS of the SUIt- CON'rRACTORS.This is required bylaw and payments can not lawfully be niadc • .d such affidavit.arc filed. rlpttnLtt,l Jrae,n d w.", tl WI Q\'C .<_11.13 STATE OF WASHINGTON 00 DEPARTMENT OF LABOR AND INDUSTRIES AFFIDAVIT OF WAGES PAID sFti '4> On Public Works Contract �;t 1' y q 1:i9U City of Renton �96, Awarding Agency. N 8j1 Contract Number_ .._._........._,_.......... Date Contract Awarded tiny 12, 1986 _ Date Contract Completed August 18, 1986 County in Which Work Performed King _ Location within County ._. Renton, WA STATE OF WASHINGTON Was a Statement of Intent Filed? Yes L7 No 0 King COUNTY OF................-._.,..........�...__ In compliance with RCW 38.12,M I, the undersigned, being a duly authorized representative of _.........................ML4Tld_..A10*20A qA�... .......#409............._Renton, WA .9A�T5................... (CMtraelar or subcontractor) fAiidre6e) �"""'""' do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Indus- trial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. `n addition, if apprentices have been em- ployed, list their names and/or registration numbers and their stages of advancement. Classification of Labor Rate of Rate of Hourly Hourly Pay Fringe Benefits Paid Laborer (Journeyman Landscaper) $8.46 ' 83.33' Operating Engineer (Landscaper) 411.18' $3.95 .. Nos: Attach Additional Sheets as Needed. 'Cearyanx t Subscribed and sworn to before me By`.- tll� ��1"'" "' � � rNna this.- '94"__..._day of..._..........,....... ._._....:_....-., I hereby certify that a000rdlr4 to the gaga rates and fringe benefits herein agora to the p1Pratling gage requirements of WV 39.12.04C Into trnn satisfied. _. t... .......r._.............. _ for t..1�..._.�....... V:'j0S*i^I.1L ST TIS?I Notary in W h and for the State of Washington, D':P:,RTT_NT OF LiB I TR residing{n Washington. Date: OCT 03..19e6..._ BOP y:. . INSTRUCTIONS: This spate reserved for 9061,WMrtjf1rntion. 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504. 4. File a certified copy with the Awarding Agency, CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are filed. MA'11: TO: "aw ArVIDAVIT OF INDUSTRIAL. STATISTICIAN ' q Department of Labor. & Indu%trie% t 1 I1 WAGES PAID 9 Employment Standards Sections Y) ON PUBLIC WORKS CY)M'RACT Olympia, WA 98514-0631 `3�`. (2061 153-4019 �" P Contract/BPW Number Well 3hr� min. Contract Awarding Agency - 4 1 Date Bid Was Due May 8; 198u •; 6, City of Renton Dale Contract Awarded May 12 , 1986 Address 200 Mill Ave. So. Dale Work Completed _ August 18, 1986 Renton, Washington 98055 County in Which Work Performed King Telephone Number 235-2631 Prime Contractor Grant Construction Your Contractor's Registration Certificate No.CEDARR A147CE Was a Statement of Intent Filed For this project'! Yes Ll . No LS In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of Cedar River Asphalt 26644 S .E. 216th Maple Valley, Wash. 98038 (Contractor no Sabconimcror) (Add.) �— do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or me- chanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of laWr employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE. NOTE If apprentices hale been employed on this project, provide this additional information:name, registration number,%loge of progression and date of hiring. ('taft Rate of Rmc of Ihnah Iloorh Ps fringe Ikriefitc Paid Asphalt Patching Work performed by owner-no employees used Nine: Attach Additional Sheets as Needed. Cedar River Asphalt (Cun,pany me) !' Subscribed and sworn to before me By / owner this day of _ v` 1 " 1 hereby certify that according to the wage rotes and fringe benefits herein sworn s to the prevailing wage requirements of RCW 39.12040 have been vlisficd. NaaTj 6- m and so the State of washington, residing INDUSTRIAL STATISTICIAN in WasMl(`r. 1 'ARI' LENT OF LABOR AND INDUSTRIES INSTRUCTIONS: R u.te OCT 09 W6 1. Pursuant to RCW 39,12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Department of Labor and Industries, Employment Standards Section,Olympia, Washington 98504-0631. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the Sl.1B- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are filed. tlnnlln Nnal AnbJnn 4 w.nrc, 111/0A Vc^' 11aiDse3 CERTinCATION NY NJILRAI CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Request DATE: PROJECT W-831 Presidents Park CAG No. 026-86 1986 Steel Water Main Replacement This is to certify that the prevailing wages have been Paid to our enq)loyees and our subcontractors' employees for the month of T V N lz in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor 5 Industries. Grant Construction Comapny �ia�peny i�me — ---- ee- �- Title - -- — CERTIFICATION DV GENERAL CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Request DATE: PROJECT W-831 Presidents Park CAG No. 026-86 1986 Steel Water Main Replacement This is to certify that the prevailing wages have be paid to our employees and our subcontractors' employees for the month of 'llVt_y 114fffa_ in accordance with the Intents to Pay Prevailing Wage filedTwTtTithe Washington State Department of Labor 6 Industries. Grant Construction Coma ny Company Name z may`- ---- /1LuN�_ Title - a y k CERTIFICATION BY GENERAL CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Request DATE: PROJECT W-831 Presidents Park CAG No. 026-86 586 Steel Water Main Replacement This is to certify that the prevailing wages have been paid to our emplo ees and our subcontractors' employees for the month of AU G u sT 7M& in accordance with the Intents to Pay Prevailing Wage filed aitR the Washington State Department of Labor 6 Industries. Grant Construction Cow iny Company Name �y �l.✓Na+c_-- Ti tle t LAFor . I .Use By City Clerk's Office Only a AGENDA ITEM RENTON CITY COUNCIL MEETING ...aazzzzzszznzazzzazzzcz_:_�_azsv=z_aa.vzaccz a ...... z��e:7_z___x=azzzsvzzxza SUBMITTING Dept./Div./Bd./Comm. public Works/Util` y_Engr. For Agenda Of 12-22-86 _ Staff Contact Ronald L. Olsen Meeting Date Name Agenda Status: SUBJECT: CAG 026-86, #W-831, Grant Con- Consent strUCtion Co. . 198C STEEL WAT RMAIN RE- Public Hearing Correspondence PLACEMENT IN PRFIMI 'NTS PARK Ordinance/Resolution_ Old Business Exi.ibits; (Legal Descr. , Maps, Etc. )Attach New Business A. Study Session Other B. C. Approval : Legal Dept. Yes No_ N/A COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes— No N/A_ Final Pay Estimate; request final Other Clearance acceptance of Droiect• begin 30-dav lien period. FISCAL IMPACT: Expenditure Required $ 166,546.56Amount $ 0.00 156, Appropriation- $ Budgeted 00 Transfer Required SUMMARY (Background Information, prior action and effect of implementation) (Atta,h additional pages if necessary.) This project was completed on 11-28-86, and accepted by Public Works Department on 12-05-86. The amount due the contractor is $43,904.62. It is recommended that the City Council accept completion of the contract as of 12-22-86. If after thirty days no liens or claims are filed against this project and proof of payment of tax liabilities has been received, it is recommended the retained amount of $7,703.35 be paid to the contractor. The total construction cost for this project is $166,546.56. Original hid amount was $145,805.22. PARTIES OF RECORD/INIERESTEn CITIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION. For Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Comm. Public WuruS/Utility Enyr. For Agenda Of 12-2"-86 Meeting Date Staff Contact Ronald L. Olsen Name Agenda Status: SUBJECT: CAG 026-86, YW-83,, Grant Con- Consent struetion Co. , 1986 STEEL WATERMA'N RE- Public Hearing Correspondence PLACEMENT IN PRESIDENTS PARK Ordinance/Resolution, _ Old Business Exhibits: (Legal Descr. , Maps, Etc.)At[ach New Business Study Session A. Final Pay Estimate IJ Other B. Approval : C. Legal Dept. Yes_ No__ N/A_ COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes_ No._ N/A_ Final Pay Estimate; request final Other Clearance _ acceptance of project; begin 30-day lien period. FjSCAL IMPACT: enditu rt Required $ Amount q D00.00 Aypropriation- Ex p q 160,546. _6 e • 6 Budgeted • . 'ansfer Required $ SUMMARY (Background info-mation, prior action and effect of implementation) (Attach additional pages if necessary.) This project was completed on 11-28-86. and accepted by Public Works Department on 12-05-86. The amount due the contractor is $43,904.62. It is reconmended that the C ty Council accept completion of the contract as of 12-22-R6. If after thirty days no liens or claims are filed against this project and proof of payment of tax liabilities has been received, it is recommended the retained amount of $7,703.35 be paid to the contractor. The total construction cost for this project is $166,546.56. Original bid amount wa: $145,805.22. PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: THIS COPY FOR YOUR FILES. c Stets of Washington Reg. No.: _. r, Depanment of Revenue AX-02 Audit Procedures d Review Olympia.Washington 98504.0090 Dale:!__ NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY Assigned To Date Assigned Nonce is hereby given relative to the completion of contract or project described below. Description of Contract C;;3 02G-G6 114331 Presidents Park Steel Fain Replacement Contractors Name Telephone No. Grant Constructior. Co. 226-0418 Contractor's Address 12901 - 172nd S.E. Renton UA 98056 Date Work Accepted Date Work Commenced Date Work Completed 12-22-86 05-27-r6 09-08-86 Suety or Bonding Co. Fred S. James Co. Agent's Address 1700 Fourth and Blanchard Blvd. , Seattle, WA 98121 Contract Amount: $ 134,879.94 _ AmountLsbursed: $158,843.21 — Additions i Amount Retained: 7,703.35 Sales Tax: 166 6.56 Total: 166,546.56 Total: ----- By--- — (D'sbursirtg Offfoerl Phone No. The Disbursing Otlicer must complete and rnall three copies of this notice to the Department of Revenue,Olympia, Washington 9850 , immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 31 0020(2-86) Date: 05-Dec-86 Cit of Renton . Public Works . jartment Page: 3 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Grant Construction Co CONTRACT NO.CAG 026-86 ESTIMATE NO. 3 & Final PROJECT: W-831 11,,,6 Presidents Park Steel Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE *42,584. 49 2. SALES TAX @ 0.08 $3,449.35 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $46,O33.84 ------------------------------------------------------------------------------ 4. EARNINGS PREVIOUSLY PAID CONTRACTOR 4105,908.50 S. •EARNINGS DUE CONTRACTOR THIS ESTIMATE $4O,455.27 ___________ 6. SUBTOTAL - CONTRACTOR PAYMENTS t146,363.77- 7. RETAINAGE ON PREVIOUS EARNINGS $5,574. 13 B. **RE"rAINAGE ON EARNINGS THIS ESTIMATE $2, 129.22 9. SUBTOTAL - RETAINAGE $7,703.35 10. SALES TAX PREVIOUSLY PAID $9,030.09 11. SALES TAX DUE THIS ESTIMATE $3,449.35 ________________ 12. SUBTOTAL - SA:-ES TAX $12,479. 44 • (95% x LINE 1 ) rr (RETAINAGE: 5%) GRAND TOTAL $166,546.56 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT.N *421/000/15.596.38.65.27 #43,904.62 N 3 & Final ---------------- $43,904.62 RETAINED AMOUNT (Line 8) : ACCT.M •421/000/15.596.38.65. 27 $2, 129.22 N 3 & Final ---------------- $2, 129.22 x=czx=s-=cavz=.a TOTAL THIS ESTIMATE: $46,O33.84 CHARTER 116, LAWS OF 19ES CITY OF RENTON CERTIFICATION 1, THE UNDERSIGNED DO HEREBY CERTIFY UNDER ➢ENALTt Di ' PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE Ma SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIBATION ABAINST THE CITY OF RENTON, AND THAT I AN AUTHOAISEAUTHENjJCATE D CEA71f TO SAID CLAIM BIBNED: Of Z� �Ca'• Date: 0`rikc-fl6 Cit, 04 Renton , Public ions Department Page: 1 Project: MI 1%6 Presidents Park Steel Water Main Replacement Dbntratt kumber: CAS 026-86 CmtractorErant Construction Co Estimate Number: L 6 Final Closing Date: October 31, 1986 Item Bars Description T Unit Est. Unit Previous Previous This This Total Total Wa• No. x Quantity Price Quantity Aawit Guntity Amount 8uantrty Amont 01. 8" Ductile Iran PipetTytm Joint) #lineal Foot 4173.00 18.96 4129.50 78377.91 0.00 4129.50 78M.91 07. 6" Ductile Iron Pipe(Tytm Joint) #Lineal Foot 77.00 16.78 125.50 21D5.99 0.00 125.50 2105.99 03. 4" Ductile Iron PipelTytm Joint) #Lineal Foot 155.00 15.70 149,00 2339.30 0.00 149.00 279.30 04. B' Sate Valvee'th #Each 16.00 400.00 10.00 64i);l.X, 0.00 16.00 6400.W Cast Iron Valve Box 05. 6'' Sate Valve with #Each 3.00 MA 3.00 795.00 0.t0 3.00 795A, Cast Iron Valve box 06. 4" We Valve with #Each 1.n0 208,0D I.DD M.W DA 1.00 208.00 Cast Iron Valve Bo•. 07, Standard Fire hydrant Assetlly #Each 8.00 127.00 6.00 11096A 0.DO 8.00 1109b.00 06. ? ' Permanent Blow-off Assembly #Each 1.00 800,00 IA BW.W 0.00 1.00 BW.W O9. Cement Concrete for Thrust 6lockinq#Cubic Yard 10.00 0.01 5.W 0.05 5.00 1.05 IO.W 0.10 10. Asphalt Concrete for Paeemmt and #Ton 110.00 0.01 0.00 0.00 0.00 0.00 0.00 Dnvewy Patching it. 'A ' Crushed hock for Backfill, #Ton 860.W 0.01 48.11 0.48 11,i.30 1.13 161.41 1.61 and Top Cause 12. Remove and Replace Cement Concrete *Square Yard 40.W 50.00 0.00 0.00 167M 8361.W 167.22 83b1.00 Drivewy and Sidewalk 13. Remove Lawn and Restore Mtn Sod *Square Yard 510.00 2B.95 0.00 UD 510.00 14764.50 510A 14764.50 Date: OS-Dec-Bb City of Renton . Public Works Department Page: 2 Project: W-Ml 1986 Presidents Park Steel Water Main Replacement Contract Number: CA6 026-% Cbntrutm6rant Construction Co Estimate tt": 3 4 final Closing Date: October 31, 19B6 Item Bus Description T Unit Est. unit Previous Previous This This Total Total No. NO, 1 Quantity Price Wmtity Amount Wantity Amount ountity Amount 14. Remove and Replace Cement Concrete *L;neal foot 122.00 4.00 O.W 0.00 33.00 132.W 33.00 132.W Curb and Butter 15. Bwn Run Gravel for Trench Backfill#Tm IMOO 0.01 0.00 O.W 0.00 0.00 0.0c 16. Water Service Type I #Each 38.00 142.00 30.00 42bO.W 16.00 2272.W 46.00 6532.0, 17. Water Service Type 11 #Each 43.00 150.00 3u.00 45X.00 0.00 30.00 4500.00 18. Water Service Type III #Each 3.00 175.W 0.00 0.00 0.00 0.00 0.00 19. Lmstructim Staking and As-Ew It #lump Sou 1.00 30W.00 0.20 600.W 0.90 24,.00 1.00 3000.00 Notes and 0ramings 20. Changc Order 41 #Square yard ri.W 6.91 0.W 0.001268.W B7b1.88 126B.W 87b1.BB Seeding all areas over 51 Sy no payment over 1778 Sy 21. Change Order 42 *Lump Sum 0.00 5891.93 0.00 0.00 1.00 5841.93 1.00 5891.93 Extra Worl and Damages Subtotal 4111,482.63 $42,564,49 4154,067.12 8.1%:ales Tax $9,030.09 $3,449.35 $12,479.44 Total Amount $120,512.72 446,033.B4 4166,546.56 all 0#6 L.U. N 2 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CIIANGE ORDER AGREEMEHI CONTRACT W-831 1986 Steel Watermain Replacement CAG 026-86 CONTRACTOR GRANT CONSTRUCTION CO. SUMMARY OF PROPOSED CHANGE Contractor's request for extra compensation due to unmarked utilities and extra work not included in the contract. 