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SANITARY INTERCEPTOR S-401 1+ Precontr. Conference Sch. of Prices B Bid Proposal & Specs. Bks. 11 .oP r•'L' t� Ers1 ?y.� i '1 f �1 /Cw+ iueA •b 6c Ms,.�•w R.+ fa�wyr�F �Zs / 1 t.1j. 4'C.1. � L_�. 4"C.1. 'i^S•C.1. ---............ 4•C.1. s� /elp GtsGri 6'WYG W�YP- C.0.4*d. ,..�ce+� //�rr eY' Ar /e M.r_ Lww� r-s rhw••� / i�.t` r:-r. WYE'f..0. Sad.$ Z-W 6/KDsw, -`..Z.e+ sX�b �� A •h ,iJ v C.O.Std. G"GONG. PIPE Ss 6"WVE 45d. _ fsA .ie4sf+iECf %?• R i� t IStFROM OLOG. f f•�s P P4 Elks/ .6 -0'TEE S� •- >rY.w ` 4•T64 std. ifAOItAFT „ SAYOI✓f/fL' I/' S " aAN.StW � 10� LIFT TATION Q��(( I 1 d'.+,YA" = f[F!.R' y/ddJ''Ib.M' � �� J 1♦t .}� � (I � ( ♦ Data) 05-Jul-as City of Renton . Public Works Department Pagel TO1 FINANCE DIRECTOR FROM& PUBLIC WORKS DIRECTOR CONTRACTOkI Rodarte Conat Inc CONTRACT NO.CAG 006-BB ESTIMATE NO. 2 PROJECTI U-401 PH II Shattuck Av 9 Intercept w (Houser Ply to S 4th) .............so.........................w..............................00. I. CONTRACTOR EARNINC36 THIS ESTIMATE 030,3W.7: 2. SALES TAX S 0.06 112,461.25 ................ 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $32,946.77 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $133.341.44 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE 920.S66.43 6. SUBTOTAL - CONTRACTOR PAYMENTS e112.207.57 7. RETAINAGE ON PREVIOUS EARNINGS $4,386.39 S. ••RETAINAGE ON EARNINGS THIS ESTIMATE 01,519.29 _______- ------ 9• SUBTOTAL - `+ETAINAGE 93,905.66 10. SALES TAX PREVIOUSLY PAID $7,105.95 11. SALES TAX DINE THIS ESTIMATE $2,461.23 12. SUBTOTAL -- SALES TAX t9,567.20 • 195X I LINE 1) ................ •• (RETAINAGEA 5X) GRAND TOTAL a127,680.75 .,............................................................................. FINANCE DEPARTMENT ACTION, PAYMENT TO CONTRACTOR (Linea 5 and 11). ACCT.a •421/000/15.596.38.65. f9 a31,37,7.68 0 2 ---_-a31.327,65 )-;'AINLD MOUNT (Line S)A ACCT,N 0421/000/15.596.38.65. 19 $1.519.29 9 2 ...... _..__-KW 91,519.29 ............. TOTAL THIS EBTIMATEA 432,546.97 CHARTER Ila, LAM OF 1965 CITY OF RENTON CERTIFICATION ti I, THE INKIS16KC M "IT 1YAIIFI INRA KIIALIT OF FEJIJUM, TNMI It MIIAIALS WANE KEN FUAYISKA, ME UhICI$ RINXIED ON IILL LAKIN KAFOAINED AS KKILI ED 111011Y, AYA NMI NNE CLAIN IS A JUST, AIIE 01 UNlAII ORISATION A"1161 III CITY OF UPTON, AND INA1 1 M AUTpAIKO 10 41141 ICA1E EATIFI TO SAID CLAIN EIImO: L- -11�AIB C/ � 1MN OhA1'i htr 14 IWO. 11►11t arts kwtwt hyw I ThaM11 "I h1 It iwWtl 111 S Ittatlpla INrw w to 5 Mhl CMtrat VAMW 1 A 0" OMtrala Ihaorlt Carl la fhtlwt 11a1a1 2[lorry 0hta JWI 1. Ili Ito lbt kwiptlm 1 Ilul Lit. U1t Fro," ht:IW TOIh this 11tt1 ToW Ilt w 1 bIaltltt prltl 0oatlt3 11ta1tt bod1it bwk iMtltF shot {<Ioltlo 1 01. olds, IB lak 1immor alk w 1.00 Ii0.00 L00 SW.go 0.00 MID 5110.00 atrt th1U h111 or flap 02. 1akA$,54 IN%hadw Ott fah 1.00 220.00 1.00 MOD CAD 1.00 MOD O•h0 Ca llm o0 Milh U1t1 oat or flays 01. lk . M/wlwp matink Oak iA 300.00 2.00 100.00 0.00 L00 moo tolwit A. 15 iah Woof star hp Uhthl Fog 7MA 51.00 ]22.00 MOD OA0 r:.00 Moo MA' M. 10 Ian 0laotw Saw hw lrhwl FOR 50.00 21.00 R.00 MOD 0.00 2.00 MOD im, w. h lrch Naga hw la L1W1 fmt 130.00 20.0C IL00 106C.00 10A0 200.00 U00 M.00 SIN Saw% 01, IB lKh I a No low fat L00 220.00 S00 1100.00 MID SAID 1100.00 OB. ih10 hawp of UM RulroW L1y&A 1.00 20i0.00 1.00 21000.00 0101 1.00 20100.00 Ia IW11y fnlp hw M, IYMoIh V Wh III1a1h1 A 11 UM 11a 1.00 MOD 1.00 ZMAO O.i 1.00 nw.00 mob Ltrk T01c1 ho a Flop 10. hw taphtlM atal Tor J11.00 1.15 a 11 Mr 0.00 2i.1: MO,r 11. ihwl Wall Is Trash 11,11111 lM A00A Ids 272h.h1 2106.0 101.11 1051.19 221,35 1W/.i 1:. Qwh1 kw4alq lop Grw to AO.00 12A0 1S13 520.44 M.13 h2M.16 5H.30 111/.10 Sf1 Ihw 11 larwt WW Lm'It,uah 1 10 I00A0 as aan 0.01 31A0 2051.00 51.00 WIN I.tIWIq hook Wilt 1w Irad htaMq ad" "All S1to a Illulm . Nlu►b SkOrlowt hp 3 h1M1tl "I M 11 Octtttt A S UtrtMtr ("W IN to S Sth' Lot,at Nrto' CK 0110 SwUalr 1109to caw Int Nttrto MlMI N%A4111E lair 1, INN Iloo 1rt Mw Nt:m I VII Sol. till! P.mtwt ftmtmt Ihtt IMt I" Iottl Aa b, I Owl Btu OtmUt, Amat Still loowt %milt, Fswt 10. beat Dent mntroto am 1 Iw 110A, 42.OD 0.00 clog MILOO 13M0.OD moo I M00 lotlo4q PootIN Ot"I to t~t Doi&, 1L A11ott No",r CAO Sell SO 10.00 MOD 0.00 0.00 7.10 I100.00 7.00 MAO to Root Iyllro111 Pt,wnt Qmi AV 16. WyAt ylte la to It We SO 5'w R100 0.00 0.00 w00 570.00 6.w YOM la lm,nl Pttllwt Drrlt, 11, Ielotltlm lntwtlw um So 1.00 IW0.00 O.W CIA 0.00 0.00 0.00 IS. Catlraltm SIYIoO mt Lm Sr 1.00 ISW.W O.SO INN 0.00 0.50 751.00 Ot-Suwlt ooloo I:. PmtlrM CM t lAftlwt(096 tno Lltool Fad 30.00 IS.00 0.00 0.00 MOO WOD M W 3 41) IMttr ISwmtl And I11lr000nt' fi. ImtiwO Cowl(wcrtto Await 51wrt led W.00 MOD 0.00 0.00 TIA6 1074.10 71.4111 1014A Ihmet,tM 11ml ll. Lw Stntr II loth NM Conitmol Unool Foot 400.00 0.15 0.00 0.00 0.00 0.00 0.00 22. I'untoo Gulp lolls 6ontr UM11 Foot 730.00 0.11 0100 OAD 11611AD 132.21 woo 14.M W SIA IS Irctrt Skit 16h Skr Ml .,. Puotlo Ore Strto, 1 Imtm thr 1.10114111 NOR IW-00 0.11 O.W 0.00 100.00 I,,.Do 400.00 r.D0 Our Owwllttltm 11 PmRtW Skoo W III IKOK•wl URIC Boo 21.00 1.O4 O.w 0.00 1.W 4.16 4.00 4.10 2L vuhtw Sioowtlh INN PNtm Urol Foot 350.00 1.00 0.00 0.00 57.00 $1.00 57.00 $7.00 11 IN%t to SO Soot M I P lhlll Dr11Wl I11111rt1101 POW*UIooI Foot 3W.D0 0.W 0.00 0.00 0.00 0.Do 0.00 12 DcOw SkM' 27. /utlo/Trap!! 'OSS 19% 1.00 r.25 O.W 0.00 LOO 51.75 3.00 51.75 Not"A pp 1/rt•. IWtt Ibh ftw 3 Itllwlr "1 M 11 RAW As 6 Iotwgtw t110w M to 6 446, (Astral llwt a RWI OWwie lalwd omt t% 6ttal•WAw1 7 tlaty hta Air 1, M Ita kt wlwtltta I wot tot. L%t RMIv Rwtmt This Ns total 1" Nt. rt. I hart, Rio biN.tl, h wl •wAtlt 6rll bwtdr hum Ol /uot16 M1otitt 'Arta Lao 11.00 17.40 O.R 0.00 LOO M.30 1100 QA r, Itatrt 1,40ht btttm tote to DO 0.11 Me 0.00 i.00 Mm 14,00 3V,.01 WOW khmmle 1 IR1+71,111 IVA&t0 1111111L8 1,1*Ale To 1jm" R,w.a R,067.70 total StywJr 1 RI,ISLR 132,111.07 /IT1,Y0.10 1 541LiH_LDi3.iflEEi..I RAINIFR.SYFmlF i9yiH LNIEflSE5. OK 114�mIAC._1NAG L311t�1Er<I fff-L 93w tbEG41lS.LRilGn S0liF1m DATE: EriuUA rch 1L AN TiME: 19 LnS!_ti>4 LOC'11ON: lsdSLagr_sRof+r4me-r494Acnton N�tefea)�L9q, ATiENDANCE: Bob Bray, City of Renton, 235-2631 Ron Scott, R. W. Scott Construction Co., 226-4452 Harry Hayes, U.O.L., Inc.. 746,4777 Lou Duncan, R. W. Scott Construction Co., 226.4452 Jack Crumley, City of Renton Superintendent. 235-2615 e Haro, Renton Traffic Engineering, 235-2620 artin Lundy, Renton Engineering, 2352631 Jim Gray, Renton fire Dept., 235-2642 Sam Richard, WSDOT State Aid. %2-4148 Ron Applegate. Pacific Northwest Bell, 235.5851 Arlene Tepper, Metro Transit, 684.1705 Larry Malay, TCI Cablevision, 433-6356 Melissa Tykslnski, Puyyat Power, 2552464 Dan Winston, Metro, 684.1596 Paul Lumbert, City of Renton, 235-2620 Karl Hamilton, City of Renton, 235.2620 Clint. Morgan, City of Renton, 235 2620 DESCRIPTION OF WORK: Storm drain installation, traffic signal revision, signing, illumination, roadway widening and channelization. The Contractor for the project is R. W. Scott Construction Company. Field inspectors are Martin Lundy and Lee Haro. WSDOT representative is Samuel Richard. Clint Morgan is Project Manager. Bob Bray is Engineer for storm sewer and roadway. The remainder of those present introduced themselves. TM Metro representative stated if one lane is left open and buses can get through, it won't affect Metro. Ron Srutt said usually one side at a time is worked on so there would be no problem. Clint Morgan said he would meet weekly with R W. Scott to go over the schedule of activities and address any sroblems. Bob Bray, lee Haro and Martin Lundy will also attend. A cut-off data for pay items needs to be set up. Also need a copy of what exactly 1s contained in the lump sum items. Contractor was given a Notice to ProceP4 letter and a fully-executed coniract document. Ron Scott stated how he wanted to approach the project. He wants to complete as soon as possible the work west of Rainier Avenue as It will be very highly congested. He doesn't see any other way to do it except to have one eastbound lane for traffic during construction. There will be signing for side streets to notify people which way to go. The traffic will be detoured. The City needs a letter from the Contractor regarding the traffic control plan. Although there is a lot of traffic on 7th, a traffic problem is not antici- pated on the other side of 7th, Within two weeks work will start. Traffic sigral work will start as soon as the middle of May. Electrical woik depends on delivery time. They will submit for approval right away. There is 9 - 12 weeks delivery time on the poles. As soon as they arrive, the work will start. Signals at Hardie a 7th art controlled by loops. Once the storm drain is put in, loop control is lost. They will be put on recall. The Puget Power representative stated that the street light is out of the way on the east side of the roadway. Puget Power is underground on Rainier. ifie question was asked, how long would the Contractor be working west of Rainier. The answer was 6 - 8 weeks. Then the work on the east side would begin. Telephone work will be Joint with light trenching, R. W. Scott needs to get approvals for subcontr+rtors and certification for subcontractors. Clint stated he needs someone's name in writing who will be the Contractor's representative to he on the ,Job at all times. He also needs the name of the safety officer to be on the ,Job at all times, Regarding safety, we don't have an item for traffic control. Each subcontrac- tor is to be responsible for their own traffic control. We will need a name for each, unless the Contractor will handle all traffic control. The Teiepho..e Company will receive a letter. The representative stated that everything was on the drawings. He didn't see any major conflicts. Don Winston of Metro said they didn't see any particular problems, they are satisfied with the plans. It was also mentioned they might take a look at moving the existing bus zone toward the park 1 ride lot but not too close to Rainier because the bus stops And plugs up traffic and the intersection. As this is a federal contract, Affirmative Action Plan, Minority Business Enterprise and Women's Business Enterprise verifications are needed. Jim Gray, Fire Department representative, said that maintaining access for emergency vehicles is their main concern, particularly west of Rainier to Sunpoint and Metro. One eastbound lane between Hardin rid Rainier will be open. A place for equipment and materials is needrA. trc'Prr s ,t r• • ian ,,,,:.d ' I 1, •wn up. With only one lone, there w�l qui a tackuf It *kid ra tinter I. the work would take less time -- It etpend. oe ,i the Cont •actiat cost jus� .no westbound lanes. Hours of work Are either 8 • 3:00 or 8:30 - 3:30; that will be checked. The Contractor had hoped they could close all the lanes until the storm drain is in. He is not sure of the water situation. *here is no way to dig a test hole. Two to three weeks will be needed to complete the storm drain. Signing and detouring requirements were discussed. Westbound lanes would not be opened. Once they get out of the Intersection of Hardie, the eastbouhd lanes can get back to normal. Jim Gray requested a copy of the traffic control plan and asked that a copy be submitted to headquarters (duty .hiefs) so they would be aware of it. Lou Duncan will meet with Lee Hato to see if the traffic control Dian will work. The Fire Department should also approve the plan. Jack 1 ,umley said the Contractor should be In and out as quickly as possible - - in the street the shortest time possible, We should vacate the whole street to get work done quickly. Give the Contractor the most space to get done. Paul Lambert asked about a time table. He asked about the possibility of a 10-hour work day or night-time work. It was stated that with night-time work, it's hard to get ahold of anyone if there are problems. But there would be less problems with traffic at night., There will be access to every business there without going on 7th. Whatever the time table, it was agreed the Contractor should be in and out as quickly as possible and the plan should satisfy the emergency vehicle require- meets. If 7th is closed down completely, notification signs need to be put up on 7th between Rainier and Hardie. Jack Crum% stated a notice should be put in the newspaper two weeks to advance. He also requested 4 copy of the attendance sheet. a Clint said he will need a weekly ,iyroII for the Contractor and subcontrac. tors, Monthly Utilization Reports for both, and Federal July EEO Report, Lee Hare indicated he will need monthly Interviews. Source of Materials Approval to be In as soon as possible. Also, Pay Prevailing Wage forms, Monthly Certification. Notice posters need to be put up. A dry shack was discussed. Regarding traffic control, Lee said a flagman needs to be there who is trained and has a card. Safety of employees and travelling public is always to be kept in mind. Lee stated to be careful about getting overloads. Can't accept overloads. Dvsignate a safety officer. Kelp the environment clean >nd picked up as much as possible. He mentioned lump sum items. Work hours are 8:30 - 3:00. Need materials certification that show State approved. Be aware of samples, reports and other requirements 1'.sted in the construction manual. Cut-off dates were mentioned. Fsti,,ate by two weeks later Contractor would receive payment. Be aware of Davis Bacon Act and other acts that will affect the work. Need list of trucks to be used for hauling. Contrator to submit a 24-hour telephone contact number. Samuel Richard said DBE goals have to be met. If there are any problems, let him know. if any changes are made, a Change Order needs to be done. Lee asked If they move the poles at 7th and Rainier, would they get them back in operation by 3:007 The Contractor said yes. Traffic control will be provided. Regarding excavation, a copy of the existing cross sections will be given to R, W. Scott. Compact tests will be figured out. Soils were discussed. Curb and gutter on 7th, west of Rainier: should save some. Be careful when excavating. Make a field decision. Curb removal and walk removal prices were mentioned. A Washington Natural Gas line runs through the area. Gas lines are usually 30" deep. A Gas Company representative was not present. They will be contacted to see if there are any problems. Tie in: change 2/' to matal. The U.D.I.. representative expressed his concerns about loops. Also needed is a schedule and price estimate cash flow bar chart. Working hours will make a difference to the cash flow. Changes are expected as the project progresses. Meeting adjourned at 11:20 a.m. Prepared by: Alice Deacy, Secretary . , • � .S1,afl a. �' Piz f�M R r 4 ,, f: i r , • City of Manton . Public Works Department S-Sol Shattuck Ave $ interceptor Saver Schedule a from Mouser way S to S 6th St PVC Pipe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for allltemd,all ertentiorts and total amount of bid must be showm grow unit priced In both Words and figures and where conflict occurs the written or typed words shall prevail) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Mces to be Written in Words) DOLLARS CTS. A Schedule a ill. S menhols, ae Inch Diameter vlth Each extra thick base or flange QQ Po JQ00•00 '5g00 Per den (words) (Figures) 02. 1 manhole, Sa inch Diameter with OQ Each Drop Connection and extra thick ^^ ��tt best at flange a too• oo Otj a00M ST1 .r ,A,.r 1, I Per Each, 03. 2 Remove and selvage existing OO Each manhole R^O W (POO i�5rt[. �'11u>dr� t Aj O�100 •N For Each --�— 04. 700 le Inch Diameter Sever Pipe ,�5F� ��� Lineal Foot (PVC) t h0 f O Par Lin al Foot 05. 50 10 Inch Diameter Sewer Plot Lineal Foot (PVC) �q,00 1 ,200 U0 s 0o O 06. 150 6 inch Diameter Pipe for w)t0 Lineal Fact Side Severe �O o sStr.tirrly ,r u%o 07. 6 is inch a A Inch tan [act, nn �/� /� plAo• 00 7W PAT Eacn f 1 Page 9 City of Menton . Public Works Depertoont S-401 Shattuck Ave S Intercoptor Sever Schedule 0 from Houser Vey S to S eth St PVC PIP* Alternate SCHEDULE OF PRICES !NOTE: Unit prices for all items,CH estent10fu and total amount of bid must be shown. Show unit prices in troth words and figures and whom conflict occurs the written or typed words shall prow(L) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) RS CTS. A T Schedule B Do. 1 Bored Crossing of B/N Railroad �f LuWP Sum Including Casing Pipe Ua �y7O�.00 g?, DOO s .onfrtt hau / — ---- wart Lum Su• (Words) (Figurer' ( L9. Manhole, so Inch Special at ea Oa LOP 5um with E.tra Th.ck Base or rlanga ;f 00.00 ?,071� Pat Lum Sue d yr 10. 344 :Los FounoKlon gravel I �� �O�20 Ton s One f 761100 , Per Ton 11. 2000 Gravel borrow for Trench Beckfill ' �� — Ton S ey5/oU Per Ton 1.. 260 Crushed Surfacing Top Course ^� 00 Ton 5/6 minus I;?. 00 3'X00 t Per Ton 1). 100 Asphalt Cement Concrsta Class B Ton including Paving Asphalt for &0.� Trench Patching SD V s Par Ton 14. 320 Asphalt Cement Concrete -loan B Ton Including Paving Asphalt for Paseaent PVIT l.r �14) / war Ton 1 Page 10 City of Banton . Public Works Department 5-401 Shattuck Ave S Interceptor Sever SchaJula a from Mouser wav 5 to S ath St PVC - Pt Alternate -SCHEDULE OF PRICES- (NOTE: Unit prices for allitems,ail tstentlons and total Lmount of Did must be shown. show relit prices in both words and figures mid when cmNct occurs the written or typed words Shall provall.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to at Written In Words) DOLLARS CTS. 0 A ,�_R T Schedule B 15. 10 Adjust Manhole at Catch entln A 0 00 ^ _ ^^ CC Each to Grade following Pavement d(/�,/ a/t•J OOOrrr/��/�J Over my f Per Eaoh (words) (Figures) 16. 5 Adluct Volvo Box to Grade Each following Pavement Overlay � 9s � f re if �t10 Per Ea 1T. 1 Television Inspection 00 Lim. sum / 060-00 / 000 s e •uo 0 Ptt Lump Sum 18. 1 Construction Staking and ��2. Lump Sum Rs-Built Notes / S,,^�.00 $ ud Per Lump Sum 19. Portland Cement Concrete curd a0-0 nd Lintel root Gutter (Removal and Replacement) �O1W 900— f El Per L tam Foat 20. 40 Portland Coasot Concrete Sidewalk � M�.. Square Yard (Remora and Replace) w.7C,00 600, f-ri-re Par square Yard i 21. 400 Lane Stripe (A Inch wide Continous) e ' L_+mel root +J /_ A/o DCUAes r fs�oo &0 _ Per Lineal root Page 11 City of Renton . Public Works Department S-401 Shattuck Ave 5 Interceptor Sever Schedule a from Mouser Way 5 to 5 4th St PVC Pipe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for ollitems,all eslentions wW total amount of bid must ire ahuwn. Show unit prices In both words and figures and where conflict occurs the written or typed words&hall provalU ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written In Words) DOLLARS TS. U AR T Schedule B 22. 130 Painted Double Yellow Center Lineal foot Stripe (4 inches Wide Each Stripe) s No DOLLMd o 1 d Per Lineal Foot (words) (Figures) 23. 360 Painted Gore Strip, B Inches Wide Lineal Fcot for Channaliration S W AO11AeS it ��00 Per Lineal Foot '4. 24 Painted Stop Bar (18 Inches Wi6l) /. Lineal Foot A4 9e i our! 4- °`�/ Per Lineal root 23. 360 Painted Crosswalk (Bar Pattern N/�� Lineal root 16 inch a 120 Inch Each Bar) /. 00 apO s M 4 1"9 CYO _ Per Lineal Foot 26. 200 Painted Crosswalk (Parallel Pattern 9 00 Lineal Foot 12 Inches Wide) • /38 s nn dal _ Per Lineal Foot B vsinted Traffic ••ONLY•• CIOEA Cn C� Per Fach 20, 11 Painted traffic **Arrow*t.c, S s ll n+Wen �Jo _ Per Earn Page 12 City of Wanton . ►ubllp Works Depert.ent S-e01 Shattuck Ave S Interceptor Sever Schedule B from NOuaep Way S to S eth St PVC Pipe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all Ttems' oil fatenGons and total amount of bid must be shown Stow unit Prices in both words and ftpures and whtre confUct Occurs the written or typed words shall Prevoll.) ITEM APPROX. ITEM WITH UNIT PRICED BID N0. QUANTITY (Unit Prices to De Written in Wcnis) UNIT PRICE AMOUNT OLLAR^ TS, QW&iLia Schedule B j° 45 Plastic Traffic Button Each L Per F.ech (Words) (FSpurea) Subtotal Seheduls B" S 0.11 Sales Tax s Total Schedule B" G d n/' S .? i 7r 7— Page 11 r LWI IN• SANITARY WWI INIMCAt I:N SOW,= AW S (Mower W to lM %I) Cwt,w.! ..Wrt. Inc. IMIHCYNS OAIIY RIrp1Y OP mmilltt. Ime* It" O..trlrtim Wt I.S. Cwnt 11, No. OwntltY ww R. Ita ..........................00................................................................. rn. s.IMt fr.rrin -ONLY" I.M a.DO I I 1 I 1 I ra, rdntw wrnt • ArraN I.eA 11.00 I I I Irtl Olutlt rr.rrvt Sutton I.0 AS.00 1 I I I I . xoi te• i.rituv pe• usuux�Ia sxxnuet xv[ s ixer•r .r to sex ut Centr•ctK: raa•rt• Inc. IYWCigS OIL' [trot v aw+ttt[e unto ttti e••Crtptiett VY�it [St. N+ 0,, [41 '^el•IM 1g... ..... .............K1 .........................1............+n.m.. 1 I 1 I i t I P te. r•Int•tl lr•111e •�lrrey^ !Kx 1 1 I 1 I I .. rto. HwN< trdrie paten I I S 101 to' Wltafr SEWER IYSIMLfTIN SM"%gT, fM S -xoUNr Vr 19 ten ft1 3/ , [mfr KT•r: fm,rle Im. IYVECTMI MILT RCPMT Of OIYYTIttES USED It" biwiptim pr11 bt. Qm Ytltr Y•, ...o....m. GrrM 1lY Used R..rth bit. r•Ihe.R n•rnt ��OYar•• loch coo I I I I 1 I I ( 1 as. hrntfe Traffic ^Rr,ft" each I I I I I i P». HrTlc rnrHe Ituttm Each 1 I I 1 i I • 3l31 S 401 IS" WITMt 111WO 1161t1FttloM LWilp tVF S (WW.r tN to.tn V) conti.ttor: tad.,to Inc. IttytctOtt Dtllr HPNT a "KT:TIFS USFD it" Daac,lPtion Volt Fft_ Fentt I ty Y.. S.alntity U.N tmmorks L 27. hlntatl traHi. "MIT" FK1 S,DD I I 1 i I I S.M. taintoll Traffic •`braa" Sacth ILt10 I I ♦, I I I I I I I PM, Plastic traffic a ttm Face d.DO I 1 1 z(� Y<01 le" SIYI LIr f[1III IYIr AlteilM IMArrUGI AVE S (AMI••. W 1e lth V) CMRAttoa I•C•rt• Im. I11VICTMS DAILY IIAQ•I W QUAMI IILS USED Itw. 0•••ription Unit got, w titV Me. Owt ItV Used Atu•rt• .......00.............uo....ux.uou.......uu.......uuu.um..•......ov........0 627. hlntod rr•Illt "OILY" Itth S.00 I I I I I I 1 2 Te, hinted r.•Iiit ^Arra" COCA 11.00 •• •. I I I I I I rn, paHe rnMic wam Len 0.00 I I 3/31 t-AW It" tAy 11AtY iEllp INSSALLATIN !"BUCK AK S (NMA.r W t. ten Et) talMAttu; toMrit Im. ItttECiDtt DAILY kt"t DI OUAy1111tS USED It to DNtriptian Wit W. DUM1I11, yD' oUwtit, UAAD tYYtkt .u^x.ox.xxe.uou.x.xoxv^e000.xno.^...o..xu..xx..xx.xxx.......... tQ7. hint.d irA/fit "dllY" Fuk F.00 I I I I I I I'M. FAInted troffie ` Arr - pIM 11.011 I I t I 1 I 6.20, 1t Nti0 hNfit tuttm uM tS.00 I I I I I I I I 1-401 IV SAMtiMr MO IYSIAIIAIll 1 1ITM AYt S Ixwo•r N to itn %II Dw1116ttb, A•pwt• lee. IOBSCIOAS DAILY #FPMl Or OWMIIi I[S UtID It" Dourlptl•D Wit W. Qa tlty to, lkwt l tY Wu R~,k. 7-n, r•I.t.e lr•lnr ••plu^ Lrn n.oo I I 1 i I 1 11-74. YOM" Ir•111• �'Arr•.- Sun 11.00 I I I I I 5.20. 01.0. Traffic Wtt•D tun 4S.00 I I I I I 1 1 S- 1 .OI I\" SAWA\1 SSMS INTIALLVION ON1'UCl A% S (it.,* W to 4t0 S') "I w to,: fl~" Irc. ISSalCSO\S DAILY AVQI Of C,Na1I•flt UHO its \eeclletiorn Unit l•t. PMt 11, \O. lame1t l it LIew aYaark. D lf. .. ••aln•fd tre/lf[.« f1..ua.a..al Nk ........\.� '...........a a•aa...a•' I I 1 I I I P!\. Nimed ir•Illc "Anal," leek 11.00 I I I I I 1 I I t rN, elaatic traffic knTan full 1 1 I I I 31 r col Il* wl4•. WWI 1I274tt\/Id SMII11C\ •N C t•0u.r W t•lth s'1 CmtrK t.r: pWrt• In(. 1111104IC1Oq D.IL. Mr0•I O1 DV.hl;llts V"D IlY pMff 1pt{M wit ht. wYq 11, N' CuntltY ww \YN\• ow«xxxxx«x�um.r..o«.ox♦..♦x�xx.m.«•�x. xo�««♦xrx.Y�•m«.•uo 61i. hinl•/ t••114 „OIL.•• 1•M 6.00 I I 1 I 1 I I 1 I 11.10. hlnt♦I tr•ffl• "M.•I^ lYt. 11.00 I •• ' .. I I I I I i ♦ .. 114/. nYMe tr\n 1. wum tIM I I I 1 I I Z�? t l01 1\• tMI1Mt tt1\\ IM11M lMllgl SMIIUCC AN I (Mp eo W to ttD 11, DM1OMtla: \MYrb IK IMVCCip»DAILY Mt", of DIMMtltltt VMD It" ONerlpt rin unit W. Mmtltt A• DMnIffv I%" MMaRM ww.n.w.w.wnwnw.........n wwwwwo wur nw. \•!7. NIntMI trMl/:e "%I," t«D I I 1 I I 1 4». NIKN trNtle �•�rrwP� eKM 11.00 I ! I 1 1 r». Mtrttq tMltk \IrtgO Ia. I 1 1 3/?, i .0� 1[" WIIiMr Kxlr Ixf r......pY [xATr'JC[ AK } (Mew•r W to lth [Tl Cmarta: r•e•n• Irc. IxiNCTWj DART r[PMV K lVANT1111%Nfb Itw tlNtrlpt yen wit tW O"t 11, N' QU Iltx IN.G rwerrr ♦.A.N.Np1♦♦p.NNnN....♦�.NNpN.yp�♦♦...p............N.....uppNNNN........ [`Zt, rrint•r I.rrfic .10t1•' [Kx [.(M [•1�, rHn\N t.♦rne `�rrrrx^ belt 11,W � .• I 1 I I I I I I .. . 8.79. HNUe Irr111C Wttm [Kx 41.0 I I I I I ( t iy w• QNIttIY tttll• I11t11LL•IION tM•IIM •yt S (p•WN w m to to C.IIKtM: tufRH Im, I•/PtCTMS 0410 ttr01 Of "NTI,ISt Ung It" Ii♦•[f 1ptlm wit set, •10111I tY No, •urnt lit, Wed t•11•1I• m««««.x«.u.xuumx««m.«xx.w...x.««....x..x.x«Y.«•♦••r�•p•�yr ••R7, r•IntN IMlilf "WlY" t•d t.00 I I I i I I i I I r», r•Imw o-.rrle `ut.w" t•M r..ao I ► I I I I I I I .. r», rlrtl• tr.rrl• 4nem awl I 1 1 I I 1 3/1 1-101 10i UNIIMy MH0 INII0tt.110N IU1Nft 0VG I III~ W to NN Ill Cmt IV I Nptyn• IK. INYIGIM putt gyps r' q Ijllll UI(0 IIaI 0Ncrl Ntlon wl .•1, hYNlty �• nv -1t, mod 0og1N.N .NiiY•••NN••,YM„yN•i•iiii�i.N.Wi.,•Niw i..�.. .ii,fii,,,,,i�,N•N,NA,N••iNN 1 IT. olletw Ifo1ll< —olm " 00 I 1 I I I 1 I 1 1 b». Ooirtw I"Ill, `Mtrw" ISO 11,00 I I I I I I P», olmuc troflll Wuon IOM 9.00 I I I I I I I 1 i 7/?, F401P IN *""ANY WWI Itl411AI10M IMINCt A49 S tNu.w W to all PI C.nt'KW Oadtrtt Int, IIMNCdll CAut 111gr M IUI11It11t vuu Itw tl.tatpttlb Wit rat. Oioo.t{tv 40. biwAlt. WN 11M.'s owxx..wwx.wxwww••w•wwx.w.w...Nww•.ww.«.a.w.��wwwwwa.♦,x.xw Pt7. hint" I"If" "dttt^ Iwe S-00 I I I 1 I 1 � 1 I IbN. OOIMN Ir•flit `Mrrelt" CM I1.OS I � I I I 0.0. Ol.af< trtfllt Suttm 4M SS.N I I 1 I I I I I I s 401 10• SANITARY SEWN 11144 Ut 1, ""U([ tN s IMauw W to 41• Sry C.ntr..to" Q0,10 t. tK tMMttlaal WILE tt•pt 0. WWI Its MD It.w O..crlptsot lnit lot. PYMIt, N. Nuntity U..O Nr.•. ««....«.m.u« ..........«......««o...«.««e«..««...... .«a«....w..•r. P}t. .Nniwt I'aff" `•OIUt" t.M 8.00 I I I i I I I I t.ae. .a.ta t..rrlc •vtn.`• tads n.aD i I i 1 1 I I 1 t H. .t..ltt R.rrle miew, two I I I I I I 3/3 S,101 It' SANITARY %jWl In"1111:1 tMtta(t 11 S (Ypt.r w to(M ST) cmvr«ter: Ra rt. Inc. IYSA[CIMI DAILY RIMY ar q Jjtj, USED It" oauripHm Lek W. owti tY Ye, ( titY aacd YYrrks 4 tT.•hlntYd iralfieM'•DYLY•••et'a-••T-[Kh ...n...... ••••••................ C.6a ..�.f Y-M. hlMas inN4 •'{rrw" [aM /[.W � .. � •• ' 11.29. elastic 1rMYle mutt. Each {f,OQ 1 •• •• 1 3/3 S-01 1S• WIIA'T tm[e INSTALLATION tMTTMS AVE S (Houser W to ttH ST, fdntnctor: Roderte Im. fNMCTORS DAISY AkPMI Of "NI111tS UWD It" DMrrlDtim Wit Rsl. D tltY ft. QUWtftY Used Remarks ....00.«..m........«m.......... .....................................I .......... S-M Pe loud iteffle "Mt P' OKA 6 00 I ( : I 9•20. PeiMed loffic ` Arre ll FKA 11.00 I I I I � ( 1•21. Pteetie Ireffir suit. FKA 4S.00 I •• I I I I I S-{DI le "WANT MWN INSIAUntM SNtIIWK AVi S (NWn. Ny rn +tN Sry CmtI K tar: OWwo Inr. INSMCIDNS DAIt1 NNPoAI Dr "MITI" VSND It" DNtriptlen Unit W. ownt i ty M . awfity VICE A~ks ...........a.................................................................................. a-:r. ..int.Q trNyllc 'IMLVI, bM 8.00 I I 1 I I I 1 I 2-24. ninth 7nNle I I I I I 9.29. %.nit IrnSic bitten bDN Ay,� 1 I I I i E WI le^ f tltkey fewe InTklkkTiw fMTTU" ky[ f (N .r 6ty t. ktM Sil CmtrK tor, k.D.rt. Inc. IMMCTDef MIU ll,"I DI "NTRI[S USFO It" Dner iptlm Unit W. eu.nt ity Mo. a ti ty U..D N~k, e aT.•rant.d TnL I< ••d1N�........«.ol K11 ...«...... ..'........ .................... e.w i i I ' I I P)e. r.IntM IrKrie "krrw" [KM 11.00 I •• .. I I I I I I r te, riKHc TnHlc euttm [K11 k5.00 I I I I I I I I P401 11• {ANItAIY {{me 1Mt1AllAYION SNAPIIC[ AVE S payer try to Ata ail COl.tfarton RarA.rto la. INSPUTMI DAILY 41PORt Or NMYfltl[S USRO It" Oncr I Vt IT MI, {at. QWoti I ll ntItY Mod RM�rY. 1 Iww.w«...«««....«♦.........«.«......... ....m.« ««+«wr.........ws Spnrlt C~t Clmrlt. Ieaa R tan 100.00 Iml"1m PAYIN A.pnNr r.r POYN.Ynt Oven, I 1 Adiml Mahal. or cetcn 1AAin Each 10,00 J •• •• ' re 1re(le lollanry la....ft I ( 1 Qvvrt, 1 I • .. M)yt valve 1w t. 0ra4 tarn 5.00 I I I folt"Irtp P.Yelr^t oYer4v I I I I 1 J 1.17. glpi-.ion Impaction Sm 1.00 •• 1 1 1a. cJNt.UCtiM stw, AM Lmo sYll im 1 1 A.aunt Net.. I I 1 I 1 I 5,10. Yortlam C~t Canrf.t. Cure am tln..l r"t SO.OD ( .• •• Wfbr P1.Anva1 artl RpleceNenr. � I I A N'?l, rOf RNrlp CAirAC C01KrNt! {imnall SQyer1 YIP. 40•00 J •• J I (N.. . ow, Rplara) I J I 0•tl. lam {trips (A Imn alb Cwtlney) Orel 0", 400.00 I ( I I I i .. ; 627. blot"Dahl. hlldr CMNr llnal root 730,00 I I J {t"m (l IaMa Nile Fern {tripe) I I � � I P07, hint"tor! 1111p, 0 ImMe Nile Cimal foot 300.00 J 1 for MerNiNl leetlM I 1 1 1.24. Faint"Stop Mr (14 ImMe Nld, 11nMl root 14.00 I I 1 I I I I POS. Paint"C+w.WIN (ter pattern lima) root 360.00 I J 10 Into . In ImN Saco Raf) I ( 1 I I I •. P}R. him"aroeelelA I00n11N raetern Umal r"e 300.00 J I 1 12 Imn" Nil.) ( ( I I 1 f 40+ IP Wil.11r MAR IWALLkIIDM tMTY%Cll kart S («owar W to 4te ti) / crntr.ttar- asdart• Is' IMSNC1011 0411t WPMi M slNMtltlft OWD It. D•.ariatlaD Dell tat. ►. "" Me, aA//t l I, Listed ►save .•...o.....................................•............• ..mm.............. ........ . ► I♦, it"holl C~t Cali Clns a tort MOO IntIWIM slim aapalt for 1 I I >agYnt Dwt(oy 1 b1M1 MaMatl 11 C•Ite a"ik 14e/1 MAO 1 I I to Srads o1lssi«►powaset I I 1 awrtM 1.+n. kYJAI Val. 10. to craso tMtD 5,00 I I 1a11aMto►pa.a.ort Warloy I ( 1 I 1 I ►.I2. IalavialM Irswtil, tty$0 1.00 1 I 1 1 1 1 I I I r test canatr,stl.+ ftoatp used A.-Wit "o. 1 I I a +C. w.ct.rd C.nanl Coll-lo Cure" Orool rent 50.00 I •• I I w1w (aww•t W a.pl.aos " I 1 1 I p70. Porelona C~t Ca.CNo SidswU SOuoro tared 40.00 (lap..t alld kept Mot I 1 I I 1 141. Lars, Stripµ Lae VIds CMOM4..) Llro.t ;Mt 400.00 I I I 42t, Painted DoWI. lsllw Colts, 1laol IMt 730.00 I .. strip (4 Iroka.Yids fat# Strip) i I t 1•fl. aslM"Dar•Strip, 1 Inekaa Vida tiraot last tM0,00 I I tar c►one'gatian I I 1 bN. hints!stop Ur (is laen Ylds) 11root Foot 24.00 I I 1 I I 1 4-M. palmed Crpswlk (gr sotorn treat Foot 3ao.00 I I I 11 IMN . 120 Im Cock br) I I I P26. ps(Md CCMYMIk (paratoi 01111•rn 11Mal Post 2w.00 I I I 12 Ircli"✓Ids) 1 I I I s 401 Ill- WIIIAMI MAN IM IUL1110111 e,,Re1♦UC. A 11..., W t. 11. 1,) / C,ntre,to,t R,O,rt, Ine. tMSKCI Mf DAll, RPM or 1114,8111111; mt) Item Ceaerlption Unit tel. M tltp b. IYanlity Used Remarks Lx xla...nA.0-617em xn.n♦1x.x Unux,.x.mxnmxx...mmn•♦,eemma.Pw,....xxxx... I leer 310.00 I I xl Inel Win,Pain, A.nn.it f.r I I I P.cwrnt lherlev ( I PIS. WIWI MneNott .r Catch ReNn Race 10.01 I 1 I it tract 1.11.a1n1 M•wmant 1 I I 0~1.t I 1 1 2•1e. Wlitt voice Iu t. Grae, IIch felleminl Pavement Dverl.t I I I I 1 P 11. Hlblffm In.ye-ti,n LMM so 1.0 I I 1 1 I 1 I I I PN. ca tr¢tim Iksaiq ww two sm 1.00 1 Aplullt Mat.. I I 1 I I I 1 19. Mortt rie Cam. , Core'Ott Curt and lln.al root 50.00 I 1 Wtter (I•may.l W *"kW~tl I I I I 1 1.10. ,.Mani, Cattail C,ncnt, sicwatl slyare Seri 40.00 I I (wacc, ane R"I"*) I I 1 I 1 1 1.21. tend Stripe (A Ir Wide Cantlrout) lineal Feat 400.00 I I I I I I 1 I I U. faint"D"l. t,l In Canter Lintel F", 710.00 Itript p Inch. Mlde sane Script) I I I I I 1 a 23 fainted Gore strip. 0 1,no,Wide that root M0.00 I I far CMmi l let.an I I ! i Pit. Painted Step Val (14 Inch., Yid.) liiwl rent AM I I I I I I I 1 6.71. Point"Crwewti (mar Pattern Liroat 1.,t M0.01) 11 Inch , in Inch IWf Par) I I 1 1 I I 6-1e. Painted Creefirla (Parellfl Pattern tingi feat 100.D0 I .• 11 Inches Midi) I 1 I I I I L A01 11` WIIMr s!V[t INSTAUA1IW SUTY s AV1 I (Weer Ny to AN 11) font colter Ped.ri• Ise. ItIMCTMS bAIU R[Mt of ok"liyl[s "to Itw Dvarlpt lrin wit rat, luant It/ P0• Quantity used PA1rks 11A, A•pAoie CeNwt C•MreN Cle.. 1 tan 7T0.00 I I Inelanrrp Povlm A"A.it I., f PeWNent Overt" I I I 1 11. Adjwt porltebP w clitCA Satin IKA IN,00 I I I to Greds Itillwbg N.yw.r.t I I I Ontrloy I I I 1.16, Adjust Will"le. to Close 1PPIl s,01 I 1 1 f.l lwlo/Paglerr4 orall" I I I I I I 8-ty, leler4lan Imprtlon tap SNP 1.00 1 I I f 1 I i I I 1 18. Cameruct ion %Ilind rr0 tup sw I.08 1 A. wait NON. I I I s 19, fdrtiond C~1 SnMNt• Curb and drool root 10.00 ( I I Gutter (Rwor.i srd.rolawnq ( I I I I ( 1 M. Portland Commit Concrete sideV.lt licii V.m 40.00 1 I I I I 1 8.11. Lens strip (• Inn Y14 Cantlmu.) timoi feet ioo.00 I I 1 I f I I I I e-3t, Pointed Bwple g114 CenNr anon feet no.Op stripe (A Imhol Vide Urn strip) I I I I I I D}7. Pointed Core Strip, 8 IrcAee Vide Lineal root 160.00 for CAerorl llet son I I I 1 2', Pointed stop 461 01 lWhn Vide) Urrat feet 7A,00 I I 1 i I I I 8-21. Pointed Cras.wlt for Watts. limn foot 110,00 O Inrn a 120 Inn sub tar) I I I Pb. pointed Credewit (portlttl Pattern Lim♦l fwt i00.70 I ( I it intMs Wse1 I I 1 IL401 1Y IWi1AS, MM1 I►11Ak1at101I SWING,AVE S laaw.r wk to atk at) Z / cMtmCtw: Roden. IM. IYwtfiNI DAIt♦ U"' or p1AYtItI11 UM Itw Dna+lt•lon � v en, /"My w. ttwknt ito Ua141 4~1to P ta.•AyMlt cwm•Cercrete CIwA.'....1,.N....n.....•JM.00 �•....•..I•.......•..♦.„.....' IMIWiM rwlM Awp.it for I I I p.,wnl overt., I I I F ls. AAlwt MOM lq or Cola Dwln tub 10.0o I I I to areAo lott"IN r.vwmt I overtw I I I 116, "JUlt Y.Iv. Iw to Crew taco 5.00 I 1 I f.tt.I l pw.p.nt avert.v I I I I 1 I SR, hl.•4ton IMVertim lUip [w t,QO I I � I I I I 1 1 I1. awtrucilM tteklnl wa lW Sw t.Od I ,• A. lwtt wte. I I I � I I I.to. per""C~I Canarot. Curb end 11M♦t 1xt !,DO I I 1 Cutter 41.01 oM aplacwatl I I I 1.20. "rtta twat Concrete siel ik &Cosa vaM 41.00 I 1 1 teww "Aoptaa.) I I I I I I 1.21. lw It"M It IMk Wdo CantlM ) Nowt Foot: 400.00 I I � I 1 � I I 422, pasntod Dealt• hIIW Conter uMal Fall 7`10,00 .. .• Strlpe (t IMDN wide face Str1pa) I I I I I I 627, hinted QOM Strlp, 1 IMDN YIW linwl leek 361.00 I I '• I ter 0Mr.Ml111t1.n I I I P It, painted Stop to, (11 IMO.a IndN llMot Iwt 21.00 � I I 131, painted Crw.wtk (Ur pattern lineal root 760.Op I I I U IMk . 120 IMA loch ►at) I ( 1 IQD. polnted Crwswlk Racal lot pattern I.IMoi rapt 2woo 12 IMwa wide) I I 1 I I I t e01 It' WMITt01 IMP IMOtatt41104 SPATI00t AV1 I (Mouaa. My to it. 61) CostMttarl tadotto Imp INVICTOtI "it, IS MOT w OIMM111111 um ItN De ri►t l an Wit I-+. NMn)ITY w.................m................•.....................«..... .......... m«mm«a« Pu, eaadatt C~t Cemrm♦c(ao t ten 120.00 1 I 1 1m(ud(m pwim a.pMelt lot 1 I 1 Pa.Ntet pv.rla, 1 1 1 DU, adSWI, M.Mol• " Cotrl, awn eotM 10,00 1 1 ro ltadt /olleriry p..a.am, I 1 I OntiaY 1 I I t•fe, ad(uat Vot« to. 1. Grad♦ too 5.00 1 1 W100,14 P.V 0WWIf D+url.y I I 1 61L It)wlMlan I ap•ttipn a sun 1.00 1 •• •• 1 ! I 1 I 1 t +a. cma<rutt ran tt.a,ry W luq tun 1.00 I 1 I katuiit "m I 1 ! I 1 1 P tap p♦r 11aM C~I Camrat• Ourt•el, ttnwi Fast t0,W •• Wibr (ew ": arld Mt�exenU ( ( I I i 1 Cr 20. port land C~t [memo Si dwHa $"to Vold 40,00 I 1 Itoaova .nd eapwo I 1 1 I � 1.11, tale strip. (e IncM Midi tmtlnm.) thmal Imt 00.00 1 1 1 I 1 1 I a'71. painted OvAlt IN tow Costar Lineal toe, )]0,00 111(pa ie ImMea Mldt Cots SRIpH 1 1 1 h17. Palmed two ett)p, a Imbot M,dV tir».) Foot M0,00 1 ( ! ter CM.rr,tura<Im I I I I I 1 PR. Painted Stop ar tlt ImS,. uldu 11rmal loot U,00 1 I I I I I I I'M oalmod crNMwIM Car pattern tlmel root 311.00 1 I 1 Is Imo a 120 Imt tall, ter) 1 1 1 I I 1 bH. Painted Craow(a (11r.(tot Will, 0,01t toot Milt I .- � •` � is I,+eMae Vide) I ( 1 I 1 I bltl 11^ "MIT"T 1Mt 1Ys1AtCA110tt Iaa111Kt AK I (aa,r,w ih to ite Il) Cmv♦atar. I0110.1e be. Ie1PECTOts Oailr "KA1 Or GM VIIIrG UUO it" Oaaariptlnn W11 let. Ourtrl tY w' WMtity Uwt A~hs .....«..«.«.•....,w«........,..«................. w 1 14, aga.alt Cent :nrcr.N Ct N. a rM tjl,ly I I 1 IM1'df's raviq a4pAat1 for I I I Pavement ( ,I, 1 ( 1 b fs, blul eMMH• w CateA /qrn seM to.00 I I I to Grade fatt.1rel P.vam•nt I I 1 a.rtw I I • .. I 1.1e, Apjut Yalw lip. to Grace tare S.W I I I fallwim rw.rt Owrby 1 I 1 I 1 F 17. lalpelelm Inlyeat ion 1W Iva LW I I I I i I s Gw/reraon stetlry and tup lu 1-00 I •• � I WWI It 40%" 1 1 1 I I I ♦ , rwtla.e Cram CorerRe Curs nra 1iMa1 rapt 50.00 •• I I WttN gwac Yf1t{ b t0, 'aril one C aemt Cantrett lineal th stwre rw0 40.00 I (te ew ana aaetaae) I 1 1 I I I • a bN. tene stay, (A tope v14 eenti'MYa) lineal rope 'W,a0 I •• 1 I I I 1 I 1 1 rtt, Painted pawl. ranee enter 11Mat rpee eno.w I I I stripe (• IMeea Will,Ims stripe) ( I I 1 I • , bil. glntad Owe Strip. 1 lrlellw Yidr ifMel toot 160.00 I I I IV ChM ilaNIM I I 1 I I I I-14. Pawed stop/w tit Imaaa vib) UMal loot 24,00 I I I I 1 I I • .. a b 15, biniM Crwawu Oar Patter,, uMei leer 160.00 I I I it IMe . 110 lime tab IV) I 1 I i I 1 brim Ia1ntM Crwawll (raMtI11 eatwrn UMaI /w1 d00,00 I •• I 1 17 IneMa Ylaa) ) 1 1 I I s deem u• Wnmer t1Ve1 Iesuuenfe slunuc eve s aaw•r w ro.ro Sp cortr«ter: eefWte Ik. tee CIXS a11tr 111IMY W OWt Tits Mo It" eeeerlwetpr wit fit, e.p.tH am• Grnt ltT Una wmprma ...»»..........«...........««..».«.»..«....»«...............................«...... 1-la. a1/Mlt C~t Ce.t«te time, a ttw l20.Oe I I I I.et W,re Partite aseeei, le. ....meal IM.tw I 1 1 e.1s. "Jimmy ow"l. Or Gt" on n fee 10.0 I I I it err, fotleeiq Fa.pwt ur♦rier I I I P%. "Wt vow se. t. 4rai early 5.00 I I I lelleeiry heveeea Uwri., I I 1 1 I To«isio lepe,ia imp Sw Lao I I i I I I I I I e•4. ca,la ,uct:T stalirq pal imp Su. I.Sa I I I A. 1.111 veto. 1 1 I 1 1 I 4.19. PortiW cape., cadent• Cwn w tirval teat $0.00 I 1 4a•ur (Ill , si "owl Waee.ro I I I I I I 1-10. aertlaW Ce Cetre"ll Sidewtm aewre Y#" 40.00 I I fleerne aFtl IlNlwa) I I I I I I 1.11, 1" Strip (i I.te Wide Ce.o,pue) tt,wl Feet 400.00 I I I I I I I I I e41. Mated Dealt• Solo Carta, li,wl feet /50.00 ( 1 fRtp (l uve♦. via cats Strip) 1 I 1 I I I 1.17. ool.tw care stria, a bceea vide tiryooi root xf.00 I I I /der cn«rallanm 1 I I 1 1 I bx. mounded Arm IS, tie Im", wife) u...1 feat 21.00 .. .. i I I I I I 4M. IN.t" C,.««Im (IW.atw,, Oftai Fwt SW.00 I '• -- la Intn . In IrcIN TWIN Ier) I ( 1 I I 1 1•Ie. hi.toe crpa"U 401 iN eotteri lisp! feet Ie1,oa u i.cets wiee, I I I I 1 I L 401 ip Ia11t11y 11111 I42Tat U,IM %"I?= IM 1 (Yowtr yr to atn %l) 2/.3 cart%l"tw Cowrie Int. tW%KCTOat WILT 11P01T 01 QOAtIIll% Left Itw Mu M1Ptlan Wit ht. OWnt l ly M• Irpelt i to unit aaperks •••••••••••••••• 0-14. Wnait cwlro c r l*,* tine 1 »••»••»••••••3w co I Inttwim onlr�l a.rntl, IYYMYI.t Overlay I I 1 "I. "Jiist mamo1e at" Catch I to fete • .00 I I 1 to area, Tatpeiq Pamper, 1 1 I Purley 1 I I 1.11. pdiwt yalm 1n to Glees IOM 1.00 1 I 1 roll«Ir1,poor, *Art" I 1 1 1 I t L 11, hlpluan leyaatien .up tw 1,(p I •• ( I 1 I I p 1 I V ill. cenetr im stales ont tlep toe 1,114 I .• � .. � aPbulkI Mtn 1 1 t 1 1 1 to PTrtte'd 0eeelt cairns cwe elm Omit Feet 50.00 I •• J '. Wit, (*aorta aM IMlotw.•V I I 1 I I I a.20. PM it Trip Copaq COTT,Pete It tamale $",a Taro 40.00 t 1 taea»w Tres hPlore) I I I 1 I 1 6.21, lone stripy (t Into Yiar twim,a) tlntol Feet 400.00 ( I i 1 I it I 1 1.21. Pemtea east. Ton«torte, uepet root na.00 I I I %Trip. (l IrYMa via.er11 hHpa) 1 1 1 1 I t 1.25. Pointed Gera strip. I (tall"via tiM l hret U0.00 I I I for CYarelllaallan I 1 1 11-2a. Pat,'" %t"16, 111 Imm,v,w> urea rue, A.M I I I I I I 1 I 11'25, palmed crwemle (M, Felt", brat Feet 560.00 is In[o . 120 Inca tarn earl I I 1 I 1 1 VA, painted Crosamtt laerattN Pattorn unto( root 200,00 .. 1 12 trier. vim) 1 I I I 1 t{E�7M 41111Mr Uwe Is1Mll-toy f.Ai 1VG% iW t (xvw.r yy to All, tl) OMtrKlK; [w11rr. tro. MOICfC41 DAILY 110pt of vowmN um Itw oHCrtwigt unit tat. 01wrt l to N' Owntlty Well, lwYrko ........ ......♦...♦......•............................Ha.....................♦..•.....•... b){, AgMtt Comfit cm,'." C(... 1 TV, 320.0 I I I )rcl4[v+0-0-4 As".lt to, I 1 taww.nt OHrlw 1 1 • .. p/1, Mlwt Mr[ra.K GtM tom fKn <C.DO Iv Are& 1o11w1ry P, I 1 1 UHrlw 1 1 411. 14)MI Y.IH lo. t.Lf.w [KA lnllwlq AAYlwlnt N"lAy 1 1 1 I I 1 • , L 11, Llwt.l.n Irwp/tlwr far r t.W I I 1 I I { I 1 1 • . at1. Carwerurrtyr feNlry u,e iw WWII Y•r., 1 I I 1 I 1 L IC. PORI-xt fri•.nt cavgp Curt. M Nnai root So.W 1 1 Wit- urwoY.t vw twlKnwou I I I 1 ! 1 h tC. titwo,"l cwgt Ctnerae llAlMik iawN Y-C {C.W I ) 1 I ( 1 Arm • , lwr ttr;q It IrKA Vitl. Coot ircw) tlnHt loot aW.oO 1 I 1 1 1 I I 1 ♦ , Pti, Ninth 011r1,lot lw Ctnbr Und iwt 730,00 I 1 %toil* IA Irf"n YIb%Kx strip) 1 1 1 1 s`tS. Nprtwt MN 1trIP, ! Ircx..YIN 11rW1 veer }sO.W for tl:ONNolittl<m t 1 1 I 1 1,24. N1nt•E 1t"sK fig IRA,Via) 11"i f"t N0 0 I � •• ' I 1 1 I ♦ .. i ivintw a•wlk (44, x•turn Unpl foot U0,00 ( 1 1 t1 lo[a x IN Inrn ban!.r) I 1 1 I 1 I l M. .dntM C'.Rwlt (Nrrl Ul Dkttlm 0n1101 tl*t }W.00 I , it inen.s via) I 1 ( I I ( 6.401 Id^ fool iblY Uwe IO►tµttttm axttfllcC tot s txow♦r W to ttn 41) � /-}~ Cpnlrulere todortt Joe, it"tBapt ttllr "pWl 01 OIMo11111s Unit It" O"erlpll.n pelt to Ownt4ty No, ............................................................nt lry .00d !alrh CoeO$ .... ...we.••«a••xw•w.•..«u ►•/1, b"nat 4•wnt carHb Cla" t s?0,00 I 1 1 IMlwlrtp •wfry tppMlt for I I I Po~t Mrle, I I I P 1), bdlwt N•Mol• or C.<rn Wm [Kp Ip,pq I •• I ( to 4r00 follw)ry P'000Mt I 1 I Goalie, 1 I 1 Mllwt Wlw ►as w tr"e tKn s.W I 1 ( followl"potownt Arort" 1 1 I 1 1 ♦ , P 17. hlor(1)m Impoc Uan Iup sue 1,0p I 1 1 I 1 1 I I I Id. coe•trwtlpn stttlrp .m luT sun !,0p I i N-Wllt Met" I 1 le. .ortt•nd CMeM Carrot. Corp old uMel root 10.00 1 ( 1 01AW (o••o"1 od aod" "t) I I i 0=20. Irortl•M crawl Caltrote isdoolp aw•n Vold 48.00 ( .• I 1 Itap" atd Rook.") I I 1 I I I 1 :1 I•rx f.rlp 14 IMA vlOe Contincw> Iln"l foot 460.00 I 1 ( I I I I 1 1 l 17. o•Intaf Dahl. r•tlw t•ntar undo Feet nt.to I 1 1 strip t1 loot"Y)O•torn vrfpol I 1 1 I I I 9-23. Hlntod core strfp, t tbw:Ms III* Iltt"t r"t Mo.00 .. + -• ter chAMVAI •t la. ►'dt• Mtntod►tap Me Ilt IMM. oleo) tlM.l root 24,00 I •• • .. I 1 1 Ptt, polntad Cr"t"tt tltr pK1•tr t Imal foot umo It IMn • IN teen c,rn •.r) I 1 i 1 1 PM. dtlntt0 cr"•wlt (pdrtllN ry1t•rn IIn"1 rapt 7p0,gp I ( 1 it IM1" Yltldl ( I 1 I 1 t Z�3 4 INTPeciOAt all, " Say w '"hilts utt0 PN1 1M' AMIfAtM itlM1f Is41AlUi1Pt tNhilum AYt s txaw•r W to ath tl) Can""",i h.Mrts Inc. llnit tee. p tltY fe rra* 1NN pager iPt laa geniltr Vaed ................... .. . Va. ..................................... I •I ................. ....o.....• im 120.00 I I 1 e•14. Agh•tt CeeentYC•reer•te C1N* t I I 1 IY laving p"I'tl A.IYeIt fen I .. rrveNene pwrtw 0.00 I 1 I ,.Is. tow et•nnele er Caten Naen tNh I ; 1 to CrarM follwtM P.af.*•d I •• ",lay ' I ta.h 4.16. AdlNet Yet- t•x to�oreanUeY 5.00 1 I lot,g ," PP'�•PAn I pI 1 1 tu. I I 1 p1T. Hiwlaen InwPereim 1 1 1 1 1 1 l rNO 1.00I I I 4•lf. Cpeeruettat tnAtro and 1 I Arfune Note* I 50.00 1 I 1 P 1•, hrttand C_l C*rsnttr CUrp and Lineal re•l 1 1 1 Weser PeNevd .rd avet.carwrti 1 1 10.00 1 i I p 20. rortl*rd CaNwt ryrtreU SideN C•ere roeall 7 I (.eepve aM owlacel I 1 1 I I P 21. Lane iVip U loco Nib Cmtlrou*1 linwl rope �00.0o I 1 1 Center lineal foot n0•N i i 1 P22. hinted 0"t•let' ae to Wha vide l.,:n 4tripel I 1 ftrtpa 1 0 lore e .* Yid. Orl loae 360.00 11 i I P21. hinted con 1"'I" 1 for Cnwel ltN len I 1 bN, pointed Rop Ur (14 IrcM•uld•1 llroal Poat 24.00 1 1 ♦ ,..at foot P tS• h1Med CPO uv.i• t . alwn I I 1 1t Inrh a In Inch i. I 1 1 1 4-26• hlnM CWsNe11 {Mral lei P•enrn 41nN1 tent 400.M 1 1 I l2 Inches III"I 1 S 401 18" SAe!fAAt SFW[A IYffAI.. .ION SMAIgI,Y AVE S (Mower Wy to Aih $I) Contrett.,, model'. Inc. IaSPECIORS DAILY AFPpi= OF oWWliti[S US[D It" Deurlptior Unit Lot. CAmorib tY �. OUAnt I tY Unep Ae.1rle. -tA.•Alpo,t•tw,ne Concrete Ct«s [ ' • ran'••=.«•••320.00 •«••••��•«+m««««.=«.i lnciWiry PPvhp Aaphatt for I I P.Yirnt D.Yrt, 1 I I L iS. kiwi pemeoie Pr Cow, Au in Fech 10.00 I to Drip, 10[.IN hva.Ynt I I o.ergY I I 1 16. Apiwt Vet.A. to G,Ap. F.h S.w I i 1 Tolloolm Ple eetelt O.rt.Y 1 I I I I S.17. T114vi.i. Ivp.ation Luau SUe 1.0C I I I I I I 0.1e, cantructi. stem, ANY S. 1.00 .. Al-AWilt Mot" I I I I 1 8-11. Partiend C~t Cor¢r. . Curt Intl Llme.t root 50.00 I I Gutter (Aem«I Anp hiller. K, I I I I 1 6-20. Por11"Cte,1t loncret. Sidewl, Severe Y,M 40.00 1 (AAw,Ye AN wept..) I i I 9.21. lame Stripe (A Inth Wide Contimw) tine, Foot 4DO.00 I I I I 2-22. Pointed DoWI, rell.W Curter Line, Toot 730.00 I I I Stripe (A Inches Wide cwh Strlp,) I I I 8.23. P.Intap Gore Strip, E IlhH Wide Lime.i font 360.00 • -- .. for Chwriitetioo 1 1 1 I 1-24. PolnNp Stop A.r (1A inch., Wipe) lines: Feet 24.DO I 1 I 1 1 i I I I 8-23. Pointer Cro„WAIA (so, pattarn Limeat Fwt 360.00 i1 inch . 120 Inch [Ash as') I I I I 1 I 4•26, hinter Croo.wiA (Perall, Pattern IJme.L Toot 200.00 - -- 12 Inch.. Wide) I I i 401 IM SMYItYt S(NL Ia314LlATiq SIU'. ICa 4Vl t t%", La 10 4in III) L / CMtr4pt0r; IoOvt. la. Ia3KC1016 CARY "MI 01 4VW11111t um It. D..vlptiM Unit 4t. 0wntitY .o. awntler Used 1oMH. ........ou...•.......a....00v♦.......e e...... ...... .. .......mm.x.o.mn..e♦ pLL. 00alt Cw t Ccrrr.t.Clsn a )m 320.00.1 , t iro(WIN Pnim .ya.v for I 1 I ...P..nt Owrlq I 1 i adila 11Wro1. m nun 1.4i0 IKn )a.oD I 1 t to Wa04 f011wiry P.�t t 1 1 Owrl W I I ,4JiUPt W{N IN t0 "r.M IKI, 3,00 J •• ' 1 fotlaiM PrAdw voorin I I t I 1 12, SHWHt" lnaportiM l.Pp SM i.00 I I I t i I eta. C~rwtion stn" ant 1u Sum 1.w t I I Am-built sates 1 1 f 1 f a-tv, P.r U.m Groot can•ets Caro Kb LInNt root 30.D0 1 •. 1 Wlt.r (L.sov.l ot10 ewt"~t) I 1 1 I I I 1-20. POrelyd C.emt Canor.[t sid.wlk 4Wsrs YKtl 40.00 I t 1 Ur)v. Nd Rmiov.) I 1 I t 1 I S'21. lur Strip 94 torn Yiw CM111 .) LiM.t font 400.00 I -- •' ' I t I 1 1 t ♦ -. 1'22, hM1M Op4l• 1.11w CMS.' LfM.I Loot 730,00 strip. (4 IaMa Yid. CKn !trips) I 1 I f I P 23. ai)@.d Gore Strip, a fan.. Woo Llns.t root 360.D0 J 1 1 Isr Cn.mrl�atlm I f 1 bR, palmed it, or Oa Inrb. Yids) Lln..t foot 24.00 1 I 1 1 i I I 1 I A.M. P.indr C.on ik to., Put.rn LIM.i root 360.00 is lan . 120 Inch Toth I.rt I + I I t ( a•2s. Folntod Cro..wlL (P.nl Ul Pattern Lirwl root 2DD.00 I 1 12 tan« Yfd4) I I 1 I f I 1101 10• SA.IYISY SORA IWIl%LkAIIC% SIUYIUGO AW S (Mouser try to Alh $I) Contract, eedaree In. IYSWCTOSS DAILY RIMY Or QUAaSi`IES USED It" OAAwiptim WE Eat. 6"0•, a.. 0wntit7 LAW Remark. .............»e.••...•».»......»...».»...........»..,.. .......»........,...»..».�.. P 1a. Reph,lt CAAmnt rem vte c1uA tl ran 520.00 I I I IatWim ReYI'd Asphalt 4o1 I I •weamt 0Y.r1a, I 9.15. Adjust IYMOi.or cmc "Rio Each 10.00 to 0rae. foil"Iry gveaenl I 1 Oyer l.r 1 I I 1'16, Adjust Y61w boa to CrAAe Each 5.00 I I foH.Irrp a Am I OYerl., I I 1 2-17. roleYisim Irupeclim 'W Sur 1.00 I I I I I I I I I tl-itl. ca tttr tlm St"Inp arrd L� ftm I,pO I I I Ao hilt Note$ I I I L 10. 1O1tIaM Covent Concrete Curb o.1 1,t root 50.00 I I I Wt., (Aeaov.i .nd sepl.cement) I I I I I I 9.20. Vort1Rod C,eAmt ceare1. SiM.elk Sops. Yard 4 0.00 I I I Q1r.e» W ap1.eU I I I I I 11-21. Lary Stripe (S Ian lode rmtineus) Lltr.t root 400.00 I I I 1 I I I I 12M sainted Dabl. talk"ante, Until root 730 00 .. I •• I $11i8a• (A Inrht. Wide E,ch St"w) I I I I I i tl-21. a,inted Core WIS. tl iahe. Wlde Lra•t root 360.00 I I far CArarlis.tio, I I I 1 I I 0 24. a.inted I'm S., cla lahea WIdA) Ln a.t Fool 2A.00 I 1 I I i I 1-25. I.int•d Cr»,»Ik (Rer PAY,... Lineal Feet 360,00 1 '• .. Is Irt,h a 120 rah full, sae) 1 546, ApntAd rr"Arlk (parallel httern Lthe.l foo• 200,00 1 I 17 IMN. Wit.) I ( 1 401 11• SANITARY SEA' IMf tallA)IOM SNAITUCI( AVE 9 (Newel W to Nth Sit Chntr♦ctar; Rodarta Irc. INAECIDRS DAILY eEPdll 01 DUAN1111ES USED Itw llnit let. ihent(ty No. Guano tV US" Newrks ....................e..................e....o.....a....e..a.............................. .... P 1N. A.phNt Gwent Carcren [Iw a ran 520.00 I I Irctwip a&ON A.ph.lt for 1 I I Pavwent Wren., I e IS. Adjust Menthol. or Catch bath ben 10.0C I '• to Grace ?.)twig Parewnt I I I o..,l ar I I i 4-16. Alluat Val. 10. eo Dyed, Each 5.00 fallwery P.r t rr P't.Y I I I t I I 1 q. hlevluon Inpection cup sun t.00 I I { I I i i I e.11. Cenet1wilan St•kinR and luip sun 1.00 I I I ApNilt Neva I I I I I I 1-19. Pert)and Covent Carcr.t. Cure and It rare rant $0.00 1 I cutter (Reno,.1 and Rw1.cwMt1 I I I I I I 1.20, Portland C~t Can, at. It d•wlk Sg are Yard 60.00 I I Uew. rd RwIll.) I I I I I f 1-21. Lane Sir(, (A Inch Wide Cw,jI%I t) Llnwi rape 400.DD I 1 I I I 4-22. Pointed Double Y.Ii. C• ta, Lineal foot YS0.00 I I I Strip CA Inches Wide Each Strip) I I I 9-21. Pointed Gore Strip, 0 Inches Vide Lineal foot 76C.D0 I I I I., Chamotiuttm I i I b 2A, Potntrt Sim a., t10 Inch. Vile) Lineal foot 21.00 I -- � ,• I I i I I I ll-M Pointed Crwew lk ilar Pattern Li.1 foot %11.00 I I 11 InO A 120 Inch Each Be,) I I I 1 I I 1-26. Painted Crwe.tk (Parallel Pattern Limot rwt 200.01 12 Inches wide) ( I I 1 I 401 Ida SAMIrMY SEWER IMS16Lt R1IOR SlgtTM MORE S (Mgpor W to{th Sl) Contrectar: Roden, Inc. 1111"C'0RS Da1tY REPORT no alaMriTIrs USED It" DWrlptlon U1.' Eat. Wantlty So. Wentity Used Reatrao ..................a...............a............................................. .............e. 11a. aaphdt Ceannt concMtt Cbu a ton 12D.oD I I InclullM Pe.inB &%*.it for I Pava.nt Norio, 1 11-13, ad)aot Manhole or Catch min Each 10.00 I I I to wade foltwiM Pava % I I I (hoed.' I I B-16. Adjust valve Box to Grade Each %.Do .. I fotiwlrq Pawaent Overt., I I I I I P 1r, yel.vl.ion Inspection tuy Ste 1,00 I I I I I I I I I S-IB, (attraction staking and tUrp sum t.00 I I I b-Wilt Not., I I I I 1 I L W. port lab fenmt Cmrrtte carp and IIM;l rose $0.00 I •• I I Gutter R.Y.l end Replaceeent) I I I I 1 I 9'20. P0,it end Cwa.t Conc rate sidevaiY Satire Yard 40.00 (R.'