1. Replace unmarked side sewer N.E. 8th and Queen L.S. $ 908.82 2. Patch for extra work at N.E. 7th and Monroe L.S. 713.00 3. Curb repair for gas company work on N.E. 8th L.S. 450.80 4. Replace unmarked storm drain at N.E. 8th and Queen L.S. 341.32 5. Repairs and down time for unmarked service on 6/6/86 L.S. 1,504.20 6. Repairs and down time for unmarked service at 1420 N.E. 7th L.S. 537.62 7. Replace unmarked storm drain at N.E, 8th and Olympia L.S. 196.89 8. Replace W.M. for 2 unmarked side sewers and recut D.W. L.S. 345.00 9. Extra work to remove and cap existing valve at N.E. 7th and Monroe (See also /2) L.S. o95.08 GRAND TOTAL $5,891.93 _ TAX 477.25 $6.369.18 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. RIGINAL GUf(fkALT -Z;U iti(f CUiamcT—I-TIWI!U?iET`CIIANGE ESTIMATT CUNTRtAC AMOUNT I AMOUNT THIS ORDER I TOTAL AFTER CHANGE$145 805.22 $155,28 .28 y 6.369 B $161.653.46 , SIGNATURES: CON TRACTOR _'n _n DATE PROJECT ENGINEER UATE /I 1,41ei If APPROVED BY 410 , DATE bTlc W rls U r r C.O. N 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT s CONTRACT W-831 1986 Steel Water Main Replacement CAG 026-86 CONTRACTOR Grant Construction Company SUMMARY OF PROPOSED CHANGE Correct quantity and price for item 13 "Remove lawn and restore with sod." Ouantities up to 510 sq. yds. will be paid for @ $28.95/sq. yd. Quantities over 510 sq. yd. will be paid @ $6.91/sq. yd. Contractor may seed or sod at his discretion. All work shall be done per Section 8-02.3(14)A thru 8-02.3(15). The maintenance period shall be fifteen (15) calendar days and shall commence when initial sod or seed installation is completed. The total quantity of sod or seed shall not exceed 1778 sq. yds. All work, materials and measurements to be in accordance pith the provisions of the Standard Specifications and Special Prcvisions for the type of construction involved. WI-GIRAL coF- -CT-1 70M I DDE I EST 19 M CONT AMOUNT AMOUNT $9ISD6R TOTAL AFTER CHANGE $14505.22 $145805.22 9.0 55284 SIGNATURES: CONTRACTOR /� ,•// t DATE iLIvc/(Z PROJECT ENGINEER David R. Tibbot DATE lLkilf7-1 APPROVED BY DATE Pi c Wo- rTs D r�ro — INSPECTORS DAILY REPORT Engineering Department City of Renton f 1� ' q o � Yale YA0,IECT: \I/J, 83i' f�fSl <M G'w DATE: CONTRACTOR: Uanf &N'aWTlGJ WEATHER: Item No. Description Units Quantity Remarks �emmY Lena. +,( 'T} lu)Y Blockij Y i j nn 10 AstA 1 Anc ,1_� 1A••mhj", (Mi[h -;o r� '--__ ,�o -1,<ba� .�tn<. G.ka eh.✓ 1 rock, +f 6aktu Ton �13. 7° 11 ktroNt 4 'Rtf4m Ct<hav (onc Y 167. 22 6 o �tfun r a nfar�tbv 4.Y. ( �u •Ne�4J h<tv+� 11 Lrwx<d tlo �� i►3. 3o d1,y 1 (o„Ocr, 33 -tout 46 16 as (��6wY. S 3 o T� �` Date: 05-Dec-86 Cit, of Renton . Public Works L partment Page: 3 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTGR: Grant Construction Cc CONTRACT NO.CAG 026-86 ESTIMATE NO. 3 & Final PROJECT: W-831 1986 Presidents Park Steel Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE #42,584.49 2 SALES TAX @ 0.08 $3,449. 35 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $46,03-1.84 ------------------------------------------------------------------------------ 4. EARNINGS PREVIOUSLY PAID CONTRACTOR #105,908.50 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $40,455.27 ________________ 6. SUBTOTAL - CONTRACTOR PAYMENTS $146,363.77 7. RETAINAGE ON PREVIOUS EARNINGS #5,574. 13 B. **RETAINAGE ON EARNINGS THIS ESTIMATE #2, 129.22 ______ 9. SUBTOTAL - REIAINAGE #7,703.35 10. SALES TAX PREVIOUSLY PAID $9,030.09 11. SALES TAX DUE THIS ESTIMATE $3,449.35 ________________ 12. SUBTOTAL - SALES TAX #12,479. 44 r (95% x LINE ID *r (RETAINAGE: 5%) GRAND TOTAL $166,546.56 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT.M *421/000/15.596.38.65.27 $43,904.62 N 3 & Final ---------------- #43,9U4.62 RETAINED AMOUNT (Line B) : ACCT.# *421/000/15.596.38.65. 27 $2,129.22 8 3 & Final ---------------- $2, 1=9. 22 TOTAL THIS ESTIMATE: $46,033.84 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF U-^ PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE Ma SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM 15 A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AMD THAT I AM SIGN0415ED TQ AUTHEN !GATE O C' SAID CLAIM c �- Date: M-Oec-86 City of Renton . Fuub:ic Yorks Department Page: 1 Protect: Y-831 1%6 Presidents Park Steel Niter Mato Repluement Contract "w: TAG 026-66 Contractor&ant Construction Co Estimate Haber: 3 6 Final Closing Datt: October 31, 1986 Item Bars Descriptior T Unit Est. Unit Previous Previous This This Total Total No. No. 1 QantitY Price Quantity Amount Qwti'y Amount Quantity Amount 01. B" Ductile Iron PxpelTyton Joint) #Lineal Foot 4173.00 18.9E Q9.50 78377.9i 0.00 4129.50 78311.91 02. 6" Ductile Iron Pipe(Tyton Joint) oLtneal Foot 77.00 lb.7B IM.50 2105.B9 0.00 125.50 2105.89 03. 4" Ductile Iron Pipe(Tyton Joint) #Lineal Foot 155,00 15.70 149.00 2339.30 0.00 149.00 27,39.30 04. 8" Gate Valve with Each 16.00 400.00 f6.DO 6w.00 0.00 16.00 6400.00 Cast Iron Valve Box 05. 6" Gate Valve with #Each 3.00 265.00 3.W M.W 0.00 3.00 795.00 Cast Iron Valve Box 06. 4" Gate Valve with #Each 1.00 206.00 1.00 206.W 0.00 1.00 206.00 Cast Iran valve Ben 07. Standard Fire Hydrant Asset,, #Each 8.00 13871W G.00 11096.00 O.W 8.00 11096.00 08. 2" Permanent Biaw-off Assets. #Eac� 1.00 8DO.00 1.00 800.00 0.00 1.00 8DO.00 09. Cement Concrete for Thrust Blockxng#Cubic Yard 10.00 0.01 5.00 0.05 5.00 0.05 10.W 0.10 10. Asphalt Concrete for Pavement and #Ton 110.00 0.01 0.00 0.00 0.00 0.00 0.00 Drivamay Patching 11, 5/8' Crushed Rack for Backfill, *Ton 860.W 0.01 48.11 0.48 113.30 1.13 101.41 1.61 and Top Course 12. Remove and Replace Cement Concrete *Square Yard 40.W 50.00 U.0(1 0.00 167.22 B361.00 167.K 8361.DD Driveway and Sidewalk 13. Remove Lawn and Restore Pith Soo #Square Yard 510.00 28.95 0.W O.OD 510.00 14764.50 510.00 14764.50 Date: 05-Dec-B6 City of Renton . Public Works Departwnt Paget 2 Protect: 10-g31 1986 Presidents Park Steel Water Main ReplaceamvA Contract Nimber: CM 026-66 Contracts ant Construction Cc Estimate Nubcr: 3 4 Final Closinq Date: October 31, 1986 Itee Bus Description T Unit Est. Unit Previous Previous This This Total Total Qu, NO. 1 Quantity Price Quantity Amount Quantity Amount Quantity Amount 14. Remove and Replace Cement Concrete anneal Foot 122.00 4.00 0.00 0.00 33.DO 132.00 MOD 132.00 Curb and Gutter 15. Bank Run Gravel For Trench BacrfiII&I'm 1B54.00 0.01 0.00 0.00 0.00 0.00 0.00 16. Water Service Type I #Each 3B.00 142.00 30.0D 4260.00 16.00 2272.00 46.00 65,i.O0 17. Water Service Type 11 #Each 43.00 150.00 30.tti" V; .00 0.00 30.00 45DO.00 IS. Water Service Type III #Each 3,00 175.00 0.00 0.00 0.00 O.CO 0.00 19. Constructiw Staking and As-Built #Lump Sum 1.00 W,.00 0.20 600.00 DA 2400.00 1.00 3000.00 Notes and Drawings 20. Change Oder 41 #Square Yard 0.00 6.91 0.D0 0.00 1268.00 8161.8E 1266.00 8761.8B Seeding all Yeas over 51 SY no payment over 177B SY 21. change Order 42 #LUMP Sum 0.00 5091.93 0.0) 0.00 1.00 5891.93 1.00 5891.91 Extra Wor4 and Damages Subtotal 4111,482.a 442.564.49 1154,067.12 8.1% Sales Tu $9,030.09 $3,449.35 $12,479.44 Total Amount 4120,512.72 $46,033.84 4166,546.56 RN d C.U. # 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT • CONTRACT W-831 1986 Steel Water Main Replacement CAG 026-86 CONTRACTOR Grant Construction Company SUMMARY OF PROPOSED CHANGE 1_ Correct quantity and price for item 13 "Remove lawn and restore with sod." uantities u to 510 sq. yds. will be paid for @ $28.95/sq. yd. Quantities over 510 sq. yd. will be paid @ $6.91/sq. yd. Contractor may seed or sod at his discretion. All work shall be done per Section 8-02.3(14)A thru 8-02.30 5). The maintenance period shall be fifteen (15) calendar days and shall commence when initial sod or seed installatior: is completed. The total quantity of sod or seed shall not exceed 1778 sq. yds. All work, materials and measurements to be in accordance with the provisicns of the Standard Specifications and Special Provisions for the type of construction involved. IG7NAL C-0NT—AR LT— CUR12ENT CONTRACT— STS IF(ATED NET rHANGE ESTIMATED C NTR CT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $145,805.22 $145,805.22 !I $9, 9.06 ( $155,284.28 SIGNATURES: CONTRACTOR _ DATE II j/jy PROJECT ENGINEER David R. Tibbot DATE /L VlPL _ APPROVED BY _ y� DATE tli�iiorksDirector L.U. d 2 CITY OF RENTUP PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT W-831 1986 Steel Watermain Replacement CAG 026-86 CONTRACTOR GRANT CONSTRUCTION CO. SUMMARY OF PROPOSED CIIANGE Contractor's request for extra compensation due to unmarked utilities and extra work not included in the contract. I. Replace unmarked side sewer N.E. 8th and Queen L.S. = 908.82 2. Patch for extra work at M.E. 7th and Monroe L.S. 713.00 3. Curb repair for gas company work on N.E. Sth L.S. 450.80 4. Replace unmarked stone drain at N.E. 8th and Queen L.S. 341.32 5. Repairs and down time for unmarked service on 6/6/86 L.S. 1,504.20 6. Repairs and down time for unmarked service at 1+20 N.E. 7th L.S. 537.62 7. Replace unmarked storm drain at N.E, 8th and Olympia L.S. 196.89 8. Replace W.M. for 2 unmarked side sewers and recut D.W. L.S. ` 345.00 9. Extra work to remove and cap existing valve at N.E. 7t' and Monroe (See also 12) L.S. 895.08 GRAND TOTAL S5 391.93 TAX 477.25 All work, materials and measurements to be in accordance with the provisions of the Standard Specificatt'ons and Special Provisions for the type of construction involved. �tt`,INA1 cuH7FAt T- -�t1RrFtrr cuir►R!►c fiTftn U E MANGE E Hllfil l) CUNITtACI AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE 5145,805.22 $155,Z8 ,28 6,369 8 I $161.653.46 SIGNATURES: CONTRACTOR �� DAIE /2 //t�M PROJECT ENGINEER �1L�F'/7� ,w_/ UAIE /t '" Zile APPR0EU Fr b DATE cNo s Uir r Dates 08-Jul-86 City Renton . Department Of Er-ineerin0 Pages 3 TOx FINANCE DIRECTOR FROhz "UBLIC WORKS DIRECTOR CONTRACTOR: Grant Construction Co ESTIMATE NO. 2 CONTRACT NO-CAS 026-86 PROJECT& W-831 1986 Presidents Park Steel Water Main Replacement zazmvma:amama:amza-+szsasa=sa=c=sc=zaaacaa=zs=zsszz saasasavaazassaazasazzamaazv 1. CONTRACTOR EARNINGS THIS LS'TATE $31 ,316.62 O.08 f2,536.64 azam masamassmasa 2. SALES TAX f $33„853.26 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE ------------------ 4. EARNINGS PREVIOUSLY PAID CONTRACTOR ;76,157.71 S. *EARNINGS DUE CONTRACTOR THIS - CONTRACTOR PAYMENTS TE 9 ;105,908.50 b. 7. RETAINABE ON PREVIOUS EARNINGS f4,008.30 8. **RETAINAGE ON EARNINGS THIS ESTIMATE f1,565.63 9. SUBTOTAL - RETAINAGE $5,574. 13 10. SALES TAX PREVIOUSLY PAID f6,493.45 11. SALES TAX DUE THIS ESTIM f2,536.64 ATE $9,030.09 12. SUBTOTAL - SALES TAX avaaamzzzszazaaa • (95% x LINE 1) GRAND TOTAL $120,512.72 •• (RETAINAGE: 5%) azamzssmz=a¢c==¢czaamsssszmsaszazsa¢=szm=csssss¢amzaaszczsaaammasamvms:aaaaaasaa FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : $32,297.43 M 2 ACCT.• *421/000/15.596.38.65.27 f32,287.43 RETAINED AMOUNT (Line 8) : ;1 ,565.83 M 2 ACCT.0 +421/000/15.596.3B.65.27 f1,56S.R3 amzmcassasaaazaa TOTAL THIS ESTIMATE: f33,853.26 CHARTER 116, LAWS OF 1965 CITY OF RENTU]N CERTITEFICATICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FUPNIS4ED, THE SERVICES RENDERED OR THE LABOR PERFORpED 4S DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE H%D UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT 1 AM ISED TO AUT NTICATE AND RTIFr TO✓ K S16NED Date: Oonw-06 Dty of Raton . Depntawt of E*mwial Paps: I Prowl; *Vl 1996 Ptnidemts Park Stal Batr Run fl placeeemt Contract Ihbrs CAB oar% Contrartr9ant Cmstractwn Co Estiaate kow: 2 Clemiep Date.. 'My " 1986 Item his Onaiptim T Ibit Est, Wit Prenas Rains This This Total Total 66 Ob. T Quantity Rice Quality Anmt Q wtity Awat Qwtity Amt 01. B" Ductile Irm Pipe(Tytm Joint) e1.Yneal Foot 41MOO 1B.98 3W0.00 6M.00 729.50 1345.91 412;.50 76377.91 02. 6" Ductile Irm Pipel7ytm.Joint) 'meal Foot 77.00 16.78 16.00 26&48 109.50 1837.41 IM50 2105.69 03. 4" Iectile Ira PipelTytm Joint) Cinpu Fad MAD 15.70 100.00 1570.00 49.00 769.30 149.00 ML30 IL 6" bate Valve with ►Each 16.00 400.00 I1.00 4W.00 5.00 2000.00 I6.00 bWOO Cast Irm Valve floe Ki 6" We Valve with 4Fah 3.00 265.00 1.00 916.00 2.00 530.00 LOD 795.00 Cut Irm Valve Bm IL 4" Bite Valve with *Ath 1.00 20L00 1.00 208.00 0.00 1.00 206,00 Cast Iran Valve Im 07. 9tmidrd fire"aft Assembly Ow 0.00 1367.00 6.40 B322.0 2.00 7774.00 LOD Ii091h00 OL 2" Premwt Woroff hwbly 4Eac+ 1.00 BDO.00 O.OD 0.00 1.00 800.00 1.00 600.00 P. Not Concrete for Thrust Block opWic Yrd 10.00 0.01 5.00 0.05 0.00 5.00 0.05 10. Asphalt Concrete for Pave m.t and ►Ton 110.00 0.01 0.00 0.00 0.00 0.00 0.00 ►ivewy Patchin4 11. 518'' Crushed lbxk for 6ackfill, #Ton I60.00 0.01 48.11 0.40 0.00 48.11 0.40 and Tap Corse 12. hams and @place Cwant Concrete ►Snare Yard 40.00 50.00 0.DO 0.00 0.00 0.00 0.00 Drivway And Sidwalk 13. hens Ion and Wine khth Sod 4Syeare lard 510.00 M95 0.00 0.00 0.00 0.00 0.00 Data City Of ftentOo . bWtemt of E*RWip9 Page: 2 Project: MI 19%Residents Park Steel Yatr We Itsplacwwt Catrrt Alrbr: CAB 026-0s Contnxtar9rant Construction Co Estieste Nebr: 2 Closing kte: duly 7, 1%6 Itee Bars Description T Wit Est. Unit Revue Pmous This Tbls Total Total Ib. No. 1 bwtity Rice bssetity Aoot Wsetity Aeaet bwtity Aroet It 600 d IYplace Ceest Cacete +liral Foot 127 00 4.00 0.00 0.00 0.00 0.00 O.W W%d bitter I5. W Air 6 avel for Trench WfillHon 111511.00 0.01 0.00 0.00 COD 0.00 0.00 16. War Srvice TWo I aEesit 3L00 142.00 W 0.00 30.00 4260.00 30.00 42hO.00 17. Water Sr�'n TWO Il #fond 43.00 150.00 0.00 0.00 30.00 MOD 10.00 4500.00 1L %tr Service Type Ill #Finch 3.00 175.00 0.00 0.00 0.00 0.00 0.00 19. mutruction Stating d As Vuilt X" 9r 1.00 3000.00 0.20 600.00 0.00 0.20 6DO.00 Not" and lemma e WOW 190,166.01 431,316.62 S111,4W.63 L12 Sales Tan 46,493.45 12,5SLM 19,030.09 Total Aeount 196,659.46 i33,BS13 26 $120,512.72 t J. Dates 08-Jul-86 City Renton Department o4 En- ineering Pages 3 TOs FINANTE DIRECTOR FROMs PUBLIC WORKS DIRECTOR CONTRACTORS Grant Construction Co CONTRACT NO.CAG 026-B6 ESTIMATE NO. 2 PROJECTS W-831 1986 Presidents Park Steel Water Main Replacement sasmaamsass:ammmmaarsmmmmaaaaaaaamaaasaaasasmmaasasamaaaaaa:amaraamaaasaamraas 1. CONTRACTOR EARNINGS THIS ESTIMATE $31,316.62 2. SALES TAX 9 0.08 f2,536.64 amaaa:aaa:aammaa 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE f33,853.26 4. EARNINGS PREVIOU'.SLY PAID CONTRACTOR *76,157.71 5. +EARNINGS DUE CONTRACTOR THIS ESTIMATE $29,75O.79 ---------------- 6. SUBTOTAL - CONTRACTOR PAYMENTS $1O5,9O8.5O 7. RETAINAGE ON PREVIOUS EARNINGS $4,OO8.3O S. a+RETAINAGE ON EARNINGS THIS ESTIMATE f1,565.83 ----___------_ 9. )BTOTAL - RETAINAGE f5,574. 13 10. SALES TAX PREVIOUSLY PAID $6,493.45 1t. SALES TAX DUE THIS ESTIMATE $2,536.64 12. SUBTOTAL - SALES TAX f9,O3O.O9 (95% x LINE 1 ) aaamaaasssaaamas :a (RETAINAGEs 5X) GRAND TOTAL $12O,512.72 samarammamsassaassamsmaaassmsraaasaasassrssmrsasasaraaaasaaaaamaaaaasaaaaraaaa FINANCE DEPARTMENT ACTIONS PAYMENT TO CONTRACTOR (L-ines 3 and 11) : ACCT.• *421/OOO/15.596.38.65.27 $32,287.43 !< 2 ............... RETAINED AMOUNT (Line 8) s ACCT.(P a421/OOO/15.596..38.65.27 $1,565.83 B? 2 ---------------- $1,565.83 aarasaaammaaaasa TOTAL THIS ESTIMATES f33,853.26 CHARTER 116, LAWS OF 1g65 CITY OF RENTON CER' TFICATION �^ 1, THE UNDERSIGNED DO NEREB) CERTIFY UNDER PENALTY 9F PERJURY, THAT INE UATERIALS NAVE BEEN FURNISKO, THE SERVICES READERED OR THE LABOR PERFORNED A; DESCRIBED HEREIN, AND THAT THE CLAIN 1C A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENION, AND THAT I AN AUTHDRISED TO AUTHINTICATE AND CERTIFY TO SAID CLAIN Mr. 08-M-% Gty of Ibotm . Department of Feginesiq ►�kr ) Profecta N-Cl 1906 Fteaidents Park Meet Biter We Ibpla:eeent Contract Mbar: 06 016-Bb CmatrasterGraet Construction CD Estimate haw: 2 Gating Mr.. July 7, 19% Ito NM Desvaption T Unit Est. Lbit Previous Prmam This This Total Total V& Ma. I WMtity Rice Waolity Want Ikintity Mont Wantity Aeont 01. 8" Ductile Irm Pipe(Tytm Joint) fUmd Font 41MOD 18.98 30.00 6CM.00 729.50 ISM91 4129.50 78377.91 02. 6" Wile Iran Pipe(Tyton Joint) anneal Foot 77.00 IL78 16.00 261Q 109.50 1837.41 M.50 2105.99 03. q" Ductile True Pipe(Tytm Joint) Coma) Foot MOD E.70 100.00 1570.00 $9.00 769.30 10.00 233L30 04. 8" Gate Valve With AEach 16.00 400.00 11.00 4100.00 5.00 2DO0.00 16.00 4WO Cut Irm Valve Boa 06 6" Gate Valve With sEadi 3.00 265.00 1.00 YiOD 2.00 530.00 3.DO 79S.0o Cut Irm Valve Im 06. d" Cite Wve With Ow 1.00 MOO 1.00 208.00 0.00 1.00 20&00 Cut Irm Valm he 07, 9tadad Fire Mltmt Assembly ►Each 6.00 1397.00 b 00 8m.00 2.00 2776.00 LOD IIft10 O8. 