. end Replace) I I I I I i B-21, La,* Strip (M Inch Vide Conti oUl) LIMet foot :00,00 I I 1 I I I 1 22. Pointed Doable Yollw Cr;def Oft.I foot r30.00 Stripe (M Inches Wid. Each stripe) I I P23. Point Gott Strip. 6 IncM.Wide Lined root 3W.00 I for Chanhrti Eatim I I I 421. Pdntad stop or (ID !nchM Wldel LIMeI root 24.00 I I I 1•25. %:lwd crwawta (tar pattern tlMal foot 360.00 I ,• I 1B Inch a 120 Inch Each br) I I I I i I 8-26. Painted Cronwlh (Paratttl Pattern LIM•t foot 200m I 1 12 Inch,. WId.1 I I SWI 11• fAMI IAAY SlIEt IYttallAtldl SYIY/VCE AYF S (Mowv W to lt6 ti) C.otrartw 1".11. Ira. INS"CTMS DAILY AtPOAf Of QUANTITIES USED It" Dw9rlpllm Unit tit. Suent ItY AND. OwntltY Used tmrkt P ll, AapOelt [tint Carlcret. Class 1 1m 370.00 I I • I Ircludln, PAwiq AAp6.lt for I I VG`r1APnt Ovartay S'IS. W)wl YArO91.Ar c.tak lwin EACY 10.00 I I I to crAw /ol towir, P.rYPent ow,Ly I I I 1.16. "Just Ya(w 1oA to Cr"r (. N 9.00 I I I tott.Irp P.v.wnt Ov.r 4v I I I 5.17. la.vi.im 11.psctim Loop SUN 1.00 I I I 1 I { I { 1.1e. Comtruct,m StWN .rYI Luep SUN 1.00 I I I A. aui It Not. I I I I I 1 19, soft(Artl Cwrnt C9 '.tf Carp Ar•1 Lineal toot 50.00 cult., (twos.( uwd AwlacwAent) I 140. Port'Ard CwIPAt Coorr.tt Sidtwlk SAue,. turd 40,00 I (teYnv♦ .nd Amt..) I I I I I I 1-21. Lnu strips (A Iwck Yiw Cmtillow) Linea foot 100.00 - '• I I I I I I 1-22. Paimrd 0.61A Y.H. Cont., LIMA fact 730.00 I •• Strips (A InAAw Yiw Each Strips) I I 1 143. PAlnted Gore Strip, 0 IYCMA Woo Orw1 Iwt 360.00 I to, marwlhetlm I I i 194. Pant"Stop so, (le Inca.. YiM) Line.t root 24,00 _ •• I I 6-25. Panted C.waw.lk IS., V.tHrn Lineal fact 360.00 11 Ine6 A 120 Inch twk 1.r) I I I IQ6. Paint"Crwtwlk (PA,.I(a Potbrn lineal lost 200.00 I 12 IwAw Yips) I I S-A01 IN UAITAR' cTWI I9111Ak1Ai1011 S11ATIUCt AK S (aan.rr W to Atn 11) Contreetert eawrte tK, IMVtCiOei 0AI0 AtrMI 0/ CMatltl(e NM it" enarletien Wt tat. Getnti ty to. Glom Ily Wild toMrte ....Y..........................................•.....v......................••.....www.ww 9-01, Manhale, Ae 1,%tiar..br Y1th taeh 5•ee eatra thick we• er It." 1 I I I I I ♦ .. b 02, earOol•, 54 Inn 0beatlr Nth [ad 1.Op I 1 f 0ree Cement Iw Yid•atre thick I 1 hm• e. 11a4. I I I t$. taaawa artl aaivae. •a+atlry taw 7.ee nvNote I 1 I I I i t-oc. Is Inch oi.a.ar Iewr rlw klneel rat 70e.0e I I I (PVC) 1 1 1 1 1 1-05. 10 Inch 0ia.et.r a~, •ipa lihtal root 50.00 1 •• <PW I I I I I I raa. a Ircn olwrter rlae lar uneal lent 150,00 SIW swerr, ( I I I I I nor. a tKn . e tkn rase teen 1 I 1 I I 1 1•0e, Iorad Cfaa.trle of e/e asilraao L.W Sun 1.00 I •. ' •• teclutllrN Caalne rip 1 1 1 1 t I I 1 09, heMol e, N thch Spann et In Luip Su. LM i with tktre Thick 4410 or rlYp. I I I 1 I I e•tC. rlp rwridetlm C'.wl non 3".00 I 1 •• I 1 D n. ere.al bellow for Tramp 4ckflil Ten f,0p0.05 I I I i 1 1 I i Itr. trwhwt wrlAeino lop tour.. tan 4e.06 I •. 1 510 of 1 I I I I ♦ .. • . h 15. 140e11 C•ev+r Cerrrere c!•a 1 ran lot,q I I I Ir 1willnt brink A.phale nor rrwYn btthim I I I WO KIRKLAND AVENUE.KiRKLAND,YVASHINGTON 9e0J0 TELEPHONE.")42T417930Ri20ei6W ryM Tb: CITY DEa RENTON ATTN Mr. Bob Btir"troef RMaae hne� . --�_"—^-- Deb: Oct, 1986 Harewdn -.--Jab No Under Separate Cover Betveot . Stutb Shattuck Street e Inhrce tar- The( rint, p P Speenkarbne -COPY Of Lank, Plane Print, Shop Diewmgs Change Omer Samples oats 2 Plans Otec"u,"', Special PrOvtsluns insert to the Contract Documents fC��go��s�tt Estimate for Schedule A ScnedEfetim ® .B 1 Schedule Of Prices, h Report on ces, Schedule B 2 GeoCeUmi.cal Investigation dated 10l22;86 Vicinity Naps THESE ARE TRANSMITTED as checked below For apo,oval Approved as submitted For YCur use Reaybmlt. Approved as noted "-- cap.,for approval As'ee,weted Returned for p0rrecnah Submit . ._ . copies qv ln dlebution 1 For yv�ew entl Comment a Relurn parreplea Drente FOR BIDS DUE - REMARKS The dOCUi%ntS )Idlete___ PRINTS _._.._. _ bFFn revi eed _� PRINT5R confer - - td include the chan ETURIea"Sited tLOAt� cue To rev Conference held to October - - -�-- qes discussed at 'Ji'6• he soils 1 . ._- our review reflect the chan nvestigation and t Jes to Sp@ct flcatibnS f .-.f_..__ trench pdckfill, or fall "`""---� Special Provisions eMtlortnytert_�-.,l� P1Pe beddfn .. .. COPIES TO. Donald N—Williams liams P- --__ Converse Consultants NW 1 OSDwcen�sN 6p�nwnne xna ADMwa EaHA October 22, 1986 86-35210-DI Williams, Roth 8 Associates, Inc. 909 Kirkland lfenue Kirkland. Washington 98033 Attention: Mr, Donald M. Williams Subject: REPORT OM GEOTECWNICAL INVESTIGATION Proposed Shattuck Avenue Interceptor tRenton, Washington This report Sa arizes the results of our limited geotechntcal investi- gatior for the proposed Shattuck Avenue Interceptor Sewer in Renton, Washingtol, We described our Planned scope of services in our modified pr'POSAI dated July 11, 1996, and received authorization to proceed on July l:, 1986. The purpose of our work was to obtain and review exist- ing subsurface information, evaluate subsurface soil and groundwater conditions, develop geotechntcal recommendations to aid in the design or the project, and recommend further investigation if necessary. We understand the proposed project will consist of a new 18-inch diam- eter ductile iron or PVC pipe beneath Shattuck Avenue extending about ' 1600 feet Rom South Fourth Street to South Seventh Street, The invert depth will be approximately eight feet at the north end and at the south end the new pipeline will tap into the existing 1C8-inch diameter METRO Eastside Interceptor which has an invert at a depth of approximately 25 feet below South Seventh Streit, The pipeline will cross under the Burlington Northern railroad embankment (at Hauser Wa) 11) a 36-inch diameter jacked steel casing, 1 r«w.nm comiw`w a Nei 313,axon avEDve Swia!!D swnw Wft.7 ,itwj(b X* tylrpnorvi +np A W"04V 00M SubMMWV of Th*Conran,f'1�1M{{Now 0,0uD ' -z- FIELD EXPLORATIONS The field explorations consisted of one baring drilled to a depth of ap- proximately 25 feet on September 11. 1986. Boring 8-1 was located approximately on the alignment centerline and about 10 feet east of the pavement edge. as shown on Drawing 1. Drilling was accomplished using a truck-mounted Mobile 8-80 drill rig using 3-7/8-inch inside diameter (I.D.) hollow stem auger. Samples were obtained at selected depth in- tervals in con unction with the Standard Penetration Test, Drilling operations wore observed by one of our field engineers who classified soil samples and logged subsurface conditions. At the completion of drilling, an observation well was installed to ' permit future monitoring of groundwater levels. The observation well installation consisted of a one-foot long, slotted PVC tip placed at the bottom of the hole and a 3/4-inch diameter PVC riser pipe extending to the ground surface. A cast iron monument cover was installed to protect the observation well. ' INFORMATION REVIEW ' We conducted a search for available soils information in the area of the proposed sewer alignment. We reviewed a soils report entitled "Final ' Soils Report, Eastside Interceptor, Section 1, R20IB, Renton, Washing- ton", dated May 12, 1961. In addition, w,: reviewed as-built drawings of the METRO Eastside Interceptor, that is located beneath South Seventh Street at the south end of the proposed alignment. Information from selected boring logs found in these references were considered in our analys4 . The approximate locations of these borings are shown on Draw- ing 1. The boring logs are enclosed at the end of this report. We were unable to locate any adnitional soils information in the vicinity, •1- though attempts were made through several sources. ' Con.au couwlNnw Nw SUBSURFACE CONDIVONS ' Conditions encountered in boring B-1 generally consisted of recent alluvial deposits underlying approximately 1-112 feet of gravelly sand ' road fill. The alluvial deposits consisted of an interlayeroo sequence of sand, silt and silty sand with occasional organic silt laminations and gravel layers. The soils were generally very loose to loose or very soft to firm. A summary log of boring B-1 is presented as Drawing 2. 1 The groundwater level was measured at the time of our exploration (September 11. 1986) and one week after drilling was completed (Septem- ber 18. 1986) in the observation well . The groundwater level on both dates was approximately 9 feet below the ground surface or at about ' elevation 15-112. t The boring logs from the METRO Ea^tside Interceptor report showed a general alluvial sequence similar to that found in the boring drilled as ' part of thi• investigation. The groundwater level Indicated for the nearest boring drilled by others (B-8) was approximately elevation 20. on September S, 1960, which is several feet higher than the groundwater level measured on September 18, 1986. ' DISCUSSION AND RECOMMENDATIONS ' �envra The p, ,pose r. et t appears feasible from A geotechnical standpoint. High grwro „ tels will need to be considered in both the design and eor}t,tcliun phases of the project. Although relatively soft, com- pressible soils exist below proposed invert levels, net loading of these soils should be rominal or negative, and extensive overexcavation or pile support is not anticipated. Convtmw Consult""NW -a. Dewatering The groundwater level at the time of o� explorations was it a depth of about nine feet below the ground surface (approximately elevation ' 15-1/2) and was repnrtedly at elevation 20 in 1960 in the vicinity of the southern terminus of the project. Excavation will reportedly extend ' as deep as approximately ten ftet below the ground surface along the majority fo the alignment. The connection to the METRO Interceptor will be approximately 11 feet below the ground surface. The water-bearing Sand, silty sand, and gravel zones at invert levels ere relatively permeable. In our opinion, dewatering by means of sumps will not be adequate. We recommend that dewatering wells be installed prior to starting excavation. The dewatering system Should he designed and in. stalled Such that groundwater levels are lowered to at least two feet telow the maximum anticipated depth of excavation (including at least. ' one foot of overexcavatlon and replacement). Portions of the soil profile are relatively impermeable (silt), and it is possible that the dewatering wells will extend into more permeable layers (sand or grav- el), We recommend that the well casing be slotted and backfilled with gravel through the entire length to intercept all contributing soil ' tunes. Uewatering may induce some surface subsidence in the vicinity of the well ; therefore, wells should be located away from structures that could be damaged by settlement. If signs of damaging settlement devel- op, a groundwater recharging system may be necessary. Detailed assess. ment of building settlement is beyontl the scope of this report, but based on previous experience in similar soil conditions, we expect Approximately one to two inches of settlement at the trench due to increased stresses during dewatering. ' Excavation Considering the generally loose or soft consistency of soil to be exca- vated. we anticirate that conventional excavation equipment will be adequate to remove the materials from the trench. Temporary sharing or a laying box should be used to Support trench walls and protect workers. ' Stability of trench walls, end the protection of workers and adjacent utilities, 11 the responsibtlity of the contractor. Convrq CnnwlNNx N W -5- ' foundat_ion Soils ' E.xpow foundation soils are axpected to consist of very I00Se Silty sand and soft silt. Even if the groundwater level is lowered as recom- mended, foundation sofa will most likely be wet, and Will easily be disturbed by construction activities. We therefore recommend that exca- vation be perfor,ed with a smooth-bladed bucket, that foot traffic on foundation Soils be minimized, and that the trench be Ovirexcavated at least 12 inches end backfillad with crushed rock or quarry spells not exceeding s,x inches or less than one inch in size to provide a stable working surface and to protect foundation soils. Where peat or organic ' soils are exposed it the base of the trench, this overaxcavation should be at least 24 inches deep. ' We recommend that manholes be provir('d with a layer of crushed rock Or ' quarry SPa)ls as recommended above at least 12 inches thick to protect foundation soils, for the recommended means of support, a design beer- ' Ing capacity of 1,000 pounds per square foot (psf) is recommended for manhole design. The silts are relatively compressible; we estimate that net increase in vertical load below manholes could cause settlements on the order of 112 inch for manholes, and epproxlmately one inch along the trench. Bedding The 18-inch diameter pipe may be bedded with pea gravel, This should extend at )east four Inches below the pipe and up to the spring)ine of the pipe. Pea gravel bedding should meet the below recommended grada- tion limits: U.S. Standard Percent Passing, Sieve Site by Dry Weight 3/8 inch 100 1/4 inch 30 - 100 NO. 8 0 - S ' Cw1,NIN conWnMl.NW r8ackfiII SOVS excavated from tii4 trench are expected to to wet and fine-grained, and are not considered suitable for reuse as batkfiil in areas where ' subsaquwnt settlament of the trench backfill is Objectionable (s,.ch as under streets). Therefore, it is recbmmended that trench spoils be ' hauled from the site and be wasted and that baCkfill material be bank run Class A in accordance with Section 26.2.01 of the 1985 APVA Stannard ' Specifications. Initial backlit! should be tamped along the sides and under the haunches iOf the pipe and s"nuld extend at least six inches over the top of the pipe. The fill should be placed in thin lifts (approximately eight ' inches or less) and compacted to are least 95 percent of the maximum Cry density (as determined by the ASTM 0-1557 compaction test procedure), is recommended that backfill adjacent to manholes consist of bank run ' class A material as recommended above in order to facilitate placement and compaction in a closely confined space. The fill should be com. patted similarly to subsequent backfill for pipes. It should be brought up evenly around the manhole so that unbalanced lateral earth pressures do not develop. ' Earth Pressures For bedding and backfill placed as described above, we recommend that the pipe be designed for vertical soil loads equal to or greater than those presented on Figure 1. The values shown on Figure 1 are based on vertical trench walls with a trench width Of 3.112 feet, ano moist unit ' weight of backfill of 130 pounds per cubic foot (pi:fl; no safety factor has been applied to the C441116tad backfill loads. Figure 1 also indi- ' Cates loads on the jacked crossing, assuming a moist unit weight Of natural soil of 115 pr,f. A modulus of soil reaction (E') of 000 pounds t per square inch is recommended for flexible pipe design. Figure 2 may be used to estimate additional traffic surcharge loads. C mnnn�com.U.M.wW r Vertic.t Soil Pressure (kips/11n, ft.) 0 0 10 20 30 a� \ - YERTi%AL pTR CN CONO IONS t 1 , - IL 1 t i 8 „ Flexible Pipe (in trench) t - e 0n_trench + 16 Jacked casing ! , For Treocn: - - - �. Assumed unit wloight y( backfi'la1JQ pc`r K• .266 1 - ''TI'diouf`LSd'S0d'6 'GriltI') . .... . 1 _._ 2. Assumed width of trench just above .pipe (Bd) U 0`!2 :3.5' j. Pipe 1.0; - 18% I For /. Assumed unit weight of natural soil•115 D[f !cones iun l00 psf, Ku'••t511 � � t -5. Jetked crisstng SOIL LOAD ON PIPES MEMNON SHATTUCK ..VENUE INTERCEPTOR SEWER ' Renton, Washington 86-35210 for Williams, Roth Ind Associates rrow Ns ® Converse Consultants NW 1 I0 i1077 10 TRti4K_LQADfht0 ' IS ._ 20 _ I - - Truck Loading 25 10 0 0.2 0.4 0.6 0.8 1.0 1.2 I VERTICAL PRESSURE AT TOP OF PIPE - KIPS/ SQUARE FOOT 1.) For traffic loads mulriply curve value by pipe O.D. in feet. 2.) Curve is corrected for following values: I Depth In het Impact factor 1 301, I2 200. 3 10% 4 or more 0% } I 3.) Backfili loads must be added to traffic load. TRAFFIC LOADS ON PIPES esx SHATTUCK AVENUE INTERCEPTOR SEWER rr•'� "� — _ Renton, Washington d6-3621O for Williams. Roth and Associates i prn�No Converse Consultants NW Il -,_ rManholes should be designeu to withstand lateral pressu,as as would be exerted by a fluid having an equivalent density of 95 pounds per cubic foot (pcf). This value assumes granular backfill acting in combination with a full hydrostatic head, tAn ultimate passive resistance of 400 pounds per cubic foot may be used for calculations concerning the jacked crossing, ' Uplift r We have estimated uplift potential assuming manholes will be five feet O.D. by four `, mot I.D. witli a six-inch thick floor. Based on this as- sumption, it appears there may be a potential for buoyancy due to high groundwater levels. The desig engineer should evaluate uplift poten- tial based on actual manhnlp n entlons and weights We recommend that the groundwater be assumed to rise to the ground surface for this evalu- ation. rUplift ccn be resisted by increasing the weight of the manhole. Alter- natively, the base of the manhole can be provided with an exterior rflange so that overlying soil resists uplift. For granular backfill , as discussed above, a buoyant unit weight of 65 pcf is recommended for rdesign purposes. Dilly soil directly above the flange should be con- sidered. rUplift of the pipe may be resisted by a column of granular backfill r having a buoyant unit weight of 65 pcf except along the jacked crossing. For uplift resistance for the jacked crossing, a buoyant unit weight cf 50 pcf is recomm;nded. r r r r rComen�ComWt�m�NW ! The conclusions and recommendations summarized In tots report were pre- ! pared in accordance with generally accepted professional engineering principles and practices. There 1s no other warranty, expressed or in- plied, ! We appreciate the opportunity to be of service. if you have any ques- tions or comments, or require additional services, please call . ! CONVERSE ".DNSUL(T'A/�jNTSN'WW Susan J, Penoyar ' Geotechnical Engineer tfean E. Ryden T.. Principal Engineer ! SJP2/DEN/kpp ! ! ! ! ! ! ! cony*'.co...1110U Nw o�tN ' c N ' � F p1N1Ea x to m I .p 9 1 4 1 _ _ SHATTUCK AVENUE 8-1 SOUTH e• C we \ xx m m ' LEGEND: Approxi,nate boring location ' • Location of boring by Metropolitan Engines:, 1961 SITE AND EXPLORATION PLAN SHATTUCK AVENUE INTERCEPTOR SEWER S. NOTED 0 100 200 Renton, Washington a*SEPT. ives 80-35210 for Williams, Rothind Associates -;W-- . JM a,_,,,,« SCALE IN FEET _1^ m 134• "oConverse Cons-Atan,:. ; `�»�• DER an w,m 9/11/86 SUMMARY: BOW0 NO. 8-1 ftg"' . 12a; „AP . ,? sp 'Poo art��t e, •`d O d wsaxna. :::w�••»••••+•»•••••• •».rra wrrw cewaw�t. OIAIELLrSIi1Q-TRdE�FTTT';�rT�'— SW uie ' 3 fine to coarse dense IA 2 ' 3 S1L7; gray, trace to some fine I ML/ very very 5 I sand, interbedded wi• silty sand. SM moist loose to brown to gray, fine, trace organics loose, 2 occasional organic silt leminations very IAI 1 and rust staining in upper 5' soft to 1 X firm 10 /18l86 12 - 1' gravl, r,ne, gray-black, wet medium 3A 16 little fine to coarse sand i I dense ' 16 15 1 N1 2 20 wet 2 very . I firm 5A 2 moist - 25 A Rottom of boring r depth 25' ' Pietometer +nsta' to depth 25' , with 2' hydrotii bottom, backfil with sand and cuttings to 11 , L installed mmwmert at surface. I . . ea r •w.rr c i- •'m4 ,P. 1•ww • .•4w,Wr<-awWuw.O.-r».,••r. o . . u o ,••,•..,«,..w. . •.rr w»••.«w e.�•w w»,r•wwr r•w,�•w.,. w.am.rr w �um� maw ' -mTTUCK AVENUE INTERCEPTOR SEWER Renton, Washington 86-36210 .,lliams. Roth arl� sociates •__ OewMe1M. Converse Consultants .;wwae"':"4 2 r•� CALCULATION SHEE'".;• METROPO! ITAN ENGINEERS i� SCLTTL[, WASHINGTON ■ !lo T---t C J R !/v G ' 7 ' ELEVAT/ON . /Zy, . OATS pR/44SD S/7/6C O MUT)'CEO BRAWN GRAY SILTY�EQY i/N¢ yA Np `�• I I �:: NOTTLSp BOG NGO.�Y �.Lr W:ry V D_<CAYEC w000 ,0^7 !!O . G'QAY J/LT.y FINE SAND W,.r,4 A"rJe' /c7 .Ti4T dN0.SANlJ 'AN/NAT/Lk LT{ LGG`Jf rC Hfp/VM 4CCLtFf < !pa "'��+�.� --� dCOWN 6ZaY ::�R:Qr•1•ltT lNt� t, F�•:L JA ti_"'J•LL��____'GL��CS t J _10I EOCW+V Gk'AY,TIN^J/ND G4A✓f,'� ✓✓/r++ S 4:A GENS E, -= ' CJR/NG CYEO r0 A4 9Y.! AS ' /O^QQ 6C 4"� co p WArfR CONrfNr 'DeyDi NJ�ry /SO 120 9b 5p 30 O >VArC4 LEYL'L A0r "CdCDED 1 ' 1 OFTC NY JOS NO TITLC "—` �!'/0A;r Yd T �sNz No CALCULATION SHEV:l ' METROPOLITAN ENGINEERS SEATTLE, WASMINGTON �! e oIe /NG ' e 30 LOCAT/p.v : ,f TA G4 - 99 (9' R) I iLEVATION: IE/.31 �/slcG ? OdTE Je/LL_o 9/8 -Q/GO :.r ANO A%0 :: AVCL GQAY CLATf y".S:LT` .SOFT GFAY.SANO K"I TN-TOA/L SJt.T 8 612A Y_TIL Tr- W177Y PEATY JILT r. L/YtRf J/O '1 aOiT J SAND w'774 1'1101 wN PiAT — ✓4RY'30F7' G Y i/'_ SA'o wi77/ yaTY VCC r' I & JANO A"' Vi7;- FINE Sd NOr ' /OQI i ! •GT Le YilS 4 I � I_...i R$•1� ,l •..T: 54?0 ' N GQAY PEA TYJi- XjWT I O , GhA Y SILTY F•NE JAh D- 4--cus �--+� OROIVN SAND AND GRAVGL WITH Ip 1I Y/LT aiND(Q V t I I .i,.W d, ., eaowN se.vs" (wdree eA +eJNG> �^'� eeo�w/ �IEo.y�i-coArse SANG wlr+r DOME GSA v[L �6F,:OES JQd'!£L'_Y A.vO rV/THS/LT ' eINOEa-DENSE I dORINO CASdO 7'0 EL,77.3 70VVArSd —y _ /00. eo 6') 4o 20 O _ OFY JE Na/TY 'SO I:0 90 GO -10 0 E 07 JOB N0. TITIE SHT. WE Q:N6. bCe;ti'v' �G3 A SUMMAR f: 8QR(NG NO. B-1 Kn,(«ew. 128; I,�• +f`,1- (�, (�O� y�,♦ Iw{µw.Nww N., wNw.w,N w ..♦ r4n .,..�N.«r.... !) \ t.«taa weNnwt COF4t.tKv j 3 fine .0 tadrTe w ' SW IA 2 dense r d SILT; gray, trace to some fine C 5 1 S / moist very i ) sand, interbedded with silty S'nd, I S(� mo9st ldote to i brown to gray, fine, trace or;auicsi loose, occesionai organic silt laminations (very and rust staining in upper S' _ s0� to r 1 10 � g/18/86 .2 1' gravel , fine, gray-black vet med iwd II(:o ( little fine to coarse sand dense :o i 20 2 1wet ~5.1 2 very firm 25 � a moist Bottom of boring at depth 25' pie2ameter installed to depth 25' , with 2' hydratip at bottom, backfil with sand and cuttings to l' , installed monumeht at surface. i 1 • a•aa..r..+..a.. aa•va's.a..a•.�f wr, "a- e- � an..,.,«...«e a•.,1't.t.wN•tawa.rwlwr a.awrwl.a(nwN •'�\ ..WWMIr10f-aYM1.w, nor wow t.wow.r-a«..wwr SNATTUCK AVENUE INTERCEPTOR SEWER .•.« �� Renton, Washington 86-3521) f n and As tie S e Ogvnt wo. Converse Consultants .M Os«tehne«""e 2 ^' CALCULATION SH+EE7-- .w E7 PC PC ITAN ENV IN EE RS surrLc, W+sMiHor�N r /3o B � Q :n/ G 7 sz • S701' A) I ( fL If VA 7r CA? 9AT1 ORrL,lm It/7/GC v..�vf-L-'."c/Rf.aUNQ �. ' ' � �__.J MOTTLf.O ,�47vIN G?.fYS/LTY vE2Y + J ( 1 `^� Md TTL10 GFCn-N G0.1Y J/LT W/r,V I OE Ca Y O WGbO- 30�i l 4 J y� IIO 4R4 Y.T..:vY s•.E .a/�O w/,-:, r , StT jr AND SA IL w/Nd SIG(r ` l •� � LOG7t 7l?MIAru/:r LGG.^i 1 iIoo aco .,•s::r __a _ rsNM I G2AY,pwNO dN0 Co_.✓,rL. S/GT—,wf olu-, GENd�_' EL JZ./ es I /00 00 6C 40 :O U wa 7EIt CONTENT GQ;—ofTf /a O /20 �0 6C 90 N-7,O wATEd LEVEL ,ver ezco4 c, 1 i - 7 III OTC lr JO! NC. ( TITCE r'd 7' Q =�'d swr. He BO--m.- LOC q-7 CALCULATION SHEEk" METROPCLITSN ENOINEERS e E►TTLE, W►SHM470N 5 C Q /A.1G • 6 r�o e/e 20 Dd7e D2/GLGD D/a -.9IC, /Zo 16Rd�"' GL+7-:YJ/47--3OF7' (SAA SdNO w'/T.4/JCu!. r.'LT t ' I 62dYJ/t7r w/T>v PE.�7Y S/<T � //C I I � I ►..