2" Armament lleerof6 Aweelly sEach 1.00 900.00 0.00 0.00 1.00 8DO.00 1.00 MOD 07, Divest Cuevete for Thrust B►ockkngsCu6u Yard MOD 0.01 5.00 0.05 0.0O LOD 0.05 10. Agbalt Cavete for Paruewt and ►Tm 110.00 0.01 O.Do 0.00 030 0.00 0.00 Driveay Patching It. 578" CroshW lhxk for Backfill, ►Ton MO.00 0.01 48.11 OA9 0.00 IB.11 0.46 +ed Tap CJaru 12. Mews ad Wplace Cameot Caecrete s9quare Yard 40.00 '^.00 0.00 0.00 0.00 0.00 0.00 Driveay ad Sideealk 13. fineovc Lan and Ware kith Sod ►Square Yard 510.00 M95 0.00 0.00 0.00 0.00 0.00 Date: *-Jul-b City of Won . DoWtseet of finginering Papt 2 Raiert: MI Ift Prasidets Pork 9ta, Water thin Aeglacent Contract Mrkr: CS 026-6 Contractr9rnt Construction Co Estimate MrOrt 2 Closing We: July 7, 1906 Ito kra lawiphom T Wit Est. Wit Previous Previrs This Iles Total Total Mo. Mo. 1 Ousstity Rice Ountity Asoant watity Amt Ctaastity Amwt 14. Paewe and Wale Coast Waste Nlwl foot 122.00 LOD O.OD 0.00 0.00 0.00 0.00 Curb and War 15. W Ibn gavel for Trenrh WckfiilsTm IN.^0 0.01 0.00 0.00 0.00 0.00 0.00 I& Water Somce Type I +Each 30.00 142.00 0.00 0.00 30.00 4260.00 WOD WAD 17. Yatr Service I"@ If sEwh 43.00 150.00 COD 0.00 30.00 MOD 30.00 45D0.00 IL Matr Srrice Type III *Each 3.00 175.00 0.00 0.00 0.00 0.00 0.00 19. Cmatructin Stating and As-Ault " So 1.00 7000.00 4.20 600.00 0.0D 0,20 / LOLI Motes asd Cranngs Utotal 00,166.01 131,316.62 $111,46L63 LIt Sala In 96,443.45 12,516.64 49,=,O9 Total first S%,699.46 333,833 2k 6120�,51\2.72 • 83 1 INSPECTORS DAILY REPORT Engineering Department City of Renton /0 196 PROJECT: W-831 Watermain Replacement in President's Park DATE:" 7 Q 1 36 CONTRACTOR: GRANT CONSTRUCTION WEATHER: Item No. Description Ur, .ts quantit Remarks tr.:� ! Mw.e a N•. �_ �'� g" y 3• � 0 -Ti, in 0 it-7 9.40• ��( Ile^tNi ['• Pla &wr..... -15uf [` im-. a w, 6' vl i - ' ivt a NI a' i �i 4 r 64 �,� �..1�...w. fell "b4600 Aa 46) DAILY INSPECTION DIARY REPORT M DAY: , i'IS f DATE: _ / ''� / "�� WORK PERIOD:_ a.m./p.m. [o a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: ell ilk. nE �rrr 11, 1i t �� rrro• ow Q pc c' C. . t ti d . Ld a, ,L b� Ct aE •.� 5� I114 trr.."it 0a, 4 � A an (c W"4- t 1 `-M1 k_Y 4AA t�'1C. ,.k !ff l wy %nl ♦ y71 CC R�rl CON,.,ACTOR SIGNATURE INSPECTOR SIGNATURE DATE: V 'm83 INSPECTORS DAILY REPORT Engineering Deparrment City of Renton PROJECT: W-831 Watermain Replacement in President's Park DATE: I ksjj r 6LjqLh -- CONTRACTOR: GRANT CONSTRUCTION WEATHER: Item No. Description Units Quantity Remarks U D�CQ�� Z S� lF 72-S V k V° blaa.e'ti P Ste* wtit IE �e ant 7 ?+-s IV�F a q c�. Isla fi. B.o. i I i i i I i DAILY iWEC'TIUI DIARY REPORT 11 DAY44A0 ' DATE: M �" WORK PERIOD:_ a.m./P•m• to WEATHER: TERP. MAX 'F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: , +3U _,63,�oefi ova& 1-4 Out In Itoa . � -- �,�D Y.Iva elk N, ►", W Cmo%l CONTRACTOR SIGNATURi INSPECTOR SIGNATURE DATE: V10 83 t (hytl� INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: W-831 Watermain Replacement in President's Park DATE: CONTRACTOR: GRANT CONSTRUCTION WEATHER: i i i Item No. Uescrlptlon Units QuantityRemarks �. 6L'* Iry A E ( 43o W) n K 6 on d` 6� va1k. c� 2t s 2 c ; W tbctoa & 2� i i i I i i I I DAILY INSPECTION DI.AR" ' REPORT I! DAY jn,/ DATE: /�� /7�tc WORK PERIOD: a.:a./p.m. to , a.m./p.m. WEATHER: TEMP. MAX °F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: n �(j�l4l�f�161 IM� ) n �6 ^ Quk hr 1,f �(Im l(K diS0 V► INZ ya 0 ] A 6+ 7�t 1111�R.K ra + vOu, , 14 r-a) Tat, -G C-0 3 . iu kfl a Sh S,I O ik� — Rc N f - CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: v, o INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: W-831 Watermain Replacement in President's Park DATE: �UJnc�mx CONTRACTOR: GRANT CONSTRUCTION WEATHER: Item No. Descrl [loll Units uantit Remarks _ 1 (1,) it �� M-50 �zwesa s.r� P ti Sl► t r5v L4_A00) __- Sb ,tw w p�lrieku (i'i8 � _Q i� i �I i iI i I v n o � Id •J N '�lid.`MJJ }w1'7.77 ��. O z JNf 3 r d � %' •. it f R�11Q �a I ; -, < h�40 ort�nl'f ZI5 4 � • �,,,, rtvNy�d r — t W � v y'iHi� 3 _ ;n1VA ` II 36, e o t or rt. (L LJ TQ„) u' C O -36 0 0 N 6.1 �. �� LIEUOfFQ(IUiYO O v e v I ~~ a H .0 n �e S t C OO � II11 + I � S � Z W • !Q C W !�— � � O� .+ •ati1.'�Vl�� Imo` N `Q �n 'r r� z — .� a. A' �.•ljfal ~mi t'ULY� 3.1 I 3 � 1 1� LA ............... - -i vF 'ae—Us vfn�l„ Y I nfyl)•ICE ,of(jnit �� r DAILY INSPECTION DIARY REPORT / DAY: DATE: �; / / WORK PERIOD:_ a.m./p.m. to a.m./p.m. WEATHER.: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: l CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY 1NWMIIx1 DIARY DAY: �_ DATE: WORK PERIOD: a.m./P.m. to a.m./p.m. REPORT 8 WEATHER: � / _ TEMP. MAX --OF MIN OF PRECIPITATION: WORK ACCOMPLISHED. TODAY: j �n/Afr✓ � �� 4Pl�.P,�� l�f 1 !n� rh c°� Hf } SY 4 Qwen.� lrHtsq�+c+� u ; [�..tB+i . A.• alf+�� It al.et +w.f 4t R CC`iTRAC'rOR SIGNATURE IKSP TOR SIGNATURE DATE: INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: �. Bt `IQ3� lDr DATE: �1L_ ltA 14 �� CONTRACTOR: �tl{E.� �UNS� WEATHER: Qvd`C,y.l, _ Item No. Description Pits uantSt , Remarks y ,.d -4f 2S4g3 ( 14 t) .jT i N .r 111949 � 23 i 1- LAKESIDE INDUSTRIES P.O,BOX SELLEVUE.WAi 98M WESTERN ASPHALT, INC. DATE 7 /4 8�_ORDER NO. . 98 v.0.BOA 9e iSSGOUY AH,H.WAA9801) PHONE 746W1 SOLD TO I DATE ORDER NO. ADDRESS-- SOLD TO _ DELIVERED TO-- MATERIALS ADDRESS TONS L P-Ross DELIVERED TO • MATERIALS • TONS }SC TAPE =_TONS CLASS 8 TONSSHEET NET i TONS CLASS C TONS. _ TONS SHEET GAL.DIESEL OIL h 1`-- ` r TONS f .GAL. ASPHALT PAINT GAL. DIE'_L OIL GAL. EMUISIf 4 GAL. ASPHALT PAINT M TON .)SHED ROCK: SIZE_ `GAL. EMULSION CC '-- � SAND: TYPE I TON CRUSHED ROCK: SIZE—j SAND: TYPE MISC.— RECEIVED BY I MISC. � FOR_ RECEIVED BY— TRUCK NO. NO. 36 , 25493 FOR qqQ p 1 J 7 3 WA. ST. CONT. REG. No 423-0ILA-KES1 .274.1D TRUCK NO r , Date: 17-Jun-86 Cit of Renton Department of -ngineering Page: TO: FINANCE DIRECTOR s FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Grant Construction Co CONTRACT NO.CAG 026-86 ESTIMATE NO. I PROJECT: W-831 1986 Presidents Park Steel Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $90, 166.01 2. SALES TAX @ 0,08 $6,493.45 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $86,659.46 ------------------------------------------------------------ 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $76, 157.71 6• SUBTOTAL - CONTRACTOR PAYMENTS ----- $76, 157. 71 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 S. **RETAINAGE ON EARNINGS THIS ESTIMATE $4,008.30 s __________ • SUBTOTAL - RETAINAGE �- _ $4,008.30- 10. SALES TAX PREVIOUSLY PAID $0.00 :.1. SALES TAX DUE THIS ESTIMATE $6,493.45 12•* (4.�c% x LINE 1 ) SUBTOTAL - SALES TAX -$6,493.45 *• t-TAINAGC: 5%) GRAND TOTAL - $86,659.46 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11 ) : ACCT.B *421/000/15.596.38. 65.27 $82,651. 16 B 1 $82,651. 16 RETAINED AMOUNT (Line 8) : ACCT.e *421/000/15. 596.38.65.27 $4,008.30 R 1 4 Wn TOTAL THIS ESTIMATE: f86,659.46 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURi, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OF THE LABOR PERFORMED AS DESCRIBED HVEIN, AND THAT THE CLAIM 1S I JUST, DUE AND UNPAID OBLISAITTON AGAINST THE CITY Of RENTON, AND TIAT I AM Z AUTHORISED TG UTHEN ICATE AND CERTIFY TO SAID CLAIN SIGNED; Gates l'-Ln-66 City of Renton . Dewtrnt of Engineering eage: I Project: W-KI 1986 Presidents Park Steel alter Main Pep;aceeenl Crwtract *,Der: CAB 026-Bb Cadr clor&ant Construction Co Estimate NmW,: 1 C1rc1nq Date: June 13, 1986 Item Bars Description t ikut Est. snit Prerims previous Ibis This Total TONI No. No. Quantity Price Quantity Amount Quantity Amount Pu:.nllty amount 01. ^" Ductile Iron Pipe(Tyton Joint) sinew Foot 4173.00 18.98 0.00 0.00 3400.00 64M.00 3400,00 64532.00 02. 6'' Ductile Iron PipelTytan Joint) +Lineal Foot 77.00 16.78 0.00 0.00 16.00 268.48 WOO 2e8.48 03. 4" Ductile Irm PipelTytoo Joicil atiewl Fool 155,00 15.70 O,OD 0.00 100.00 1570.00 100.00 1570.00 04. 8" Bate Valve with #Each 16.00 400.00 0.00 0.00 11.00 4400.00 11.00 4400.00 Cast Iron Valve Box 05. 6" Sale Valve with #Each 3.00 M.00 0.00 0.00 1.00 265.00 1.00 265.00 Cast Iran Valve Box 06. 4" We Valve with #Each 1,00 20B.O0 0.00 0.00 1.00 208.00 1.00 208.00 Cast Iran Valve Bor 07, Standard Fire Mrant Assembly #Each 6.00 1W-00 0.00 0.00 6.00 MOO 6.00 8M.00 06. 2' Permanent 61owo0 Asseably #Each I'M B00.60 0.00 0.00 0.00 0.00 0.00 09. Cement Concrete for Thrust Blocking#Cubic yard 10.00 0.01 0.00 0.0( 5.00 0.05 5.00 0.05 10. Aspnalt Concrete for Pave.t and aTm 11r.00 0.01 0.00 0.00 0.00 0.00 O.OD Driveway Fatenirr; 11, 518 Crushed Rak 4 Bacir:ll, #Tan B60.00 0.01 0.00 D,00 41L11 D.4B 48.11 0.0 and Top CPO'se t rid Rellace Cement Concrete #5q,4re tad 40.00 5D,00 0.00 0.00 0.00 0.00 0.00 av and Sidewalk 1.,. jr. Restore With Sod #Square yard 510.U0 28.95 0.00 0.00 0.00 0.00 0.00 Date: 11-Jun-6e City of Benton . Department of Engineering Page: 2 Frolerta Y-831 1986 Presidents Fart Steel Water Rain Replacement Cmtract bimh«r: CAB 026-Bb Contractor&ant Construction Co Estimate"er: I Closing Wte: June 13, 1986 Rem Bus Description T Unit Est. but Previous pregpl6 This this Total 'ctu Wa• NO. Quantity Fnc" Quantity Amount Quantity Amount Quartrty Amount 14. Remove and Replace Cement Cmcrete #Lineal Foot M.W 4.D0 0.00 0.W 0.00 0.00 0.00 Curb and Butter 15. Wnk Run Brayel for Trench Backfill#Ton 11354.00 0.01 0.00 0.00 0.00 0.00 O.W 16. Water Soma Type 1 #Each 38.00 142.00 0.00 0.00 0.00 0.00 0.00 17. Water Service Type 11 *Each 43.W 150.00 0.00 0.00 0.00 0.00 0.00 1B. Water Service Type Ill aEmb 3.00 MAD 0.00 0.00 O.W UO 0.00 A Cmstruetrm Stak:ig and ka-euett *Lump Sum 1.00 3W0.00 0.00 O,DO 0.20 bw.(u 0.20 600.00 totes and tramirgs Subtotal fO.W 480,166.01 SOD,Ib6.01 8.1% :ales Tax $0.00 S6,493.45 16,493.45 Total Amount K,00 $66 659.46 f8o oM.46 DAILY INSPECTION DIARY RBPORY /�+s-- DAY: DATE: 5 /�(K WORK PERIOD-._ a.m./p.m. to S a.m./p.mm. WEATHER- 1�n TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLI HED TODA": p (�' It3� - WQ�CY/vt�•b` �1�c�►{iihnnMl✓` �-�6�s,,r f..,Y ,>.�►�.,,i � b � - u.� � �s �.r�-f�c ,'�M cr s: _ CkJ a., uaU J�MV p,p< a "1 dal !' i K ' CONTRACTOR SIGNATURE INS CTOR SIGNATURE DATE: W 831 Queen Ave N.E. DAILY INVECTION DIARY m. REPORT t DAY:�d d� _ DATE: 5 /� B6 WORK PERIOD: 1�a.m./p.m. to � a.m./p. WBATRBR: �? TENP. MAX ` 'F MIN °F PRECIPITATION: WORK ACC.PL ED TODAY: 0\i `t C o �1 /l�ty luG�(ur lad e (�• u h I CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: �. � . $3\ / \1�1a1s�n*ra;. '�,c�rl.�ar.�`' • �As+ °�°+�s �Yw.1V +rye DAILY INSPECTION DIARY DAY:I+t�p�dp„y DATE: 6 / /i WORK PERIOD:_yF a.m./p.m. to y a.m./pP REPORT N WEATHER: — -- TEMP. MAX OF MIN °F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: ,^6' d ` (I ik M 17" ai1 eK I) * 1� f 1A E' OL ra h WIJ a v d ®k Iu t71 p,tc b 5 h ? + qa I�tCIu Ua�Pn �� a ��t AY) Cnrttc �O ! iI U•� 8 ? �e a - &IL �,• s 3 h >A CCr y A rJIN �Irrrynnc� fiGr r , 2 na �p�.CYow Y�I pwA I i CONTRACTOR SIGNATURE i INSPECTOR SIGNATURE ' DATE: t INSPECTORS DAILY REPORT Engineering Department q City of Renton PROJECT: '�3� DATE: CONTRACTOR: arrY 1g�*+,m _ WEATHER: SUml Item No. Descrlltio❑ UnitsQuantity Remarks QQu ,,CQ J 'DI l - P,6pL l.E. ' $Z ,cc 5� OAS ? ro 2r40 I i i i i i I I 831- QQES • PPQr- (�,)ak9nrauh �aAN� DAILY INSPECTION DIARY // J 31 REPORT DAY DATE: 6 / / �U WORK PERIOD: a.m./p.m. Lo a.m./ ---- WEATHER: TEMP. MAX _°F MIN OF PRECIPITATION: WORK ACCOMPLIgHED TODAY: , C 4+o wJ Ai b foMa�c4 _ � slued.. AUvtr )V\0(ti s p > +'' gnite �rrt (Qsnr u oG I (»A 7 O'llrca4►+ I �'1� t bm.� 'Sohn Ar _ Flo C . .chlu-4., �WWr, I (cLu S :jO { C L1)1olu, Ca'CcAi � �� {1 1 ScF* )ISE SLAA 6 Etrrr Iwdt. _ a- 1 � 1l&A/ CONTRACTOR SIGNATURE CTOR SIGNATURE DATE: INSPECTORS DAILY REPORT Engineering Department City of Renton pp/� PROJECT: �'B�JI DATE: 6151A '('U449d ,- CONTRACTOR: Gamic �CNy\ _ WEATHER: &e, T� I Item No. Description Units quantity Remarks U 8„ �s CA.�7 (i 31 L. f 410- 0o Sim 2v40 h 6 ,sa 1 1 i I �j, $3t. �cc�dbaA� On[+.. uJakern„ac,. �«c Cerryt DAILY INSPECTION DIARY _ REPORT f DAY: t DATE: / / G WORK PERIOD: S a.m./P.m. to a.m. WEATHER: Opt,[ TEMP. MAX 70 °F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: (Ahr. 31- v(w lud RV Di t 4 0 S1o. %1.160 --- baA 2Q �aU'+� com . ..i arch _ t „i •6 0 -- ---- OnrlN1 (14)fncl� 1, CM0j �iawb DICM 1� }e�? euw AAA �.. — Chon - \�1R. W W 1 � �V ) ' fI`M r� i4tlw _..__ , Up %-S. J 1 —_ o n� Pn hG %f 'r114Cr 'QOK 01)fA_ 1�,g1w J \)-th 0 3V „. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: INSPECTORS DAILY REPORT Engineering Department qq City of Renton i PROJECT: /�i'0� ) DATE: 6/a� a6 . UJta,w�,r— j CONTRACTOR: A%- WEATHER: QJt -exty, j G Item No. Description Units —Quantity Remarks '} Fi oa 1t�a�Y EA 1 Sk• 'l to Y s !� wt 14 Sr • I ,tj" i CQ S1 Ile- t f— 550,o0 ( S f tto b i2ac-r r s., I I iI f 1 I I I I 1 1 DAILY INSPECTION DIARY ��// REPORT @ DAY• {5 _ DATE: / /� /Oo WORK PERIOD: n a.m./P.m. tO Tip, e °F MIN °F PRECIPITATION: WEATHER: av WORK ACCOMPLISH TODAY: hx�ds�t_� 13 � Q�x In�itlluA '� �a � 8 datz '�alvc � ��1t,c.c'd1 �o� ` NF v Nf IYI� + R`', 1 6 3 I fro- hT3M1 ! I� 8411 M .�• ��: T Ury'rtiG i f CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: 1 INSPECTORS DAILY REPORT Engineering Department pp City of Renton PPOJECT: /'� �ita�g Orw* DATE CONTRACTOR: KAA�-T S WEATHER: I i Item No. --Description Units Quantity Remarks �� 8° �9s . coSz ( S.s� f,� 161 -0o Iz+o� b Ii+43 --► IQ lJ IS W ►A 860. 61 f A . 3 � 1� � (�a r. A•r r�i i N�d�ar� K�„ C ra � Kf [per � N�-r I I I N. k - S DAky iNgEcrl DIARY DAY: �t: ote REPORT / DATE: 6 / / 6 WORK PERIOD:$/��.m.)P•m• t0 4 a.m./fi.e�1 WEATHER: ogUc ' TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: ---r—��-- �oJr rlwy M Nf Sb� t'io FD 10-403 1$5IF) it+15 ee 3-96 ticd /r IS ntry CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: INSPECTORS DAILY REPORT Engineering Department City of Renton I PROJECT: W'831 Watermain Replacement in President's Park DATE: 6� 6W T-_6idab- ,/ CONTRACTOR: GRANT CONSTRUCTION WEATHER-- I tem No. Descrl7tLott Units Quantity Remarks L.F . 3gf.oa 8.40 40 It—$ �33 e46Nw M N6 W+n (0+ Pon -to lit 336 SIC i I i i i I I i I ACCOUNT CODE SUS 1 CALI A4D DAv VR TRUCK Fl TICKET Mfl' gi ART Y 8000 TRIP �NAUIE -- P 'PKE � ARRIVE E wT lOB SOLD TO E HE LOAD DELIVER TO P.O. - JOB- LOT • ETC. START uNLOwO N!SH UNLOAD BwCK— B K �-� PRICE � AMOUNT --- POUNDS CONCRET! STATE BLEND SPECIAL BLEND OLVr 12010 2050 42070 •Y 42010 1 _.� MIXER FINE SUPERFINE FILLER i SAND 42020 42030 42060 �- UNDS 1 1/2 A E PEA V2 F PIT RUN O PO S01 5203 5205 5207 00 - i/S • GANOLI 1 V I CIAL BLEND 0 GRAV4L s29z 5204 5206 5208 POUND$ RASE C(VMSE s!E-IA 1/4- SPEC CA AOCK 1 ` 62010 62030 62050 62080 DLVY TOP COURSE 1 1!4-s/6 Rw S/E-wx 1 /A.MITI RK. By CRUSHEO MlxEw RACK 62020 62040 62060 62070 TONS Ex/RA HAUL 70001 MINIMUM LOAD 20 TONS SAX CEMENT STANDARD 800C1 N'ruRLY 9000-2T w«I*[-80003 SACKS IIM[ NAlWRY CONCRETE TOPPING 60006 �� CEMENT 80001 MIX 80005 NIX PIECES EXPANSION JOINT 64 / X X I O• FEET RE BAR 850 / CUTS 86000 �1 __j —1 —'"- SUB TOTAL TIME DUE w11UW ADDED CUROMfR3 �'�-4- GALI SIGNATURE X IP` _ TAX TONE AY RENTON OFFICE E- ... 4 INC r\ TOTAL �Mn1aK E++n•..e..NK. v „M, IW � � PO NOX RT NITYE EMPLOYER / \ DE17VERV TICKET 1 .:mn�!fMn Nw P.amM N MMINIMLnARM 9815] .,,,+Plw.,e.+rP ldvn4.�ov«pw.u+•r...,w.Maatl+i F'JUAI OPPOPTV!:ITV EMPLOYER Na*tx�+•eP.•+`^ 1,.MPLdlwn.r dA Pln•+°wnaar id�wam 6313100w..,•ruwmn. IARVOIROFXNp10F LTB/PIW 2'261(100 ACCOUNT CODE BUB ICALL MO:=Y* �X TICKET NO SiARi _ 027TRIPY a MAULSICE ]PILE ARRIVE 1 wT)OR SOLO TO: AME LOAD DELIVER TO! P.O. JOB- LOT-ETC. START UNLOAD t \�. k 1 II FINISH — >' 1 { UNLOAD BACK IN YARD PRICE AMOUNT —_ CONCRETE STATE BLEND SPECIALSLEMO OLVY POUNDS ay 42010 42040 42050 42070 MIXER FINE SUPERFINE FILLER 1 SAND 42020 42030 42060 POUNDS I 112 A A PEA 1/2 A PIT RUN O 5201 5203 5205 5207 / A! GRANLIIC v ;TTl�t-- I LBLEND L GRAIIEL 5202 5204 5206 5208 tK 11 BASE COURSE S/a-1/4 4 - SPEC CIt AIXK POUNDS 62010 62030 62050 62080 1 "\ K 11/�'Y1X RN. OLVY CRUSHED TO►COURSEI 1 VA- sA RR LE-MIX P. By ROCK 62020„r 62040 62060 62010 MIXERI i TONS EXTRA KAUL 70001 MINIMUM LOAD JO TONS SAX CEMENT STANDARD 80001 HruRLY 80002 TvwTE 80003 S��G SACKS LAME MX'.ONRY CONCRETE !OIPRIG 8000� CENENr 80004 WX a000S MIX 80006 )16 ` PIECES EXPANSION JOINT 64 / X X FEET RE BAR 850` ° _ CUTS 66000 I.E WE NATta AWED i SUB TOTA L GALS !,NATuwt X �!\" TAX I oovta 19TO N E AY RENTON OFFICE -- EJeNA`B",,K TOTAL 1 CMIIRIRIti/M'^fRe MAaN�lvr.mnw NtRKRR uv".Y1 PI`fW%SIX, RCNTON.VM .Ftr Abtl WeKt.r.4n MMPFWMA ATe..XI.•owe+XI R.R pYPII1F�yAB.R.RIpBFF.wMRlPI wEErNPPBy WF`wp"FKaREPR'edB"MPII"W �'++r'+W vnIFJ w�ro ral:K:.D.+.eE.I.Nl.t«1.<Y.vmoEavRPpYe.w.rTICKET OPPORTUNITY EMPLOYER "MAX , 226�IG0o 6313100 mo PMr....�eT.N.PorbPmMYI[M,..+.nbbwfe:.w+mr XMwdA..rwran.+e yV M. A. SEGALE INC. SASPHALT DIVISION a PO BOX 88050. 18500 SOUTHCENTE R PARKWAY TUKWILA.WA 98186 • (206)575-0150 k 223.01 Si GA LM A372110 I DATE U J L i ^LANT `C T,. — r ITEM NUMBER {Y PURCHASE ORDER NO. TIME AND DATE WEIGHT GROSS TARE NUS t NET lz QUANTITY _ —UN DESCRIPTION Unit Prica AM LBS.MC COLD MIX TONS ASPHALT TREATED BASE TONS STATF SPECIFICATION CLASS f GALS. EMULSION AR 4000 ASPHALT t, -�Hcn'�sv"T<iF TATION MIL I � �— RECEIVED PAI. SALES ` _ TAX TRUCK NO. x' .. 1YEO By_~ 1 Cheese for equetment murt TOTAL • _ C J 9� be eooamprt by this ticket. 7 tM+H:Cmtatl"iYe//ow'Of lin/Nnk:Job/GMMnroUr Plsnt 1, DAILY INSPECTION DIARY a _ REPORT i DAY: (�( / DATE: WORK PERIOD: A a.m./P.M. to 4 a.m.��m� WEATHER: n* -- TEMP. MAX C% 'F MIN �°F PRECIPITATION: WORK ACCOMPLISHED TODAY: .lam t7t•t � 17tl� h 4\ rSS m �deh -- e�nh+1- G a' PaC y (n�f�• tout' ^'� �o,kFc11 ;e � C` 11�rM d�ati C �w �t+ ra �, a•tr� � v ham• NC �0h+ 0� 4�4 Wnti, S�ti+ e► 1 4' i q Q+R G i yenk �G.p CU./ nu N 4n — 'n /'a,4ttt�� ,1•,1'e-1�+0� n,w f�Vnr d1t Cl - — fr 4 �f Qj h \ 1 ti11 � � - � �nt� �u4k C� ��• ��u ' = nr dY � � Y d ".Sy".. __ �Igia6 . CONTRACTOR SIGNATURE TNS?EC-,OR SIGNATURE DATE: --- VINSPECTORS DAILY REPORT Engineering Department City of Renton �p / PROJECT: W-831 Watermain Replacement in President's Park DATE: Il�b� � e'q lb7 o CONTRACTOR: GRANT CONSTRUCTION WEATHER: %tip 71& I11y i Item No. De set lrtlou Units QuallLfty Remarks c� I w o k* 14 t 5 5 4 Q,,.*- PICO l4f5(W)! i i i 1 i �f I I I I ' 1 1 DAILY INSPECTION DIAI;'r XX REPORT 11 DAY: DATE: / 10( to WORK PERIOD: a.m./p.m. to 4 a.m./P.m. WEATHER: TEMP. MAX °F MIN _°F PRECIPITATION: WORK ACCOMPLISHED TODAY: �ck F, 11( ). 1\a I3 .5 4v N 1 9 d h ti � t36�' N A, f. i rum NE Grew.- ISG_ 2 ?L lr 1 4"� '�` Iu�Sv I- 13��Z aG 21.5 e 3 03 �r s" � U W ( fUC )bah �C.rti M1n k N• S ;niwl ➢r U vd aa.. k vvc 0 Cj_�_ — CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: INSPECTORS DAILY REPW f . Engineering Depnrument City of Renton / PROJECT: W-831 Watermain Replacement in President's Park DATE: UAcrx, bI oM CONTRACTOR: GRANT CONSTRUCTION WEATHER: JIS, 5;.nr �i i Item NO. n Descri pion till itsQuantity Remarks T� .5p Nf dt tt..}v R.e+ fwr ME I r aY� 3U3.5 o file atuy hlSeft6 E ;. Y. .. Mfv V µG rhn., f, NF �` � GAY• NG v i i i i I I I I DAILY INSPECTION DIARY DAY; REPORT / _ DATE: b / / WORK PERIOD: aim./p.m. to a.m./p`_ WEATHER: 'Apo TEMP. MAX OF HIN OF PRECIPITATION: ( WORK ACCOMPLI HED TODAY: h� �y v�'u•d�, a,d a' h,� 4a, �G+ SO 4R a t6o CONTRACTOR SIGNATURE Ar 1-iIXSPECTOR SIGNATURE DATE: i INSPECTORS DAILY REPORT A Engineering Department City of Renton ,( I' PROJECT: W-831 Watermain Replacement in President's Park DATE: . i (( CONTRACTOR; GRANT CONSTRUCTION WEATHER:��, $� i I Item No. Description Units Quantity Remarks sZ (rz) t,F. 350.0o NE It-w- yowv tic i Nlkt I I I jt I I 1 I I i I r y DAILY INSPECTION DIARY REPORT / -s DATE: J WORK PERIOD: a.m./p.m. [0 4 a•m•/P: _— — DAY: T )S + � ^ WEATHER: ( Qow TEMP. MAX "F MIN `F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: f , Y sti 11A 1 ay Fc ( NriM , 1 C r AtIb R ck�q.A NIL SVC iG t� r l a IL k.:,K a au / J l _ CONTRACTOR SIGNATURE --.'� pECTOR SIGNATURE DATE: Vr $31 INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT. W-831 Watermain Replacement in President's Park DATE: _�tau� CONTRACTOR: GRANT CONSTRUCTION MEATNER: i Item No. Description Units - quantity Remarks 256•e9 - ju i cat --------------- G�rrpp _ i i i I i i DAILY INSPECTION DIARY �- DAY: � G� DATE: U/(3 / WORK PERIOD: ; a.m./p.m. to �- REP)RT ll a.m./D.m, , WEATHER: }err TEMP. MAX -AL°F MIN OF PRECIPITATION: WORK ACCOMPI.IS ED TODAY; II '' ` a I Inv" AAW L•1 kN"Vync iv" wa a-m 0 t4 v ti!i NF A> IS In i- A lhy rtv b ► r 9 i U ✓+ �. NC Ty ti Nl �+ 1i 440 D,d Ir/• rs 4 sou fj ar 3,t c i8 So Jnq. t,,. ifAt0 0 4,43 1" u �+ 'Y� ►� 1bo �� 'a' 6, 'J - c 4 t41 Y 1 _ 6' J- c .6141 ►.4.>t y -cn CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: INSPECTOUS DAILY REPORT VV Engineering Department City of Renton rr PROJECT: W-831 Watermain Replacement in President's Park DATE: � 301 B/0� CONTRACTOR: GRANT CONSTRUCTION WEATHER: SV'n Item No. Description Units Quantity Remarks b $" �t t� �z �� %o a� (you -------------------- Or I Si cc) e u 4 L ,�� ° DAILY INSPECTION DIARY 6 > q REPORT N DAY: 4 DATE: /6 WORK PERIOD: 0 /P.M. to a,■,/las_ WEATHER:-. TEMP. MAX °F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: k 6b 3'1 �r f• �a era fk,�� t �,+- ►"�.,,� �;K a` a tee, ,,,, , jna /K 61ue„ N .(I'1� �� aU (y -4 SU �' C} i * c� il�� n 11f mrn►- � N E �' � Qwsr M �£ �� 'l•,r` 6) S 4.' ° Swy V�YM'.� 1r � 1Pt I� It 17c.l.� r, CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: • �� ` INSPECTORS UAILY REPORT h Engineering Department City of Renton "'�`b� I PROJECT. W-831 Watermain Replacement in President's Park DATE: CONTRACTOR: GRANT CONSTRUCTION WEATHER:_lQPe� i i Item No. Descripttuu Units Quantity U { Remarksfof Qi �13 St�o k �tsv- � / o a sue+ AY• N� i\ Z 3 2�. .g I I ov k�. PUBLIC WORKS DEPARTMENT R z WL DESIGN/UTILITY ENGINEERING • 235-2631 0 & MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 0o h �P TO RS�fD SF pt EM'e' RANA /aN' i DATE: `1►t(d G JB NO.: Ul d31 _ 1 ol- 0 2 rd Ef _ RE; 1 , 6 1.4" ATTN• h ,(h GENTLEMEN: / WE ARE SENDING YOU q ATTACHED ❑ UNDER SEPARATE COVER VIA _THE FOLLOWING ITEMS: o SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ COPIES DATE R P FIAFU(S wtw "tet Folt 1 (�NT11' Dn rh Q�t• /IY`4+^ JA 6 Slip Wu- an THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL o APPROVED AS SUBMITTED ❑ RESLA3NIT _ COPIES FOR APPROVAL ❑ FOR YOUR USC ❑ APPROVED AS NOTED ❑ SUBMIT COPTES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ _ o PRINTS RETURNED AFTER LOAN TO US COPIES TO: .y -rtg� d'It SIGPEO rlutrr_rY Fr �n,� _ TITLE IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE IUNlN6�cT Teri U� $Sj �I�f[trdM►' /�Va.� Wok. .aim �Ve flactc.eo'-- \ •� Y I �1 4ao q�OV aW - To th art jronf o dv;�c u�a�s 3318 3322 µ I 1 �) ( Saulexv aV >PndL ueY .e ;k�n� td�q,t, per •ko o�v+ * 0iC t\AC • rkeh a\en� mew cLL+6 taw al d.lJeuia� 4u 3322 NE k 2�'►) I 1 +K �h0.i1t h�drank qa�t galvt 600( kv grad.¢ ar S{ r Ntwperl C>r NE . AAA -lr%k xmund 'IV i rtsvil C a So #kt ,t of stoke" Aycock wakv Strv;u lanr Ao nnetex Au 3501 NE 9N Sir• �ktp�gct 6 6tun [aatetfi %OaAkwa* , ko 666, (i+ween Nve N E . p\ Pa 11a1V kcn dndtwj ko 696 CwMcen Avc tAS ( i 20 441) ,t{ ''Qttnedc 4ak4c ArAaihev aV hbAf",v vn HE -il, St- S\a -1ao3) it flo lolu4 in dnJtwa� •Vu 5513 hie 7" $r W'\h (fWlh.A rael¢t ,y /Qep��y > re steel aU preu ou)l� Seodnd areas dar OyJ 6b {ire fi4eW, . 0 ZVePlavc i 12 �1`) 1 Ccmcah wakVtua.� }u 656 - 41umn Ave N>:. p eRerada Cleat, Arench Gae make,( $elvia Au 65?- Gu•r A' Nt: 6cad. Sid r1 .�Canv t( 3j6O0• NE 81 iY '1 ' RCM ` tolAe �Qarn o1 -ii0- atw'j Ave Of, Av d�koW �a:na�y }p it2 ilkiny CaVUtti ba%in ovr MM4 S\da. tl pry �cri+�Nt 0 its1pla1V �hkh in &kttway q Ien�atc u Vh (dnc�e�+ walkwow� 1v (it Mvhlb riusr[ Vakee o� Slr A4v 51 * �IyMr;< Me NE A be, ,�1�,u1, ai,F4r as�{al� Sakch (I U gIc?ak\ 4Y Wc1Y vnj 0k d�r�eyJa4� kv 504• NE 8�\ St. (d 15 ar C6P dn\ curb 4rc5 w1'�" eYecss dill' +PTA la•rdSc-"nx �� ' Ft� bwtten u,•� b� 3 u4\wn e NE 8" T Q�r !��' Nf (�+,r a.�4� Ax NE, f ae 11762 t�(vttrn Pv< N� r► 25 V <aw A An:duao 75 5 a tm f� NE ram, ,� untriw 4 '(OAV W\w ' 03 a, NEB" s' 4IM� /tpll�hi,1, 9Ytd r ruadyJovyU i o U O i � l i 1 ! Out" 12..A1FIB6 NET 2 ''0 LB M- 1�-NmRE� NET 2"�0 LB STONEWAY STONEWAY ! Cpte[�efY*P xa �� -" P.O.BOX 509 RENTON.WASHINGTON 98057 P.O.BOX SO9-RENTON.WASHINGTON 96057 2251000 226-1000 DATE-I DATE 19 P.O. • __PLANT# li P.O. # PLANT w SOLD TO K6C I II \Ck) �� ,. SOLD TO t a ADDRESS --- ADDRESS CITY - CITY DELIVER DELIVER TO TO' UVIrNTITY UESCRIPTIUN PNiCE NMOVNT WNNTITY UESC RIPTIUN PRICE NMOUNI cu.vos. _ SAND i cu.vos. SAND _ GRAVEL I GRAVEL 1 CRUSHED ROCK CRUSHED ROCK I - I I SUB SUB by TOTAL TOTAL TAX -- TAX DRIVER TOTAL I DRIVER No. G 44053 No. G 4115 It is specifically agreed that STONEWAY CONCRETE INJ.wilt!at be held fable fee wry V it Is ryacllually agreed that STONEWAY CONCRETE INC.will not be held liable for any Mm to shrubbery,Ilownj.rtly sidewelet madwnv or privan property in delivering mat damage ed shrubbery,on these flower,city sidewalks,roadway or privan properly in daluen.•g mai ,.Nal I sted above.on then premiers. mini Ihlad above.on thee)Plenums. 0';S4 M 1?'btM NFT 2?" 7 LB '-..NME NET 2SM LB 13TO N EWAY STO N EWAY P.O.BOX 509-RENTON,WASHINGTON 98067 P.O.BOX 509-RENTON,WASHINGTON 98497 2261000 226 1000 DATE 19 DATE 1D 4 ' P.O.# PLANT w P.O. # PLANT# SOLD TO E A. 1. r SOLD TO `!: I,� I�r: •�� - (,o,i tJ I uJ ADDRESS _ ADDRESS CITY CITY DELIVER DELIVER TO: TO. _ WANTITY OESc RIPTION PRICE AMOVNT pVMNTITY Mlc HIPT10N PRICE AMTNT cu YDe. SAND sow.vos. SAND 1 GRAVEL GRAVEL 1• CRUSHED ROCK �/I CRUSHED ROCK _ a"vd.DX sue nay TOTAI _ TOTAL. ----. - r TAX TAX TOTAL DRIVER - ---k L DRIVER No. G �14263 No. Ggjax 4211 It 11 spKlficdly agreed the STONEWAY CONCRETE INC.will not M held liable to,any It it specifically agreed that S10NEWAY CONCRETE INC.will not be held liable for any damage to shrubbery.Ilomrs,city sldawwks,roadway or Wwete property In delivering Inat., demaq to shrubbery,flowers.city sidewalks,roadway or private property in delivering met erul Intel alloys,00 thew prvmins. -,-at listed above,on then premise 01,2VM 10JM-6 HET 27410 L8 NET LE I 226 ST 1O N EWAY STO N EWAV �t I 1"a nEn P O.BOX 609-RENTON,WASHINGTON Will P.O.BOX 509 RE WASHINGTON NO'226 000 2261000 � I i DA(9 I9 DATE i9 II PLANT 0 I l P.O.as SOLD TO PUNT A P.O.i SOLD TO �.t+ �—+ \ � ADDRESS ADDRESS CITY CITY DELIVER DELIVER TO: -- Rwu.mT TO' CESC NIPTION PRICE W PNTITV OESCRIPTION PN�CE RMOUNT � UUNNTITV I w r05 SANG cu.rOS SAND . �. GRAVEL GRAVEL__ CRUSHED ROCK ( CRUSHEC ROCK SUB RECD SUB iv BY COx _ — X . TOTAL TAX / TAX TOTAL OTAL DRIVER DRIVER No. G 3973 No. G 44283 It is speodfcslly allowed that STONEWAY CONCRETE INC. wdl not be held hable for any 11 is WaDdically .,;.,,ad that STONEWAY CONCRETE INC.will not or,held liable for soy damage to shrubbery,tlowet,city sidewalks,roadmV or priyase pr wny in daliwpmg ON* dvw tD ehmbhoV,flowers,CRy sidewalks.0MdWIV or mmam PrOPWTY in delivering met vial listed above,on rhea Dremises. saw IMed above,on these premltes. 05�i JiiM 1.73JH96 NET 2t :J L6 l I STONEWAY cancnles� ., _ I. P.O.BOX IM RENTON,WASHINGTON 98057 226-1000 DATE 19 P.O-N PLANT ee'j' SOLD TUB - — 1 ADDRESS CITY DELIVERTO: QUMNtITr OFSC RIPTION PRICE RMOUNi cu rnS. SAND GRAVEL I CRUSHED ROCK i i REC'D SUB By X TOIAL _ -- TAX TOTAL � 1�RIVEP No. G 4274 It it spacdiully agreed that STONEWAY CONCRETE INC.will not be held liable fo, my damap to shrubbery.I•'•PN,cay udayalks.roadway or prieaR ProPertY in delivering mat erial listed above.on . premises. ACCOIM2T CODE SUB I CALLED NO DAY YR TBIKK PIANYI TICKET 140 START ------ Y AULE E 01^0 TRIP — )►R,E I�,I( ARRIVE AT JOB 57LD TO- 4HE LOAD DELIVER TO: P.0 JOB- LOT • ETC _ START UNLOAD Ir - UNLOAD BACK ' IN YARD PRICE AMOUNT ""- - POUNDS CONCRETE ST#TC !LEND SPECIAL KENO DLVY 42010 42040 42050 42070 MBY FINE SUPERFINE FILLER 1 ` SAND 42020 42030 42060 POUNDS 1 1/2 . A PEA 1 • MT IIUN O 5201 5203 5205 5207 7/E • G AN I HI I SPECIAL BLEND O GRAVEL 5202 5204 5206 5208 I BASE COURSE s/E- 1 1/4- SPEC CA, ROCK A 1 POUNDS 62010 62030 62050 62080 DLVY CRUSHED TOP COURSE 1 1/4-SA RM S/5 MIX RK I t/4 WIX RK BY ROCK _-,6.2020 62040 62060 52070_ MIXER TONS EXTRA HAUL 7000/ I MINIMUM LOAD 10 TONS 1_ SAX CEMENT STANDARD 80001 HYURLV $0002 WHITE 80003 SACKS LINE N•EONRv CONCRETE TOPPING 80006 80� CEMENT 8COO4 WA BOOOS MIX J i PIECES EXPANSION JOINT 64 // 1rX- X 10' FEET RE BAR —_ 850'. I 0U15 860N _- nME WE ..,to BOOED CU4fOMCBS � \ SUBTOTAL c•Ls swN•TuwE TAX owlYEw — pTCI N E AV RENTON OFFICE Ea IJy Dr .NC /"1 TOTAL CANI)IEPM..•iu•.r�nw•,•P,I.rnrw mPa.aH,..w<� �.. - PO WX WN RFNION YIN ( 1 •P.r ,..naW.N NP Pw....►.N.M.M w.. w .w..« W)S7 DELIVERY TICKET •141^""'""'"B'n"ry 0""""""tl"""•"`4'^"' 0I' EQUAL OPPORTUNITY EMPLOYER 4NnpN.M/AMP M.a�Pr•M'^�PRFb' c+ww.r...+,m.oaw+�.n.,o+w....+v.n.+- gEIOy1 BE IBAIXIBIOBIlRB1 22510W 6313100_ - wCCOU.JT CODE SUB I CALLED MO DAY YR TRUCK ►' `IIT TICKET NO. START _ TRIP Y )NAULE 81073 p K ARRIVE )PE ATT JOBJOB OLU TO: 4 HE LOAD DELIVER TO', P.O. - JOB- LOT - ETC START UNLOAD FINISH UNLOAD BACK IN YARD PRICE AMOUNT POUNDS CONCRETE STATE BLFHO S►ECIALDLEND DLVY 4201.0 42040 42050 420 BY MIXER iMF SUPERFINE FILLER 1 SAND 42020 42030 42060 POUNDS 1 112 . 4 PEA 1/2 F PIT RUN O 5201 5203 5205 5207y / .s GRANOLI HI V 1 IAI N.END O GRAVEL 5202 5204 5206 5208 BASE COURSE 5111-1/4 1/ - SPEC CR ROCK POUNDS 62010 62030 62050 62080 DLVY CRUSHED T COURSE 1 1/4 5/ERR 5/4-MIX RK I ty4-MIX RK BY IP ROCK 6_2020,.: 62040 62060 62070 MIXER TONS EXTRA HAUL 70001 MINIMUM LOAD 10 TONS I �— -- --- HYURLV flOOO2 WHITE 80003 SAX CEMENT STANDARD $0001 sAc%s Ln+E .uso+RY CONCRETE 60005 TOWxG 60006 80007 CTMENT fl0004 W% PIECES EXPANSON JOINT 84 / X --_ X 10 FEET RE BAR —_ fl5'p / cols 86000 T ML DUE Y.•IER•pOEJ SUO TOTAL "Tu t c•Ls s.GmNATURE X � TAX OWYE• sT0 N EWTON OFFICE KK _TOTAL PO Roz SIX67 .wN DELIVERY TICKET Ppgn wn Pwp n.wr�....Am••mm yN+a�.N.„^•'"'"`••"M EQUAL OPPORTUNITY EMPLOYER wwca waw.ww..wnw.enF'R.a�v+'v a+^."••P'^^°'""'. �.�yl.w.A•. pwpN.p•nau eaww. 631.3100 paPIN�.,.T,..n.i�p.••yb .r.MwRIPn Na cMNM wiN. BMj�"OSTOFIBACN OP OI BBREB 22Cr 1000 .+Mrr..ew�nr..a•..sY.ar.r•NalnN.e ACCOUNT CODE SVB 1CALLED MO DAY YR TRIKK ►EMIT TICKET NO. START TRIP T LED P ARRIVE _ _ C iPLE .. AT JOB SOLD O: A HE LOAD DELIVER TO P.O. - JOB- LOT -ETC. START UNLOAD FINISH UNLOAD BACw _— H YARD PRKC AMOUNT POUNDS CONCRETE STATE BLEND SPECIALBLEND OIVY - 1 12U10 12050 42070 eY MIXER FINE SUPERfINE FILLER 1 SAND 42020 42030 42060 v �— POUNDS 1 1/2 E E PEA 1!i • MT RUN O 5201 5203 5205 5207 I/E •S G I IC V CIAL LEND O GRAVEL 5202 5204 5206 5208 POUNDS BASE COURSE S/E- I/A 1/4-- SPEC CR. ROCK 62010 62030 1 62050 62080 I DLvr CRUSHED .'TOP CORSE 1 1/4�SIE RR 5/B MIX RK 1 IN-MIX RK. BY ROCK ' U..L20jp_- 62040 62086 62070_ M:XER I TONS EXTRA HAUL 7000I MINIMUM LOAD 10 TONS SAX CEMENT STANDARD BOOOI NYURLY 80002 M'HITE - 60003 1 YACMSi LMd[ MASONwY CONCRETE TOI..NG 80006 80007 CEMENT 8000/ MIX 60005 MIX j I PIECES EXPANSION JOINT 84 / X x 1O, FEET RE BAR $50 �/ CUTS 86000 TIME NE NATCR ADDED SUB TOTAL cuJrtoe.Ews — _ GALS SIGNLTURE X _� TAX oRnER H T O N E W AV RENTON OFFICE cmWWWABac �I- TOTAL WIRBw.E1.PQ.NMJ IMMM_a«MrYMB..wFO/ab pMER« �.'^. ` POwXUR RENTON WN R 7 DELIVERY TICKET w^'�l"B'"e1el°ev N"w"nieA'�"'w E1w_nwe e4ij1gY EQUAL OPPORTUMTY EMPLOYER Mncc ww.....