�' JCf T4� . W r, '�'�^�� G. Y Arn•S S+wD w/'H �,t T;� v[f)' • I I I_T, �wt Sd NO .o a/G vi?Y F+" d ..eti DT /CO •t7 LI vaRS 4 i f BROWN GE<Y PrdTy Ji^T-S",7i j i � 0 1' .:. GtaY SrLT'Y <NE aN0- LC03t t 'r� C<�C✓vN S<NO •• /O.6?J viL N•/7W W I I I �_•, SILT C�NCE2 v W ::•:'� BaowN G3.�v[= C•.t/+6TEe 6.�Q/NG; ^ CfCM,e: A/E 4_ COI[3S S+NG w/n'/ L,C, ..•.� J6'We 69a l ,sAL,c. G4.tCC5 •aa i8c..:Y a.vD w/;.•l.r/LT �:�'- GINOEC—OEN3E • i I dOR/NO C.nSfD TO EL.7,-.3 "Co.70 eo GC �c ZO O wa r'a GCNTEnY I�^ �aY QE NS/Tr rS0 �ZC 9G Go JO 0 utE er lJos No, rIrLE eHT. Ai MME ' STANDARD DRAWINGS P .r N ..'Y 11�I���� w Nrtl.rIr1i` IW � N•w r,rlr \ (I rpri�r lr. rW ! r/11 .Fi YYr W Wlrr . W IIIwfYI \ w!NwI—ft, r IpYpI W ww Yp.r ar.oN NrnYl 'a '_ ...'.. .al Y'.n 1.N 1 p•w MN r I, r.l Ir.lr.rn T. Intl x nr<�rr r Ir Nu ur r Yn 1wl rrr[.rl v rwr a(YYI wl NYI wr .' 0 Yt 'm Nr 1.'r.Wlww 1 w(r NrrW r a r� 1 •• s'I �� y TYPICAL BUILDING SEWER INSTALLATION PLAN 1INS. .[ .1 r. r•u\Y.NY\xl WINS, r x rnl e 'OIMY x rrlYJ�llwYrp Ohl. F[ �•ora . alYrWr . <Y Y.iW rN iw+w arl. •Illr.l WN PLAN .....N NIWI Nw 1.wnW uo(r.urr !� r•'C.'-. cYNlr N nl FOR l M011BBB rrp S IS NMI Wnl Y.r...NI Ir W r E Y rM.MN NMI YwMN IY WJ N.N.... "SONS .Ya.ur n In W .. YM11r WW(YYhW I INS,Y.rN NI"...1.lY 1 MS...11. M W f , NYIpNM. rrYWIN rn .NrmrN.IN..--(IN a Wy.."".WM\rY WI lil... 4...IN{. I N INNYlY1. 1 "•"`r• aWq I IY ISawMf x 1 xrrY wY Y x tl' N1.rlr W.Y NMYY.rrn nN M I. .1. 1..1 I'r .YN. M Wr a1a,.Wn Y.IW NIy[Ir r.n..IN YI. r 1 N YW p f .NI •rY tY.!F-Np[Y raYWlrw W11 W..r1,1Y. r1 Y.F .r r INlnp W N\IrN YrxrN Na.W IrY VYN y uI .rlrN 10l . W\Y Nf11.N\trn Wl•rN.lrrl xa M f1Y111rY 9 NWw1 rra M Mf Y.w WYI\I.w NYW ' r pMMM rN(N. frW WW1 nIl Y1WY..Iw e I I 1�Onnr uwN LN w YN wpN 1111 W n.q.wx .'NY Y1.11 NI 1 •114,YI a n W..r.rY�(W` x IW.rl M{Nn f I.N.{ ' r UY 4N.N Y. 1.1. YWI.tM.n 9Yr.Wl Ir , N .lrr rY .1.YM\Y; Nw IIN Nw 044111.1. r1.Y1 M tlx Mr..rN LI IYNI WW.I y.aYl YI\.N.CNN f1Yp Nr• Y M f.Y.Y.YIN.r r(IW!r.YW.IrIW n PLAN r M, r wr Y YIYN rIr!r.xlrFWl.,�.W orNM rrwu.. wv.w y....r BUILDING SEWER . .. Iro INI11.�N INS aWln.M INSTALLATION WIN. ► W.I u w. awr<YN tl N.WI IYNrIe WN\ C&I INS •O(WIrYYa Y40.1 IN,AN P r1 MM1 ."VINS r .N<IU SEWER STANDARD DETAIL CITY OF RENTON NYIIr=.,I DEPARTMENT OF PUBLIC WORKS tcntrrlY.rn. I 1 I —ram: ' I � hM.Yh\MrY Vary x\MYi,R I�R rMh�i 3 90E SEWER ANO OU-LOIK SEWER PLAN 1 \ [Mall' x\[Y.r�.ri w ,r NhMn IV M I,A,t1Y YM\NMt I YRhf �• Mrrti nw.•h .Y.M\M 1'q,l\N.Mlw.rwl ill Al.,IIIY NI IM,.•►11 IwI�M.u,M.i .Nryh L ..�wrryln 1 P by Mqy xr I W.\h Mi•Yr. 1 AN6tE OF METE BLOCKING AN OVEN 25' ruRw\- ELEVATION M lM1nhY w w\RYl ww�WMIni:IWry' �IURuw\I w Ilr wM I. (W���O•N MR•N,N,y N .lam„yhh-i'W-. ni.Yu TMIEJL SNIE SEWER ELEVATION SIDE SEWER INSTALLATION ew.a,oanw\ w.o•1 rou ova\M toC•IOb \GC\IbbN I SEWER STANDARD DETAIL CITY OF RENfON h°I K\LI DEPARTMENT 1 OF PJBIIC WORKS YRIMI\.I\b r IHI.t•M YN.`1 `Y' y<uY wNr •I n{lIMI1�1N\ '1�Al.i IFwYI' :q.'NIP, 1 •w ,.IIrN'�r IMM IL a. fll� .1 F YY.\NI W y INN'. V���� 1P+ i 1 Vv .-wnw N.nn .awl w.i� • N W.M YH.m H1nN•• p•\M war H•lti �A I N 1 0 INS. nM CL[ANOUT PLAN pR0► STRUCTURE c.Mlr•q n.v.1 w r.11 -I �Y M.IaMn N«MI.:ww[M• Ww...WINNWN {W.V~ir wN{n n14 • �nNn.uM»�H:N {Iw{I'N N. wY«'q. Y•. �qw\.• •w'.nr N1Mm w».nt«tW1 [ YMVIN• I tYN Mq.m ��u.[NlpNlt ve. Pon i N.N.In •N N.nN .f.H Y I.wNWIII IN .Y`In XI L nN tM M. LAWN^ gA{ETY SEEP WIN".Mw.`w rw� wEIYWI LEq NN\. TNMi 4 •0 OEEP �•i.l�l: R.w'�\w ,.N\Iw.nw ��N tW.'. «»« N NN w.`N 1. CIIOFlF� M/NMMM ANY n w»`I•rM.N w MN No FM[ IN 1 Nr pN IM. Nwtl HH4.nN I.ttYH W\YH.M' nun.wN.�qw N Yww wMirn rY'o•IWV.IM tM.Inq _ INR.V IN, W» i NI YRW wl.\ • r ` nwMM\. Yll.ww u � YIN111 nl:Ii`I N'`q`{I.M\N.�•`,� • Iw.. n 4. Wtwn Mn. 1 gINAPN W MIH w.YtN. ' `� \ NW YI»\..`Yq M. 11 �w�{YI`NN,.\�NI.»w\�W.• i �.� S,IV\rNl N.H. IN. w cull \».0 Y\'�`I MtYrl.n nM.�M`•M` � Yw`IN. —w.N.IttM..,t{I rn _ tNYF n N»t w N.�«'•w LMK[ FN[[ N1\nw M. VHtq.Mt"w ' yrl.t n:.•\M.tw`NI.«N.M«' F(1M[ pY wYH�W\Y �� NNl nP`w n»CNl.ninnww NFw..Yn t'l It\M\Y \ .�.wl!•y:wl:W Nn..r:w 1 �t«IYII wNY.N.N ..AN Ill M1- \.T •. e.f Ws J �r.n4w.aY.YY r Ha .. a.aN�N YNI rp a n [.�.1• ' [{.,_. .�-.�J�` _- tInwr•u'M111N�N tr w[YVn :M C NtNwi\tNI1�M1 uv1 HNN.4 dI1.NI1a1111la.fX NMrw 4l a t/�YFlYrY V1I. •: � 774wH0 RNINMIN,.YN NOR,N HINN. IYI NY Y NI\. 1rN•r4.ww poll. 1 '« CpNCFRa INCq[MtNT « Ynr ' STANDARD MANHOLE .w:`w•«• PIPE BEDDING CLASSS MINIMUM [,'0. DEEP w\ rN er.ne.�Pi.nis wo w►{ .sum' SEWER STANDARD DETAIL CITY OF RENTON V{,! NM muu, DEPARTMENT OF PUBLIC WORKS j CITY OF RENTON �DEPARTMF.NT OF PUBLIC WORKS LEfjGTH OF ii" FIPE _(.�],.Z 0 50 100 150 200 250 300 350 400 0 0 20 40 59 79 99 119 139 158 ' S0 35 55 75 95 114 134 1 154 174 1 178 a_ 100 10 90 110 130 150 169 1 187 1 166 1 184 ^ 150 106 125 145 165 185 195 1 193 1 191 1 189 o0 200 141 161 180 200 202 193 , 197 1 195 1 193 ' 250 176 196 214 209 205 202 1 200 1 198 L 196 = 300 211 220 115 111 201 205 202 200 196 ' 350 227 221 217 213 210 201 2C5 202 201 400 227 222 218 214 211 209 206 204 .'02 t ' LL90TH-01' 6" PIPE (FT.) t0 50 100 150 200 250 300 350 400 r 0 0 20 40 1 59 1 74 1 99 119 139 158 LL 50 55 i5 95 lla 134 154 174 192 190 a 100 110 130 I50 169 189 209 210 207 203 d, 150 165 185 205 224 233 227 222 217 214 t ' 200 220 240 57 748 241 235 230 225 222 250 175 211 261 251 7d1 741 236 232 228 n ''jo 281 273 264 257 251 246 241 237 233 350 283 214 267 260 754 249 245 %41 237 = 4 00 283 275 269 263 257 1 252 248 244 1 241 1 PROCEDURE: t A pressure of 3.5 P.S.I. is attained and left for the required Seconds from the proper Table. The maximum drop in pressure is 1 P.S.I. for the required time. DATE AIR TEST TABLE ( LOW PRESSURE) SHEET 50 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS am ► A F 1 set p�TAIL•�84 1 �' �• wusTM+enrs ,¢ v USGD rr A U6GDBWR MNAL A0-lb' V'7 S RI°F 4FC11CfJ � \ i 1 a WAY iB' LM0CWJM PIFt 912t AND F t?.'WCE 1 4t)GLE TO Be UM1�LD BY KNOCXDUTS 0' +■ b 1 1 nA1xlAei�M PAP i2" I M R � � 1 1 DATE II/E 1 H BASIN-TYPE I-A SHEET C� oT� SANITARY INTERCEPTOR 5-401 Preconst. Conference Schedule of Prices B Bid Proposal & Specs. Bks. OR CITY OF RENTON DEP��ARR��TM��ENN,T OF PUBLIC WORKS r--- - -�" 'INWOLVMPIC FCVNDRV*gMFOcQ en Ll AC i � t N I O r a 24 �1 OVA 2'- �.,p��� 2-D •" LRAM(DUCTILE Ieo�) ' (7LY, FDV,M3ML GATE TD DE LOCKED DOWN W/(z, D/TcQ 114m °a" .STAINLESS STEEL500KEf ' ) s�CCAPSEWS. A Iwo A O C ror[a ii� � O � rt•z,.z., ' Z'-0A" E4R � AT (D.CnLE IQON) '-DA" ' I—FRA ME Y4 � f"yA ��e• :4q" $ems I Aa• 4b LPL yTyp II CATCW BftkZ REQUIRE I". TV' 'fE FRAME t3RATE. sec CATCH BAS;N FRAME GRATE DETAILS DATE II /85 �.��,8HEET 84 �py CITY Of RENTON r� DEPARTMENT OF PUBLIC WORKS R/W I ,J CAP EXIST SIDE SEwtR EXIST. 6 SEWER STU6 EXIST $AN SEWER (REMOVE t0 `W I ' I REMOVE l - - 6 X 1"REDUCER / 6 WTE ' f r �- 1/8 OR 1/16 SEND AS REQUIRED _ PROPOSED 6" SEWER STUB MAIN RUN SIZE X 6"TEE SEwEF ""N 1 1 r q JR CONN-F.02"i ' N T. S 1 1 DATE TYPICAL STUB CONNECTION SHEET 101 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS tFinal Joint must-- be saw-cut Saw-Cut or line drill /—2" min. Asphalt Existiny Asphalt underlying concrete Concrete Concrete---_-- - - --_ I nq--may _----_ - �' _- — _min- Cement ConcreteCemen Cement Concrete . b' 6" min. Cr'.Shed Surfacing Tuu Course Ccnc. shall be Cl. A (3/4) - Portland Cam. Conc. Con- Compacted Select Trench forming to Sect. 6-02.3. Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Final Joint ,-Asphalt Concrete (3 min.) replacement patch to be must be saw-cut 4uskej than previously ' - -._ _;. .. _. .. ... existed, . 6" Min. Crushed Surfacing Existing Asphalt. Concrete Top Course -Compacted Select Trench 1 Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRACE Final Joint must Cement Concrete (B Min.) Replace- be saw-cut ( ment Datci+ to be 1" thicker than previousI y existed. Existing Cement Concrete Pavement 6" Mtn. Crushed Surfacing " Top Course ' Compacted Select Tre— Conc. shall be Cl. A (3/4)- Backfill Portland Coin. Conc. Conforming ' to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-16 and 1-09 fot Patching and Backfilline SPecificstions. 2. All trenches in roadway areas Shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is grantee to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched vithin 2 weeks of completion of work within the roadway area. a. Saw cuts on concrete pavement$ shall be made no more than one-half the depth ' of Lhe •klfLinq slab. r.ETIA PAVEMENT P4TCHI�;C u iA,IZ.0 SycET_j AWARDED?_ fanlract No CAG 8/e T0.�1f6m►Oe�i. 1 1tm ram_; it�fls4-4iWc,4-/jig; ,¢�. 1 �dl}9,b14. (a6 .'s I. r. BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING FOR : SEWER PROJECT 1 NO. S-401 i i 18" SANITARY SEWER INSTALLATION i SHATTUCK AVE S 1 FROM S 7th ST TO S 4th ST i 1 CITY OF RFNIUN PUBLIC WORKS t)EPARTMENT Nd1Nll IP1l 111110luu, Im' mItt Avt 1 F+rt ON. wAtm VA"%j • �A�AI 1)1 1f.n 1 1 Utelcon, Inc. P.O. Box 5280 Lynnwood, WA 90036 (206) 743.9066 Febrwary 27, 1987 City of Renton Renton, We. ' Subject: Shattuck Ave. S. Sewer Main Schedule ► He; List of Emerency Phone Numbers tResponsible Officer: Richard B. Wilson 353-0594 1 `{ •� `i B (' ' 11915 Cyrus We, 9 _•4 to 7 Lynnwood, We. 98037 Job Foreman: Ross Clune 794-1791 17816 158th S.E. Monrod, We. Bonding Agent: Beeson d Co, , John Beeson 467-5858 1 1 U181con, Inc 1 P 0. BOX 5280 Lynnwood, WA 98036 (206) 743.9086 1 ?ehruary 27, 1987 1 City of Renton Kenton, We. 1 Subjects Shattuck Ave. S. Sever Main Schedu'e A he: Authorized Signature 1 Richard ®. Milenn and Linda L. Wilson are authorlred to sign any or all contrac•.B. 1 TIT c ar son I�.c. 1 r-- 1 1 1 1 i 1 1 1 i I CITY Or IIENTON So.er Proved No. 5•401 I$• Sewer Reln installation ' ShattuCk Ave. S. from S, rth It. to S. ath St. r IsbtK 1' SHanery of rat? ar Att1Co0Af Flrmative .ctlon Program, City of Renton Scope of eor% Vicinity HAD Instructions to blddor Call for Blds •Certification oy Proposed Contreeeau SubeentractaNSuppl4eFlre P, IEO •CettlflcelSon or EEO Report •Nlnotity end eoeeM Business Enterprise Participation •Cwrtlflcat W of Bidder's Affiraative Aettor Plen •Cowbined Affidevtt And Certification tore% Nun-collusion Antitrust Claims Nininum sage Farm ' •810 Band Form •PrdpoAel schedule or Prlces Bend to the City of Renton ' Cantract Agreement EEO Compliance Report Semple rorm and Instructions Hourly Hlnleva wage metal r Environmental Regulstlnn llsting Hourly H.lnlmum Rage Rates Suopleeental Provisions So,clel Provisions Asoort in GeotechnieAl Investigation dated ,..taper ty, tetla Standard Plena rOoruments marksrr • eoove oust be ♦aecut.d by tho Contractor, 0tasident And vica- Ptetloent or Secretary If corporation by-laws permit. All pages oust be slgned. In the event another person has been duty authorized to necute C ontreCts, m Copy of the corporation 61mutet establishing this authority m4/t be attached to the bid dorwents r city Of AENrON Public marks Door, Renton wasmlogtan e8055 r ' t1lNlltl "A" I't TY OF prxr"N ' SUNNARY OP FAIR PRACTI•NR FOLICY AooPTRP Nr RvoterloN No. 130 ' The peliey of the City of Renton to to promote and afford *loot troetateas and ofruiee to dlt Jiti Nang and an a*okro agpat fnptoy- ' mama opportunity to Ott pardons regardless of raoo; word; eotort sthnie(syt RatioRoI ortp{n; +evi tho pro""** of d NO144-/-ra toted phys{oat, Bokser or ""tat hafdirapl a*^, or maritot stasue. Ihio potiey ahot� be baled on the prinoiptes of equal omrtoymo*t upportxm{ty and offirnn tive dolt On gxi dd Etnea a set forth in fa dfrot, state and tooat taus. All dorarsmentf of the City of Banton *halt adhere to the following exidotinsa: ' til 6 PtUYNLRT PRACTLCS,i - All, dutivitiso relating to fmplaV- mon wo sa roerx aRt, Bolo•li on, Prnmution, toroinot{on and train("# dhail be oonduoteri in a non-dioorimt"a eery moaner. Iaroo"kfl dsoioions will he baud on individwat pe rfformamod, otaffi"g regxiroments, and in adrardd"w wir govorning Civil $Oro,as taws a"d the derd*me"t between the City of Renton and the Washington State ' COunot( of CONROY and City Rmployedf. f2! U 6R R W AN Rl6 S U N rrorrs - rho Pity c,f tN On Y adeper4 A fully with all organtNdtions an+l noRe{asiona orya"iced to rrnmoto fair proetiofe and *loot opportunity in amr taymoat. iJ) A�FFrII�NNAFI�VCAA�' AN - The C(ty of ponto" Affirr,.t•ia+ ' Ant{a" Program all- ♦ NNtN to{n!d to fdftitt 6d tf equitable "oreunulto,t Wishin the City ~kforeo and le **Opro equat dopptoymont opportunity to all, It fhatt be the rooro Mai 6ility and duty of dtl City offiotats and ampinyr*d t tJ -:PPV dot the pnlioios, paid*ttn*a **I oorreativo u m*ao�r ad got forth by thia program, Carrootioo aeptoyneot rr•ngrmof 04Y bo oatdbi(*heA by the Naynr on the rea*meen da tdn" Jf an Affirmative Actin" t'Jmm{ttr* f,•r thee prvtoot*d >htro of •"play era ds wader-reprountdd. (e) C R RACTURS' UALE4AT,tgd - Pnntractord, .vbJdntraotors and expo 1.e re JJM,N*ttNpp Wdneaf 4i th the -, til 3f Renton ohrtlt ajj{r* o"d dub*arib* to the Pair Praetiera dad Nan• p(doriw{kotion pottoioo out forth by tau and in the Affir"a give ACti Cn Program. Copiee of *bid police okott be distributed to atl City *pep toyooa, ahatl appear in all opsratiandi doewmentdti e" of the C(ry, im•�ud{ng bid hall, and shot! be proetinoWy ddap toyed in artvepri=r t.. .•i!y fdoititids. CONCURRRo 1N by the City CnwRoil of the NOR of #onto", Waahinoto", ' chit _-_ 1"d day of June tyAR. CITY OF RRNT,`N: RCNTUR CITY Cotimert+ �1OntJeJgot S�RtSi. G[%.,m.r l-ttJNa"' Nar,"r Copnoit Pruido"t Actoot IastIW1 July 10, 1972 Revlsedt February 9. 1916 tevisedt Jun* 2, 1980 Clt► C3atN r ! city OF RENrON ! Sowar Rraj\Ct 040, S.e01 1s" Sewer Main Installation Shattuck AV*, S. fro^ S. yth St, to S. ath St. SCOPE or MORK ! the +ark Involved under tna tare& of this contract docuitont shall 0% full Rod COmplete Installation of the utilities as &hall on the Plan& and In the ! SpeC1/1e\Glom; to Include, Out not to llottsd tee e1CeV4t1Qn, OaC4f111 And cuepac"On, in&t Oltetioh and testing of apprOAtmetsly 1400 lineal feet of la- �� h dladotor sower lain to Shattuck Avenue South a*tween South At,, Street haurh "" tr t ' '. .rIt" whe . .r. . n.e %I.t msnholus, taws, "idn r%, t o,sction *•!st>,ag ew-te, t r 01,44*1 and selvage or :ha e.'.stlnv aenhalte, end .he eOAplslt ra.toratlon or ell our M1/ces and myt%ting underground utilities. All Contractors participating In thw work an this project shalt coldly wit All radeeal, State. County, end City Codes and Regulations appllceale to such iwntk and In cat.for4en-e with lh* Plana one Specifications. The City of Renton rosary*% the rignt to Award either Schedule "A" Qq Schedule wA-Altacnato" with either Schaaule "4" 01,E Schodul* "S-Alternate.^ rho City 41*0 reswrlles the right I. modify any of the quentltln% without having to "nopotiots the ae cost. ! r t i 1 ! 1 C" Lz Z. SE E til Y il; tjNO 4 oil 1:1111 ..,, .'� ..' ..'# %:'� � � �,,. 1! �' 1. 111��t Yritll Ii» � blur � a �' �►' r 43 Mw CITY OF F; LNTON WORKS tit SHAITUCK AVENUE it r t i SOUTH Tit il� INTERCEPTOR SEWER HE INSTRUCTIONS TO BIDDERS I. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clark, Renton City Nall, until 2:00 o'clock p.m., on the date specified In the Call for Bids. At this time the bids will be publicly opened and read, aftet which the bids will be considered and the award made as early as practicable, 1 No proposal may be changed or withdrawn after the time sat for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 9. Plans .ay be examined and copies obtained at the Public Works DeparbMnt Office. Bidders shall satisfy thr Ives as to the local conditions by Inspection of the site. k. The bid Prime for any item must include the perform►nce of all work 1 necessary for completion of that item as described In the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right Is reserved to reject any and/or all bids and to wive Inform- alitles If it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters Into a contract and furnishes a satisfactory performance bond covering the fult amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the chock shall be forfeited to the City of Renton as liquidated damage for such failure. All bids must be solf-explanatory. No opportunity will be offered for oral explanation except as the Cit ,y request further Information on particular points. 9. The bidder shall, upon request, furnish informs tion to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. ' Rev. 7115181 �SRSi RCRtldl �/T PraWstri CdR1UCfOr, SUSCOUTMCZOR Mb RO[PLIIR RIMRDIRC IQWl. 9"LOYNWT OPPORTUNITY *� w I�ITgecttat This Cartifibatica to required ptimamt to hderal tascutive Order 1114a. The iplaRenting rules and grlatisbe VmvSJs the% any bidder or proopAettwe Contractor, or Any of Chair proposed tub OattACtOrs red suppliers, shall state as an initial part of the bid or no"tistl"S Of iha Contract whether it Mt pRrticlpated in My Previous Contra t of subcontract sublect to the equal C.:pottunity clause, And, it ■SO, whatnot It has filed all COMP11ance "Potts due godsr aPpl Lrabls instructions. ka City has heretofore adopted Resolution 1140 vod►r seta Of Juno 1. 1940. Standing a 'rail P[ACt%Csa licy,' ah loplaxontgd by on 'AMMARtive hetl" ►regru' tMreen MrAdlnq the policy Of the City Of Rwten %0 prorota and Afford equal treetiant and ""Lea to all Citit0he And to assets agwL Op1OyMAt ft[tYn ity baled on Ability and fatness to all PoraOnA ragStdlNs Of "Col Creed; Color, tthalCity, ..A origin: sox: the presence Of a non-lob-bloted Physical. eehaory Or Rental handkcaPe Age or utol status. This policy Shall lktewlso apply to all contractors, awbtonLtaclors and Suppliers COttdottlhq U46LMSO with the City of Renton who in turn Shell aftlra AM swbactibe t0 *Aid Pr&CILCOO and policies. The aformantioned provisions shall ,rot apply to Contracts or subOOntncts for SttndOM wQRAe1rCLal suppliers or taw Retgfials or time or OfglnlaatlYn p t with less than eight alOY*O' of ont rocks Of Is** than $10.000 business pet annul with the Ckty. When the Ihsreinsft*r referred to as the CantrAetarl to mst,Lrfd b- the City Of AQAt9n to ewbnit an Aft)MAUwe Action Plan, the ae OlnIMUO Acceptable Prsetagq Of nlnOt)t Vleyaent will be that porcentage ttlith is currently listed in 'AppondiA 1' (City of Renton Goals ono tytabla/l In the publishod City of Renton Aftimative ACtlen Proar", I.a. 1t. This Proof" 1s Available for ro"%. at the Ngnieipal aYildk". arho underatmed Contractor therefore Covenants, stipuloto and agr"o that during the porlemiance of his contract he will not dlscri►inata sooknat any person in hltlhq, pronollnq. dlscharq>nq. cos:Wn- satinq Or a])• other tore or condition of employenht. by roes" of such porson's status. retaronee ■the 111) ca's9orkos listed in par&. 1 above. EOhtractor further Street that he will tote afflraatly* And COnct WW Action to inure full CORPllaace itb such policy And Ptagraa in all res"cts: it "Inq strictlY understood And 69r*44 that "llu" to coaply with Any Of the total of said provision% Mall be and CullstitYta a Ytorlal breach Of this Iirontradt. ntractit Shell. upon request andJor as soon As possiblo tho"attar, tu.nish unto the City any And all ���111_lnforstatioh and reports "quirad by the City to deterain, whother full MMItAncO has been Redo by the contractor with aid policy and prpgm% end contractor will permit access to his book*. mtlitdt AM I:Counts by the City for the purpose of Lnw,etioation to aectrtaln au..h coaplianes. ntractor further aCA novladgee that he he, received a true and canplate copy of the Clty's -ralr practices policy.' 11 9ner+4e 1dMMtLfLCAt1On Fua'Sii CERTIFICATION aY: CONTRAMP I O,j SURCONPRACTOR _ or SUPPLIER NANE: % T 1 I C12..d2..._r.�.N k . AUDRa3S, t f, _ ,'] �}#�,.Yi��.�) �yp�yr�(I I JAW - TITL%i r PWOM.: Z.L; fitlU 1. Commetor'SubcoAtroctor%tgPplioi has psoieipsted in a previous Contract or subcontract suowt '` to the Equal Opportunity Clause, Z1H y.,141, Co"llance reports "t• required to be filed in Connection with such Contract or subcontract, —,TeS _tie �1. COntractit/SubcahtmC"*/SupolLot has filed all ccopltancs reports duo under applicable instructions, �/ria _-AO �A. It an*wr to Itea 3 is 'Fie'. please o*plokn In detail on levers* side of snit C*fclf LCAt1Qr, ctRTITICATION, She LntofaitiOf. oboe to true AM conwlere to the "It of ey kr, wIgdgq And bolter. an • rear p ee type or pyyr �t wJ - 1-f �..- 9M ura ,lowed by City Authority: Dab: Rev, vlla) ' CERTIFICATION OF EQUAL EMPLJITIENT OPPORTUNITY REPORT tCertification with regard to the Performance of Previous Contracts or Cub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor hereby certifies that he has has not participated in a previous contract or subcontract subject to tie ' equal opportunity clause, as required by Executive Orders 10925, 11114 cT 11246. and that he has has not , filed with the Joint Reporting Committee the Director -oT--t-he Office Federal Contract Compliance, a Federal Government contracting or administering agency, or the forger President's "amittee on Equal Emplos ant Opportunity, all reports due under the applicable filing requirements. =PanY Note: ThW above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 C , 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-I.S. (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. Propnsed 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 by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. ' PUBLICWORT( OR IMPROVEMF.N" Rev, 4/83 ' PARTICIPATION CERTIFICATION: REF, R(V 15.22.650 CONTRACTS EXUEEDING S10,OW (OR $15,000 FOR WATi.RMAIN CONSTRUCTION) t MINORITY BUSINESS ENTERPRISES (ME) and WOMENS' MINORITY BUSINESS ENTERPRISES (WNBE) 1 (BUSINESSES OWNED AND OPERATED RY 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 subcmtractiag 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 m■1 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 co submit evidence of compliance with this section as part of the bid. As uaed in this section, the term 'mminority business" means a business at least fifty-one percent of which is awned by minority group members. Minority Stoup members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americana. The City will consider sworn affidavits pramented ty 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 dammed 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 f, L � a AJ 1 w Certifies that: Nam of Bidder (a) it ( omo* (does not) intend to sublet a portion of the contract work and ' has (has not) Laken affirmative action 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 to listed below. Indicate whether MBE or WMBF. and identify minority group. (It necessary, use additional sheet.) ' ICE Min. Gr. WMBE 1. ❑ ❑ ' (Name of Firm, Bid Item, Results of Contacts) ' )' ❑ ❑ L. r❑—� ❑ ' S' IJ ❑ ' Mr./Ms. has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. 1 CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PUN 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 0b) 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 are valid for the current calendar year. Company Date ' BY: Title ' OR a c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plait will be subject to review and approval by the City as a prerequisite t- 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 1) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: \ Tit; T OR d) It is hereby certified that an Affirmative Action Plan will be supplied ' to the City of Renton within five (S) working days of receipt of ratification of low-bidder status. Said Plan will be subject to review id 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 Utilisation, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. _� it) __ Compann ]l / at ' `r _. =iY .i. trnna�� Rev. 9/9/73 MJ /\ ' Uteloon , Inc. , Fereinafter known as Uteloon agrees to the folloving flan in meeting its equal opportunity obligation pursuant to :xecutive r'rder 112.,6 ,and TitlaV! and ViI of the Civil Rights Act of 1064 . i.:oual =mrloyment ^voortumity Policy Utelcon's policy assures that applicants will be erployed and will be truacei during employment, without regard to race, creed, color, ethnicity, national orgin, sex, the presence of a non- job - related physcial, sensory or mental handicaps, age, or marital status e This policy shall apply to every aspect of employment; upgrading; demotion; ' recruitment; layoff or term..rtion; pay scales; and apprenticeship or on the job training . 