�+r a«r.... .ww.n.«.ar'Mrma wNRw.m..nvr..awp.�p.MN«ww.+v '(1410W 691-3100 XBAODT READIOE .+aar�eurrw««a.m.a ..awW�ww.E /�� Aye HE ►... !1f 4" +3o + 60 * kSl I3 F4` GmV (hA 10450 +75 + 45 + 14 +-454196 +150 + IZO 40 +-740 +200 + 41 +40 +i4o 4 .to + 120 -r y 5 9 + 198 4, 64 - ,�({ `` Y ej u11,� t 150 +34 + c4 ter ;;d, 160 -t 2 s0 + 4Z + 2 0 I43 +39 i ?7'� 45' .+ /,4 4 106, + 700 ,..40 {tiys + YO +32 - 2 415l N E -4 7y H,r-tt n, 6 4*11 - ►Jcd! "A 495 + 520 * 220 + ' 75 + 84 .i 4.40 , 3+ f + S?S 4 IU 4 N + 3� +LBO 4 UU i 1350 + 45G - 5) 93q yo 45, 10 + 70 410 + 24+ 60t 16 +so , 25 Qq6 N• � � 1223 4 T,4 4 t40 fi3S k a + si t 4�4 + 145 .54 + 510 rt 64 + 45,; + 3�j+L4 + 140 + 7,1< 41 +24 tw +1'5 + l1t {- 4 + 9L = (028 $114 - � � qo+ 41 + 14 t16*I2 + 171 -4 0 + SL . 140 t S1 + So -t 60� fI + TF .4 5 4 t L t'4a+ 11 4 43 - 'U S6 c1 (k` ✓ 48 + 26 .4L44ESrt'i- •4 ?'9�44S dgG t• i 2.4I5 + 5939 + 796 t 6018+ 10 6 + 490 19 ,032 2, i15 . CenuAv C one .lutes f`�. }i£ I9.5h1� +9t15 .5 + .424 2.1t1f -t: !--fZ ` X, t J N� yr - f rA. �M 1� At ..o O rr- !. 1 u �w 61 +3 3z 34` rr Saud ,� N• CW 13 t 26 f (a.So � 5'�.S f4 �,/ 1:dwr j 3 t d4 +SS # 6Z �e �Q9 t-46, 87•� t 43.Se r C w 1I-F _ Z.S 4� —Lc j q�� ; 31� 23Z +LSD 1125t. so k s 139 .61 -z7 ej W l�rZ rS�•6 ♦ 23 = 24E•So � .6� c � . aA Yc MEMORANDUM To Dave Tibbot Date 7-29-86 From _ Ron Olsen Subject Grant Construction Change Order N1 _ Received phone call from Richard Grant, and he stated that he would not be able to sign the Change Order until Monday and that the contractor will he starting Monday. His only comment to the Change Order was that somehow or other, we should word in that the sum shall be a Lump Sum, to make sure that the Change Order is limited to this amount. :mf C.U. N 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT W-831 1986 Steel Water Main Replacement CAG 026-86 CONTRACTOR grant Constru_tion Company SUMIARY OF PROPOSED CHANGE l._�9CtESi_quantity and price for item 13 "Remove lawn and restore with sod. " _quantities up to 510_sq`yds. will be paid for @ $28.95/Sq, yd. Quantities over 510 sq. yd. will be paid @ $6.91/sq. yd. Contractor may seed or sod at his discretion. All work shall be done per Section 8-02.3(14)A thru 8-02.30 5). The maintenance period shall be fifteen (15) calendar days and shall commence when initial sod or seed installation is completed. The total quantity of sod or seed shall not exceed 1778 sq. yds.T Puget Sound Landscape & Design, Inc. `i Maintenance.Installation,Design -. Mrnercial M Residential Larry E. Cramer Resdrnt Seattle General Contracts �^ ` (206)878-7057 PUGETSL142JA All work, materials and m?asurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of zonstruction involved. DR GINAI. C(IITT(A T—[-jUARjH—TC0IfR C�-EST It1A FU NET CHANGE ES!-1M EU 6--CON-1 AMOUNT AMOUNT THIS ORDER I TOTAL AFTER CHANGE $145,805.22 $145,805.22 I $9,479.06 ( $155,284.28 SIGNATURES: CONTRACTOR , DATE PROJECT ENGINEER _ 9avid R. Tibbot UATE APPROVED BY c DATE �jPu'b1� NorlCs Ulrector�—�-- - �... '._ 777r- �.�F.. ,/ .e,,,...-- � 5/O :•',y L:;.:, # Z fS .5 •, 1 �/- 7 4,L . i U Z cv;.� PatrickYLeuner Lilin>`1 :1� <� iaf c ti ire. / Landscape Development DESIGN•CONSTRUCTION•MAINTENANCE Eiidg.Suite 4090 15 S.Grady We N�•r:t,•,:.WA 90055•(2061255.5726 Y 4 ` x S4CDo ` 3 ,yam 4C •� - �� SaooiJp n .Ssti' U 1'104 V,. io C IA J .Ty ,._._�..,.. ; s d .TSL�•.1 I PHONE ►+.4►_S„� A.M. • FOR DATE_TIME P.M. M /Lnt-i_Y /1�_ar Y TELEPHONED OF RETURNED PHONE t YOUR GALL eFEecCOE '+ram*' Er*E PLEASE CALL MESSAGE WILL CALL.AGAIN CAME TO SEE YOII__ WANTS TO SEF YOU PHHONE CALL FOR J OATE(��TMAE L` P.M. OF TELF( IONEJ t ~ � / � RETUFNEO PHONE �. �_J YOUR CALL , eiiEe CC1pE NIJ.�BEii EXTFNPL}v PI EASE CALL MESSAGE_ _ _ WILL CALL AGAIN CAME `- _ TO SEE YOU WANTS TO SEE YOU SI(9h;.,; TC;�S �OAti+aUp3 r �WY—RJ2320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 19. 1985 GCCUPATIUN: LANOSCAPE CONSTRUCTION �UCATIV": KING. KITSAP• PIERCE ADD SNOHCMISH COUNTIES . FRINGE BENEFITS rTOTAL HOURLY BENEFITS — LANDSCAPE 3.33 %/HR . STATE LARURFR 2.50 3/HR. FEDERAL TOTAL HOURLY BENEFITS — LANDSCAPE 3.25 $/HR. STATE PLUMBER 2.31 $/HR . FEDERAL TOTAL IIOURLY BENCFITS — LANDSCAPE 3.95 S/HK. STATE EQUIPMENT OPERATOR 2.95 $/HR. FEDERAL TOTAL HOURLY BENEFITS .00 FEDERAL WAGE RATES rOCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE r 379-0030 IRRIGATION AND LANDSCAPE PLUMBERS JO.62 10.62 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT 11. 18 10. 96 OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 8.46 8.66 r r r r r r r rCITY [IF RENTON NE 4111 ST. ROADWAY WIDENING L STREET IHPROVEIdENTS PAGE 21 r 4� •: � ��✓� {IVY V �� - � OF RF o PUBLIC WORKS DEPARTMENT z DESIGN/UTILITY ENGINEERING 235 2631 p + MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 m op, A'Tf0 SEPZ EMO�P BARBARA Y. SHINPOCH MAYOR MEMORANDUM August 1 , 1986 To: Jane Gray From: Abdoul Gafour - Utility Inspector Re: Claim for damages CL-40-86 - Meda Tuttle I have reviewed the subject claim for damages and found it to be fairly accurate. The Contractor for the City ( Grant Construction) has transferred a new water service to the abandoned meter which was mistakenly marked as "operational" by the City's locator Rick Kokku. The service to the active meter was not marked therefore creating a temporary water shut-off for several hours. I have discussed this situation with Jack Crumley, Fie] Superintendent, and he has suggested that the City should pay for the above claim, cc: Jack Crumley Ray Sled Dave Tibbot l� i I OF RE1 THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH. 98055 OBARBARA Y. SHINPOCH. MAYOR • DAN CLEMENTS p FINANCE DIRECTOR 0 235-2558 A099rFD SEP�"o 235-2607 MEMORANDUM TO: Abdoul Gafour, Engineering July 19, 1996 FROM: Jane Gray SUBJECT: Claim for Damages - CL 40-86 - Meda E. Tuttle - Plumbing expenses due to improper water meter hookup (7/15i86) Attached is a copy Of the Claim for Damages form on the referenced file. Please send me . departmental report ,;iving your views on this claim, and I will forwarc it to the City Attorney and our insurance administrator. Thanks, Abdoul. cc: Dick Houghton CLAIM FOR DAMAGES _ City of Renton CITY OF RENTON DWVa Im NOTE: PLEASE READ ENTIRE CLAIM FORM BEFORE FILLING IN. DI aoassomct R.C.W. 35A.31.03 , specifies the requirements claimant has t 11•lw[]�Lli �Tr� claim against the City. NAME OF CLAIMANT: (or Business Nam,e) Last ��—first Middle CLAIMANT RESIDES AT: 2 40 1 N L *Z+ go Phone me Address City and State — CLAIMANT'S said injuries and/or damages occurred on the �,� day of y 1 1 J 19�i, at approximately 1 :. 30 o'clock am / -- — Q DESCRIBE in detail how damage or injury occurred. Give full details, including what defect caused the amage or injury. pr. tt � 1AA had - ru- o f 4e r o k - rt�a�+¢ are b d k es 0-r. r o 4,ctc rnna�l Pk r� 1 + d "4 IDn k Del �. 03 pot the rnR nt r �Ftt l 1f A6J �en�e Y1a c Ud S¢� �prr>°ct wy- rQ Uk0 r do 0:1 ouh_ t c* z J U SJ CC ort- t vnQ. '-h 1 it- L-<-'iu S tu( a,1 cto�cv he v. hQ u -kA'rl)pd ii-- Q 4 i..t y ,i 01 1 ro GL +e 6cuc 4d-tJ � y -WHERE did da age or injury occur? Daseribe Sfulla�neming streets }indicating pTa-eLof accident, i .e. , North, South, East, or West. rA4\p— • eLLkMheKS l *��- WHAT particular ACT or OMISSION on the part of City emplGyees do you claim caused the ury o damage: C1Q (� e►��Y�, • �e�Q .��r-ems .��4� � j� f- �Su r' m L-t r W CAP U d n 0 +- Co YY\.p e++e VO s wd r� WHAT DAMAGE OR INJURIES do you claim resulted? Give fu' l extent of injuries or damage claimed. Give the sum you claim on account of each item of injury or damage. Attach estimate of repair or medical report , if available. Date Item // To Whom Paid Amount "4'U 1M b r A_Gi Ls eo cr�s Pl u rn b;rya s j L21 6 •sS 1u _ $ Wad pt CC Nek h_aS not b2`6-'rL $ TOTAL amount of damages claimed: GIVEN at King County, Washington, this day of 19� 1 heicuy aeclare that the foregoing statements and information re Zand correct to the best of my knowledge and belief. t SUBSCRIBED AND SdORN to before me this �jg ' 'i day of NA 1 0 i IX 19 in or a tate o as ington, residing at No action can be maintained against the City for any claims for damages until the same has been presented to the Council and at least 60 days have elapsed after such presentation. • f r��l >,ma7r�x1n12�(�� llr t George's Plumbing 6 Heating e 'P.O. BOx 68159 JOB INVOICE 14607 Pac. Hwy. So. Seattle.WA 98168 N2 7049 (206)244-5678 244.5708 - p.. • nle.[ ° D l O SAT.ela °f O m.TY[T p[STY f DV.MT MYG.rIT•DM O. Y.TIIrYI V![p PRICA ♦YDVMT In 7 ------------ A • 0r1 AYVVF MECHANICS TOTAL ® MATERIALS HELPERS —� MAL Lum +Y[+.lf KM0.1ph Ilre Y4MMpy TOTAL LABOR epl.Mllrw+M IM[!Dw NKppYy.prY °IYI.4TV.( DITI CO.R[t � TOTAL WmM-Gr.e+orY.Capv C.,Pm,�O+oc+Caor 1^� .aR�.. �i�'"x;4y 7,k..r x..: :�T..+M:r.T..=.-..f."sw`4$.^*!M^^.�wK h .. .. , xi::n :•gr•. �` �nlr f v d�✓�42% r NOTICE OF NEW FIRE HYDRANT IN-SERVICE ' NAME OF DEVELOPMENT 1RE51Dtr4 IARK USM£RNA,v Vf f(Aa m(m 611 ?005fef ADDRESS NE "�" 7� N £ S" `>1 , �jv'th Ave NE 6Abl em t-1solo( NE 4 cxlwft Nf.. INSTALU/TION CONTRACTOR pp C1fZRN1( (6N SCR ��14w1 WATER PRO,'ECT NO. NUMBER OF HYDRANTS B- rew h �an11 . r �IAP eJ HYDRANT LOCATIONS 1SEE BA(K S1R4 ) (FOR FIRE DEPT. USE ONLY) HYDRANT NO. I,SIN two 4 bf � St IIj 2.NV (060tr -W µ S1 G tc r a 4- N E 3,trf Tara �Nf �� S1 �c�tt N.c trE 4.WF (hw N �r O ACOd Ax NE 5,N( Ngv( NF f x��a.w lht N� ►i6th PVA. Non-<< i 66%w 7•law fftary Ct F n o 4 &VIC&O pr iNSPECTOR /(4draZ Fro �. s N �+.- i N.E. Mo R NE AVE. ,. t L vo zfj jig - d q AVE.ME -N)` 4i1. P ! .ttlam rLiF kN 0.L'KI� ! ,•�'. , •/4. ,� .en1N y (3y W n Yam+ ICI' nw Qk�hy •" __ N 111.C' _ _ �MY__ "Qi ��':� - r4=.f ,QUEEN ANNE � Y N --- - - �, r '` ,:' i _ �, � � ,� �F �� ', �� • � , STATE Of WASHING, DSHS t}qJ IR1211 I�+�a > _--_y -^• STATE OF NASNINw ON USHS i 11 V J{R1a11 / ( f `j DEPARTMENT OF SOCIAL AND HEALTM SERVICEaJ 1 t1� DF.PA�TMENT OF SOCIAL AND HEALTH SERVICES J WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION. READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be•,•ji,-,w SAMPLE COLLECTION-. RTAD INSTRUCTIONS ON BACK OF GOLDENROD COPY If instrucf.Df s a a not followed,sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME M`yNTH !1A YEA* '3 - DATE COLLECTFD TIME COLLECTED COUNTY NAME v �) 8 6 ❑ AM © PM i TH flAr YEAR �t q TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE:Kl 3� luG _ `� TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: "70I D I.D. No. Q G LL CtAEs ] WPDBLIC pttea3 ! ❑ INDIVIDUAI S J 0 L 12 S A E- I.D. NO. I 0 t ; S A /v+e exr l..w•.zx ❑ INDIVIDUAL NAME OF SYSTEM -dar t ms.nce NAME OF S`lSTEM ./I1Y Of RE1+5nw- )n�Ff EfA6l be?T EM SPECNiC LOCATION WHEW SAMPLE COLLECTED SYSTEM OWE WMBI.WJK AND TBFPIONE NO ! nr.ancem w e scrod.rw xaw�.leinC SPECIFIC (X:AiION WHERE SAMPI COLLECTE SYSTEM QMIER/AGP "*E OIELDLp1E ND U1- $31- Nbdlan� ¢Str.�►o3 /�f1{nc 1{AICK "° ,wm.lanMR It V� 831 - N is It1� a M'/ NF 7 S1- ) 5 �' N E �I`SI DY Lt SAMPLE COLLECTED SC INamat 1 SAMPLE COLLECTED BY:Memel l,tL` _Aa�«LL U��LIIy INSPKRnYV AbdR.C. Cyr Ln/-�I'YL� 'AI - SOURCE TYPE SOURCE TYPE . '�"'Y'� ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED. COMBINATION OMBINATION or OTHER ❑ SURFACE ❑ WELL ❑SPRING ❑ PURCHASED OTHER /SEND RFPQ.RT�TO:�IPdm Fun Name.Address ane ZIP r}adel V SENQ REPORT TO•E:IvrHn Full Name, a aM Zq CauN 61aA-S4sQy` ,� Ili �n4r �p- C 1�L Dl �i =6 (1 .�.. FM anT\rn- AJ1r* FtL'uneCw- 11Q.4T•wASH GTov ' U5 "�?�AroyT Alln RL e , lln A'"wasHlNaroN F�� TYPE OF SAMPLE �. Knee.o+>.ry,n mro ce:umm � TYPE OF SAMPLE KM[.wxr os m tm.cdomx Free 1. ❑ Check treatment Chlorinaletl lResltluaC_Total__ I check treatment+-► ❑ FIlfR/ed T. ❑ DRINKING WATER ❑ Chlorineled(Residwl:—Total_Free) ❑ Untreated or Other check treatment—Jt ❑ Filtered t ❑ Untn.Hed or Omer Z. ❑ RAW SOURCE WATER 2. El RAW SOURCE WATER 3. NEW CONSTRUCTION orJOGPIMHS 3. tA NEW CONSTRUCTIONa-REFS 4, 4, OTHER(Specify) OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMr4E COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I All ND_ PREVIOUS All NO PREVIOUS SAMPLE COLLECTION GATE PREVIOUS SAMPLE COLLECTION DATE REMAF;KS: 41 It }- REMARKS: ` aW W. G tl &l tr - L ORATORY RESULTS(FOR LAS USE ONLY) ORATORY RESULTS LFOR LAB Use ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: MPN COUFORM STD PLATE COUNT I SAMPLE NOT TESTED -.05ew '.. Iml (�21 /r BECAUSE: ❑ 5100"E�•�m MPN DILUTION TEST UNSUITABLE sample T p oo OId MPN DILUTION TEST UNSUITAULE ❑ Sample Too Old /1DD ml 1• ❑ Confluent Growth ❑ Not In Proper Contame, ' I Mr COLIFORM �-1 m, T. ❑ Confluent Growth ❑ Not In Proper Container 1 2. u TNTC. ❑ Inaulticienl Inlormetion ME COLIFORM /tDp ft ProYidW-Please Read 2. ❑ TNTC ❑ Insulliciant Information Instrucbona on Form �OV ml Plovided-Please Read FECAL COLIFORM3. ❑ Excess Debris Instructions on Form F.'--CAL COUFORM 3. ❑ Excess Debris❑ MPN Qnit M� 4_ ❑ ❑ - j ❑ MPN ❑ ME 4. ❑ ❑ I /tIp m1 FOR DRHgKING WATER SAMPLES ONLY,THESE RESULTS ARE: I FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: [JAATISFACTORY ❑ UNSATISFACTORY •S'SATISFACTORY ❑ UNSATISFACTORY SEE REVERS:SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVEKC S,•-E OF GREEN COPY FDA EXPLANATION OF RESULTS tAa NO. DATE,TIME RECEIVED- LAB NO. DATE,TIME RECEIVED- RECEIVLD 9Y 10-10-35- 1 ...IC REFMttO TMY: e MJ`t DATE REPORTED LABORATORY: At" / ; WATER SUPPLIER COPY m. I WATER SUPPLIER COPY e, I ,` `. OSHJ 11173(RI Oil STATE OF WAS Q.) IN V DEPARTMENT OF SOCIAL AND HenLIH SERVICE WATER BACTERIOLOGICAL ANALYSIS SAMPLE COtLECTION-. RLAD INSTRUCTIONS ON BACK OF GOLDENRDO COPY It Instructions are not tollowW,sample will be rejected, DATE COLLECTED TIME"OL.LECTED COUNTY NAME MONTH DAY YEAR A 6 �6 RG ❑ AM a �+ Ktl►G TYPE OF SYSTEM IF PUBLIC SYSTEM,COMKETE: PUDLIC I.C. No. '7 p c IRCU ;ASS ❑ INDIVIDUAL 0 O L 12 3 A Irwn[wMY 1 rXH.MAI I �- I NAMEOFSYSTEM i SPECIFIC t T NOL AtGEt� SPECIE If.E AT WHERE SAMPIE COLLEI.]SYSTEM ORTFA/MSR NAME MO IFIERIDNE fO Iro Yn<1[n yD�[Clasp.IX[IAnm.lq,nlwq w ss�- �bat4,�- � � 1�nt �►rr SAMPLE COLLECTED BY:(MOM)+, 1 uUit . (AfdN /ILll. 1A_I� olyl INCCF['teYt SDI.RCE TYPE ❑SURFACE ❑WEI.L ❑ SPRING ❑ PURCHASED 1 OMSTHERINATION O SSEEN�D1 R,ELPgf TO:IPnnI FyD N m ocre.e didZIo Code -- -�jV rnrlJ / 1❑`D 1-.( a �( it1YWA$NINO� T�pTI�13a<b t TYPE Ot$AMDLE I�Mt1 enll m[n IIX[Ximnl 1. ❑ Dr'NKINGWATER ❑ ChloUnatad(Reeldud:_To1e1—_FreA [ NNCN Ireetrrlenl--a. F.JM,ed ❑ untreated or Other 2. ❑ RAW SOURCE WATER 3.M NEW CONSTRUCTION or Bf.�C 4. OTHER(Specify) COMPLETE IF THIS SAMPLE 1�,A CHECK SAMPLE PREVIOUS I As NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: 6 ABORATO Y RESULTS LAD USE ONLY) MM/PN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED /, BECAUSE: LAPIN DILUTION TEST UNSUITABLE LJ Semple Too Old /'OD IT' t. ❑ Confluent Gruwth ❑ Not in Proper Container MF COLIFORM 2. ❑ TNTC 0 Ins.,ded— (,N,,Et ,d �OOm r,"l.rlded—Plee9e P,eee— FECAL COLIFOR 3. ❑ Excess Debris atructione on Form ❑ MPN ❑ MF 4 ❑ 4 100 MI FOR DRI('IKING WATER SAMPLES ONLY,THESE RESULTS ARE. ATISFAOTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION CF RESUETS I "a NO. DATE.TIME RECEIVED- RECEIVED DY I DATE REPORTED LAeORATORY: -A n— WATER SUPPLIER COPY !e I N T E R O F F I C F M E N 0 TO: ,ss\�\Jy ::ITtSY�Iro DATE 1JarR 1 � 9hd 'r FROM: SUBJECT: c -st,fC _ I�'T, Jr" ..0'f'41Y10�5 /,401 l�LOr G �tiS /}aa5c M l ps Tp/ ;wt f`+�% ';� f OCA04 le C4 Ce lf WAJ ,' {�Qfi,(c�.u,4r1L✓,� ! N ;%i�y _1n.A. l"Q� �ti �+.