2. TMI. _'e1CV--T Cr`7MN"ITY OFnCZR Uteloon hereby desigates :Schard Wilson, owner, as C3^ officer with full authority to administer and promote an active program of equal employment opportunity. ' 3. msenination of Policy a. %ohard '.Ulson personnel authorised to hire, supervise, promote, demote, and terminate employees, who recommend such action, or are involved in ary of these actions will be made fully cognisant of, aad will implement t"elcon's policy and contractual responsibilities . To insure the advice is carried out, the following minimum actio:,s will be tai:eni ' 1) "sotings of forensic, leadnen and personal'ndieated in 3a above will be hold periodically not loan than semi-amually mr:d Utelcon's equal employ- ment opportunity policy and its Implementation reviewed and explained. These meetings will be conducted by the -fficor. ' 2) All new foreman, leadnen and personnel indicated in 3a above will be thoroughly Indoctrinated by the -:-:- ^fficsr covering Utelcon's equal employ- nent opportunity obligations within thirty days following, hiring in. 4. :ecruitment a. Any advertisements for employment in the newspaper shall include Uts.coA's '• an equal aoloyment ^pportunity :;mployer ", or recruitment for Utelcon's employees will br: by Affirmative Action order to the State Cmploynent Security Commission when a vacancy is to be filled by a minority group person. b. Uteleon will encourage employees to refer minority group applicants for 1 employuent in discussions regarding the procedure for emploment referral and by pcating appropriate notes and bulletins on emploee bulleiin boards. eorsonnol hctione a. All benefits, monetary and working conditions, will be extended without rofard to racc, color, creed, ethnicity, national origin, sex, the presence rf a non-job-related physical, sensory or mental h►ndicap, age, or marital status. The following actions will be taken: 1) Periodic inspections of Utelcon's facilities will be made to insure non- discriminatory treatment of persoral. t 2) `loge evaluation made to insure non-uiscriainatory uses practices. 3) Periodically review personnel actions for evidence of discrimination and take eorreottva action where indicated. 4) :nvestigate in full all complaints of alleged discrimination and take appropriate,act ion where indicated and inform all complaints of avenues of appeal. 1 6.Trainlnc and Proawtion a. Utaleon will endeavor to locate, qualify, and increase the mkills of :'inority group employees and applicants. b. Consistent with requirements and am permitted within ?aderel and State rsoulations, Utelcon will fully utilise training programs for the contractual area mad advise employees and applicants of these programs and their entrance requirements. c. A prograu of review of the training and promotion potential of minority ' group employees will be conducted and these employees encouraged to apply for ssme. 7)ILkUn,.ractinc Utelcon will strive to utiliss minority group subcontractors or those with aianingful minority grout persons in their employ and use all effort to amours such subcontractor comp_aance with their equal opportunity obligations. 8)aitelc n v4llke a. Uta icon v'l keep those records necessary In datereing compliance with its ' equal oppor,unity obligations. They will indicate, 1) 9rsokdown by work classification on each city, Federal or Federally - assisted project of minority and non-minority group members employed. 2) The progress and efforts being wade in cooperation with unions to t increase minority group employmert opportunities. Y Utelcon's progress and efforts in locating, hiring, training, qualify- ing and upgrading minority group employees. ' 4) Utelcon's progress and efforts in securing the service of the subcon- tractors noted in paragraph 7 above. b. All such records willbe retained for three years following contract cot- pletion and be made available for inspection by the Contract Compliance liviaion at reasonable time. c. Ulcon will submit periodical reports on forms furnished by the compliance Division of its employees and those of its subcontracts, if anye d. Uteloon will require tn, every subcontract of 't.l,OJO or more a `.M r..ativc Action Program eonstietinC of all requirements herein or with such modification as is necessary to obligate the subcontractor to a progrann ' of Srfirrstive Aotlop, copies of such prograr_ being reteinei at ±'telcon's ofrico. y)t OT Cto.ocn has a conpiemont of 5 employees, I of which are minority group Sn- dlviduals. An appropriate balance in the oomple•vnt s 1 white, and 1 nUn- white. locause of limited number of employees and low turnover rate, a good ' faith effort will be made to hire minorities whenever a vacancy occurs. 1 Cl TV o! tlrrtoo Cas.l hel At/1Iar11 ►Grtm"Itioa for.1 ' NwTg11N1oa,Mr1-irgt, 1111I ■Inlr AP IAtlw4e4tral IIIt IO-MIUSIM AFFIOAViT Ie1n2 aulr I. A. aogN.e Ina Nr<. that N It rfr 1aa11l-cal W . .1p IUYO.1ted the Ipagoing 0f000611 W 11a, tN Ihaf {,Ch %it is wo,ft M6 rot spas by COI- 1.11N p MN 1h lhe laurel+ W Oh behalf of why parl0a dot thenln hat{ye. Ma Iur1Mr, they rN MpnMt MI hot anKtly r.a"N .n11CItN Mr OtNf n 1N f baaK oWegonq qr1 p Ia111.osav :O wf In a .11aa c or Mr ~ W. p <Or►Yalim 10 f.NLn "M Il Nlnq, aN tq+ aap0.ohr N. pi .. MY .,oft, nought by Colwaion to stew. to nlyll by :O anv O+Nr yar.oh ahv IIVIn+.q1 oYM other 6104a, tv IIO c"TIf ICAT1O1t W1 Ass(i0 [MT OF AMTI-T"T CLAO S TO FtFIMSDI vahap Ma OViCNN, r.w,t. they ,h KtNI K1YMrlc yrKtlN OVM<Nfga1 fMult inq "m lnti'Iry.f vi011liOn{ tla ,n fact u1W11, beat /Y the gWCNN'. lhafefWe. Veneta nK Ny N4gna to µrcholar Mr ..it all claim, fair .uch 0.4, ~90. a1 10 gaits, aN Yler"Is "CNiN in ,,enaction .Ita this What p cohfraN. ..~ a. r0 OVKCNfq.. ry{Wtlnq fry. Mll'h V1t n011h Mt CM' .aicl.q .ItK the we Of th, old, yyo Ot, p O1Nf yi n, pt.tt"hrnq tN arl<. Wlaf to,. Waal p <OntfKt. Ih aNlti0y, VMlap N1IM11 Ma lagf.lM1♦ the+ atch 01 hi. 4Y911,Kt .ha .YOCMtfactor. <NI I af.,gn a., Ma .11 ..0 CI.IM fo 9wr hs K. 1W)bet t0 eN alpa.,wtnhal .KKM1M. ' A11D slot"NAME AFFIDAVIT Fes{ ', 1N IManlgMa. ho.lhq peen 4.1v fWln. 01100N4, for .na A •i$r the, .n canned-M .1tit the MNWYM'. OI yN .or. 0' fen ara,W, IY..Ii pee ag,h C1.1501411M of Owe" .0f.a.h, p . 114011 I Iowa 1a the WfWYnt. Of 1oCp aOft: hat 1011 fhN the 1NN111nq 'a'* at Nq. W not lest than the .ln law.rat. Of Nqi. % saKNNa m the 0iK1Nt wlrKt: that I her, r..a the aWW Ma fpagolnq st,tioaol we cwt,q, t., y . the .anIN.N tharool Ma the .WfianN .1 ut yp bl iMraln .t NN yo ,Y U .Haq. tea ""at, fON. M9N COLLISION AFFIOAIIT, ASSIOMMeT OF MITI-MBY CLAIMS W KID*= AND MINIMY WINK AFFIDAVIT(( 1 41 01w,o! h.rct� 111F � J: a iMf . IN r- 0M11Ir DIM anI wa t. �.aaq . NQrAN Ir fiquBllt.pp f `I a e a W •r. ' `� T �• .1 MIIay1.n Of WASN�H IW II7 )LLCM ' DID BOND NO. N! 0010080 . ! BID BOND FORM ! �InV, awAaA d deposit In the form of a cert if led c, "k, cashiers chock, Ca-A, ! `C_.b 10 in the amount of $l yTr rh lch anwnt Is not Iess that 5=: of the coca amount bid. ! - = -�> Sign n(,.e�s� ! BID BDND all ",en by tmest r,rsen:s: ! tnr we C 8LC0Yy ItX as rrincloals ant (EJ1! OSN1VBAL INBUjMCE CO^I'AN^ a: Surety, are neld and primly bound unto the city a: Benton, as cd lo�ee,,- +n penal Sur, of FiF I'Ei:;i i li0U5�AN�_9ilp -..__.-.---_---Dollar;, for the Pavmen• ar ! — , of u,ltn Ins ptlnClpbl and Ime sJIC[c m tnemSeives, tneir Airs, executors, admiral sife]$nr,, successor, and at Signs, ),Intl, and severally, by tnese p`rsemtr., ! tm. Csnd,:;rn n` tnlF 011 . tlan ;; sJt- too, t, if. notice, shall ease ah- w,ari Is, Ina v-In.iciai for 3-401 SE:41;1 PROJECT atcnrdi•+r to to, lets, er Inc PrO:osa. C^ a a madv a• tn•: rr inc,cal tncrrr,,r,., ! an,+ the r inclpal ,mall dins makr an' erte, Into, u contract with the owtigev it .in In,, terns 0' saki nn Did ano award ant ,hall iv, boo, �w the ')'.ltl'J1 performance tnerrt-, , ). rrt n' SJrn:1e2 anhrnve. ..,V tn:" ! obllpet; or it the orincioai snot , inc?,o C' IaiiurP t,, do t,, oay ao- 'O r,, to the a:1 ipee tho penal aaocint OF I" **"Ii• soecifl,d in the call fo- EAOS. Ines th+, oblicat'ron that) be null ,m^ void: wrtrrwlsr It shall br and remain In twit force and effect and tha Surety trial! forthwitn pay anq forfeit to tne ! obligee, a. penalty and liquidated aamages, the amount of this bond. Signed, seated c dated this "''' day of JANUARY , Iq N7 ! 1,7YRLc0111, tNC, ! Principal\ �•iir�Y,� U.N;:RA.. !!^tljtANG(.1COt11'\N,' n Surety OARY A. 4tAND ATTORNEY-IN- C' ! JANUARY 11 r ly B7 ! ROCatead return of deposit In the tum of ! CREDIT GENERAL IN8UPANCE COMPANY RPRINOFIELO. OHIO POWER OF A:M1RNFX — FOR BID F ADS ONLY PRINCNUL ISTELCON, INC. EFFECTIVEDATE 1-21-87 CONTRACT AMOUNT_,. 17_1000.00 AMOUNT OF BOND S 15,200•00 .---._^—�..._.. PUWFR NO. MI OOlOOBO ....— KWM All.MEN 8Y THESE PRESENTS Th.l tk Cmin 11eMr.l Imunms t',xllpiny,i l'�nlumlmn mlhe 9uls— oTOlb.11\'M{W Iwmv oRicr N(1M s.A LITMMIt Sw,,%pnoolpfd.(Mx.(+Sill,lm•x1Ym be 111t InlM.wlnµ rt,YlU1xM,yA.PW A.fA^R.NN nr 11fIM11A UIIII!Yid COIIIPinV,M rIM ' lbdediy of le I'AtY,he wm •I(emY,M, Iit., .ny I.Y orrlrery of the, t.mw, ,A.11 he,, .ul M,rBy In m.kr, rvruV .nA dellrer . Ibwer of AlllfM) rnMtl,x,lnp a+ tttoreeo -he-Fm1,wrh We eeina firm.,or vorpnralon,a,map Iw mlrrtM from 11mr W 11m1 ' flr 11 hNrlhrr Re.WvM,[11.1 IN,NYt+aum,,f ee rh nrtlrrn.ml tb :t"I of the 1'""" nmv M.ff1+M,o MV ,.t h Ibwer a AnarM) .r .1y mrllflr." rslettin. 1M1111 be fenimile. 1md .n, ,verh newer of Altorlmy or rnrtifka M.rind..rh W,,leblle +1AnNum.m peel Nlh•w.l.h.11 M,dld.IId hin it n.1,Imn Ibe.Qx.fmn).nd ill\wrh pwen w e.r,mM.nd rmlflyd hp(.e,elmlle .hln.tnm..xd Lr+1mM m el+bell h ..hd.tW binding ufmn the,1'omRen) tee the.fxt.m woh re i% r,to on) bud or underli\Inp 140 w M.h a I.nuxrh.vl Am.hemby mike.nemnum.M.Phe1N I.;, K01MUTEK ANDNR DART .A, RAND nx IMC iml l]1w rY1 t NIOAlfylxl+nim(.11h 1411 f„wrr.ml wdwnry hrtAv nm@rmt mly lNlM,Mws.MNe.d,mxlpa nnum.a'Klx.nKdprxM drhref to n.Mhll.ml n.wY iNl dmJ.u lolb.e TM ohllpelhm.A the I ,,,fwn,..It mY t,,Wel I.,.humlml,heuulxl lY:1p1(\h)1.11 dn11YA And In InM Cmdn Gembel 111wnmt C,Ye91.ny tlwmbv..Nil*iM u,the, exam m II+Ych bbmd o1 unAennhlnp wu skilled by Ihr duly ' NnIFNlrld nf11ttA or lh[l'Rd11lRMpl InNlr.mt'l'tm1P\hV.MJ ell lip MxYf Ltd Alta((KYlal PUAY.m md1[WINMIy IKRmgiven,etftl%V hVltttlfW W4 Vm1YRYvl IN If IKKEOy.Ihr Crrdil 6emr.1 In..,....CwmMm hM r.um•d%be.-Pmw nl+Ile be i190M by two tefflten of the Com,mn, nuf 11.,orWnlr wvf to M h,•relo.rthM CRh'll r GENERAL INSIIRANCR COMPANY f y I,i�t N NIV,,,Pumx I » �•INi�* .- 'aZ.SaZ vw.waMrn .. sup oi 1 Ion the. I,nh d., M MY, lum.befylR 18R ollowrlMq•N.,&,y IYYk of Ihr Rum of Off.ddy ammfwl.mvl.nJ V,,xlirhvt. ame V,,rmm d.(ortln.nd Ime Id r.IbudtlRi.h Rf fpid f?wdlU:ener.l IMf\Rre l',,mpwny,a,mr,.•nmully known Ia M 1 he Indlr Idud+ .rid o der hen•lo.end wM,e.Yf11W Ud PMt•Mlnd 1MinmeRt.nd.eY nnwlydpM Ihr eh n of the omr.Ynd Mtnµ fee, me d*l,+worK,dr1od Y1d M mid 11,mlmntuha h,—Ai iRNrd ne Ihr DrrvwtlnY 'Iruw.pnl{.th•Iiwp,l.If NrYI of..Id t'omPRyt W Mr.MA 1-nrl•tnlr 8eil.m wlpul.m u ottf lk.wrm duly.floe:.Ynd,ub Mrlbwd t,,tM Wd Imlrumrm h)Ihr mnhlwlry AM NfMhm,,f the,.IA 1'orptatlon,Yu l Iba the A•mdnuon of.i1J lbmimnv,rrlermd la In the Pn.'MInA iremtomrn61+now in force. IN TILNTIVUNY 11%TIV11"It',1 h.w•hrn•xnlo w•t net h.ml. ttA.Irfxrvl nil ofY ieul w•.l.t sprondfkld,O In,the d.t .nd tt•wr tabeo w enrltl.n. t o SHARONL OVIVAS NOTARY PUBLIC,Sun of 0hu, My CaMIRNIm RipilY)intury Ih,19KY t SIIwdOMR 1 Zs: 1,lM umknldnM,mrnlirY W VIULDfT ORNRRAL INB WARMS(R)MPANY.R mep\ rorpp.Jon Yf the NWr of Uhl,,. DU NEMF tV IFItTIVI Ih.t the mmdoln..nd RtWhM p...of A"a"W Ce•rtifletle,of Aulhe,rlly mman+ln fRll fomr.nd h..nW ' Are,,mxw\rvl..nd N111% o.Ym,tAu lbe Remy\then of Ihr 11g,"of DIR.y,n,Y m•1 fofth In,M(Y,tlfkeeter of Amthorlt,,N n,,e lY f,,,e nl.nr.l end hr.h•A u 1 be 11nmr URlee of W ,IA OMo.MAIN lhN 213T ddY yp JAN AR AI).,INH i �0'°A's� J� 1oY�IY(iY, PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby cartlfy<,, that r, has examinad the site of the Proposed work and has read and thoroughly understand a 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 and in figures.) S1 0 Addtrss pn Names of Members of Partnership: 7 tin 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 City of RentOO , Public mark, Dep,ttmant h S Shattuck Are S Interceptor Sewer 1 Schedule le A from T tth St to "outer way S PVC Pipe A{trrnate / SCHEDULE OF PRICES (NOT& Unit Price,for all'ttems,oil ert¢ndons and total amount of b(d must be shown. Show Unit(rice,in both Wort♦,and f(QUrt3 and whmre ■ conflict occurs the written or typed wort(,shall prtva(l,) '■1 ITEM APPROX. ITEM MITN UNIT PRICED BID N0. gUANTttY (Lott Pr(cu to be Written 4t Words) UNIT PRICE AMOUNT Schedule A R T ` Manhole, Aa inch o(amoter with Facn metre to k base or.flange Pat Ea h Q �7S �• g.Z..S t word,) Irlgurea) 02. 1 Manhole, 54 inch Diameter with Each Drop COnntttio And matt% thick be I or flange i Per 0). 6 RamOra and Salvage Eal,ting Manhole Each f Pa Eech 00 Jaoe 04, 906 16 Inch Diameter Sorter Pipe Lineal root (Py61 - •. V3,� 1T 7 5io e� �h a5' TO 12 inch Diameter Smear Pipe Lineal foot (PVC) Per Unnt ro 750 i new a a Inch Diameter Sewer Plot lineal root (PVC) v ' ` 35 130 Pet tine, r t d). IDa A thcn Diameter Tewmr ►lpe far Llnmel root Side seers .J Pmr lintel P of L Page 1 I k, City of Manton . Nblie Works Department S-401 She t uclt Av S Interceptor sovor Schedule A from S lth St to Mouser ■ay 5 PVC Plpe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for oll'items, all eztentlona and total amount of bad muat be shown. Stow unit pftces in both words and figures and whom conflict occurs the written w typed words shall pnvaiL) ITEM APPROx. ITEM WI UNIT-PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to inWrftten in fortis! p AR T A Schedule A 0s• 6 is Inch . 6 Inch Tee. Each S _ Per Eacn iW r tr lgu nsl �""_ 04. 1 Connection to Metro Sher Main Cusp Sus S � Per Lump Sum .a.�d➢... 00 _ 10. Ten Pipe rouhdation Craral inn Pet ion it, loan Gravel Dorrov for french Wackfill Ton f iy,._-. _ LYJ_ Par TOh --- t^"� Crushed Surfacing Top Courts Ton %/I Inch Minus Pef ton is. Iso aspnelt Cement Concre is Class e TO,, Including Paving Asphalt for rr c vets P pen D �sz ._ UWw t�1 Ie. 150 Asphalt Cement Concrete Class a ton tnelud ng ►wing Asohelt for .'ere e t ova r arltltr Pet T n Peas I ------------ City of Banton . Pudlic ■ar4v baoottsent 5-401 Shattuck Ave S lntarceotot S*e*t Schedule A floe S rth St to Nouset ray S Pvc Plot Alternate �..- SCHEDULE OF PRICES (NOTE: Unit Pnces for allittoot,all ettentiOA3 and total dmmint Of bid moot be Shown. Stow unit pnceS In both words mW fidurra and whrnr ■ eonnict occurs the wntton or typed words Shull PrryoeL) ■1 ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PPICE AMOUNT N0. QUANTITY I !Unit penes to be Written in Words) DOLLALR5 Ci Scnetlula A Adjust Manhole or Catch Baeln to Each Credo alter Psvasent av*tley S Pet tech Urdtdal (t ou nsl t^ A Adjust Valve Bak to Credo folloainp ra[n Pavo. Overlay 5 fi I" 1 Televialon Inapect Lon LUMP Sum ' P ,of Lump Sum to. 1 Construction Staking end Loop Sao As-Built Notkf t pp r P*T Luwp Sue l 4 00 _� . 35 a Inch blamalat Pipe rut Lineal Foot Store Soaar Par 1.1 neA fOOc —���`_ Catch Bolin ryoe 1•e Aeh Pec Each aw ti . AG PurtlAnd cement Concrete Sidewalk- Sduate I yard (removal and replacemontl Poo* 7 City At INnten , Public works 0eoarteent S-401 Shattuck Ave 5 IAtorwptar Se+er r Schedule A flow S Tin St to "sugar way T PVC Pipe Altarnite t SCHEDULE OF PRICES (NOTE: Unit PMcea for ollltems, ail eztendona and total amount o/b d must be shown. Show unit Priced In both word$and figures and whom conflict occurs the written or typed Words&Noll prevail.) ITEM APPRo%. ITEM MIT" UNIT PRICED •IO UNIT PRICE AMOUNT NO. QUANTITY (Unit Pmces to be Writ ton in Wordy aA Schedule A 22. 50 Portland Cement Concrete Curb Lineal rcot and G ttat (reearal and S— anti SL00 Pe heal root (words) (r lautns) Subtotal Schedule " A.• LAI{ " 8.1■ Sales To. 5 total Schedule A.. _ �"A, 5 � 46 Pa e . Clty or Renton . Pnplic Works Departeer Sc Shattuck arm S Interceptor Saayr Shed duOul• all ItOe S 7[A St t0 Mouser Wq S 0u the lion Pipe ey Poly-,[so Alternetr SCHEDULE OF PRICES (NOTE: Unit prices for olilten.ar all extentions and total amount of bid mwt be ahewm Saw unit Mesa in both words and figures and when conflict occurs the written or typed words stroll Prevail) ITEM APPg07f. ITEM MITN UNIT PRICED BID UNIT PRICE AMOUNT ' NO. QUANTITY (Unit Prices to be Written In Words) DO SCHEDULE ' fa** a 31• manhole, es Inch 01114eter alth •ch extra thick hose at flange l�..r._{ lam z > Per Gch (War . figures) -- 02, 1 manhole, Sa Inch Diameter .ltn sch Drop Connection and *Kira thick oaf or flange 36z� psi Eac • Q . ��—Ol. Remove and Selvage Ealrting Manhole ! ,$Oca 300d Per aCA ' 06. 06 Is Ines Diameter Sewer Pip• ineal Foot (Ductile iron a/ Poly•arep) Pe I, e fodt •� as, 0 l2 inch Diameter Saver Pipe in•el foot (Gucftio Iron a/ poly•arap) S�L_A Per neat 400 era• a Inch Diameter Sever Pips inaal root (Duc iron .i Pply-•np) T Per VAMOINT004 lug a Inch Diameter Sever Pipe for .Ineal foot Sid More Per vines rova iN.. Page 5 City of Renton . Public works Department +-4+11 tih Attuc4 Ava 5 Interceptor 51ver '•r heuu le AA from 5 run St to Hauler way 5 �f ` nnftlia Iron Plpe e/ Poly-step AlternateY/ SCHEDULE OF PRICES (NOTE: Unit PNces for all1terrts,all ettentions and total ornount of Did must be shown. Stow unit prices In both words and figured and when conflict occurs the written or typed words simll prevail.) ITEM APPROX. ITEM WITH UNIT PRICED OID UNIT MICE AMOUNT NO. QUANTITY (Unit Prices to be iprlttetl In WNW Schedule AA nn_ is Inch e 6 Inch rose ! a:n f. ,tom C rYs164..1 O 0C) Jim Per E@Ch (tlOrdb) (figures) 09. I Connection to Matto Suer Main Lump 5um Pai Lump Sus la. IAd PIP* foundation Gravel inn _ Soo pa Tan ' 11. Iona Gravel Borrow for Trench Beckflll Ton ' Pot Ton '— 12. 360 Crushed Surfacing Too Course ton 5/8 inch minus / sfwww 6 3 Pet on 13. 1 0 Asphalt Cement Concrete Class e Ton lnc ding Paving Asphalt Pe n I M y Aw t1 lA. )yu Asphalt Cement Concrete Class s tun lncludl Paving Asphalt for \ P 6ve0e VAT Isy y /� Pet T Page 6 City of Rsntan , Public Works Department 1/ Sehad )nattuoe Ave 5 Interceptor Sway 1 5cnedule AA floe 5 run 5t to Nowm[ way S Ductile Iron Plpa v/ Poly-wrap Alternate SCHEDULE OF PRICES (NOTE: Unit prices for ollltema,all ertentlam and total arrant of bid rmtst be shown. Show unit Paces in both words and nttur'►s and where conflict occurs the written or t)ped womb dealt prevalU ITEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be written in Words)man 2066ARS Schedule AA is. 11 Adjust Manhole or Catch Satin to a�'n Gfade after Pavement 0 Orley P•[ Hacn7114r iml riqurms) le. Adjust Valve On% to Gn v^ follo.l•0 bah Pevel t 0vof l my ` tee _7U Pmf U. 1 television Inspection umV '•u. 5 G?5 .. ! Pat lump Sum ltl. I Const[uction Staking and As-Oulit Notes _ J / Per$u■ u --_ A Inch Diameter Pipe fox •+.al rao, Storm Serer s. 1< -- Pet Linear root 2tl. r,tCh Sgin type I•A ' men Pm[ -Each ....._ • � o Portland Cement Concrete 51416• 41k `••war• v•rd (removal and replae*aent) d 2b ja ►n Squste Y Pao• , City or Renton . Public Works D000rtsent ,aal Shattuck Are S tntu'�ceptor Sever L� schedule AA Iron S y_h St to Mouser Way S /) Ductile Iron Pipe at ►oly•et W A1to Mate SCHEDULE OF PRMCS (NOTEr Unit pnces for all Rama,all est•ntwets a total amoamt of Dd must be&town. Slow chit prices is tnth words.ad fagums orks whom conflict occur the wntten or typed words shall prervaall ITEMrAPPROX. ITEM WITH UNIT PRICED !IO UNIT MICE AMOUNT NO. limit Prices to Oe Written M IWrwSchedule AA 11, Portland Casent Concrete Coro and G or (re43val and r real* t> t . . i Par • root (words)_... ,,�.i n•; __.._.—. subtotal schedule ••AA•• t /G ' 4.11 S410r Tao I S Total Schedule "AA" y t 1 1 A CitY of Renton . Public eerb beeertoint S-edl Shattuck 410 5 tnt*reoptor 5...r ._ Schedule a from Nouarr Or 5 to 5 *in !t / Pvr ripe Alternate t SCHEDULE OF PRICES (NOTE: Unit Pica for all`Items, all estentkna OW total amount q hN) must be shown, Snow tacit Prices in both worft OW flguns mW where conflict occurs the wntten Or tvPed worts&poll p►ew l.) ITEM APPROX. ITEM WITH UNIT PRICED 810 UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to W W,ttton in wotda) Tj, 99LA T� Schedule a Manholl, a& Inch Diameter kith extra t Y ease of rl qe 74... / 77 Prr [Pcn V (rordai (rtyu tea) u7, i Manhole, 54 inch Dlamatsr alth Each Drop Connection and *airs thick na or f �._ oat per each , 1^,,,�,r 3G 2 i '�• 1 memo.• and lalvaoa e.latino Each manhole Pef(loft 'sir.-A A _�� _ 000 P aa, Too is inch Diameter Savor Pipe lineal root (P41 VC 30 !;J7 ' DS• 50 to Inch Diameter Seer Pipe l lnkrl rnut (PVC ` J ru I 5 JU Per Ltnaal fn ,�• l •0 6 Inch Dlsmatut Pipe far -. Inee1 root Side Se.ery S251) s Pat llnmal oot sefc/,L _ 11% inch A e Inch rasa ��•n Oar C6cIt .. P City O/ Banton , Public eg Tke Department S-eol Shattuck M• S Interceptor Sear Schaduls B from Mouser May S to S nth St PVC Pipe alternate SCHEDULE OF PRICES (NOTE: Unit prices for all'items,all ertentiau OTW total omntaht o/bid must 0e shown. show Ilnl, prices fn both words and IIQI/MJ and where conflict occur•, the written or typed words shall provoil.) ITEM APPROX. ITEM WITH UNIT PRICED 810 UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written/h Words) 0 AR T Schedule a Bared Crossing or VN Railroad ' L + „e Including Coming Pl • - t U _ 3 U_ ' Per Lump Su (Words) (FI ref) at. l kanhalf, to Inch SPeol.t at •e Lung Sue etth Estta Thick Base or Flange ' S l Par lump Sum Ia. Tee Pipe Foundation Gravel Ton pet Ton l;. 2u aU gravel oorroe rut French Backrlll Ton Pe ton ' l7• Th„ crushed Surfacing Top courts ton S/a Minus S' pit Ten If. loo asphelt cement COA,ret• Class a Tu11 Incluaing Paving asphalt for tr h PetC ! v r' 3ti 527 Asphalt Cement Concrete Class a ton Intl nq Perinq Asphalt for Pav • t aver Per On Page In City of Mmton . Public works napartwent S_471 St4ttutk eve S Interceptor Sewer ' Schedule 0 f[om way S to S qth St PVC Plpv Alternate Alternate II i SCHEDULE OF PRICES (NOTE: Unit Prtces fur all items, all eztentions antd total amount of bid must be shown:. Stow unit prices in both words mid figums and where convict occurs the written or typed words shall prew(L) ITEM APPROX. ITEM WITH UNIT PR!rFD BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written m Words) DOLLARS CTS. DOLL RS CTS, Schedule B 15. Adjuet Manhole or Catch Basin Each to Grade rallowlnq Pavement Overlay ' Per Each (cords) '-- (Flqu[ea) 16. 5 adjust valve Box to Grade ' Each rollo Pavement Overlay f Sv Pet Ch 17. 1 televislon Inspection Lump Sum t } 7.21 P [ Lump Sue Q -- ' 10. 1 Constructlo- Stakinr and '_ump Sum As-Built as iyo.,..._ f 760 170C) / Pet Lump Sue ' lv. 50 Portland Cement Concrete Curb and Lineal Foot Gutt (Removal and Replacement) 3 Pat Lineal Foot 20, 40 Portland Cement Concrete Sldeva P, Square Yard (Remove and Replace) Per SAUe a Ya[ 11. ao0 Lane Stripe (4 Inch wide rahtlnous) Lineal Foot Pet L1nC• Fo �` J City or Renton , Public Work% Department S-401 Shattuck Ave S Interceptor Saver Schedule B from Hbuaar may S to 5 bin St PVC pSDa Alternate SCHEDULE OF PRICES (NOTE: Unit Prices for all- items,all extentions and total amount of bid must br shown, grow unit prices in both words and figures and where conflict o^curs the written or typed words shall prewriL) _— ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY !Unit Prices to be Written in Words) DOLLARS CTS. 40 AR 'T Scnedufe H 22. 730 Painted Double Yelluw Center Lintel Foot Strip Ia inches Wide Each StriDei Per Llo Hl F t (Words) (Figure$)! 23, )60 Painted Gore Stria, a inches Wide Lineal Foot for 9 annellzation f 3 lei 40 Per Llneal Foo 2.. 24 Painted Stop Bar (18 Inches Wide) Lineal Foot Pe V Intel Foot . 