� MCA 5'G'nlo,t-a.J W'O1J�'S ✓ -Aa �rr�e 0. J ;sr 1Y&6 7k Yam , TARGET SUAVEYC INC. Suite 13 Rowley Center Building LE1r1JL6DB U W !IW is 1275 12th Ave. N.W. Issaquah, WA QW27 D•T[ r lW MO 206) 392 .TT(,4TDM TO atlev GENTLEMEN: WE ARE SENDIN3 YOU ❑ Attached i::' Under separate cover via _the following items: O Shop drawings ❑ Prints ❑ Plans C Samples ❑ Specifications ❑ Copy of letter El Change order 0— COMES O, NO. Pts"IlfrON � 2 to Ce, / < Al r THESE ARE TRANSMITTED as checked below: ❑For review O No exceptions taken ❑Resubmit .00ies for review ,C36:or your use ❑Exceptions as noted IJ Submit espies for distribution As requested O Returned for corrections O Return correctel prints ❑For review and commentLL ❑ REMARKS 17#+' t• • �'r) ! Ice "ic'C - t� A �, �r .0 >• r [. �a� !✓ , lC l.. it 5 �..� 1 R / �.r [r_ _ ! c �—� -- t1 �< Q COPY ro SIGNED: L1e 4E., . i/•, is•.m �n nM n+mrM aroDuy nEtMy"w__—rir- � `—�7�`'_`•' \ OF R� 1 �t o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 % fo 0 9ArEO SEPt E�O�P BARBARA Y. SHINPOCH June 6, 1986 MAYOR Grant Construction Co 12901 - 172 SE Renton WA 98056 Subject; CAG 026-86 W-831 Queen Avenue NE rrom NE 6th Street to NE 8th Street Dear Gentlemen: Prior to preparation of progress estimates I need you- list of pr^pcsed sub-contractors and your intent to pay prevailing wages. Very truly yours, David R. Tibbot Project Engineer :jw Puget Sound Landscape Dksign Inc. & S. 207th Seattle, Washington 98198 (206) 878.7057 STATE.CON'EN.NEG NO PWEf A421n June 2, 19Bb City of Renton c/o David Tibbot Engineering Department Municipal Building 200 Mill Ave. S. Renton, WA 98055 Dear Mr. Tibbot: Our landscape bid for N.E. 7th Street, N.E. 8ta Street and Queen Ave. N.E. , City of Renton is as follows: 1. To install sod to areas excavated by underground utility contractor. 2. To apply top soil where needed. Cost: .64c per square foot, not including state sales tax. Ii you have any questions regarding the aboN please call me t the above telephone number. Very truly you Ir., '.arry E. Cram President „Rage[ >ound=Landscape 6 De-ign, Inc. LEC/jh ° y `f Quality in Service a Excellence in Reliability _� Puget Sound Landscape & Design, Inc. 106 S. 207th Seattle, Washington 48198 • City of Renton c/o David Tibbor_ 6:rcn1 Conualt l NAMMOND,COLLIER&WADE - L ASSOCIATES, INC. ENGINEERS � CONSULTING ENGINEERSERS f 4010 Stone Way North Santa,Washington 88103 I2081-832-2884 .."L' c•TTIMTIOM O G (,A rnJ 1 TO L�2ANT L f ti ; II- VC.`r/0dki .a 7f/. Sr WATE2 GENTLEMEN: WE ARE SENDING YOU .Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ specifications ❑ Co`v of letter ❑ Change order 1>'C C V T $H E COPIES DATE NO. CESCArPTION Exy M ` _ r to S G THESE ARE TRANSMITTED as checked below: ❑For review ❑No exceptions taken ❑Resubmit__copies for review {( �For your use ❑Exceptions as noted ❑Submit copies for distribution ` .SC s requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment O REMARKS--_ COPY TO SIGNED: _ 11 enclosuies ... not .. noted, ■,ndfr no%tr us at n.:a. —_ I' M HAMMOND, COLLIE. 8 WADE - LIVINGSTONE .SSOCIATES, INC. GRADE SHEET Jot No. 7-5 a Z9 8C, GATE: PROJECT: I�aes�dcNTs F^ikv, Wp-r,, MAirJ CAM M t-A&K DESCRIPTION: NG 771` Sr o-+vv Tc, 3-+ SO CRECRED By: MC:K TG1 of D. I. KrtV-mI, ;:g O FINISH GRADE ❑ SUN GRADE )(OTHER wmmp- N+ab.1 F.S. NO. 494• P 33 ELEVATION STATION OFFSET EXISTING DESIGN % CUT FILL DESCRIPTION O + L t APPgcu .oc. crN++E�.i 3'14 -_ 314 - rc Ex,sc 10 cr b * 5G �� 381 —' 3-1 v7 Top 8" Dup r Q 0 If Q -7 i I.:1 SO i� 38Y� 3F,3°—j w 5 2 + C)0 Z 4fe3 i� * 3s5= 3 +oa 385 w 4 21 -- .� 3+ Z7°6 �• 389 38 �? a °= �� r- SNEETj—OF-L OF I? 7 ° PUBLIC WORKS DEPARTMENT i Di' GN/UTILITY ENGINEERING 0 235-2631 0 MUN! 'AL BUILDING 200 MILL AVE.SO. RENTON.WASH. 98055 9% m 0 g9TED SEPIE��P BARBARA Y. SHINr JCH MAYOR May 23, 1986 Grant Construction Company 12901 - 172nd S.E. Renton, Washington 98056 SUBJECT: W-831 - 1986 Steel Watermain Replacement in Presidents Park Gentlemen: This letter is your notice to proceed and start the Count of Working Days as of Tuesday, ;lay 27, 1986. Very truly yours, David R. Tibbot, Project Engineer :mf INTEROFFICE CORRESPONDENCE Date May 22, 1986 Public Works Department - Design Engineering T04 Dave Tibbot, Project Engineer FROM: Maxine E. Motor, City Clerk SUBJECT: CAG 026-86 - GRANT CONSTFUCTION - 1986 Steel Water Main Replacement in Presidents Park - W-831 M",Y ---------------------------------- -------------------------------• ----------- aWe return herewith fully executed document(s) , as ebove- A captioned, copy of which we have retained for our official public records. Copies should be forwarded to and the other for your file. Pu..,uant to your memo of we return herewith document(s) , as above-captioned, which have been signed by City Officials and need to be forwarded for further execution by We return herewith recorded dociment(s) , as above-captioned, El copy of which we have retained for our official public records. Copies should be forwarded to appropriate parties and retained as necessary for your files. Ptaase file a fully executed copy with the City Clerk's office :or oar permanent records when received. Thank you. MEM;dV gn CC.* Enclosures (4) i pity or Renton Ln.gineering Department 235-2631 PRECONST:JJON CONFERENCE DATE: Thursday, Mey 22, 1986 TIME: 2:30 P.M. PLACE: lst Floor Conference Room DEVELOPER / CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT Name: Grant Construction Co. Phone: Project: Steel Watermain Replacement in Presidents Park Proj. N: W-8 NAME OF APPOINTED INSPECTOR Abdoul Gafour Please ch. :k departments to be notif4ea and specify person to attend. _x Design/Utility Eng. _ X `ire Dept. Y. Poli:e Dept. _ A Street X Traffi X Sewer . . nce _x Water Shop Park Dept. Building Dept. — -- Other Outside Depts. -- Department of Transportation X Pacific N.W. Bell Company X Puget Soind Power 8 Light Company X Grouo W Cable TV Company X Washington Natural Gas Company Other W 831 Queen Ave N.E. 1� r t ��- --,. �, :�, .r �r 6 PRFCONSTRUCTION CONFERENCE PROJECT: I5 &6 SMa(- LdkTEtZ 2riPGAu£. DATE: .S- 2 2 ADDRESSAOCATION: (�y-a a 7- Pry 2 tz PROJECT N PERMIT i WORK ORDER 8 THOSE IN ATTENDANCE NAME COMPANY PHONE D " ell23f-aGsi Ap8'AOU4 �hFOUR �CEeYtarl • �1J�f't c� _ Z35.1c3� Ikk\A 1� L E t� llni wiJ rE.P zo r4D �1 �Yldcr�iSn. -- �ew. l� lJ..nr _ S3 5"•o1G � 4-C prin - Clow 14 _sj cd\g!,ct 4A*- 46 *44 rn jp V4&f OF PUBLIC WOR ;S DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 Q rn MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.9PO55 0 PN oq�TEo SEPSE016 BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: May 20, 1986 TO: Maxine Motor, City Clerk FROH: David R. Tibbot, Project Engineer SUBJECT: 1986 Steel Watermain Replacement in Presidents Park - W-831 Attached for signatures are five copies of the above referenced contracts, which have been signed by the contractor. The City Attorney's letter of approval is also attached. :mf Attachments OF RF+ U� �y o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 Z 11L i MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 O � 90 PQ. O,ggrEO SEPT E04� BARBARA Y. SHINPOCL4 August 20, 1986 MAYOR Grant Construction Company 12901 - 172nd S.E. Renton WA 98056 Subject: President Park Water W-831 Gentlemen: I cannot process current and upcoming progress payments until I review certified "Intents to Pay Preva: ,ing Wages" from the sub-contractor you used to do concrete and asphalt pavement patching and landscape restoration. Very truly yours, David R. Tibbot Project Engineer :ckd cc: Accounts Payable ,, �li� lZf. j u OFFICE OF THE CITY ATTORNEY • RENTON, WASHINGTON POST OFFICE BOY 626 100 S 2nd STREET • RENTON. WASHINGTON 98057 255-0676 p $ LAWRENCE 1. WARREN, CITY ATTORNEY DANIEL KELLOGG, ASSISTANT CITY ATTORNEY '9q DAVID M. DEAN, ASSISTANT CITY ATTORNEY O �P 9�TE0 SEPZE�'9 MARK E. BARBER, ASSISTANT CITY ATTORNEY ZANETTA L. FONTES, ASSISTANT CITY ATTORNEY May 19 , 1986 MARTHA A. FRENCH,ASSISTANT CITY ATTORNEY TO: David Tibbot, Project Engineer FROM: Lawrence J. Warren, City Attorney RE: W-831 - 1986 Steel Watermain Replacement Dear Dave: I have reviewed the above captioned contract and it is approved as to legal form. Lawrence J. Warren I.JW:nd Encl. cc: Mayor I ICI I . OF R4. PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 n p MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WAS H.98055 P$%,TFD SEPI-'O''e"i � BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: May 16, 19B6 TO: Larry Warren, City Attorney FROM: David Tibbot, Project Engineer SUBJECT: M-831 - 1986 Steel Water-main Replacement Attached please find a copy of the contract for the above subject project which has been executed by Grant Construction Co. Would you please review and advise as to legal form as we would like to start this job as soon as possible. :mf Attachment � OF kE�T u �y 0 THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 z r&L BARBARA Y. SHINPOCH. MAYOR • MAXINE E.MOTOR. 009 e. CITY CLERK • (206) 235-2501 P O,grEO SEPS E�b� May 16, 1986 Mr. Richard L. Alia R. L. Alia Company 9215 M. L. King Way S. Seattle, WA 98118 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Alia: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co., in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Mar n J. Petersen Deputy City Clerk cc: Project Engineer OF THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.9W55 JL BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, CITY CLERK • (206> 235-2501 O""T D SEP111016P May 16, 1986 Mr. Frank Coluccio Coluccio Construction Co. 9600 M. L. King Way S. Seattle, WA 98118 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Coluccio: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer OF RFC =»y THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON.WASH. 98055 pBARBARA Y. SHIN?OCH, MAYOR • MAxINE E.MOTOR, 9% (0 CITY CLERK 0 (206) 235-2501 O,9gTF0 SEPTE*1'00. May 16, 1986 Mr. Daniel E. Buno Debcc Construction P.O. Box 1293 Bothell, WA 98041 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Buno; At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145, 805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON 14 enJ'ttersen Deputy City Clerk cc: Project Engineer OF RFC J � THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON,WASH. 98056 o j> BARBARA Y. SHINPOCH, MAYOR • MANINE E.MOTOR. �00 pb CITY CLERK (206) 235-2501 94rFO SEPS EM'8E May 16, 1986 Mr, Delmonte Miller Delmar Construction 15624 7th Avenue East Tacoma, WA 98445 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Miller: „t its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Mar(ly"n J . Petersen Deputy City Clerk cc: Project Engineer OF RE o THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON,WASH. 98055 nll $ BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, 09 CITY CLERK • (206) 235-2501 P 091 rFD SEP'to'6 May 16, 198C Mr. Jeffery Kennedy Everqreen Utility Contractors, Inc, P.O. Box 68b Wodoinville, WA 98072 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Kennedy : At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY Of RENTUN M4r yn J. Petersen Deputy City Clerk cc: Project Engineer OF RED o THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL. AVE. SO, RENTON,WASH. 98055 z wAL g BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, n09 QD, CITY CLERK • (206) 235-2501 P 099TfU May 16, 19B6 Ms. Sharon M. Holt King Construction 4734 SW 312th Place Federal Way, WA 98003 Re: Bid Award for 1986 Steel Watermain Replacement in Pre'ident Park (W-831) Dear Ms. Holt: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank yoo for your interest and your bid. Sincerely, CITY OF RENTON MD i n J. Petersen D uty City Clerk cc: Project Engineer OF RE ." ° THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 BARBARA Y. SHINPOCH, MAYOR MAXINE E.MDTOR, 9 %94 P CITY CLERK (206) 235-2501 rEa SEPle0o May 16, 1986 Mr, Gary Merlino Gary Merlino Construction Co. 9125 loth Avenue South Seattle, WA 98108 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Merlino: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid subm;tted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON i Ma n J. Petersen Deputy City Clerk cc: Project Engineer Al THE CITY OF RENTON MUNICIFAL BUILDING 200 MILL AVE. SO. RENTON. WASH. 98055 o > BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, 9 � 'p N CITY CLERK 0 (206) 235-2501 99TFD SEP�EMO� May 16, 1986 Mr Frank G. Pitardi Pitardi Construction, Inc. 12218 51st Place South Seattle, WA 98178 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Pitardi: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON MaMyn J. Petersen Deputy City Clerk cc: Project Engineer a- U�' RFC z THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO RENTON, WASH. 98065 BARBARA Y. SHINPOCH. MAYOR 1 MAXINE E MOTOR. 9 `O CITY CLERK • (206) 235-2501 $9,rE0 SEPSE�OFP May 16, 1986 Mr. Bert Robison Bert Robison Contr. E Associates P.O. Box 5007 Kent, WA 98064 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W-831) Dear Mr. Robison: At its regular meeting of May 12, 1:)86, the Renton City Council accepted the overall low bid submitted by Grant Construction Co. , in the amount of $145,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON yly Petersen Deputy City Clerk CL: Project Engineer OF RE,� y � « z THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 10 BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, p" ° CITY CLERK ♦ (206) 235-2501 0,9gTfD SEPt May 16, 1986 Mr. Fred W. Jones S E W Constructior,, Inc. 9416 Front Street South Tacoma, WA 98409 Re: Bid Award for 1986 Steel Watermain Replacement in President Park (W -831) Dear Mr. Jones: At its regular meeting of May 12, 1986, the Renton City Council accepted the overall low bid submitted by Grant Construction Co., in the amount of $14S,805.22. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Lf My Petersen Deputy City Clerk cc: Project Engineer 1 UTILITIES C"ITTEE COIMITTEE RE°ART MAY 12, 1986 W-831 1986 Steel Watermain Replacement - Presidents Park (Referred: 5/12/86) The Utilities Committee concurs in the recommendation of the Public Works Department to accept the low bid of Grant Construction Co. , in the amount of $145,805.22. The Committee also recommends that the Mayor and City Clerk be authorized to execute the contract documents: I rl C1lymer, Chai n �- ohn Reed, Vice-Chairman d StrediCke, Member PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR Ox MUNICIPAL BUILDING 200 MIL' AVE.SO. RENTON,WASH.9B066 Pq 206 235.2569 0,9�r�0 SE PSEV�P BARBARA Y. HINPOCH MAYOR May 9, 198G Earl C'.ymer, Chairman Members of the Utilities Committee Subject: W-831 1986 Stevl Watermain Replacement - Presidents Park Dear Committee Members: The bid opening for the subject project was held on May 7, 1986. A tabulation of the bids received is attached hereto. The project is budgeted for $156,000 in the 1986 Water & Sewer Construction Fund. It is recommended that the low bid, submitted by Grant Construction Co. , in the amount of $145,805.22 be accepted and the contract for the subject project be awarded to said contractor, Very truly yours, Richard C. Houghton Public Works Director AMH:mf Attachments OF 1?t ° PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235.2631 AL n0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 % 4. 0,91 rE0 SEPSEo•9FP BARBARA Y. SHINPOCH MAYOR May 15, 1986 GRANT CONSTRUCTION CO. 12901 - 172nd Avenue S.E. Renton, Washington 98056 Attention: Richard Grant Subject: 1986 Steel Watermain Replacement in Presidents Park Water Project IW-831 Dear Mr. Grant: At its regular meeting of May 12, 1936, the Renton City Council accepted your overall low bid on the above referenced project in the amount of $145,805.22. To enable preparation of the contract documents, please submit the following: 1. A list of name, address, phone number and emergency phone number for: Responsible Officer, 3ub Foreman, Bonding Agent. 2. Corporation letter or Resolution giving names of those authorized to sign contract and samples of their signatures. 3. Photo copy of current Renton Business License. 5. *Five contract bonds on Renton forms, UNDATED, date to be filled in when signed by the Mayor. 6. *Five signed contracts also UNDATED. Very truly yours, David R. Tibbot Project Engineer :Rif Enclosures* loft CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of 19 by and between THE CITY OF RENTON. Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Grant Construction Co. , hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 60 _ working days from date of com^encement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be perfcnned, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. u_n31 for improvement by construction and installation of: 1Q86 5t ems- Watermain Replacement in Presidents Park All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines , tools, equipment and services shall be furnished 2of7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev 4/83 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may :hen serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any prr •ision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the Sul shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or Other damages occasioned the City thereby. such event, the City, if it so elects, may, without liability for so do;ng, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatioes and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to r operty arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This tald harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically , ,�ovided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall pry-a-d and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to paj all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such Contracts Other Than Federal-Aid FHWA 5 of 7 notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 60 working days from the date of commencement. For each and every wcrkin;• day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of Two Hundred Ten Dollars and No/lOO ($210.00) (Sec. 1-08.9), as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the periud of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be 6 of 7 Contracts Other Than Federal-Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractur shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bend to be in the full amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in L State of Washington. 11 ) The total amount of this Contract is the sur of -Qne Hundred Forty-five ($145,805.22) Thousand, Eight Hundred Five and 22/100------ , which includes Washington State Sales Tax. Payments will be made to Contractor as specified in khe "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON Richard E. Grant resident Partner7Owner Mayor ATTEST: ecretary City Clerk d/b/a GRANT CONSTRUCTION CO. rrm Name Individual X Partnership Corporation A Corporation State o Incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy- of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INUIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersi ed as principal , and corporation or and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of S _ for the payment of which sum on demand we bind our- selves r su and oucces_sors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the ,tz;tutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at Washington, this day of 19 Nevertheless, the conditions of the above obligation are such that : WHEREAS, under aid pursuant to Ordinance (or Resolution) No. 2?95 providing for which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS , the said principal has accepted, or is about to accept , the said contract , and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence oi, the part of said principal , or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- tract or from defects appear% ng or developing in the material or workmanship provided or performed under said contract within a pe•iod of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. Revised: 8/16/83 ` VALLEY NCIASPAPLRS P.O. BOX 130 , . • KENTB WASHINGTON 98032-0130 W � -� PHONE (205)872-6600 i . RENTChe CITY OF E LE- �ln/,ee Tea. P.ENTON CITY HALL .00. I ..4/ 5186 PENTON WA 98055 50640 J a DEIACN L RETURN 71,15 FOT.T+GN V;!Tn FAI'MEN' � w. 1 •wry `•. / ^� t .yn ...- r.+•,tLa ,>..,•.. � {^ t IW''.I it I` � t�l$, • i wF � lti i i i..{!fv t . 3/24/86 BALANCE FORWARD 3,477.22 I 4/10/66 'PAYMENT i I ' i 20.79 CR 4/10/66 PAYMENT i E 28002.66 CR 4/24/86 PAYMENT I 1 I I 18413.27 CR 4/24/86 PAYMENT 648.55 CR �� LEGAL AOV. CHARGES td/28186 R1478 I I 4.25 I e 1 25.25 1 ; I v372E•/Bb R1479 6.00 1 i i 73,98 4f004/86 F 1486 I 3.00 I 17.82 1 W11166 R1499 2.50 I i I ;4.65 I ' ty4711/86 P.2503 I 1 T.25 43.06 y4711/E6 R1504 j 3. 75 259.87 &WILE186 R1513 1 1 3.50 20-T9 ;L41i8/8E Rim I 9.00 53.46 t t.4</28/66 R1511 1 62.00 368.28 G6'. bYr20/bb F. 1520 rA l ( 3.15 I 19.3311 . �.4I20/66 R 1526 2.75 16.34 6,4125/66 R15?3 a4`125/8o R1532 + i 6.25 , I 37.13 e �f)r'LS/86 R1534 I 79.00 469.26 CHARTER 16, LAWS OF 1965 CITY OF ' RENTON CERTIFICATION I, THEUNDERSICINED DO HEREBY CIRWY UNDER PENALTY OF PIR;u[,Y• 1HAT 1HE MATERIALS HAVE BEEN WQNQHED;1HE SIRV{ES REND'.RED CM THE LABOR PERfORMED AS DESCRIBfD I HI REnI.AND IHrT THE CLAIM IS A JUST. DUE ANJ UNPAID OBLIaA1tON AgAINST 114E CITY OF RENTON, AND THAT I I I 4 AM AIUIHORIZED 10 AUTHENTICATE AND CERTIFY TO ISAIO CINA, IGN f I I .� S JI` VALLEY NEWSPAPERS ' �251. 50 1086934 P C. EOX 130 - KEKI , WA. 98032-0057 .QU I .00 i .QO PAST DUE BALANCE ► .00 FROM PREVIOUS MONTHS PLEASE SHOW ACCOUNT NUMBER ON CHECK I g63gCM3oNo2.1° 30. d g M, m mm id F$ N AFFIDAVIT OF PUBLICATION d $= gmage �f � � o sngm 'E0 -0- Cr mY m3N �o�ntm� � n�-4 n _ nudrey lle�loie_ being first duly sworn on oath states that ° a "� - go o «" gM z he/she is the Chief Clerk of the 1_ s+m w¢ r 6 @- O Ong ' � a y,. dsS 3 O< o ^ � A mg aE 2a ��c o ro VALLEY NEWSPAPERS IRH 0 :�0_ R 4`d3R = o331i� 33 'b' Daily News Journal, Daily Record Chronicle, Daily Globe News _ 5 ^ ggm 3F Daily newspapers published six(b)times a week.That said newspapers 3 are legal newspapers and are now and have been for more than six d o n u - 0 8 n the Enmonths rtor to lish languagee te of contin ually oas dailrenews anted and published . A i i 8-$ .8$N a ' S'Rat .b BY y p pers in Kent, King " U o: m n m > C County, Washington. Valley Newspapers have been approved as legal 3 l o d 8 d o s s" 3 ° 8 a�.I v newspapers by orderof the Superior Court of the State of Washington for o" 0 4 ° F F t 3 S 8 Y g � n King County. m " g� m a o y 3 " . Z The notice in the exact form attached,was published in the Daily News m m a u :d �g gs Ig m Journal__ _, Daily Record Chronicle-.a_, Daily Globe News. (and p a " �� " 3 g 3 ; o"g 49 not in supplement form) which was regularly distributed to its ' subscribers during the below stated period. The annexed notice a d 3 3^' l' r' $ 8: It a Q call Vor Lius waspublished 9v 4 n0m "LoSnood ' _c >44y1 <� 3-_3 on A l i , .�ii6 _l:j:]i1�/ ap'o ° ? B a 3 a 4 a '� > 1 o od ^ a8 " m ,j c 5 � , ar Cr The full amount of the fee charged for said foregoing publication is the e sum of$( 6. Sll D�mjd 34 ? F'-3nc 0 Z d 8 ro n o° o ° mNgo3� 0 Qpp ?_6 tl� s 9&24 � iaso'ai �Yd Subscribed and sworn to before me this day of�i 119 bb , 7 � a. re Notary Public ate o�f�C Washington, residing at Federal Way, King County, Washington. VN ql R�.yN 00� BID TABULAT 1ON SHEET PRO J EC T ' 1986 Steel Water Main Replacements in Presidents Park DATE - May 7, 1986 PSIDDER BID R. L. ALIA COMPANY 9215 M. L. King Way S. Seattle, WA 98118 COLUCCIO CONSTRUCTION CO. 9600 M. L. King Way S. Seattle, WA 98118 DEBCO CONSTRUCTION ' t FrIZ. OL P.O. Box 1293 Bothell , WA 96041 DELMAR CONSTRUCTION 153 306 . 92- 15624 7th Avenue East Tacoma, WA 98445 EVERGREEN UTILITY CONT. INC. ( (2c, (q L ? P.O. Box 686 Woodinville, WA 98072 GRANT CONSTRUCTION j S --sziZI 12901 1 2nd SE Renton WA 98056 E31D TABULATION SHEET PRO J EC T • 1986 Steel Water Main Replacement in Presidents Park DATE • May 7, 1986 PAGE TWO BIDDER nn BID KING CONSTRUCTION 7 4 4 3 S G 3 4734 SW 312th Place Federal Way, WA 98003 GARY MEREINO CONST. CO. I (¢ .7 9125 loth Avenue South Seattle, WA 98108 PiTARDI CONSTRUCTION, INC. 17g 9�77. 4ce 12218 51st Place South Seattle, WA 98178 BERT ROBISON CONTR. & ASSOC. 3, P.O. Box 5007 Kent , WA 98064 S & W CONSTRUCTION, INC. 7 343 f-3 9416 Front Street South Tacoma, WA 98409 ENGINEER'S ESTIMATE Date: #7-Ray-" city of Rolm . public aria Department Pnge l Me Steel later pace Replacement - Presidents Park 0-I11 City of Rents Cminclw tonlraclr Contractr Contractor DID DATE 5-7-M Eoginnrs Estlult 61sot tansltutca Dol", Costnctim King Construction 6ary ri lion Cost Is It" Doniriplym Unit Est. Us,t 114 Unit 0d Unit lid Unit lid Unit 111 on• Quality Price Moral Price haunt Price "punt Price Amesl Price Amount 01. 1' Ductile Iron PlpellYton Jn+t) eEm al Foot 4173.00 I2.50 193, M(I 18.99 179,20i11 11.00 /75.111.00 18.30 077,200.50 21.00 SS7,633.00 02. 6'- 111111e Iron PIpsl71tm Joint) aimed Foot 77.00 17.50 11,317.50 16.18 11,292.06 14.00 01,070.00 33.00 62,541.00 Igloo 11,86.00 03. 6" Ductile Iron Plpe(Tytm Joint) #Imeal Foot 155.00 12.50 11,937.50 15.70 C1137.50 11.00 111705.00 11,00 11,705.00 15.00 12,325.00 �. 1, Cate Valtt nth #Each woo 450.00 17,200.00 400.00 16,100.00 A0.00 t6,080.00 500,00 18,000.00 450,De 17,200.00 Last Iron Valid Ion 03. 6" Date Vaire with Each 3.00 351+.00 S11050.00 265.00 1795.00 270.00 $010.00 281.00 1843.00 I50.00 01,050.00 Cast Iron Valid go 06. d" Soft Val Yt.,to 4Each I.W 250.00 1250.00 208.00 1206.00 230.00 1210.00 771.00 1271.00 3MA0 130.00 Cast Irm Valne Ir 07. Standard Fite RYdrast Ritually tEach 8.00 1300.00 11"000.00 1307.00 111,096.00 1400.00 111,200.00 1656.00 111,200.00 1500.00 117.m.00 01. 2" Aerosol IIee-off "ttshly #Each 1.00 450.00 $450.00 000.00 $900.00 400.00 $400,00 1000.00 $1,w.00 500.00 11500.00 0 Count Conuelo Ion Thrust Ilmkingf4b:c yard 10.00 50.00 $500.00 0.01 $(.To 0.01 $0.10 100.00 11,0M.00 30.00 i3m.00 10. A"hait Concrete for Formal and #ton 110.00 75.00 $6.150.00 0.01 $1.10 56.00 16,160.00 126.00 113,860.00 60.00 16,600.00 Dri 9leay Palclnna It. 516 Crushed Rock for hc61,11, #1on 060.00 a,50 18,170.00 0.01 16.60 10.00 10,600.00 0.01 18.60 12.00 110,320.00 MO Top Isom'" 12. Roscoe and Replace Cernt Concrete #Seuare yard 40.00 15.00 1600.00 50.00 $2.000.00 40.00 1i.600.00 50.00 12,000.00 25.00 11,000.00 Drneaay and Sldeealk 13. Aeonne law, and Aestre e,th W +Soar, Yard 510.00 8.50 14,1I5.00 '� 28.95 111,764.50 9.30 $4,745,00 MDO 112,730.00 5.00 S:l' ,00 16. Ana, a r1"Plan Lowest Concrete #'-;nql Feet 127.00 12.00 $1.464.00 4.00 1481.00 4.60 1561.20 IS.M 11,030.00 11.00 $1,342.00 Art and Wtn Delay 07-MY-06 City 01 part" . Public Mike Deportant Pule t 19%Sl"l Hater Mu l blacasol Presidents Pak 8-931 CcSy at Into Contractor Contractor Contractor Contractor 11/WIE 5-74S Engineers Ettiaate Srnt Lmttrutcm MI"r raatractton lial CastrKtla Sory Mil"Cast Co It" Descripttr, Unit Est. Intl Bid Ur t Kid omit lid Unit lit Unit Big Be. Quantity Price hoot Pr1t9 Ancient Price Man Price Al"st Price Aeaat 15. Bank to bri"I ton Trnc6 SiOl lala 1951,00 1,50 $8,343.00 0.01 118.51 0.01 118.51 0.01 110.51 1.00 11,051.00 to. haler Soruce Type 1 IEac6 39.00 125.00 $4,750.00 112.00 15,396.00 100.00 $6,840.00 100.00 $3,000,00 150.00 15,700.00 V. Better Sorntte 1pa 11 aEack 63.00 115.60 17,525.00 150.00 t6,150.00 340.00 914,620.00 250.00 110,750.00 100.00 11,300,00 • 10. haler Swutte Type III Rac6 3.00 350.00 11,050.00 175.00 1525.00 420,00 11,260.00 300.00 $900.00 100.00 11,200.00 11. Conatretttor Sla6inp and Al-kilt al.aep Son 1.00 Soto.00 $3.ON.00 3000,00 n,000,00 000.00 $900.00 4000.00 14,000.00 >000.00 13,0D0,00 Mtn and braotnps Subtotal 1166,111.50 1134,979.94 $141,119.84 1155,677.64 1150,560.00 6.11 Sales Tat 113,455.27 $101925.28 $11,487.41 112,609.19 112,195.36 total lid 1179,569.71 1145,005.22 b153,307,23 1166,217.53 $142,755.36 s i 07-11a9-N City of Rontan . Paelrc hawks DpartWt Page 3 Steel Ralor Rain Repaceeeel - Presidents Park 0-831 Early"for Contractor Contractor Contractor Contractor DATE 5-7-14 Dart Robison Cwtr. 1 Assan. E"ryea Utility Cont. Inc. S L A Construction TK. Palardi LaelrKtia. IK. A. L. hill CspasY Oesm OtiM Unit Est. Unit lid Unit lab Unit lid Thai M Unit Ted Quantity ace Ascot Price Aeort Price Asaont Price Amoeet Price Amount I Ductile Iron hpe0yta Joist) aI)tpil Fool 61T3.00 21.40 199,302.20 20.00 183,660,00 Moo 515M4.00 17.25 $71,991,25 24.M 1100,527.57 6" Ductile Iron PiPe(Tylae Joist) 'lineal Fool 77.00 20,00 t1,540.00 17.00 11130f.00 30,W 12,310.00 35.30 02,733.50 21.11 11,807.96 q" Ductile Iron Pgellyton Joist] 'Lineal Foot 155.00 IO.00 12.7".00 14.00 f?,170.00 14.00 12,170.00 11.00 121790.00 1.40 111457,00 I" Bale Val"pith 'lack 16.00 970.00 14,720.00 500.00 $8,000.00 $00.00 sB4OW.00 575.00 19,700.00 35I.00 15,NLW Cast True Val" ON A" Dole Val" .1th 'Each 1.00 320.00 M0.00 425.00 11,275.00 400.00 11,700.00 480.00 11,110.00 237.00 $111.10 Cast Ira Vain Ion 4" Date Vain .1th 1E60 1.00 260,00 $240.00 375.00 $375.00 240.00 f280.00 Woo $390.00 191.00 1191.00 Cost Ira Vain ON 7. Standard Fire Hydrant AsseellY 'Each 9,0( 1300.00 f10,100.00 1800.00 $14,400.00 1600.00 112,800.00 1995.w 115.160.00 IS50,10 11111110.00 2" ,orononnt Ilan-alf Asseebly %ERR 1.00 500.00 $500.00 600.00 1600.00 350.00 f330.00 185.00 1885.00 740.00 1740.00 Consent CynCrtle for Thrust Il Ktingacubic Yale 10.00 60.00 $600.00 75.00 1750.00 WIND $600,00 10.00 /900,00 100.00 11,000,00 10. Asphalt Covet, tar Po"a"t And 'tay 110.00 40.00 66,1".00 90.00 19,900.00 125.00 1t3,150.00 41.00 t3,p0.00 65.00 17.00,00 Drieeray patch,nD it. $11" Crushed Rock for Bickfill, elan MOM 7.6n $6.020.00 0.10 W6.00 10.00 18,6W.00 13.00 III,IW.00 Win) $8.60.00 ad tap course 12. Amoo" and Replace Cement Concrete 1Saart tr' 40.00 74.00 2960.00 55.00 L',700.00 30.00 41,200.00 24.00 4960.00 15.00 S11100.00 Brs"aoy and Sid"alk il. Buore Laun and Restore Uith Sod 'Square Word 510.00 2.00 11,0?C.00 5.00 12.550.00 6.00 $3,040.00 6.65 131193.50 5.00 121550.00 Ia. low"ore Replace Lemont Concrete iio.fal Fool 122.00 10.00 /1,270.00 10.00 11,220.00 10.00 11,220.00 10.00 811220.00 It.W 111342.00 Core W Bafter Mtat 07-Mr-M City of Aeelm . Public brks kpartmt pop 1912 Steel Way Iglu AeplKw t . Presidents Park "31 CmtrKtr Cwrtracler Contractor Contractor Contractor 110 DATE 5-1-16 W 143M Cmtr. I Asset. Evrlren Ot•11ty Cont. Inc. 5 t 1 Const'WIm Inc. PIU101 Cm{t,Ktlm: Inc. A. L. Al I Cnla y It" Oacnptim Unit Eat. volt Id fail `h1 Unit Id Wit Id Unit lib NO. 0uant,ty Price Auonot P,I to how, Price Awunt Prle Avant Prig AMnt 15. lank Also Gravel for Treecb latk4,llatm 1954.00 0.10 $115.e0 0.to 1185.60 6.50 112,051.00 11.00 120,394.00 2.00 fl,701.00 16. eater Sorace Type I 'Each 38.00 180.00 16,W0.00 150.00 15,700.00 100.00 13,900.00 150.00 IS,700.00 185.00 17,030.00 17. Mate, Serve Type II 'Each 43.00 260.00 112,040.00 375.00 116,125.00 200.00 $8,600.00 170.00 t7,310.00 190.00 $9,170.00 s 11. later Save Type I11 'Each 3.00 360.00 61,020.00 400.00 $1,200.00 375.00 11,125.00 295.00 1185.00 305.00 $915.00 19. ConstrKtles Staktol ant A.