360 Painted Crosswalk (Bar Pattern i neal Foot 10 Inch s 120 Inch Each Bar) f 2.-.� :), �© ' Per Lineal Foot ' .� . 200 Painted crosswalk (Parallel Pattern Lineal Foot 12 inches Wide) 06 Pei Lineal Foot B Pointed Traffic 'ONLY" taco f �- f .2 2 ,z Per Each I1 Painted Traffic "Rrroe" E acre z4) Per Caen Pe a 12 City of Renton , Public Works Departaent S-a Ol Shattuck Me S Interceptor Sever Schedule a from Houser bay S to S ath St PVC Pipe Alternate SCHEDULE OF PRICES (NOTE: Unit Pnces for allitama,all ertent)ans and total amourt of bid must be shown. Sow unit prices in both words and figures and whore conflict occurs the written or typed words shaU prevalL) ITEM APPROX. ITEM WITH UNIT PRICED B!") UNIT PPICE AMOUNT N11. QUANTITY (Unit Pnces to be H'ntten in Words) DOL6ARS CTS, DAR .T Schedule B °. x' Plastic Traffic Button ■ Per Each (Worus) (rigures) T■ Subtotal SCheto1* " S' 4.11 Sales tax f �0 gh 3,zZ Total Schedule " B" f � $L Pa a 13 City of wanton . Public works Department S-401 Shattuck Ave S Interceptor Sq.,, Schedule eA from Mouser way S to S ath Ductile Iron Pipe ./ ►oly-•rep alternxtr SCHEDULE OF PRICES (NOTE: Unit pica for all Items,all estention. and total umount of bid must be showm grow unit prices in both words and figures and when conflict occurs the writ_"or typed words sha!l prevaiL) ITEM APPROX. ITEM WITH UNIT PRICED BID UMIT PRICE AMOUNT NO. QUANTITY !Unit Prices ro be Written in Words/ AR T Sehedale ea Di. 1 "annals, ae inch Diameter .it., Each extra thick oast or flang, ' e[ Gcn (words (Figures) • 1 manhole, se Inch Diameter with ' Each Drop Connection ana extra thick oa r flange S j7 ll Per E.ac � A\ 01, 2 Remove and selrage`e.tttl Ea( menu Pe am -- na, 700 1e inch Diameter Sever Pipe Lineal root (Doc n Is Iron a/ Poly-reap) Per 1 el foot ' 05. 50 10 Inch Dlaater Sever Pipe 411,41 root (DuC a Iron ./ poly-*rap) Per Ulnoet r t u ,N-M Diameter Pipe for '. +e al Foot Stde S a H S Per LIDJ181 y of 07. 8 18 inch k i Inch tees Each f % Pay, 14 City of Renton . Public Works Department S-A01 Shattuck Ave S interceptor Sever Schedule WA from Neuter Way S to 5 Ath St Ductile Iran Pipe e/ Poly-erep alteTnate SCHEDULE OF PRICES (NOTE: t!n(t prices for all'itemn, all estentions and total amount of bid must be drown. grow unit prices in both words and figures armt where conflict occurs the wriHen or typed words Nro(I prWwtL) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to be Written in WofdU DOLLAR5 gTS Schedule Be Bored crossing of B/h Railroad umn su• Including Casing Pipe t l 5 0 5D ar twp St um Oros) (rigu et) (! man Ole, Sa inch Sp l 1 t •e o „* .lth Extra Thick Base or Flange It 57U P![ F-:P !yA P e, ipe Fondatlan Gravel Per To. / 11. 2000 Gravel 0orro. for Trench 8aCkfill Tan Pe Ton 11. 260 Crushed Surfacing Top Course Ton 5/8 Minus A Per Ton U. 100 Asphalt Cement Concrete CI... e Ton Inr.l ing Paving Asphalt for t ^• P T ^� IN la, 320 Asphalt Cement COnCrlte C1ass B Ton Inc Ing Pavt ng Asphalt f0[ +4400fint Dvet\ `, y Gf1 Pm Ton . City of Benton . Public tone Deportment 5-401 Shattuck Rvl S JAI....plot Seem, Schedule BA from Hauler Bay S to S Ath St ouctlle Iron Plpe e/ Poly-wrap A!tdrnote SCHEDULE OF PRICES (NOTE: Unit prices for all-items,oil ertentia ra and total amount of bid mLket be MnOwn. Slow unit prices In both words and figures and where conflict occurs the written or typed words anall prewil.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT P.t ICE ANOUN• NO. QUANTI rY (Unit Priers to be "It*"lit Words) rT OLLAR$ q Schedule BA is. to Adjust manhole or CJtch Beet, Each to Grade following Pavement g overlay S P• t•cn Words) )o (f lqureo) le, 5 Adjust Volvo So. to Groat Each folio n Pavement overlay S ' 7� 2ju li. 1 role 'Stan inspection I JmV .Je 1 ' la. I Construction staking and T� Lwp Sum AS-Built Notes S l�u-.0 S. 7 o c u Per Lump sum 19. 50 Portland Cement COOarete Curb And Lineal root Gutter ewuval and BepiAcemont) P•r n Poo —�� Portland Camewt Concrete Sldomalk Square Yard (Bomove and Replace) Par sduor Vero 21. 400 Lane Stripe (a Inch side Cantinauv) Lintel soot �( t . .3 T Par Linea r t - CItY Of Renton , Public Works Department 5-401 Shattuck Ave 5 Intercaptot Sewer Schedule NA frog Mouser Way S to S ath tt Ductile Iron tips at Poly wrap Alternate ' SCHEDULE OF PRICES (NOTE: Unit prices for all_items,all estentions and total amawt of bid ntuat be shown. Show unit prlc*3 In both Words and f(gI.r S and Whfre ■ Conflict occurs the Written or typed Words stroll pravall.) R■1 ITEM APPROX. ITEM MITN UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit PMceW to bO Written In Words) DOLLARS CTS, Schedule OA Pointed Double Yellow Center � l1 al root ;tri (A inches Wide tech Stripe)L1! 7 _ j q y 1J Per Linea F t _ (Words) (f l0uns) :t 360 Painted Gore Strip, 6 Inches old, ■ Lineal root for Cn nnellta ton ■T '' 3�. /21. �0 Pet Linea F t ��. 24 Paln Stop Oar (is inches Wide) Lineal root \, Lineal root 15. 360 ve ntad Crosswalk (Oar Pattern TT L(Mal Foot 16 In h �:D :nCn F.acn Bar) P+ ll neaI Foot ='6. 2tltl Painted frl,s?aalk (Parallel aettern Lineal root 12 I Chen wide) t �v . 7UtJ Pat Lineal Foot n Painted Traffic "ONLY" Pa '. ll Painted Traffic "Afro,," L aCn Ir z2U Per taco 14 ..� a City of Menton . Public corks 0*0artaent S-401 Shattuck Ave S Interceptor Sewer Schedule SA reds Mouser Way S to S ath St Ductlle Iron Pipe e/ Poly-wrap Alternate SCHEDULE OF PRICES (NOTE: Unit PMCPA for dll Items,all estentions and total amount of bid muat be shown. Slow unit prices in bath words and IYqures and where ' conflict occurs the written or typed words shall prevaii.) — ITEM APPROX. ITEM WITH UNIT PRICED 8I0 UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written In Worda) 2OL6ARS Schedule BA Plastic Tratric Button Each Pe [can (cords) itlputes> Subtotal Schedule "BA" 6.1% Salsa tax Total Schedule "BA" / yr•. .S city of Menton PuOile works Oapartment S-401 Shattuck Ava 5 Interceptor Sorer SCHEDULE OF PRICES !NOTE: Unit Pr'1Ce3 fnr all'items, ail eztendans and total am,xwt of Old must 0e shown, Show writ prices in both Words artd figures and where conflict occurs the written or typed words shall prewiL) ITEM APPROX. ITEM WITH UNIT PRICED 810 UNIT PRICE AMOUNT NO. QUANTITY (Unit Paces to De Written in Words) DOLLgRS T Total Schedule "A• total Schedule -a- total Senrd -A ulra "A" a •w• Uj ; vy (-PVC Alternate) 10 IOtal SchrOula 'AA- Total SCMdule "BA• Total Schedules 'AA' A •ttA" ; 01P Alternate) y in, riwrvR SCHEDULE OF PRICES /Note: UINt prao" for A11 icrw. 411 Nnonuw AAd totAl roust of Nud Wt 69 SbOh 1. RAW YAlt JWICW .A NotA uord@ AAd lJyYHa aid ww" conll.c. occwm uw matt Or typod r"dt 1MI1 PcAwll.l ITi11 APPROX. ITEM PITY UNIT PAICLD !ID WIT PRICE AMOt1MT NO, ii QUANTITY WAat PrJaw to M NrJttr JN wordej DOLLAI15 CTS. DOLLARS CTS. THE ON IRSIGNED III DIM HEREBY AGREES TO START CONSTRU ROM WRI oil THIS PWIECT. I AWARD HIM, NO LA IR THAN TIM (10) DAYS AFTER FINAL C ECUTION ANS TO LET? WIr IN YO LKING DAYS K TIR STARTING CONSTRUCTION, OATID T THIS. I DAY of l9P A DCVWT OF RICRIPT ,)r ADDENDA: NO• TE MO ATE ND JATE SIONP TITLE J NAME OF COMPANY ADDRESS CITY/STATE/II —` TELEPHONE a ITY OF RENTON STATI CONTUM S IUSINES LICINSE / LICENSE I BOND NO. SU UU14200 BOND TO THE CITY Of RENTON KNOW ALL MEN By THESE ►RESENTS: That we, the undersigned UTLLGOh. LNG. P.O. BOX 526U LYNNWOOD. WASHINGTON 9e046 as pr1 nc pa , and corporation organized and existing umler the aws o t e tate of amid as a surety corporation, and qualified under the two o tf Ne State or Washington to becv0e surety upon bonds of contractors with municipal corporations, as surety are jointly and ' severally held and firmly bound to the City or Renton in the penal sum of S 4 4 for the payment of which sun, on demand we bind our- aelVes anal our successors, helis, administrators or personal representatives, as the ' Cate may be. This obligation Is entered into In pursuance or the statutes or the State or Washlnq- 'on, the Ordinance of the City of Renton. ,)died nt^'-is — Washing �ton, this x� dug ofa.(,E.L 19 ' Nevertheless, the conditions of the above obligation are such that! WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providinn ter _ HAC7nck Aikh Ii <wu!•_x MAIM (which contract 1s referred to herein and is rude a part hereof as though attachod 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 ;n the manner and within the lime Set IOrthi NOW, THEREFORE, if the said shall faithfully perform all of the provtsloos of sold contract in file mmnner and within ' the time therein set forth, or within such extensions of time as may he granted under said contract, and shall pay all laborers, mechanics, subcontractors and materlalmon, and all persons who shall supply said principal or subcontractors with provisions. and ' supplies For the carrying on of said work, and shall bold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any caro- lessnrss or neglinonce on the part of sold principal, or any suhrnntrnctor in the pre- formance of said work, and shall indemnify and hold the City of Renton harmless from any dAmsge nr expense fly reason of failure of performance as aprclfird In said con- tract or front., defects appearing or developing in the nmterial or workmanship provided or performed under said contract within a period of one year after Its acceptance thereof ' by the City or Renton, then and in that event this obligation shall he void; but other- wise it shall be and re.odin in full force and affect. UILLCON,.r' -` Bit .fix 1�11 1 LL1py NI El"I N� 'A�l ' Revised: 1880A INSURANCE COMPANY SWANOMD, ONID FOWU Of ATTORNEY 1 NlMNdIMl UT6LCDRt 111C. .... EFFEr.1IVE DATE 1 CONTiUCT AMOuN7 $14 9,614,( J _�.,_.. AMOUNT OF OOND`-�4t_. 9,L6 14 6! R POWENND SU 0014286 ANCAe ALL.MRN RY T1fAS6 PRESENTS:Tbrl tM i Mh:;earns Inwranv t,mpn1.a Crprrpa rlbrltardglld,1 atOr NUah 1'a��•r.SprRffeld,OMtlSOt,Nlwlaal h+qe hdlor Irvly lYEwa dRr INn dr.Midai.:gM.to trq W Induuon,doPtadbY Ibe�o.lddDLtRxm dltroYd Calllpray mtala Re ohed, rha/ ay 1-. offle.n of the famW W .ha.l b.te wtk+vlli Ie stake. «xeeab aM d«In,r • ►aver of Allnrn«) ttrnwllaliry[N AAtaraer-In F.rl.a.rh Ilarl,nm,term+,nr rnrfe"Atlaan as Ina,be.«) ,led fear(etas to uw 1 Re 11 "e'krr a. 11ed.III., the.Idaatarr.of w,h oRleen and the heal of the( A bmMm may he Attlard w nora,y or an) rertif4 m, MlallnA tbrmm In bnlrllr. anJ W aarh Power of an) muh Powm of {Uornet o r«rtlf eras hearing wrh hrshnllr .rnal.l.w or h..lank.w.l Nall Ar talld and b.... apm Ihr font Wn1 soil qp w+h{rowery w,eaeraleA and rerllf lrA hi he+�m14 .rnslarp.IM hnlall.rat Mall h,,and soil Mndllla aa.m M,l run Pale hI Ihr hear,weep rnpKt lu an)Mmd YI aadvhYUla to hark It w attaAed.•. d•w>hrleby milk,,rtauutule atM aPPal,t, T' hYM+utek,liaey A Until)'It Nluhlnaton Its true and neared altonlrytxltin-fact, wdh full PowR and aulhlwtty hehtty reentatr.eef In Its IIaRir. Plate and %l,ad. it,viii. ,wine,acknowirtlIte and deliver in 1 It,N-half,and its art hml Herd,as frdlows Ihr ably an"o"e t'mgwnV d+rll na rxceed one mdlxw(S I.dpi3OW.W I dollam. Anf m had Caafa frcrcrY fnwnme fumrym Ihrmh, r,lull.sad I-the,aw ealrnt at itIurh h.tml n.unknalmg au ttrmal M Inc Huh aenlaxttpf affwaadMe Cmdll tirmml lnwrYn<(',nnpani,and.IllM tan of taxi AnorneVl,I muwm aIhr tutM,m I+rrtm It urea mhnlaal N ) F tan.seta hercM nnlw IN wITNP$N NNY.bItIIP,Mr tY,aL liearnl Inaarnmw Ihrmpam Au r.a.e•A Ihe.r prreenu pl lee.almd by Ilan leen f the o I t nmNn1 and it.1'.x'Iwnlr seal w he b,"It.Arflaed nN (RRINT (ANUM, NIRfRANa CYIMPANY Notary Pain. 1 SS: �.�i lZra✓._ ._.., Ia+"�--_ 9tatadObin 1 y.�a•� On this Imp Hai of Mai. that.Irhne. nabrrlMr I>..Id1 ,• hhttvl Punhr of Ihr Ntate of(Then Out)rnmmlrhmt•d and qualified, ears Parma J I1rHn land ..IlrrAlnaam of(Ar t leAR 4rnred In.0 tom r t umpmp,to nu'lvnoa.11,known to ho the ntdl.lda.l. nod arfhrew drwIthetl h,eein,and trhu..eratod thr preredlna lnstramrlu and arYnnwlMla«d the«Iwulinn of the ewnre.aml trend 1 by w dal/.warn,Aryuwd and.Aid.Mal the,art Mr.Ifiloetw or acid l'umW a) Aforeuhl.and that the areal affl led n.the peeredlno imualrtrat i.Ihr lbrmtra4 Aral of raid i ompany.and in..red t'.orp+rate heal and mananln•n xs offtren werr clap arrl aed and.,It, arlbad 1.(b,.ald loslmae .It,the aalharlly..,I mueellna of the rued Carlw,ratlem.ud that the rerdnllnn of..Id(bnglan/,rcfermA is In the preeMlall laat.a.M,1.an.in Alar«. IN MSTIMIINI wll Fat 41Y I hs,r hrrtamo+t Iny hold.Ind afflxe,l my apil,lal neat at Narinafic(d,(IM.t,tar I., sad Year wvitt"l e4'aIAL O SUARON L.GULVAS 1 NOI AaT PUJIIJC,Sbta N Obw Vac Wlau,. I SS C/ M)CYmumaanm Etfama i.nWry)it.las) 1, the aaAetaldaed,Aw•rtlary d CRRtlR piNYAL IfaRtiRAX('R CQUPANY,a atoek rota NRb RRY 1'Rrn"that the heeeelna.red att.ea«d tamNan of lac state of OWa IN1 P'alA b Attorney ry Ortla M of AIn 1%eg rem.lm In hll forr«y,t bra 1.1 sY,A leeolel;aaa hrah,rploT,earl the RMplaUpn d lie chard nl Ulreetar,M ar F.etb In Ike lY+rtlflraM of Aalkorlty,d anw!n rM,. NIan,A and NaW d.1 the New tlffire of th,jh,,a hh,,IS Ohl..D%"t►b day of A.D.1R r'tjl to 1 1 _ eeaehllall BF.ESON COMPANY February 27, 1987 City of Renton Public Works Department Municipal Buildinq 200 Mill ave. So. Renton. WA. 98055 BE: Shattuck Avenue S. Sewer Main Schedule "A" PVC Alternate Only Gentlemen: Please be advised that Utelcon's Contractors License Renewal was submitted to Olympia only a few days ago, therefore, it will be several weeks before Utelcon receives the new license in the mail, It you have any questions, feel free to call. Sincerely, ^'BEEEESONN COMPANY y MyrnVM. boel sema mb TO BE REPLACED BY CONTRACTORS BEFORE CONSTUCTON t3EUNS POST OFFICE BOX aattl7 • SEATTLE.WASHINGTON 99+24 • Ifi+ R�5a5tl' '—^--� r EEE� r r r ■a E7• r r r r r r r r r EESi atiE r r---• plaCw rp p,bK+r 4U•oiCUt —..+ �911:'�f`-."SEri�•—.+ Gttt'1lTiEt7'><Q'lT2Z'Ctf tSiT3i73iCll1'3.1Lt3r.3Et 1 nci I u DEPARTMENT OF IASOR AND INDUSTRIES •MS C6w11r;ls•w+T rwE PERSON N+ufO wiNFON is R[OIST111EO+S«Qov;UQO Or +,+, q N w ktAf H Q e STATE OF WASHINGTON H �lttei uTE It ut2l��' q ieva� � UTEtCON.tNt It 0 ED% Go wl'/NNSOOD 11A 910W k i ��u.vao Lil.q L'�G I'1G l.,i.�'l n i2EL7i.Lii�;jE 13E!'ii L21iL2.i8'.Iil::liC i n l t g t t q%.t)(•C11 AppVcAft for LICONG Na.etate maetMea MntM DNleete 116.1aclon gu ag.r Lrtr,L)IL 1]0`I Llt+n", no.jlTs-, r71•»�qu 1we.ae. ao. �,,,,/I Z1�L2— suelne%s NOM L LI I n�Vim_ Owlet Irtcat l(.�U. Q.M -S1Y[] "dream�jl 91 __�-•.� ` L �( '. YtovL L I I�__ w I su,&na", Pnu. A fr -],I Oerar, ►none_y)..t. S"! ��3� whine AddreN P.!] I'n S111U Unit Mauve and mnnv Musoe,e Li- l]raYf. -- 1 1a�ts-- i Li. ( .1s.__. phw]71-Y.72 fine I9uWa" Type Check all 1t", that apply — Deacrlbl type of ba,&IM",-- _ JI Move 'Australianan _ sal", �L Coneractor _—_ Industry-Hanaeactur• �,. I__ Nob!/Motel _�/leet liar lore-Edueatl On ., Wb sumuneaa ctpen*d — I411eth has,1'1I la CCY/MCMl1t 101/D M somm DIM cry Uhm R Win I.11 to KtAn Wim*os LOCATID Ma a"LMTS) neon tnlou IM total numo t of employees Ilnclid\ng gelet,&, the llcanm, fan Iwnalty, it any, .M the total to dun su in",",a outside the Clay Llmlts, count only those espluye", wtaing in the City. A,ltY fa Schedule for !,&lure to pay Llceap tee within thirty 110) day% of let* due It St of the ,cane* too for the first month and an additional 5% for each succeeding month. Trot to *'cod 15%, MTL buic fir W. r rLOy1C3 CI�7 t!8_C-.f6C PENALTY TOTAL rEW A. 1 through 5 Cmplayeae 1 40.00 � yQ,to E. a through If Cmp:oyao eO.00 C. 11 through 10 Employees 110.00 0. 11 through 10l topluyo.s 140.00, _ plus $5.00 pet "ploy" oar 11 In number 6. 101 through 100 Empluy*.% AW00t - plus 11,W par empl0yem over 101 in number 1. 101 or wort Employaaa 5M.004 plus 13.00 per employea oar .01 In number YNr ..wiry tNt 1• tl InIw YUan IWn,Mre my As *n title Nmt.,,to as atr I..w 'Amno ., r, ,a IM Mat .1 ar inwlaapL 1 reerlmaPm 1 lM mN N r M Nlr a mi"tolw eR mda'. rar .. d ara aNJMIr Iw real. la- .aUma./mess hQ eaM•_T,Le tI-Ilyaa. �rrm 1I a`• City of mentor Lleones N*lNN lift Cammlated implication tot 100 Hell heart smash mm.nw, tlaehlnttan OWS -N0e WWI 031 ONLY �QM 11 cllr Ir Him F.. 0. iTrft— • • � oz/niB7 rnWx Kr. r,r N"MIKArr a OWN N V. BEESON COMPANY Post Office Box 84187 Seattle, Washington 98124 COMPANMEB AFPOPOING COVCMOf ♦NORTH PAC If IC INSURANCE C:r'ah' aLLOYDS OF ION" - A0 UTELCOM. INC. O P.O. Box h280 ' Lynnwood. Washington 9801E rrW�U.�..N�MfYj:Tlia 0rm M^:••"�nlKi�'V.�p 'i.rMlt�MP�+1�•Mf►Kt�if M�Wf`f�IM ti wO CdW.D, had t!,sucw N "i .n wl na Jmi ' A x cL a 1. 57 02/01/e7 oz/m/ba s1,000, 11000, 30707-w-tig 02/17/87 0'/')1;y. ••,° s1.010, ,s 1.DOO. x . x z X WA STOP GAP �. .. .... .. . , ;.. _. _.i 1,11.Iftt LAW" 1 A x .wio W+ra( ".an 1 CL 11 16 67 01/01/17 '.Of/oi/88 •s �KCWOYIfR . uqr NIMFr I � � w:W,f Af CiYMIKkIf;iK. � �eD i W40dM U�M'. �dnry� Mof ONTRACT xFOR SHATTUC K.1 AVENUE ,S. SEWER CRY. VAIN SCHEDULE •A" PVC ALTERNATE ONLV, THE CERTIFICATE NOIDER 15 ADDITIONAL INSUREII WITH RESPECTS TO THIS PRUCT CITY OF RENTON wuu w.arm r KOM p%4N&b w CYKMUa WPM M a• .xunoe wra m .�f wa d cuw W k PUBLIC WORK DEPARTMENT a+a u fDri rawNM----- IIM------ MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON WA. som CONTRACTS OTHER THAN FEDERAL-AID FHWA , e, T ATHIS AGREEMENT, made and entered into this �.1f_�—day of ?w4 1g,z, by and between THE CITY OF RENTON, Washington, a municipal corporation of the State Lf Washington, hereinafter referred to as "CITY" and _ UTELCON INC. hereinafter referred to as "CONTRACTOR." WITNES5ETH: 1) The Contractor shall within the time :tipulated, (to-wit: within 3O working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perfon7 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 Renner, in connection with the City's Project (identified as No. S_A01 __ ' for improvement by construction and installation of: _ Shattuck Avenue Siuth sewer main Schedule_A" PVC Alternate only 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 Lhe 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 ' Contracts Other Than Federal-Aid FHMA 3 of T subcontractors should violate any of the provisions of this tintract, the City may then serve written notice upon him and his surety of its ' intention to terminate the Contrict, 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 teiminate 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 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. 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, plart, and other properties belonging to the Contractor as may be on site of the project and useful therein. ' 4) The foregoing p y isions are in addition to and not in limitation of any other rights or remedies aailable to the City. 1 Contracts Other Thar, Federal-Aid FHMA 5 of 7 notice as heretofore specified shall be giver, by personal delivery thereof or by deposi tin., same in the United States mail, postage prepaid, Certified or registered mail. ' 7) The Contractor shall commence Performance of the Contract no later then 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 30 _ working days from t date of commencement- For each and every working 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 $210.00 LSec• eas 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 thr duty to remedy any defects in the work and pay for any damage to other work resulting theref-oe which shall appear within the perioc 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 ooserved defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be CONTRACTS OTHER THAN FEDERAL-AID FNMA 1 0, 7 1 THIS AGREEMENT, made and entered into this —Aay of IJ;ia.tG.(.< lgzz, ' by and between THE CITY OF RENTON, Washington, a municipal corporation of ' the State of Washington, hereinafter referred to as "CITY" and UTELCON INC. hereinafter referred to as "CONTRACTOR." N1_T NESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perfc'.nn all t;,w work and ' services required to be perfornred, and provide and fw•nish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall c^nplet_ the construction and installiN on work in a workmanlike manner, ' in connectior with the City's Project ;identified as No. for improvement by construction and installation of: Shattuck Avenue South sewer main Schedu'e "A", PVC Al term to Only eAll the foregoing shall be timely performed, furnished, constructed, installed ana 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 1s further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2 of Contracts Other Than Federal-Aid iHWA ' and the construction installation performed and completed to the t 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 tea acceytir.ce of the Con v actor's , bid and signing of this agreement, consists of the following documents, , all of which are i:Dmponent parts of said Cmitract and as fully a part thereof as if herein set out in full, and if ryt attached, as if , hereto attached. a) This Agreement b) Instruction to Bidders C) Bid Proposal , d) Specifications e) Maps R Plans f) Bid g) Advertisement for Bids , h) Special Provisions, if any i) lechnical 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 Kiev. 4/83 , Contracts Other Than Federal-Aid FNWA 3of 7 subcOntractors should violate any of the provisions Of this Contract, 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 Cortracc 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 1 surety shall have the right to take over and perform the Contract, 1 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. 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, eauipmNnt, plants and other properties belonging to the Cuntractor as may be on site of ' the project and useful therein. A) The foregoing provisions are in addition to and not to limitation Of any other rights or remedies available to the City. 1 Contracts other Than federal-Aid FHwa a of 7 5) Contractor agrees and covenants tc hold and save the City, its officers, r agents, representatives and employees harmless and to prWWtly indemnify , sama 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 property arising from or out of any occurrence, omission or activity upon, on or about the promises worked upon or in any ray relating to this Contract. This hold harmlass and indemnification , provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliarce manufactured for use in the performlice of the Contract, including its use by the City, unless otherwise specifically provided 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 proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees ins,-red 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 of the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contrect shall r be in writing and shall be dated and signed by the party giving such , novice or by its duly authorized representative of such party. Any such r r ' Contracts Other Than Federal-Aid FNMA 5 of 7 notice as heretofore specified shall be given Ly personal delivery thereof or by depositing same in the United States mail, postrge 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 _,&— 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 and ' agreed that the damages to the City occasioned by said delay will be the sum of I210.00_ISgt. 1j- L9 .,_ ' as liquidated damages (and not as a penalty) for each such day, which Oshall 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 env 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 n,ulting therefrom which shall appear within the period of one (1) year from the date of final Acceptance of Lhc 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 FI4WA ' 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 thv , 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 tine to time. 1 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 :ontract 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 AND_FORTY_NIJNE ($149.614.63) THOUSAND, SIX HUNDRED FOURTEEN AND 63/100 which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the , "Special Provisions" of this Contract, 1 Rev. a/Rt , r ' rContracts Other Than Federal-Aid FHWA 7 of 7 rIN 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 srt rhis hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON r _ n. �tr �OIt1�(,t}• S�afi�A�G� res en er ner er y, e rATTEST: etre ary ct r �Y erTc d/b/a rIndividual_ Partnership ' Corporation A r ,��1 Corporation �— StiWof IAcorporation r rAttention: If business is a CORPORATION, name of the corporation should be listed in r 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. r 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. rIf business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. r 1 r r CONTRACTOR/ :ONTRACTOR `C (j REPORTING PERIOD r MONTHLY NAN►OUER UTILIZATION REPORT �' i Nunth: Year: be substitted to the City's Project ) Goals and Timetables as cooutted in*er during the lot weak or f011owinn �_1 ,`'1` in Contractor's Afft dative nth while contract is in Progress- Prim '� Action Plan ntractor is responsible for obtaining and or per City's Plan 9.1 t ubmittIng all Subcontractor RePOrtS, — To: (asp so, lsoanow or cooplisnc. ♦eantr Dept From: [Hasa aso locatwn of cone rwct ors is report is required y Executive Order 11246, Section 201. Failure to report can result in sanctions which include suspension, tomination, cancellations or debareent of contract. 