-MiR el." We 1.00 7100.00 12,600.00 S000.00 15.000.00 3200.00 13,200.00 3000.00 $3,000 00 2000,00 12,000.00 Notes me kevels SablOtal Im,331.M $156,505.10 1159,630,00 1165,505.25 1161,311.5.3 9.1% Win Is, 317.159.97 112,671.94 $17,113.03 113,412.11 $13,M5.15 Total lid $163,417.57 $169,112.34 wn,343m 1171,997.M 11M,mm • WAS 07-%v-U city of Aomtm . Public Voris o oartaent hp/ 19% SbH haler Main QuAlaca t - Presidents Pal 1-831 Contractor Contractor lU Avergt BID MIE 5-)•U KIM Cmstaclien Caloccia Construction Co. net wivilial Env. Est It" Description limit Est. Wit - d Wit lie Unit lid Qu, Quantity Rice Amount Prlte Amount price Amount 15. last to Oral far Ittach Adt,ll#im 1854.00 6.00 111,121.00 7.00 11"978.00 3.07 $5,605.04 IL later Service Type 1 fEach 38.00 150.00 15'?w.DO I00.00 17,600.00 153.0 $5,627.02 17. Note, Service iypt It $Each 43.00 200.00 18,600.DO 215.00 111,025.00 230.00 69,890.00 Is, maker Service Irv# 1:1 #Each 3.00 300.00 M.00 300.00 1900.00 320.18 1984.55 It. Cmatrottim Staling and A.•Nill *Lump Sue 1.DO 2000.00 $2,000 00 3000.00 11,000.00 7854.55 12,954,55 Notes ad I wags WOW 1171,3N.50 11117,532.00 $159,005.43 1.11 Sales la$ 114,147.52 IIS,IPo.09 112,871.44 total lid SM.112.02 t202.122.09 1171,98e.17 • e NM1 0`�4y-N Gh pF Renim . Public Yorke NPorlaest Pope S 19%Steel Wake,Nit Oglaeaet - Presidents Park 11-93t Contractor Cantracler Bid ln"ye BED DOTE 5-7-16 If1C0 Castactia Catoctin Cattfactia CO. at Iscladmq thor. Est It" Naripti , Unit Est. Unit lid Unit lid that it. N Quantity Price A O t Price distant Price Mont 01. B" Ductile Iron Fgellylm Jmntl 'lineal Foot 4173.00 23,00 195,171.00 25.00 $104,325.00 20.47 /85,1#0.20 02. 6 Ductile Iron Pge(l,te, JasU 'Lineal Foot 77." 11.50 S1,655.50 30.00 12,310.00 73.57 $1,814.22 03, d" NcGle Iron Pleeillda Joist) #Lineal Foot 155.00 11.20 $2,976.00 30.00 $4,650.00 Ism 12,410.14 �1. V bate Val"oitle #9cb 16.00 405.00 $6,480.00 400.00 $6,400.00 443.11 $7,102.55 Cast Iron Valve In OS. 6" Sate Valve site #EacA 3.00 290.00 1870.00 300.00 f900.00 321.g1 a911.73 Cast 1-0 Val" Bor 16. q" Sate Valve ate fEach 1.00 110.00 $160.00 250.00 1250.00 264.09 Md." Cast Ira Valve Be, 07. Standard Fitt W7dral NsuNly fEack 6.00 1500.00 1121OW.00 1400.00 111,200.00 1552.11 112.423.27 1B. 2'' P"sttwt Ilao-off Nae61v *Fork 1.00 550.00 snt.00 IDOO.00 $1,000.00 665.91 1665.91 Cutest Concrete For threat 11ocklaq#Ca1C yarn 10.00 70.00 $700.00 100.00 II.OW.00 ..27 1622.71 10. Agkalt Cornet, fa Pa"wt and 'im 110.00 100.00 ❑i.000.00 60.00 $6,600.00 71.73 fl,M 10 Dr'veay Patck#aq it. SIB Crushed Back for Nckfill, •'m 160.00 1V.W -. -,O.W io.00 18,600.00 7.47 4,420.21 and lop Cause 12. Oesove and Replace Conant [mnnf #Square lard 40.00 30.00 11,200.W -5.00 91,000.W 35.27 11,410.91 0lirtay ad Sndtaalk 13. Oneore Um and Restore With Sod 'Square pod 510.00 13.00 $6.630.00 3.00 $1,530.00 1.92 45,056.27 14. lesmu ua Oeslace Cutlet Cowurot' #Llnesl Fat 122.00 10.00 11,220.00 12.00 111#64.00 1.18 a1,193.30 'ur0 and butt" 1 tiJouffial o' ommerce Box 11050, Seattle, WA 98111. Phone (206) 622-8272 Date...April.I L 1.90. .. . . . . City of Menton Office of City Clerk 200 Mill Ave. So. Renton, Wa. 98055 Notice of Bid Cs11 8412-B Hater Main Replacements 82 lines @ 1.10 per line 90.20 82 lines @ 1.00 per line 82.00 �?172.20 Published April 16, 23, 1986 Pieaaae include Account Number with Payment J W c n k r Ok IP a rr� it t W - �31 8412-B Affidavit of Publication City of Renton Water :Plain Repiaeements eta Datc,slay 7 STATE OF WASHINGTON CRY a!P=nigh — — KING COUNTY-5:. Fi/t BIAS t Water IMaln w resldeola Park Sealed bids will be zecelved Fite undersigned, on oath states that he is an until 2:30p m. Wednesdoy May T, 1988at theCiity Clerk's ofilec authorized representative of The Daily Journal of Commerce, and will be opened and publicly a daily newspaper, which newspaper is a legal newspaper read to the n floor ro Municipal B,jltce of eneral circulation and it is now and has been for more room Renton e.Su Aulld- g fng�2f10M1 PRE.South. than six months priur to the date of publication hereinafter NOTE: PRE-QUALIFICA• refered to, published in the English language continuously TION OF BIDDERS IS RE- QUIRED. as a daily newspaper in Seattle, King County, Washington, To be considered for bid and it is now and during all of said time was printed in an award, all respective bid- office' maintained at the aforesaid place of publication of ders shall submit a pre-quali- fication submittal package to this newspaper. The Daily Journal of Commerce was on the the City Clerk's office no 12th day of June. 1941, approved as a legal newspaper by later than 2:30 p. m.,Wednes- the Superior Court of Kin County. day APRIL 30. 1906.The prr Pe g qualification submittals will be reviewed by the Engineer The notice in the exact form annexed, was published in and the City staff for regular issues of The Daily Journal of Commerce, which was conformance with the regularly distributed to its subscribers during the below criteria, and the expeofthe and general capability of the tIt work bidder ed complete stated period. The annexed notice, a .................._.._..........--...... mitting ponies will be not fled by mall whether they Noce_..of B1d Call __.-..._................... have been appmved to submit _ _ a bid on this project. ......_........... .. The work to he performed Xpiil"'lb� --23-;" :� was published on .._............................ . within 60 working days from P •-----._.........................._. the date of commencement underthis contract SbAll in. ...................................._....................._........................_---_------------.__ dude,but not be limits to: Furnish and install a prox ------• ----• -••-••------- •--..... fmately 4173 lineal f of 6' Ductile Iron Water Main,Fir* i t m: Hydrants,and Water Servian ,w +1' together with all uired np . _w............................ �._. purtenances, and he gar.. »........... .._..._.. ....-. - .......... ylete restoraue❑ as sr 'rth In the design drawl[,tis and Subscribed and sworn to before me on sications. The Citv reserves the right to Aril 23 1986 reject.my and/or all bids avid,u _...................»..................._p........-.-_..._>•....._... ...................„............. infor- malities. Approved plans and sped -...-_....... ...... ..... . -.._......,_.1. .AQwe!..--..- waive an and/or all m£ur- cations and form of root N ry Pebllr ;or the au[e of Washington. don wts may tX obt=d middhna m 9eattla. the ,u ilic Works Departm office at the Renton Mun:ci Buildiaf for a deppoosit of$3 . each se plus $ .00 to cover postage if mailed.The depo tt will be n,funded upon return of the Plan; and Specifications in good condition within thirty days after bid opening. Tf„ mailing charge will not I refunded A certified check or bid bond ,in the amount of five percent (6%)of the total amount of each bid must accomil each bid. The City Falr Practices and Non-Discrimination P.,licies shall appppfp MAXINE F..M` TOR. lyy Clerk. t of publication in the Seattle Daily Journal of . coerce,April ffi and 29,low. !6412 H) Nil YfY � of(fl `S , a ti � ,, ��a�irls s F-DEeAe- FccT/Vorc. ;. r Ale ;T yW 1,�1uc �0Ps7/l� S. ` Y '1Y )6 4 _ 4/9 / ., W� 1 x �SCr1 N _ 4 i , . 04 APR 1986 z= Rr Z l = e 4 ' K-r t y DISTRICT 09S ICTATE AID NAGi RATES REQUEST FORM 0 NO Ad%ENC( FED. RATES ❑ YES "X'"(NIGHT) ® toNFhtT 7 IC� s 19 PHOKV Z3s A City of Renton Ul O 198 W-831 Steel Water Main Replacements 01 ❑ ADAMS 17 ❑ DOUGLAS 33 ili KING 49 ❑ PACIFIC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 ❑ TIiURSTON 05 ❑ BENTON 21 ❑ FRANKLIN 37 ❑'KITTITAS 53 ❑ PIERCE 69 ❑ WAHKIAKUM 07 ❑ CHELAN 23 ❑ GARFIELD 39 ❑ KLICKITAT 55 ❑ SAN JUAN 71 ❑ WALLA WALLA 09 ❑ CLALLAM 25 ❑ GRANT 41 ❑ LEWIS 57 ❑ SKAGIT 73 ❑ WHATCOM 11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 U. LINCOLN 59 U SKAMAMA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 ❑ SNOHOMISH 77 ❑ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ ALL (Except those marked). 010 ❑ Asbestos Workers 3i0 ❑ ironworkers 640 ❑ Sign Hangers & Painters & Constr. Men 030 ❑ Boilermakers 350 ❑ Laborers 050 ❑ Bricklayers & Ma-bie Masons 360 X9 Laborers �,. 650 ❑ SoR Floor layers (Sewer & Water Const.) 670 ❑ Sprinkler Fitters-Fire 070 ❑ Carpenters Prevent on 370 ❑ Landscape Construction 090 ❑ Cement Masons 710 ❑ Sun Screen Installers 6r 390 ❑ Lathers Window Tiinters 100 ❑ Communication Tech. 430 ❑ Mason Tenders, Hod 720 09 Su XII( 110 ❑ Dwers & Tenders Carriers & Mortarmen v j 130 ❑ Dredging Workers 450 ❑ Painters 730 13X Tearrij09l 150 ❑ Drywall Finishers 490 ❑ plasterers 770 ❑ Terrazzo Workers & Tile Senors 170 ❑ Electricians 510 ❑ Plasterer Tender 790 El rile. 'marble & Terrauo 790 ❑ Elect.-Line Constr. l ' 530 C Plumy+ers & Rpefit[ers He W'rs 230 ❑ Elevator Constructo-s 570 ❑ Power EQuip. Op 620 ❑ Traffic Control Aripers 250 ❑ Fence Erec,ors & Laborers SW � Power Equip. pp B?' ❑ WApullers and 260 ex Flaggers I (Sewer & Water onst.) Irrigation Pump Insiatlen 270 ❑ Glazier V 590 ❑ Refriq & Air Conditioning 999 ❑ AS (Except thos^ marked' Mechanics 290 ❑ LQnd Boatmen 610 ❑ Roofer & Watcrproolen 310 ❑ Insulation Applicaturs 630 ❑ Sheetmetai Workers 94 APR 1986 OF RED 4 ;f z PUBLIC WORKS DEPARTMENT CJ R _ DESIGN/UTILITY ENGINEERING 235-2631 oQL $ MUNICIPAL BUILDING 2D0 MILL AVE.SO. RENTON,WASH.9OD55 90 10 P O,ggTED SEPSE�O� BARBARA Y. SHINPOCH March 28, 1986 MAYOR Mr. Tim Smith WSDOT District #1 6431 Corson Avenue South Seattle WA 98108 Subject: Washington State Wage Rates for City of Renton Water System Project W-831 Dear Mr. Smith: Enclosed is a Wage Rates Request Form for future construction projects. Thank you for your cooperation. Very truly yours, Davi��bbo t /� Project Engineer :jw Enclosure APR 01 1986 } OF RED A 0 PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 235-2631 n0 >$ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.8l06B fib. 7rED SEPSE BARBARA Y. SHINPOCH MAYOR March 28, 1986 Mr. Tim Smith WSDOT District N1 6431 Corson Avenue South Seattle WA 9810E Subject: Washington State Wage Rates for City of Renton Water System Project W-831 Dear Mr. Smith: Enclosed is a Wage Rates Request Form for future construction projects. Thank you for your cooperation. Very truly yours, David R. Tibbot Project Engineer :jM Enclosure r 'DISTRICT ONE STATE AID WAGE BATES REQUEST F0111L.1 p NO A&EgCi ( FED RATES ❑ YES 'X"(NIGHT) C� CONTdtT flHON4 City of Renton JATE3 W-831 Steel Water Joe li — pain Replacements 01 ❑ ADAMS 17 ❑ DOUGLAS 33 Ja KING 49 ❑ PAGilC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 ❑ THURSTON 05 U BENTON 21 ❑ FRANKLIN 37 ❑'KITTITAS S3 ❑ PIERCE 69 0 WAHKIAKUM 07 U CHELAN 23 ❑ GARFIELD 39 ❑ KIICKITAT 55 ❑ SAN JUAN 71 Ll WALLA WALLA 09 ❑ CLALLAM 25 ❑ GRANT 41 ❑ LEWIS 57 ❑ SKAGIT 73 ❑ WHATCOM 11 ❑ DARK 27 ❑ GRA15 HARBOR 43 ❑ LINCOLN 59 ❑ SXAMAMA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 C SNOHOMISH 77 CJ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ AIL (Except those marked). 010 ❑ Asbestos Workers 330 ❑ tronworkers 640 ❑ S,gn Hangers $ Painters d Constr. Men 030 ❑ Boilermakers 350 ❑ Laborers 650 ❑ Soft Floor layers* Oi0 ❑ Bricklayers d Marble Masons 360 )0 Laborers (Sewer d Water Const.) 670 ❑ Sprinkler fitters-Fire 070 .❑ Carpenters Prevention 370 ❑ landscape Construction 090 ❑ Cement Masons 710 ❑ Sun Screen Installers d 390 U lathers Window Timers 100 ❑ Communication Tech. 430 ❑ Mason Tenders, Hod 720 Surveyors t10 ❑ Dvers d Tenders Carriers d Mortarmen 130 ❑ Dredging Workers 450 ❑ Painters 730 OA Teamsters r 150 ❑ Drywall Finishers 490 ❑ Plasterers 770 ❑ Terrazzo Workers d •in ❑ Electricians 510 ❑ Plasterer Tenders Tile Severs 190 ❑ Elect-Line Constr. 790 ❑ Tile. Marble d Terrazzo' 530 ❑ Plumbers d Rpeliu Helers �rs 230 ❑ Elevator Constructors 570 ❑ Power Equip. Op. 820 ❑ Traffic Control 5;ripers 2S0 ❑ Fence Erectors d Laborers SAO 49 Power Equip Op. 830 ❑ Well Drillers and 260 Tx Flaggers (Sewer d Water Const) Irrigation Pump Installers. 270 ❑ Glaziers 590 ❑ Refrig $ Air Conditioning 999 ❑. All (Except those marked) Mechanics 290 ❑ Irdand Boatmen 670 ❑ Rooter $ Waterproo(ers 310 ❑ tnsrlation Applicators 630 ❑ Sheetmetal Workers OF R,d, �•y „� o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 z IN $ C MUNICIPAL BUILDING 200 MILL AVE. SU. RENTON,WASH.98055 q� b. P 91T�O SEP�rl� BARBARA Y. SHINPOCH March 5, 1986 MAYOR MEMORANDUM TO: Ray Sled, Water Maintenance Supervisor FROM: David Tibbot, Enoineering Specialist SUBJECT: Monroe Avenue NE Ray, could you check out the water service on NE 8th form Monroe NE to Queen Avenue NE and let me know how many services are copper and how many galvanized iron so that 1 can set up the bid item for the steel water main replacement project. ) David Tibbot :jw a a Add12 o-�,`rPt),p A,6,r T.VIS "O20'. ✓3 318 r!, & 8 rH C ap ct_ LA bo•l � t Got 4` !A n ob_ 13LA ! � ✓3ti'o? 3r;t N rEs 8Td �F{rty z ✓Y 7 *Y b /3�07 u cT ol 7 ✓�y z S ,r Nk ✓:3k 3l , . ACCOUNT NO. MAINTENANCE ORDER Received by. Date: ? F'S" Time: Reported by: - ,+-^�-- Owner's Name: /4-'II Address: I H! o nl f r(�r . (_� utr OFTelephone No. 7PT ^—T�1 at1 Meter Make Meter No. Meter Size Reading Meter location: Problem: r-i1��rs�kh ^r Fs1 t L T` Dispatched to: Date: Time: FOREMAN'S COMMENTS W.O. No. S.O. No. Map No. Main size and type: Hydrant No. Located? Yes No C/C No. Start Date MAINTENANCE CREW'S REPORT Meter Make Meter No. Meter Size Read on old meter: Read on new meter: Work required: .,n A0..e +� Materials and parts used: ► �- 7 L Date completed: Repair crew: %Kam( rocL Customer problem: City problem: ` / LIT" a5 41 t 4 n" `t Al r - 41 i rA b7 .s 1 k , yM; f? •L ,Ili � i �:� Hr��ryy�`'' Low, 9117 7zv S1;00 �, 7 r c.• is �X P ys+A N_.LrG ... alxl �1. ikoo ' � � 6 � ' § n ,5 \ @ ® q r m $ ƒ @ Q § & ( � % . . \ e . TApQET SURVEYOli_ INC. L[EIMEM N )TRZKODIOTi"TAL S ROWISY Center Building 75 12th Ave. N.W. \ Issaquah, WA 98027 �� rn ,aa via 9( a r r E 1� v o -- _�— GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via _. the following items: ❑ Shop drawings 0 Prints ❑ PMm ❑ Samples ❑ Specifications ❑ Cvpy of tette:- ❑ Change order G - coorn oATa Mo. eperAproM _ T— THESE ARE TRANSMITTED as checked below: 0 For-eview ❑No exceptions taken ❑Resubmit __-- copies for review Cl For your use 0 Exceptions as noted ❑Submit copies for distribution O As requested O Returned for corrections ❑Return_—corrected prints ❑For review and comment ❑_—_ — REMARKS [ •t'.'' .. •1 ti<. .t..--\ ,.`I q la l• �,„.sS rn.< •^.r ssr.f d_ 4t+� . COPY TO_-. SIGNED: 7 4 n 0.1110 M W no M II4464 aYM)'IIM t M at IIIA. y DATE 2-10-86 CITY OF RENTON P.O.No. 37963 REQUISITION DEPT. Public Works/Utilities ACCT. 421/000/15.596.38.65.27 $ 2,475.00 VENDOR NO. ACCT. $ PHONE NO. 392-8533 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Target Surveyors, Inc. Rowleyt. Building. Suite 13 1275 12th Avenue S.W. t Issaquah WA 98027 Y. DESCRIPTION IN DETAIL AMOUNT L.S. ith Street from Monroe Avenue N.E. to Queen Avenue N.E. Field survey and base map preparation for new 8" water main installation, Establish centerlines, locate property corners and public right-of-ways, topographic survey, locate all existing City storm, sanitary and water utilities, and all private itilities. Provide survey note originals in bound K & E field book, prepare basemaps on mylar City basemaps at 1"=20' in Indian Ink or approved plastic lead. Lump Sum 2,475.00 No Tax Corfirming LJ PURCHASING TO ORDER AUTH. BY: __ y. pF /l'4. PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH,98055 Po b 09q'tO SEPZE-Ola; BARBARA Y. SHINFOCH MAYOR MEMORANDUM TO: Ray Sled i FROM: Dave Tibbot DATE: September 30, 1985 SUBJECT: STE*L WATER MAI.j REPLACEMENT W-831, Y-832 Projects for 1986 include NE. 7th Street from Monroe Avenue NE to Queen Avenue NE from NE 6th Street to NE 8th Street. Please count the services on these projects and indicate those that are galvanized and need to be replaced. DRT:mf I ENDING OF FILE FILE TITLE tow w � u,een A �e. n . E . ap *Oct F,n9lrleer ( n9 a�e�- jL,o- ee�s