1, wLo, Muste .o tel work Hours of toplorsant ISee footnote) rtty Muster wer of of Closet a• •• C. • • wot of wlrorit Lwpby Nis- er. sa ion/ Mass 1 total cwp loy- ees Trade flaw- Totw ela ek to Mlan twcff7e Pe- wT. ese Comp,Y's Rue fLc.l done Dan La land s)a es T- Tr JI_ .. r . ComD,N ^ fl sae 's 3LAn&TWO e 8 Dot, Stoned 9 e epho ne b�weer I tnaluo. ,tree Codel 11/17 (-Males f Pesales, as Ninoriti♦s 6 Non-minoritise) Page of 7/80 (subauttal Raqulrssnts 6 city's Goals/Tirtables) INSTRUCTIONS MR FILING DIFLOYMENT UTILIZATION REPORT (CITY OF RENTON) , The Employment Utilisation ReporL le to be completed by each subject contractor ' (both prime and subcontractors) and signed by a resp"bible official of the company. The reports are to be filed on the day required, each month, during the tars 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 vork force and shall collect and submit reports for each subcontractor's work force to the Compliance t Agenev that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory ' Compliance Agency . . . . . . . . . . City o, Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Companv's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EFO bid conditions. 1. York-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 total ' work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of , the worker in the trade. (C a Craftworker - Qualified, Ap - Apprentice, It a Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-houre worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number o Mi nn r'ry Emplovaes . . . . . . . . . . . Number of minority employees working in contractor's apgregate work force during reporting period. 6. Total Number of Employees . . • • Number of all emplovees working in contractor' aggregate -,•rk force during reporttng period. * Minority is defined as including Blacks, Hispanics, Am rican Indlans and Aslan and Pacific Islanders - both man and women. RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL CES In accordance with the provisions of :hapter 62, Laws of 1973. H.S. 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 __C�oun�ter�_O___r�dinance No. 1.527 requires Building and Land ' Ifeve opviszon a'3nyulics Division review of grading and filling permits and unclessifiad use permits in flood hazard areas. Resolution No. $6230 establishes storm drain design standards to be incorporated into pro act design stand- ards to be incorporated into project design Engineering Services, heivew by Hydraulics Division. ' King Count Ordinance No. 800 N4.1 . 900 No. 1006 and Resolution No. o. o. o, and NO. L1444 contained in King county Code it es 5 and JU are provisions tor 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, N Pu�at Sound Air Pollution Control A enc Re ulation I : A regu- 7at�on o centre a emzsa ono azr con amznants 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.N. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02: Requires operators of stationary sources of air con am nants to maintait 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. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90.49: Enacted to maintain the highest possible standards to ensure Me purity of ell water of the State consistent with public health and public enj^vment thereof, the propagation and protecting of wildlife, birds game, fish, and other aquatic life, and the industrial devel.pment 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 unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to taus. pollution of such waters. The law also provides for civil penalties of $5,000/day for each violation. R.C.W. '^.9S: Establishes uniform statewide program for handling so wastes which will prevent land, air and wader pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal sit* for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.M. 76.04.370: Provides for abatement of additional fire hat- ar (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 anJlor person respons- iDle is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists . 1 R.C.M. 76.04,010 Defines terms relating to the suppression or abatement o orest fires or forest fire :onditions. e R.C.M. 70.94.660: Provides for issuance of burning permits for abating` or prevention of forest fire hazards, instruction or silvicultural operations. ' R.C.M. 76.04.310: Stipulates that everyone clearing land Cr clearing r g ,•of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, 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.N. 78.44: Laws governing surface mining (including sand, gravel , %tone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding , and inspection of operations. M.A.C_332-18: Delineates all requirements for surface mined 1�n3 rec &a& ion. M.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining to land cleTring and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1902, Author- tee secretary of Army and s of Engineers to ssue permits to any persons or corporation desiring to improve any navigable river at their own expanse and risk upon approval of the plans and specifications. Section 404 of the Fede Meter Pallutiort Control Act PL92•S00 aO cat. Authorizesue ecrs dry o e rmy, ac ng fhroug t e orps of Engineers, to issue permits for the discharge ' of dredged or fill material into the navigable waters at apecifzed 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 rH rborwActoa 1899: ee ur Provides a�dsc are of permit into nav Qabie waters is prohibited. Violation is punishable by fine. Any citi- ten may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2. i PERM.TS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND ',AND DEVELOPMENT DIVISION Kin Count Resolu.ion No. 25789 requires an unclassified use pens t ortilling, quarrying 7rncluding borrow pits and associ- ated activities such as asphalt plants, rock crushets) and refuse digposai sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department r of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction all state s ore nos. arm t'acquired by Public Works and reviewed by Building and Land Development Division. Ki��n�jj__C��ount Ordinance No. 1488 requires permit for grading, land F�grave p dumping—, quarrying g, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- sent Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GM:E rCho tear E_laws of 1949: Requires hydraulic : permit on certain projects.112(KingCounty Department of Public Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173.220: Requires a National Pollutant Discharge Elimination System permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. ' W.A.C. 372.21: Permit to discharge commercial or industrial waste waters Lnto tote surfacr r ground water (such as gravel washing, pit operations, or any op ration which results in a discharge which contains turbidity.) WW.A,C. SOB-12.1DO: Requires permit to use surface water W.A.C. S08.12-190. Requires that changes to permits for water use be rev awe y he Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the divorsion of water. W.A.C. 506-12-110: Requires permit to use ground water, W.A.C. SUB-12-2M Requires permit to construci reservoir for water` orage. W.A.C. 508•l2-280: Requires permit to construct storage dam. W.A.C. SOB-60: Requires permit to construct in State flood control tone: King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc. ) . •S- i i PERMITS REQUIRED FOR TEE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES i R.C.N. 76.04.150: Requires burning permit for all fires except o sma ou, oor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the ' tight to restrict burning under the provisions of R.Q.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 xcessive air pollution, R.C.W. 76.08.030: Cutting permit required before cutting merchant- able im ebe i R.C.W. 76,08.275. Operating permit required before operating t power equ pmen in dead or down timber. i R,C,W. 76.44.080: Requires permit for any surface mining opera- tion inc u ng send, 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 construction of sr an ri ges, s, ee TT; S. Coast i Guard administered permits) on navigable waters (King County Department of Public Wor}.s will obtain) . FIRE PROTECTION DISTRICT R.C.W, 52.28.010 52.28.020 52.29.U30 52,28.04p, 52.28.050: Provides ant or ty or, requ remen s o ana penalties for failure i to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Rri � arch IT—T�d�an en dQe ct o es amen mender u use: equires a permit—for construction of orl g3—e`on naviga a waters (King County Department of Public Works will obtain). King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality iImprovement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY i Section 9.02(d) (2)(liij of Regulation I: Request for verifica- t ono Populationensi y. ontractor should be sure his epern- tions are zn compliance with Regulation I particularly Section i 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , and Section 9.1S (preventing particulate matter from becoming airborne) . .4- 1 PERMITS REQUIRED FOR -HE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 00, Chapter_Ic,_P�rt 11: Requires that the Environmental roP—iectio�jH e'n;ill 3 5 days prior to the demolition of any structure containing asbestos material (exclaing residertial ' structures having fever thin 5 dwelling units) . The above requit...ents will be applicable only where called for on the various road pio)ects. 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, 93104. It shall be the responsibility of the Cti- tractor to familiarize hinself with all requirements therein. ' All costa result ;ng therefrom s'%all be included in the Bid Prices and no additionaa ccmpensation shall be made. All permits will be available at construction site. S. i Ity r-R32320-4A ORrOAILINJ 41N1`4UM MOJRLY •AGE 44IFS 4JVE495R 13. 1916 i ' JP►T10Ni FLA:uERS t'ICAT70Nt CLALLA4, GRAYS M4400R, ISLAND. JEFA-R a SOY. Kiv„ <I iS4 , LEdIS. 1 144SJ41 PACIFIC INUPTH OF AIHKIAKJ`4 COUNTY VO4THF44 SOJNUARY EKTE40E0 JUE WEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT, SHOMOMISH, TMJRSTJN. WHATCOM COUNtIES, AKI VAKIM4 CQU4TT ITMAT PCRTI'lN L4IN: WEST OF THE L21TH VER1014111. 1 -4INGE MEFITS 1 TOTAL rOURLY 9b NEFITS 3.�3 "GE RATES 1 JCCJPATION JCCJPATION STATE CODE DESCRIPTION 4ATE 1 240-000 FLA;i .A 1J-Ta ?50-0020 FLAGVE4 ruTrER 25?-9J1J STATE. 1� til4E - ALL MOJRS %JAKE0 IN =XCESS 1 OF R MOJRc PEP DAY OR 41 HOUA% aER WEF< SMALL !E PAID At ONE A40 ONE HALF TINES THE REGULAd 4ATE 3F *AV. r 1 r 1 1 1 1 CITY T,F REJON SHATTIC4 AAF. SJJIM IN1cPCFVTOA SEWER PAG4 I i �41-9 32320-A4, PP:VAI LINT +1NI1IU'4 HOURLY WAGE RAT FS NIVEMRER 131 1946 CJPATIvNt I.ABURERS ATIUVI CLALLA4. J4aVS mARBURI I..LANO. JF.FPF.RSU41 KIVU1 KI . .AP. LEWIS, i 4AS34. RACIFIC I434TH CF WA-4KIAKJM COUNTY NORTHE4'4 S0114044Y FVTFMOED OJE WEST TO THE PACIFIC 7:5AN11 ltk%CE. WWII. SN3HOMISHI TiURSTJM 4NO WHATCJM C3J4TlES. FKINGE BE4EFITS 4=%LTH AND ..ELFaRE L.75 4/HR. o ;iS 114 1 .55 %I HR. TP a14lNG FUND . 13 fMR. RATES JCCJP0 1'V OC:UPATION STATE TATE CO nF OF,SCRIPTIOV e35J-213') 411131W :LEAVER �.46 UAD'JP 2 ISO-OD90 9AT:H WENA04N 13.18 3%J-)463 CRUSHER FEEDER 10. 18 350-126O PILOT CAN 10.14 1 350-1810 TOOL1134 1444 111 JOB SITFI GRJJP 3 ' i50-OOdO BALLAST REGULATOR OAC'M N6 L4.46 ISO-0143 CAWPEVTEA TEVOFR 14.96 350-0210 CEMENT FINISHER TENDER 14.96 350-0310 CAIPPiA 14.06 )SJ-D340 CHUCK TbVOEA 14.9b 150-135O GLEAN-0 LAB3RER 14.46 ' 3SJ-0390 CONCR=TE FORM STRI►PEA 14.96 350-0470 CUR14i C340ET9 14.96 3i0-051) DEMDLIT ION, WRECKING ANJ 4JY 1V5 ( IV(.L. 14.Rb CHAA4') 4ATEAlALS1 i5v-VI) EPDXY TECMIICIAV 14•RN ,SJ-0810 GAR10V R4SKtT dJILOER 14.vN 150-1520 GEVE44 LAdO42R L4.16 ' 35J-046J GR143F4S 14.96 350-117^ POT TFNOEA 14.i6 CITY 1F 4E4TIV SHATTJCK 44:. SQUTH INTFKCEPTOR SEWER PAGE 2 I `IAV-K32320-AA PREV41LI43 4141MUM HOURLY 443E RATES 4)014E4 13 lOR6 kY CUPATIONI L48ORCRS JC4T1U4i CLALL AM, 34A YS IW BOR. ISLANU. JEFFER SUN. KIM3 . KI ISAP. LEw IS. ' MASON. PACIFIC (NORTH IF 444KIAKU4 COUNTY 4)ATHE14 80UNDAKY EXTENJEO )'JE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SN10464ISH. TKJRST34 AYD WHATCON C'30TIES. *AGE RATES )CCUPATI344 OCCUP4TION STATE CODE OF.SCRIPTIOV 2ATF iROUP 3 ' 3SO-1390 POWDER444 MELPFR 14.9n 350-1765 STAKE HOPPER 14.96 150-1880 TOP4AN - ►ACLMAN 14.96 3SJ-1940 TUGGER 3PCRATOR 14.9i 350-2030 VI9P4TI4G SCREED ( AIR. GAS OR ELECTRICI 14. a6 GROUP 4 350-0050 ASPHA.,T RAKER 15.44 ' 350-J750 CC.4ENT DUMPER - PAVINJ 15.44 350-042) C'TVCRETE SAW OPSRATOPI 15.44 IS,)-J6SO ORILLFR - wAr,C4 AND AIR TRACK 3RERAT)R 15.44 1S0-0720 FALLEi AND BUCKER - CHAIN Sow 1T .44 1 350-0440 GRAnf :HECKER AVO TRANSIT MAN 15.44 3SO-"SO HIGH SCALER 15.44 190-0940 JACKAI4ME R 1 ..44 ' 3SO-1090 4ANHOLF PUILOER 15.44 3SO-1203 40ILLE4AN Iq NCRETE PJMP. GKEEN CUTTER AHE4 15.44 US14u :3461447ION JF M1oH PRESSURE AIR AND WATER 04 C3NCRETE AND ROCK, SA400IJ.ST. GUNNITE . SMOTCRETEI WATER BLASTER 350-1256 PAVE4F4T BAE4KER I5.44 353-1315 PIPE AFLINER 14UT INSFRT TYPE) 13.44 350-1280 Pl" .AYFR AN3 CAULKER Ic.44 350-1485 RAI�R34n SPIKE PULLER (POWER) I5.44 350-1753 iPREAOFR ICONCRETEI 13.41, 15U-1759 SPREA)ik - 'LAKY POWER '1R SIAILAK TYRES 1R.44 35J-184J TAMPER. IAQLTIPLe AND SFLF PRu'FLLr.)I 111.44 350-1920 TAMPER ANO SIMILAR ELFCTRIC, AIR 440 GAS 15.44 9P FRA Tc3 TOOLS 350-1864 TIMRER444 - SEAFR IL4GGER. SNORER, C CRI4RF11 15.44 351-1 l05 TkACK LINER ( POWER) 14.44 ' CITY 1F iF4T74 SHATTUCK AVE. SUUTH .I4TERT.F.PTD9 SEAFR ' PAGE T &Y-09320-4A PREVAILING MINIMUM HOURLY RAGE RATES V3VEN5ER 13. 19et. C. CUPATION: LABORERS )CATION: CLALI.414. GlAYS H440OR. ISLANU. JEFFER SON, KIN!. Al TSAP, LF414;• NASJN, PACIFIC MATH OF WAHKIAKJH COUNTY 43RTHE14 BOJV34AY EXTENDEO DUE WEST TO THE PACIFIC OCEAN. . PIERCE, SKAGIT. SNUMUNISH. TMJPST3N 4N0 WMATCOH COUNTIES. W4Gt RATES OCCJPATI^_V UCCUPATIUN STATE CODE OESCRIPTIOV AATF GROUP 4 350-2000 VIM1RAT3R 15.44 390-2090 WELL-POINT VAN 15.44 GROUP 5 330-9200 CAISS•)V WORKER I5.80 350-1110 41NER 1S.AO M-1380 POWJEiiAV 15.83 350-1100 RE-TINdERH44 15.80 OTHER 350-9310 STATE: FFFE.TIVE 12/1/d4 DELET THE CLASSIFI- CATION rF CLEANING LAS04ER Fr GRO'P 1 AND ADD IT TO GROUP 3. 350-9355 STATE: lV°RTINC: ALL HOURS IN EXCESS (IF R HOURS PFR JAI 10 4) HOURS PER WEEK. 4ON3AY NAJU:M FRID4Y• AND ALL HOURS WORKED (IN SAT- JRDAYS IEKCE�T A MAKE-JP )AY1 SHALL dE PA 10 AT ONF 4NJ ONE-HALF TIMES T11E REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNJAYS AN) HOLI- DAYS SHALL dE PAID AT OOUSLF THc REWLAA RATE 350-9356 OVER TI NEI RATE OF PAY. A MAKE-t'' OAY qAY BE WORKEI 3': SATUA34Y AT STRAIGHT l (NE IF WORK IS LOST OUF TO WEATHER CONO M INIS. rORK14:- FUREVANI SJ CENTS PER HOUR Al2VE THE HIGHEST CLASSIFICATION SUPE4VISFO CITY OF RW ON S4ATTUCK 4VL. SOUTH INTERCFPTOR SEWER PAGE 4 LY-432320-AA PREVAILING 41414UM HOURLY 44GE RATES 43VF49FR LI, 1946 � UPATION: POWER EOJIP4FNT OPERATORS'VCAI ION 3 CLALLA4, GRAYS MAR93R, ISLAND* JF,FFFRSON. ',I VG* (ITSA2, LFWIS# HASON, PACIFIC. (.NORTH OF ,#AHKIAKJM COUNTY N.IRTME44 SOJNOAAY EXTENDED DUE ^EST TO THE PACIFIC 005ANI , PIERLE, SKAGIT, SNUHONISH, THJo ST ON lN1T MN Ai CON COJVT tF$, FRINGE BENEFITS HEALTH 440 WELFARE 1.95 if4R. PENSION 2.)) SIHR. TR4lNl-:a FUND •2! 4/HR. ' WAGE RATES UCCUPATIUN OSCJPAT IUN STATE CODE )ESCRIPT1UN RATE GROJ P IA 570-5SU0 ;RANT L31 TONS AND M ER 3R 203 FT OF 9U,,4 13.73 14CLU)IN; J19 440 OVER $73-5535 LOADER, 9 YARDS ANO OVER 19.73 570-551U SHOVELS AND ATTACH4ENTS, 6 YARDS AND OVER 13.T3 OUP I 510-5515 CARLEwAYS 19.23 S70-5520 CRAVE JVER 45 TONS ANO UP TO 133 TONS UR I8.13 DYER M FT OF 030M I4CLJ(1(NG 113 570-5535 HELICOPTER WINCH 13.23 570-5445 LUADEi, 3VEilEA) 6 YAdJS UP TU R VAdUS 14.21 5TU-5565 QUAD R 440 SIMILAR. O-LO AND HO-41 1.9.23 57'J-SS40 RFMUT3 CONTROL OPERAT0a, ETC. 13.23 510-5525 ROLLAGON 19.23 57?-5960 SCRAPERS. 'ELF-PR'IPELLEO 45 YARDS A4U )VEP 10,23 570-5SSO SHOVELS. t&CUHUES OVER 3 YARDS TO S Y4R)$ lA ,2T STJ-SS55 SLIPFORM PAVERS 19.23 570-5530 TOWFR CRANF 11.21 GROJP 2 573-5575 RUmP CUTTER 17. 7q 570-55A0 CHI 7PER 17./a S70-5570 CONCRETE 9AT:H PLANT OPERATOR L7.19 $70-5580 CRANEi. 20 TINS THOU 43 TUNS 11.79 ' CITY OF RF00N SHATTUCK AVE . SOJfH 14TERCEPT34 V 1EA PAGE 5 I LY-A32)20-AA PAcVA1L14; AIN[ 4UM HtlUALY .A9£ HATES f)VEMRER 1). 19P6 I3CCUP4t)ON7 POMEA ;OJIPMENF CPf RATMAS LJC47IONf CL4LL4M. 0A4YS 41RIt0R, ISLAND, JEFFFRSI)N. KING. <ITSAP, LEe1S. MASON• PACIFtC tY)RtM OF AAHKI4KUH :UUNTY NJKtMFiN RCUNUAAY EXTE14010 OJE •EST TO THE PACIFIC OCEAN). PIERCE. SKA;11.. S414071ISH, THURST7N AND MHATCOM COJyTIES. AAGt RATES UCCUPATIUN OCCUPATION STATE CODE )E SCRto 7toN P4rE GROUP 2 ' 770-SS9S CRUSHERS 17.T9 570-SbOD 1ERRIC,A 17.79 570-5605 DRILLING 4ACit4E 17.19 970-5610 FI41Al14a '44:HINE 17.19 S70-SW HYDRALIFTS 11.19 570-S615 LJAOERS, OVERHEAD UNOER 6 YAR�l; 17.74 513-S625 9£CHA4ICS. ALL 1'.79 57J-5635 HIXERS, ASPHALT PLANT 17.74 470-5640 MOTOR PATROL GRADERS - FINISHING, 9LJFTOPS, 17.7l PULLING SLOPES, OItCHFS, ETC. 570-SbSO PtLEfIRIVER 17.79 57O-S645 PUMP TAUCK MUUNTEO CONCRETE PUMP Mthl aGlA 17.14 ATTAC44W 510-567S SCRAPERS. SELF-PROPEL.EO J40EA 45 YARDS V.19 510-56SS SCREE) MAN 17.7% 570-466J SMCVFLS. SAC<HUES 3 Y400S AND JNDER 17.79 57J-5bbS SUB-C 'AOcA - 7ATM44ER 17.19 57U-S6dJ Y44CI 11 60 IP ANU OVSR. M14CKH7E AND ATTACH. 17.19 570-5,00 TRACTIAS. BACK40E Ir.Yq GA0UP 2A 570-56)) LEA1MtN 4ECHAN1C - A0.30 OV£R 4FCHANIC 17.19 570-5620 LOCOMUTIVFS, ALL t7,011 GROUP 3 519-SSAS A-FRAKE CRANE 17.43 5T0-So"5 gwr,UMi 0.43 STJ-ST3S CONCACTE PLNAS 11.41 S7J-S71} CUNVFYOMS I7. -7 5i0-3700 ^RANfS, JP TD 20 TONS 17.*3 CITY IF AE)TD4 S44TTUC!S AV?. SOUTH INTfPCEPTn% StwFR PAGE S 1 V.r-^3212�_A4 PR`V Al LIN, MINIRUV HJ'JR LY eAGF ANTES o 0,40ER I3. 19;0 J:CJ P41IJNi PIKE; -cJJIPVENT OPE RA TOPS L,.iC Af10Vi LEK[S. CLALL4M. G; BD AYS HARA. 15l ANO. JEFFE;SJV. KIVu•ER 11 TRUJ ARV +4SON. PA. .IFIC INJRTr1 JF AAHKIAKUM_+� NI .Y SKAGIT. t%TENOEJ JJc 4 TO THE PACIFIC 0 SN)M')AISM• THJ PSTCJV AND wHAT COM CJJVTIES. .IAGE RATES STATE 0CCUP4TIJN RATE OCCJPATIOV OESCAI PT ION CMOE GAJUP J 1T.41 YO-V0. a;v 112 Ei 17.45 570-50) DU L'.A S• D-f 0.JCK CRANES OVER 49 "NS 17.41 570-57T0 lR1 Wr t JN 17.41 y70-5765 F4UIP4E4T SE%VI:E ENGINEFR 17 41 STO'S720 FORK Lle"' ei,, 17.43 570-S7LJ HOISTS• Alp, TUaGE;S. 1/,43 LOADERS ADERS - EL EV4TIVG iruE N-F IV ISH1Yti 1T.41 5TJ'S725 VCTh7R PATROL GR4DE; - NO STJ-ST1) IOCOLII, VAC'11NE. ETC. 17.41 ROLLFq 570-5740 40LLfRS. OV %L 4VT. ROAOMI% UR VULTI_I1 l7•a3 M41F.RIALS LT.43 570-5745 W6. :JVCAETE 4KRV ALL 11 .47 570-5750 SCP4PcRS - L 7.43 570-515'1 SPKfA)E;S . RLAr KNO%. ETC. 17.47 577 STTS TRACTI;• hvA49 4.1 UN)ER, 4ACKH�11 AN,) ATT►Ga. t ES 47)-5%0 TREVC INe J10JP 4 L'.13 17.1 1 S73-1795 ASSIST ANT EV:IVE ERS 17,11 5T0-SA20 COAP;ESSORS )15T;l9 JT OAS. BLOWERS. ETC. 7.13 S10-S710 O11 1T .17 57J-S7R5 OILER DRIVER DV t;UCR CR4Nf 6S TONS SNO J4J54 17.11 i70-SR00 OAVEMF NT BREAKER STO-5405 PUSTHT.E DI:iEd. MECVA NIC 4L 17.11 17 .13 570-SNIJ P:).ER PLANT 1T.11 3?0.5SP5 PUMPS. rs TER 17.11 470 tRLS K EELRToACTORS.HFARM4Ly TYPE) VI% 01tOUP S 14. 41 S 70'S 530 GR4OECHECKE; Ay) Sf AK FMAN CITY OF RENTON S4ATTJCK AVE. SOJTN 1VTERCFPT3+ SEME4 PAGF, 7 r LV—R12)20-AA REVAI LIN; 41NI4U4 HOJRLY WAGE RATES NOVEMREw 11. 19?5 OCCUPATION: POWER EM04ENT nPERATORS J:ATIjN: CLALLAW, ;MAYS 4ARBI;, ISLANO, JEFFE;SON. KING, K1TS�0. IE41S. ' 44S)N. PACIFIC (V)KT4 1F WA4KIAKU4 .AUNTY 4URT4fRN BUUNOARY t1.TENJEO DUE WEST TO T4f PACIFIC OCEAN). PIERCE. SKAJIT. S43H04ISH, T4URST)N AN) W4ATCnM COUNTIFS. OTHER 57U-4574 STATE- IVERTIMEt ALL WORK PEKFiK4ED 1N EXCESS OF 4 HJJ4S P"d JAY OR 40 HOURS PER WEEK, MON— JAY TTIROJGH FFIOAY, AND ALL WORK PEWIR4EO 34 SATUR)AYS SMALL 9E PAID Al JNE ANC CME—HALO T :4ES THE REGULAA RATE. ALL WORK P"4FOR4EJ JN SUNJAYS AND 4ULIDAYS SMALL BE PA10 AT 0^JBLE THE RF;ULAW 44TE OF PAY. 5T0-4577 STATE: FIRF444 - 3.%0 V 4R, UVFR THE HISHF" CLASSIFICAT-7JN JNUER HIS SUPERVISION. 1 iCITY JF KE4T;4 SHATTJCK AvF. SOUT4 INTERCEPT34 SEWER PAGE B 144Y-R37120-AA =RtV 41L 14G 414IMU4 M)UPLY N4:.E RATES 400144FR IA. IRRh irLUPATION3 SUPVCY,IRS LOCATION: CLALL.44. ri34YS HARROR. ISL%N0. JEFFFRSDN. KING, KITSAP. LEw15. MAS.iN, PACIFIC. PIERCE. SKAGIT• S4)HOMISH. THURST)N 440 44AT:C4 COUNTIES. FRINGE 04EFTTS ' TOTAL 4OURLY WiEFIT - QAATY CHIEF 1.50 1/HR. TDTAL 4GURLY HENEA IT - INSIRU44NT l.)0 A/HR. ' PEkSDN TOTAL 4OURLY 5ENEF IT - f:HA14 PERS(1,4 .70 A/f'R. ' ,AGE RATES ')CCU PAT ION OCCJPATIUN STATt COOE DESCRI oT fUN ?ATE 120-001) CHA 14 3 E I SO4 A.25 720-0040 INSTRJ4ENT PERSON IJUN13R ENoINEEK) 111.07 720-0010 'ARTY ,41EF IASSISTANT ENGINEER) 11 .53 OTHtk 720-9010 STATE: OVERTI4E - ALL MOORS w)RKEO 14 EXCESS OF R 43UIS PFR OAY OR 40 4UURS PER REEK SHALL DE PAID AT 34E 4NO 04E-HALF TI4ES T4F 4E+UL47 RATE OF PAY. 1 ' CITY jF RE VTON 1 SHATTUCK AVE. SWIM INTEACEPT34 SEWER t PAGC R 1 LY-R32320-AA PREVAI LINT MINI 400- HJUkLY WAGE 44TES NUVF4DFR 11. l'I4h � CUPATI ON: TEAMSTERS OCAT ION TLALLA,4. GAYS HA1002. ISLAND. JEFFERSON. KING. KI TSAP, LEW IS, 4ASON, PACIFIC IN)RTH OF THE WAHKIAKUM :UJNTY NORTHERN BOUNDARY EXTENDFO DUE WEST TO TMF PACIFIC OCFANI. PIERCE. SKAGIT. S43II34ISH. TMURSTJN. AN0 WMATCOM C,IUNTIES. FR14GE BENEFITS HEALTH ANO WEL^`ARE 1.39 fiHR. PENSIUN 1.R2 f/HR. WAGE RATES OCCUPATION OCCUPATION STATE CUDF JESCR IP T ION RATE ' GROUP TR 730 "lA0 dUS JA E4PL)YEE iAUL 17.16 GROUP 1 730-0145 CHE:KcRS 17.16 ' 130-069D LEVFR4A4 AN) LOADERS AT BUNKERS AND 17.06 BATCH PLANTS 130-1200 SWA14PER 11.)6 ' GROUP IA 733-1310 WANFMDUSFMAN ANO CHECKERS 1T.06 GROUP 2 730-1300 TEAM JRIVFR 17.11 GROUP 3 ' 730-OLIO 1ULL IFTS. )R SI 4ILAR EOUIP4E•lT USF) 1N 17.16 LOADING OR JNLOAOING TRUCKS, TRANSPJ4TI4G 4ATEKIALS ON J08 SITES:AARFHOUSING 1 ' CITY OF RE;.TON SMATTUCK AVF. SfWt4 INTERCEPT34 SE .IFR ' PAGE 1D �KY-it 32 J20-AA OtER4ILIN3 MINIMUM HOURLY WAGE RATES NIVEMSER 11. IRAS .CUPATION% TEAMSTERi 7:AT WV% CLALLAM, OKAYS HA00R, ISLAND, JEFF,KSON, KING. KITSAP. LE41S. ' MASON, PACIFIC (V)RTH Jr THE WAHKI%KUM :UUNTY NORTHERN SOJNOARY EXTENDED DUF WEST TO THE P4CLFIC OCSANI. PIERCE. SKAGIT, SN3HO4I3H. THURSTJN. ANJ WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE ' CODE )ESCRIPTIUN RATF GROUP 3 T34-0200 DUMPSTERS, ANJ SIMILAR EOUIPMtNT%TOUKNJ— 17.16 ROCKERS. TJURNOWAGON, TOUR40TRAILFR, C4T OW SERIFS, TERRA COOK A, LETOURNEAJ. WESTINGHOUSE ' ATMF.Y '4GON, F41.10. TW0 AND FOUR-WiEELEO 'OWER TRACTO4 WTM TRAILER AN) SIMIL41 T)P- LOADE) E4UIPMENT TRANSPORTING 44TERIAL ANJ PERF3441NG 'W)RK IN TEAMSTER JUZISOICTIONiDUMP TRUCKS. SLOE. ENO AND SUTTOM O'JMP, IVCLUJIN; SErt—TRUCKS AND TRAINS OR CURSINAT104S THEREJFIUP TD AVD INCLUDING S YARDS 710-0610 FUEL TRUCK, ORE45E TRUCK. GREASEP, BATTERY 1T.16 SERVI.F RAN AND. z TIPE SERVICE MAN 730-1100 SCISS]RS TRUCK 17.16 730—IJSO TRACTOR, SMALL RJE-_ _R—TIRED (WHEN JSEO 4(TMtV 17. t6 TEAMSTER JURISDICTION) 730-1750 VACUUM TRUCK 17,16 730-2300 WATER WA:ON 44U TANK TRUCK% JP TO ISJO 11.16 GALLJVS 730-2200 'WINCH TRUCK: SINGLF, REAR 4XLE 17.16 730-2220 WRECKcR. TOW TRUCK AND SIMILAR E0JIP4FNT t7.i6 GROUP 3A 1 730-0460 FLAHERTY SPREADER 17.47 GROUP 73J-0500 FLATSFD TRUCKe DUAL REAR AXLE 17.17 GRDUP S 730-000P clUGGY433ILE AND SIMILAR 11.31 CITY "IF RE`1TON ' SHATT'UCK AVE. SOUTH IN? :RCEPTCR SEWER ' PAGE 11 r 4�'6tr h.Y-R 12320-AA PREV41 LI 4i 41 NI MUM HOURLY WAGF AAt FS 1404E%BFA Ii• L466 CJ PAT ION: TEAMSTERS 'LATION* CLALLAM• GRAYS HARBDR, ISLAND, JEFFERSON. KI4G, <IYSAP, LE. IS, MASON, PACIFIC INOWTH OF T4E WAHKI4KUM COUNTY NORTHER`: RfiUNDARY EXPENDED OJF WESt f0 THE PACIFIC OCF4141. 0IFACF. SKAGIT. SNJHOMISH, THURSTON, AND WHATCOM CGJNTIES• .A,E RATES ')CCUPATI'N OCC'JPAT ION STATE CCDE )ESCPIPTION RATE GRUJP 5 133-0670 HYSTE4 OPERATORS (HAULING BULK LOME 17.33 AGGREGATESI 730-1100 STRAUJLE CAR41FA IRCSS• HYSTER AND SIMILAPI 17.11 730-2110 WATER MA;ON 4N0 TANK TRJCK: W3 GALLONS 17.13 TV 30)0 GALL34S GR%P 6 730-15A0 tRANSIT-MIX. 0 TO AND INCLUDING 4.5 Y-)S. 11.17 GR`lJP 7 130-0210 DUMPSTERS, AND SIMILAR E0IIPNENT3TQI9kNO- 17.7d ROCKERS, TCUINUWAGn N, TOURNOTRAILER, CAT OW SERIES. TERRA CJMRA, LETOURNEAJ. *EST14GN0US7 ATHEY WAGGN. EUCLID. TWO AND FOUR-MHEELED POWER TRACTOR WIN TRAILEK AND SIMILAR TOO- LOADED EJUIP4ENT TRANSPORTING MATERIAL AND RFRFORMING RORK IN. TEAMSTER JURISOICTION:OJMP TRJCKS. SIDE. E40 AND BGTTJM LUMP. INCLJDINI SEMI-tRUCKS AND TRAINS ('R CGM81NAT114S THEPE3F :)VER 5 YARDS TO AND INCL. 12 YARDS 130-0411 EXPL'JSIVF TRJCK (FIELD MIXI AN) SIMILAR 17.38 FOUIPMENT 730-071D LOMDE) A40 HEAVY DUTY TRAILER: UNDER SJ 17.31 TONS GROSS 733-1140 SLURRY TRUCK DRIVER (•.49 730-116J SNO-Gl ANJ SIMILA4 E0UIP4(NT 730-2213 WINCH TRJCK: DUAL RFAR AXLE l7. 38 GRJUP 7A CITY GP RF.'0:;N ISHAITULK AVE. S:)JtH - 1NTFRf.FPTJa SOWER 41 PAGE 12 toY-s)2320-AA PREVAILINi MINIMUM MJURI-Y WAGE RATES MOVFMBER 11. 19R6 ■r CUPATIUNI TCAASTERS LOCATIOl: CLALLAM. GkAYS HAR90R. ISLAND, JEFFFRSON, KI <u, LIl'SA+. LEWIS. MASDV. PACIFIC INDRTH OF THE WAHKI AKUM CD'JNTY NOIITHEKN dOUN4AkY EATENOFD OJF WEST Ti THE PACIFIC OCEANI. 011lCE. �KAGIT, S47110M1 SH. THURSTON. AND WHATCOM COUNf IFS. WAGE RATES OCCUPATION OCCUPATION STATE CFOE DESCRIPTION ?ATE GPJUP 7A ' TJO-091J OIL DISTRIBUTOR DRIVER IRUADI U.49 GROUP 9 ' 130-0223 D'JMPSTERS . A40 SIMILAR EDu1P4E%llTOU4V3- 1T.4ti ROCKERS. taRr. WAGO%, TOUKNOTkA1LER. CAT OW ' SERIFS. TERRA COBRA, LETOURNEAU, WFSTIVGHDUSE ATHEY wAUON. EJCLID, TWO AVU F)UR-WMFELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOAJED EJJIPMENT TRANSPORTING MATERIAL AND ' PERFOA�ING W-`RK IN TEAMSTER JJAISOICT17VtDJMP Tk-KKS, SIDE. ENO AND MOTTOM DUMP, INCLJOIVJ SE041-TRUCKS AN9 TRAINS JR COMBINATION% THEAE�F:CVER 12 YARDS TO AND INCL. 16 YARDS GADJP y ' /30-0100 dJLK FMFVT TANKER 17.44 130-02)0 )UMPSTERS, AND SIMILAR EQ)IPMFNTtTOJRNJ- 17.49 RUCKEIS. TOUAV9WA�ON. TOURVOTRAILER, CAT Jk SERIES. TERRA COBRA. LFTDURVEAU, WEST IVGHOJSE ATHEY WAi DM, EUCLID. TKO AND FOUR-WtiEELF" 0OWER TRACTOR WTH TRATLEz AND SIMILAR TOP- ' LGAAE) E0UIP14FNT TRANSPORTING !IATFRIAL AND PEAF11414f, W3RK IN TEAMSTER J'JdISDII:TIONf0,114P TRUCKS. SIDE. FVD AND RDTTOM )JRP, 14CLJOIV:. N SEMI-TRUCKS AM) TRAINS OR :3491NAT13%S T14ERE)9 &)VE4 16 YA100 TO A%O INCL. 20 YARDS T10-2015 WATER WAGON AND TANK TRUCKI )VER W)O GALL)VS 17.49 CITY 1F AE01V SNATYUCK AVE. SL011 INTFACEPT)A SEk ER PAGE 13 r �Y-11232^�lA PREVAILIVG 41414UR1 HJUALY RAGE RATES 430"FA 13. I9R6 �.CUPATI ONi TFAM$TE RS L.'ICATI341 CLALL414. G1AFS 'CklgOR. ISLAND. JEFFERSON, KING. K1TSA�• LEwIS• 4ASO%, PACI°IC 1'1 -.TM JF THE AAMt IAAUM CJJNTV N)k"ERV 90UNDAAY EATENJED 3JE WFS) TO THE PACIFIC OCEAN), PIERCE. SK►GIT. SNUMOMISM. TNj4STJN, AN ) WHATCOM COUNTIES. WAGE RATES ICCUPATIJN OCCUPATIOk SIATE ' CODE OES�" IVTIOv 4ATF .ROJP 10 110-0120 BJLL LTrTS. :X SIMILAR FOUIPMFVT USE) IV IT.51 . DAOIVG OR J4040INS TRJCKS. TRANSP)ATIVO MATERIALS 04 JJB SITEStUTHFR THAN WAREHUJSING ,iRJUP ll 730-1405 TRANSIT `AIX. 110R, )VER ♦ VIS. TO AN,) INCLU01N4 b VOS. GROUP 1.1A T30-151J TRANSIT-VIX JSEJ EKf.LJSIVELY IY HFAVY It.54 CONSTA. IOVEA 4 YJS. TO AND IVCL. 6 YJS. 1 1 GROUP 12 �1J-0010 4-FRA46 ]R NYU4ALIFT TRUCKS OK SIMILAR 1t.64 FDUIPMEVi AMEN A-fRAME lk HV044LIFT OR SIMILAR EJUIP�ENT IS IN USE ' GROJP ►3 13J-]2W UUMPSTERS , 440 SIMILAR l:)UIPMEATtTOURN]- 1T.66 ROCKERS, TOUANOWAGON, TOURNOTAAILER. CAT OW SERIES, TERRI CORvA. L TUURNELU. WESTIMSAOUST 4THEY WAGON. FUCLIO. TRU AVD Fi4A-WMEELE0 PCWFR TRACTOR WTH TRAILER AND SIMILAR TOP- LOAOEO EJtt IPMENT TRANSPORTING 4k TFAIAL AND PERFURAING 0RK IN TEAMSTER JJk ISIICTIONIDJMP TRUCKS. SIIE, END AND BOTTOM JJMP, INCLJOIMG IFMI-TRUCKS 1M0 TRAINS OR C3H4INATIONS TMERE:FAOVER 20 YARDS TO AND INCL. 30 YARDS CITY IF REYT)V ' SMATTUCK AVF. ST:JTN INTSOCEPTUA SEWER ' PAGE 14 r �AMY-F;2320-AA PMeJ AIL IVG •IIVI'tU% MOJRLY WAGE RATFS 4jVrAaF, k 14, 1405 r�•�UPATIUNt TEAMSTERS (JC4T I341 CLALLAM, ',AAYS HAidOR. ISLAN)• J:FFFRSUN. KING. KITSAP, LEMIS. MASOV. PACIFIC IN)RTH OF THE MArK14<U4 COUNTY 431THER4 ROUN'JARY ' FKTENOED 00F WEST TC THE PACIFIC OCE►V1, PIERCE. SKAGIT. 4NJMJ4ISH. TM,IRST)N, ANI) WHAYCJM G)UNTIES. r WAGE RATES UYCJP+kTI UN STATE ')CCJP ♦' 10.{ OESCRIPTIOV RATE CUOE GROUP 13 11.hb 730-0T20 L3WSEGRUSSJT)V AN0 INCLJ 01NGT 100EERz TUVSS GROSS r GRJUP 1♦ 1 T, 71 713-1415 TRANSIT MIX. OVEM s YOS. TO ANJ INCLUDING I YOS. ' GROUP 15 T3J-0250 OUMPSTFRS. 440 SIM ILAP EOJIPVEVTSTOURVJ-TO ROCKERS. JRNOMA(;UN. TJJRNOTRAILER. CAT OM SERIES• TERRA CUDdA. LETOUWNEAU, wESI1NGMUUSE r ATMFY MAGON• EJCLID. TWO AND F3UR-WHFFLE0 PUwEF TRACTOR w7H TRAILER AND SIMILAR TOP- LUADE) F)UIPAENT TRANSPORTING MATERIAL AND PERFORMING WORK 1V TEA:ASTFR JJ"SbICT 11410JMP r TRUCKS, SIDE. END 44D RUTTCM J'JAP• INCLJJIN4 SFMI-TRJCKS 440 TRAIVS OR COMRINATIJNS THFKEOFtOVi;k ;0 Y)S. TJ AND INCL. 40 YOS. °♦ r 13)-0T]0 L'Iw6E) AVJ HEAVY )UTY TRAILER: OVER 103 17• = TONS GROSS r GROUP 1e 17.Fe Tail-1�25 R jt VIX. OVER YDS. TJ AND INCLUDING 10 YDS. r r CITY OF aEVTON SIsATTOCK AVE- SUUTH rINTFWCEPTJR SEWER PAGE 1; SANITARY INTERCEPTOR S-401 3+ Preconst. Conference Schedule of Prices B Bid Proposal & Specs. Bks. i �1„Y-R32320-1A P0._VAI LINT MINIMUM HOURLY w4JE RATES NJVFMBER 1). 1946 i�CCUP 4T 70N1 TEAMSTERS L UCAfIONt LLALLAM, GRAYS HAAWR, 1SL4ND, JEFFERSOV. K144, XITSAP, LFw1S, i 44SON, PACIFIC INIRTH OF THE WAHKIAKUM COJNIY NURTMERN BOJYDAAY EXTENDED OJF REST to THE PACIFIC OCEAMI, P1ERT.E, SKAGIT, S"4041 SM, THURSTON, AN) WHATCOM COUNTIES. i *AGE RATES OCCUPATION OCCJPAT ION STA TF. ' CJOE OESCRIPtION RATE GROUP 11 i 130-0260 DUMPSTERS , A.YD S111ILAA EQUIPMEMT%TCJRNl- 11.93 MOCKERS. TOURNOWAGON, TOURNOTRAILER. CAT OW SERIES. TERRA CUSRA, LETOURNEAU, 'rf STjNGHOUSE i ATHEY WAGON, EUCLID• TWO ANU FOJR-WHEELED POWER TR{CTOl WTM TRAILER AND SIMILAR TOP- LUAOEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER J4RISOICTION40I10 TRUCKS, SIDE, Ee0 AND BOTTOM Dl1Mm. INCLU014G SEMI-t RUCKS AND TRAINS OR COMBINATI]YS THEREORSOVER 40 YARDS TO A40 14CL. SS YARDS GROUP to i 730-1435 TRANSIT Mix, 14.01 OVER LO YOS. TO ANO INCLUDING 12 YDS. iGWOJP 19 734-1444 TRANSIT V1x, 19.19 OVER 12 YDS. TO ♦N') INCLUDING 16 YDS. icReuo 2D 130-144T TRAVSIT 41 X. 19.35 OVER 16 YDS. TO ANO INCLUOING 20 Y)S. iGROUP 21 130-14'1 TRAVSIT MLXEtS ANO TRUCKS HAULING CONCREIEI 18.51 OVER 21 V OS. i iCITY OF REVTJN i SHATTUCK AVE. SOUTM INTERCEPTOR SEWER i044F 16 toy-R12320-AA )KcVAILIVu 4INNU4 MJURLY 14111E RATES V)VF48FR 11, I956 CAT iIONa TEAMSTERS 'L)CAT 1041 CLALL AM, GT A YS HAI 80R. ISLAND. JEFF?R SON. KING, KI TSAP. LFOI%. MASON, OACIPIC IV)AIH )F THE RAMc14,KJr4 :jJNiY N)RT40V BOU43ARY EXTENDED DUE WFST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT. SNOH04TSM, THJASTPI, AND WHATCUN CJUNTIES. NAGF RAT OCCUPATIJN OC:UPATION STATE CODE OESCR IPT 47V LATE GROUP 22 ' 730-O430 ESCUPT JRIVEI 12.00 Y33-L020 PILOT CAR 12.00 GROUP 23 730-0490 FLATRE9 TRUC(. SINGLE REAR AXLE 111.25 ' 730-IUIO PICK-UP TRUCK 15.25 G.AOUP 2: 730-0810 4FCHANIC HELPER 16.91 GROUP 25 ' 730-MO 4ECH441C 17.51 G;UUP 14A 730-1520 TRaVSIT-41X USE) EXCLUSIVELY IN HEAVY 17.711 CONSTR.t)V W 6 YOS. IO ANO 14:L. 8 Y)S, GROUP le4 7)0-1530 TRA4SIT-4IX JSE) EXCLUSIVELY IN HEAVY 17.r)h CCNSTR.:JVER 8 YDS. TC AND IVCL . l0 YOS. GR GUP l8A 1)0-15a0 TRANSIT-MIX JSEO EXCLUSIVELY IN HEAVY iR,Oj CCNSTR.tOVER 10 VUS. TO AVD INCL. I? YOS. 1 CITY UP REVTCN ' SHATTUCK AVE. SOi7TH INTERCEPT04 SEWER PAGE 11 I L-R32320-A► PREVAILING •41NIvU4 HDURLY WAGE RATES V7vs4dFA 13. IORO ItCJP4TIUN: TFAMSTERS LnCAT1ON: CLALLAM, J+AYS HA33GA. ISLAND, JEFFFRSO V. K141,. KITSAP, LEIIS. ' MASJN. PA:IFIC INORY4 OF THE YA:KLIAKJM CTJNTV N.)KTHEAN ROJVOARv ExTEVDED 3JE REST TO THE PACIFIC MEAN) - PIEICE. SKAGIT, 541.HCMISH, THORSTON, AND IHATCOM CJU4TIES. MALE RATES OCCJP 4T 1:IN OCCJPATIUN STATE a CnDE DE;CRIPTIGV ATE CROUP l9A 730-1550 TRANSIT-MIX JSED EXCLUSIVELY 14 HEAVY La.19 CONSTR. LOVER l2 VOS. TC AND INCL. I6 TDS. tGROJP 204 T)0-15o0 TRANSti-MIX JS. EXCLUSIVELY IN HEAVY Is.)5 ' CDNSTR.:OVEA 16 YOS. TO AND INCL. 10 YOS. GaOJP 2lA 1 730-1510 TRANSIT-Mix JSED EXCLUSIVELY IN HEAVY Ia.St CO4STR.s3 wR 20 Yos- tETHER 710-4735 STATE : FOR U:CUPATtON 130-0260 IN GROUP 17 ' ADD .15 A/Ht. F)R EACH LD YARD INCREMENT OVEI 55 YAROS 733-9736 STATE : JVERTIME ALL sO�lK PERFORMED IN EXCESS GF R HOURS PFR DAY OR 40 .TOURS PFR AFEK, W14- DAY TtRUUGH FRIDAY. ANO ALL wOKK PEKF 014EO 314 SATURJAVS SHALL BE PAID A: ONE AND ONE- HALF TIMES THE REGJLAR RATE lF PAY.ALL w)RK RER- ' FC014F) ON SUNDAYS AND HOLIDAYS SHALL RE PAID AT DOJ5LE THE 1EGULAR IATF OF ^AY. ' CITY OF REJUN SMATTUCK AVF. SOUTH INTFKCEPTOR STwFR PAuE Id ' SUPPLEMENTAL PROVISIONS 1 ' CITY OF NDRTIN AAIQIAp wasFICAT106 THE STOW V CIFIGTI0N5 FOR ROID, /1IOM AND MCIPAL C06 CTICN PREDATED BY roe RAAWNINCTON STATE W""W OF TRANSPORTATION AND THE RAW I GTON STATE CWMTER OF M ANERICAN PUBLIC WOKS ' AMOCIATIOE 11R4 EDITION 94LL BE NEREINA170 RFFEIBEO TO AS THE 'STAIDAM Sr4IFICATIO6' ND SAID 9WIFICATWIS TOGETHER RIM THE LAOS OF THE STATE OF RA94INiTUN NO HE OCINAN= AID CHARTER OF THE CITY OF BENTOI, 50 FM AS NRLICALE. ARE H IMIN 14X DM IN THESE SPECIFICATIONS AS TCAION PDM IN TEIR ENTIAEIY AD 94ALL APPLY ESE*T AS MENDED DR SUPERSEDED BY THE SPECIAL PROVISIONS HENLIN. A COPY OF THESE STAMM VELIFICATIONS IS ON FILE 1N THE OFFICE OF THE RELIC ROWS DIRECTOR, ' HENICIPAL BUILDING, RENTON, RA9RINGTO 90055. WERE TEV HAY Be EXMINED ND COP:ED BY AN, INTERESTED PARTY. •IXYER REFERENCE IS WINE IN THE STNDNO SPECIFICATIW TO THE OWNER OR STATE, SILYN REFERE`CE ' 94ALL BE COISTRLD TO WAN THE CITY OF RENTON. NO YOM AErppDE IS NICE TOM ENGINEER, Sc1 REFERENCE SHALL K CONSTNAED TO KM M DIRECTOR OF PI.LIC RMRS, CITY OF MYON, OP HIS OLY AUTHURIIED REF"NTATIVE. tNOTE: THE SPECIAL A/O 9PPLENORAL AMVISIONS HEREINAFTER CONTAINED 94ALL K 14 COITION TO OP SAL. SJEASEDE PROVISIONS OF THE STNOAFD SPECIFICATIONS IN CONFLICT HE ERITH. STAIDND PLANS THE STAMM PLANS FOR ROAD AAD ORIOK CONSTRROTION BY THE WASHINGTON STATE D[►UIHENR OF TRANSPORTATION AID THE RASNINGTON STATE CHAPTER OF THE AIERICAN PUBLIC RO ($ ASSOCIATION (REN.Ou01/A5) ARE NEEBV 'CLLEED IN THESE SPECIFICATIOS AS T1gpH DUITED IN THEIR ENTIRETY AID ' WALL APPLY EXCEPT AS MENDED OR SpVts= IT M CET, OF REMON STANDARD PLANS MUM HEREIN. A COPV OF THESE STAMM PLANS AID CITY OF FENTON STAMARD PLANS IS ON FILE IN THE OFTICF OF THE PUBLIC ROO(S DIRECTOR. NNICIPAL BUILDING. RENTON, WASHINNGTON 95055, IAERF THEY HAY BE EAAHIWD ANC COP1C' BY ANY INTERESTED PARTY, ' HEADINGS HEADINGS TO PUTS. SECT1,145, rOFKS. ARTICLES AND SBUTICLES ARE INSERTED FOR CONVENIENCE OR REFETENCE ONLY ANC WALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCRNENTS. WWLEENTAL AIO SPECIAL PROVISIONS 57RLCTK ' THE SPECIFICATIONS NOTE: HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STAMM SPECIFICATIONS. "HERE SECTIONS ARE HOOKED SECTSO' a 'Wr1AL AEPLACDONT SECtlov. THE ' SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STAADARO SPECIFICATIONS NOTC, OERE SECTIONS ARE WAWEI. 'CDITIOrMI SECTIO . THE 911CIFICATIONS HEREIN NE TO K AN AORITIO, TC 719 STAMM SPECIFICATIONS NOTED; WHERE SECTIONS ARE WORKED '9PPUD4WAL SECTION'. THE ' SPECIFICA1106 HEREIN ARE 10 K A 9 WLDOT TO TIE STAMM }gIFICATIONS. 1 01VISIOA I , GDINK RE%UINDOffS 1-01 DOINITIDN AD TENS ' 1-01 10 DEPARTMENT WMTRER O TROWORTATION (#DDITI0N1l lCTIOH` ' MEN Tt(g SPECIFICATIONS RE78R TO THE MPHRTNENt OI DEPARTMENT OF TRANSPORTATION THIS RUMENCE RILL NASD INCLUBE TE CITY WERE APPLICABLE. , 1-0 1 Il ENGIMW (MMAMNEHT SECTION` THE DIRECTOA OF PUBLIC NPRCS, ACTING DIRECTLY OR THROUGH HIS AUFMCNItED REPREYNTATIVES. ' 1-01.23. TARr. WMARY OF TRPNBHDRTATIOn ISpPLEIENPAL SEcrta) THE CHIEF CEWIVE OFFICER TO THE WWTHET gut. ALSO MMR TO THE DIRECTOR O PUBLIC RIOAMS. 1-01.26 57!tm SPECIFICATTONS (ADDITIONAL SHOW ' OTHER L;ATAIN AUTPENM STANDARDS, AS U6tL IN TMIt SPECIFICATION, ARE FROM M LATEST MITIN►6 or; ARP AM ICI WATERWORKS ASSOCIATION ' 0161 *V.CAR NATION% STA/OATS ASU AWN'CAN STANDARD] ASSOCIATION ASTN AMERICAN 90"ETY FOR TESTING AO %%TERI LS ' WC NATIONAL ELECTRICAL CODE 1-OL1i STAR (ATI'IQML 9ECTlgh ' M STAR 94ALL. ALSO ME' TO THE CITY O "TON AND ITS AUTHMIZD REPRESENTATIVES WERE APPLICABLE. 1-01.)7 '�IITG DMRIW!S (REPLACEIEM SECTION) M TERN "9W DRAWINGS' SHALL REFER TO THE PICTORIAL DESCRIPTION O THE DETAILS OF PROPOSED , MARRUALS,ELIRPHENT, NETHODS O INSTALLATION, 01 OTHER CONSTRUCTION PREPARED 6V THE C%,TMCTOI, A SUBCONTRACTOR, OR A HWwsA'TtREN AO SUBMITTED FOR IRE APRONAL OF THE ORER. 1-01.)R AC' O GOD (ADDITIONAL SECTIONH , *ACT O DOD" NEAS Al EARTHQUAKE, ROOD, CYCLONE. OR OTW, CATACLYSMIC Moog ON O NATURE. A , MIN, WINDSTORM, MIDI WATIN OR OTHER NATURAL PHEHADEDm W UABNAL tMD61TY PEA THE SPECIFIC LOCALITY O THE WON, WHICH MIGHT REASONABLY NuvE REIN ANTICIPATED FRDM HISTORICAL RECORDS O THE GEDENAL L:LALITY O THE WORK. SNRLL NOT HIE COLSTPIUM AS AN ACT OF COD• 1-01 A O EOJA (ADDITIOuI 5E 110N ' METE THE TEAM `(M EQUAL- 15 USED HEE IN, ME Don, OR THE ORER ON RECOEEDATION or THE , EtGINEER. SMALL K M SOLE .LOGE OF THE RAALI" AM SUITABILITY O THE MOPOSID SUBSTITUTION. 1-01.40 !EMVAL (AODITItAMI $CT19M) THE TERN 'APPWVAL• OR 'APPROVED' SMALL NEAP APPROVAL GIVEN BY ON GIVEN PROENAY ON M BEHHALT O THE DMEA. SLWI~tAl 9wc l Flcnt is , (%V 09/01/561 PWpA 1 t 14* ED PRO XClJW3 AND CONDITIONS 1-02.2 PLATES AND TUIFICATIOS ("COW SECTION) ' COPIES OF RA 6 MD SFEVIFICATIO S (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF M CITY OF WNTON KWIC VMS UePART1EMI 1OH MILL AVEME SOUTN, PENTON WA, 90011. BIDDING OOCLMWS MAY BE OBTAINED ATM ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FIRTH IN TIE CALL FOND BIDS. MORE CHECKS PAYABLE TO THE CITY OF RENTON. 142.6(1) FRORIETARV IW MATRON YEW TOLD IOINTIFV CLEARLY ANY MATERIAL(S) WHICH COKTNIIE -(VALUABLE) FOUALAE, DESIGNS. DRAWINGS. 00 RESEAACN DATA' SO AS M BE ERDPT FROM PLGLIC OISCLOSLAE, MCW 42.17.110, OR AN, MATERIALS OTHERWISE C`AIMED TO BE ERl1PT, ALONG WITH A STATEMENT OF THE BASIS FOR SLUM CLAIM OF ►4*7iON. THE DEPI MTMNT ((R STATE) WILL GIVE NOTICE TD M VENDOR OF ANY REOLEST FOR DISCLOSMAE Q SUOM INFORMATION REXIVED WITHIN S (FIVE) YEARS FROM THE DATE OF SU'RSsIm. FAILLE TO S7 LABEL RICH MATERIR OR FMLLPE TO TIMELY RE9MOIG AFTER NDl ICE OF RE"x1- 'ON 0 IL DISLLOSWE HAS BEEN GIVEN TALL ^ OEOED A WAIVER BY THE SNMI RING VpDOI J AM 'IN r .._h MAl,-,IALN ARE, IN FACT, SD Dow. ' I-02.12 PUBLIC OPENINGS OY BIDS.(RERACEMErt =TION) SFALEJ BIDS WILL BE RECEIWn BY THE CITY OF RENTON , WASHINGTON. BY FILING WITH THE CITY CLEW, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED MD PUBLICLY READ ALM). 1-01 AWARD AND DECUTION v CONTRACT ' JZJl_J C *IMATION 7 BIDS (ADDITIONAL MQYjL) ALL BIOS WILL BE BASED ON MTV SW A ALL SOU®ILES BE PRICES. NO PARTIAL 8105 WILL BE ACCEPTED LE.ESS W STATED IN THE CALL FOR BIDS CA SPECIAL MMOVISlr S. OE CITY RESERVES THE RIOHT HDWEVER TO MARE ALL ON AM SCETLLE OF A BM TO THE LOWEST BIDDER AT ITS DISCRETION. 14 A SCOPE O THE WIk 1-04,1 "RDCE0.RE AND PROTEST BY THE CONTRACTOR (RERgXgHT SECTION) My AIESTIONS ARISING BETWEEN THE 1NBPECTOR Mc THE LUITWMR ON HIS S/ERINTENDENT ON ,MEN" AS TO THE MEANING. OR INTENT OF ANY PART OF THE PLANS MO BPECIFICATIOS OR ARr CONTRACT 0MLENT, SHALL BE IMMEDIATELY IROUGMI TO THE ATTENTION OF THE PLBIIC WOKS DIRECTOR ON NHS REPRESENTATIVES FOR INIEMRETATION AND ACLA1STN[NT, IF WARRANTED. FAILLE ON THE PART ORE PULIC WOWS DIRECTOR OR HIS REPRESENTATIVE M DISCOVER AND COOEM, JR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK CA MATERIAL$, SMALL NOT BE C0161KC AS AN ACCEPTaHCE OF ANY SOON WORK ON WRTEAIALS. OR THE PART OF THE INMROVEMENT IN ARCM TIRE SNE MAY RAVE BEEN USL. TC PREVENT DIVVTES aND LITIGATION, IT IS FUIMR AL1EE0 BY M PARTIES HERETO TART THE PUBLIC WORKS DIRECTOR OR HIS REPMMESENTATIVE TALL DETERMINE THE GUMTITV MO DUALITY OF THE SEVERAL klws OF ROM EMBRACED IN THESE IMPROVEMENTS. ME BALL DECIDE ALL WWMNS RELATIVE M THE E%ECUIION UY TIE WOk AND M INTERPRETATION OF THE 001.S AND SPECIFICATIONS. IN THE EVENT THE COTRACTOR is Or THE OPINION It WILL BE OMAV G BY SDH INTERPRETATION, K SMALL, WITHIN 1 DAYS, MTIFY THE ENGINEER AND THE PITY CLEW IN WRITING Lr THE ANTICIPATED MATURE AND ' MO.NT OF THE GARAGE a DAMAGES. TIME IS OF THE ESSENCE SN THE GIVLC OF SLH NOTICE. IN THE Swpl~tal Specifications (RVV 09/011"6 POOR 3 MI AN MaMMONT CANNOT THIN E PEA[SED WI N1N 5 DAYS, M City No THE CONTRACTOR wit EACH ' ARMINT M MBITIMTUR NC Tit TWO BALL SELECT A THIRD WITHIN W DAYS NEVOTEA. TM FINDINM AM OECtSION O THE NORM E ARBITRATORS SWILL E rtt*L Np WN I C ON Ttt PIRTItS, ' UNLESS THE AE/IIEttO PARTY, VNIN ID DAYS, 041L10Qs TW rIIOINGS NO Muslim BY SAVING AM FILING A PETITION FOR AEVIEW BY THE SAB"IOI CART OF KING ODART, WA9NtNGTON. THE OROUNDS FOR THE PETITION FOR REVIEW M LIMITED TO SOWING 7W THE FINDINGS ANO DECISION: ' 1. ARE NOT RESPONSIVE M THE I►ESTIOS SENITTED; I. IS CONTRARY M IRE TOWS O I C(NMICT OR ANY COIfl(NT NIMEO'; S. IS ARBIMAAY Np/OR IS NOT SKM UPON TIE APKICAEE FACTS NO M LAW CONTROLLING M ISSUES s mrrED TO ARBITRATION. M BOW O ABITRATOM 54" ABORT ITS DECISION BY NrrlM FOWN IN MITIA6 Mt*Q r1roIMG5 AIC , COUSIOS BASED ON TIE EVIDENCE ADDUCED At MY SUCH M MINK. THE ARBITRATION SHALL E COINCTED ION ARpRONICE WIN THE STATUTES OF M STAR O WASNIHGTON NC , COURT O:CISIONS MY MM SIGH PAOEOUEE. M COSTS OF SUCH ARBITRATION SMLL BE BORE EQA LLV BY THE CITY 40 THE CONTRACTOR UNLESS 11 IS , DE BDARD'S MLODAITY OPINION TNT M CONTRACTOR'S rILINC OF THE PROTEST OR ACTION IS CAPRICIOUS ON WIYWCUT EAWNAILt FOAIDATION. IN RE LATTER CASE, ALL COSTS SWILL E ROBE BY M CoNrAACTOR. M VENUE O ANY SUIT BOLL E IN KING COUNTY, WASINGTON, ND IF T1t CONTRACTOR 15 A N?Y-RESIDENT ' O M STATE O WASHNGTON, K SHALL OESIOMTt AN ABSENT, UPON WHO, P%OCEM MAY E ERYM, SUCRE COMMENCING.W lMK INRR Nls CONTRACT. I-OA.IG UM 9F MATERIALS %M ON Tit PRWMt M,TT,ve , ALL SALVAGE W.,EAZN. AS NOTED ON M RATS NO TWIN IRON ANY OF THE DISCACED FACILITIES SHALL, AT THE DCIwU`-'S DISCRETION, E CARVULLY SALVAGED NO OEIIVOEO TOM CITY SOS. ALL SALVAGED ' WATEP MAINS, FINE HYDRANTS, VALVE$ AND AASFTENVNCES, CATCH BASINS, APO STOW AV SANITARY MNRAIIE COVERS SW¢,L E SALVAGED NG OELIVERE➢ TD THE CIty SOPS. NO LOST INCLOSED IN SALVAGING AM DELIVERING SUCH OTENS BALL BE CON51DEPED INCIDENTAL TO THE PROJECT NC NO COMPENSATION WILL E MADE. 1-04.12 WASTt SITES (40OVIM SMTJQN1 , ALL MATERIALS DISIOATED BY M OGIrEER TO E WAStM SAL( BE Na"ED, DUPED, NC SEW" AT NE LOCATIONS STGECYED By M CDWTWTOR. THE CONTRACTOR WALL WOVE M RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL IOW 1NCLIAED IN NOS SECTION SPLL E COSIDENED TO OFINCIDENTAL TO OTHER ITEMS OFARSE. AV No FURMA ' M PENSAT:QM WILL E MADE. M KOM TAKEN TO THE WASTE SITE SMALL E MMINTAINEO SOLELY BY THE CONTRACTOR IN AVARIER AS , OESCRIED BLOW: M CONTRACTOR SAL'. E FRAMED TO LSK RATER tk"S. POW" SAUPCRS. NO MATED EIMPHENT Ah OEM NECESSARY BY M PUBLIC WOMU DIRECTOR TO ALLEVIATE THE WMEM O' LOST SPOILS ALONG , THE ROUTE. PROMPT RESTORATION Of M ROUTE 15 MA/pATDAY. SPOI~%al SPWCLFicWtims (Mv OB/Ol/Nl PIIBW 4 S 46% (1V,Tmw A%) r AMT18414t3oft TtlwwtaViK r '3O1 a1 W1w SAVO VIA As"I 1V `MAOW JV aM all VV A113 NUA 7111"n 3M 40I11!" 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WM PIKE CNEONID AT LNAST ONCE EYDNY SO FEET PD At LEAST } TIME GAILY IV OWASTIOW ' N�1as. S. WOO ANOORING OF PIPE 1S POEO NEIM IN ,rCATIOtS WKOE A BOX IS KING J%D FOR t EXCAVATION. M CWMACTON SMALL MIWNO: NIS WON TO ALLOW A MEAWWALE TIME FOP M STTING OF SiPIES FOR M , M«T MAY Or NIS 0KCRAl1ON TO PR`NONT AM OELAVS WHILE WAITING FOR C06t1NNCTION GUICtS. M CONTACTON INAL, 4115609 FILL AM062E1LITY FOR OfTAI= DDO6tON4 ANG rut FPAPmr MMG ' ELEVATION& ON NEA4MOrtS NEAM= PW SNDH STAKES MD WMS. 06AVS h WLASON OF LACK OF STAKES M A T11E RQEST FOR SO4-V LESS NWN } OAVS, ARE OEM A nSN ' TOM CONTRACTOR 40 %*L Not K NE EILSIS rOR CLAIMS FOP ADDITIONAL COMPENSATION OR CMSTRLCT104 TIME, ALL COSTS FORM CONTRACTOR'S SMAVE`VING SMALL K CD6EOEAED INCIUNTAL '0 OTHEN EIU ITEMS IN M t PROOSAL. *0 NO MTMEN COMPIXIVION WILL K NAM. ULM, A 010 ITEM FOR SAVEVING IS SPECIFICALLY LISTED IN M SDEDLLE Or PRICES. 1-95 S(2K CONTRACTOR POV'IOED CONSTRLCTEON St ArKING (MEN SECTION) OM M CONTRACTOR 15 ACQUIRED TO PROVIDE CCMTR1CTICN STFRt N: K SMALL K OXV0619LE FOR ' KMINO M SERVICES f A PPMSSIONAL LAND ANNEVOR 00 94ALL PROVIDE ALL. SOMY STAKING KEDE IN CONX1cTION WIN THE PO.ECT, MIS STAKING SNMALL CM61ST OF, aR NOT K LIMITED M: RORORMV COHTERINE SMITAWV SE1EW t SLQE STAKING FIRE MVWMTS CLASS AM DurTm STTEET UGHTING OWING MC PAVING LNIZAC OLMING POWER A TELUKK ' TWMTRV •RAFric SIGNAL SYSTEM STOW, DRAIN SYSTEM PSPAL CO. A P.N,W.R. VALLTS MOA!@NTS MOMENT RFUNDCE/STRAXE POINTS ' M CONTRACTOR SMALL MIME FILL RESPOMSMILITY FOR PIE ACOLPACV OF M STAKING AM SMANL PROVIDE ALL REPLACEMENT STAKING W RESTAKIG NEEDED. M CITY WILL POVIDE M CONTRACTOR'S SNAVEYOK WIT.. M NCNI2ONTAL PIO VERTICAL CONTROL /EEOED TO PD►frN M COBTMCTtON STAKING. M COrtMCTON'S SPrEVOR SMALL PAWl:a M ORIGINAL Ft11L NOTES AND A SET OF M FIELD NOTES wlCH SMALL CONTAIN AS-CO6TAMTED LOCAt1O4 Or M 00"WD40M 196TRICTW UOER MS CONiMCT. THESE ' NOTES SMALL CONTAIN AS A NINIMIM M COMM L119 STATION AW Orr SET AM CUT TO UM VIE, VALVE, IDD, MVWANNT, W$ OLE, CULVERT, CATCH MSIN, INLETS, CLEPIO{ITS, UOESDIR, PATER MVICE, DIN. C/n?"' SIOEMLK. AND ALL OTIA 0ANM IN ALIOWONT OR WADE AS WY K NEED® TO ORAW ACMATE AS CUP67MCTED RCODS Of TIE PD.ACT, THESE NOTES SMALL K KEPT LECIILV, IN A FOWAY COF MIND 10 WOO DGIN[E I"D PRACTICE IN A MAPO COVERD FIELD SOON S/PLIED TOM CONTRACTOtS SIAVEYOI PY M CITY ON RpZST. THE LLM SLOW UNIT PRICE FOR COSTRUC110M STAKING WILL K FLLL COMPENSATION FW ALL SAVTYINC ME M_ ' TO COSTMXT M IMPROVEMENTS TOM LINE MO WALE 00 M APMDVED ALMS, PIO TO PROVIDE ME RWIMED CONSTRICTION 40 AS-L06TRLCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS 1TDN WILL K MAN , IN CO/ICTION WIT" N/ N WhLY MT ESTIMATES RACED LION WORK COMPLETID AS DETEIMINO ET M DIGIOUN. ALL RORDMAY STAKING. SXDH AS CEIHTE LIRE, DAIS 40 GUTTERS, PIO ONWOG No ;PAVING $ALL K OOE AT ► MINIMA OF 23 FOOT CWTEAS. A COPY OF ALL CVT-SEEN$ AM SIMILAR AM SHALL K ' GIVON TO NE CITY AND A COPT OF M SURVEY Cole OL NOTES SMALL K GIVEN TO M CITY WNEN Wat SVO I~tA1 SMlel TlcAti" IAWV 0E/01/E6) " 4 1 r1-0}.}()) CWTAACQI PROVIDED A54I10 1KdM2?jCN r IT 90" E THE CONHMCYORS RlPOISIELITV TO MONO M LOCATION, BY CtN %MITE STATION. Orrin. MD OEPTN n0R MVElE11, O ALL EXISTING UTILITIES L"COVOfD OR CSVX= ORIMt "IS WORN AS COAXQ LSEOR THIS PRO Y. r 11 94ALL E M CONTAACTONS MESP0611110" TO HAVE uS fpv" LOCATE BY CENTMEW STATION. O*SEr 1N0 ELEVATION. EAL* WJOR ITEM OF NO►. D0E LINEN THIS COORAC7- rNM7OT IT[W OF AOBN "tL E OSINED TO INCIALE M NOLL011NG ITEMS: RwAQ[$ L:ATON YSiNs MO INLETS r VALVES VORTICAL MD NORIMMTAL O'ND+ .SBCTION BOAS CLlApwS SIDE SEER$ STREET LIDOS A STANDARDS oraws MUOP DOW"S IN OESION QADE(V YALLTS MLVERTS AFTER M COPLCTlON OF M VEIL CONEAED BY THIS CONTRACT, M CONYWrOKS SLAYEVOR BALL PROVIDE M M CITY M NMAIO COWER FIELD NEL(51 MTAIMINE M COSRRCTION STAKING, MD AS-vILT IQTES: MD ONE Sn OF 04I71 PRINTS Or M COSTRLCTION OAVINGS LION VNICH M HAS PLO"m M NOTES It M CORMCTOI LOCATED EXISTING UTILITIES, AND ONE SET OF 0411E PRINTS O M C�Y "CTlON DRMINGS r VON RHION K MS PLOTTE) M AS-GUILT LOCATION 7 M EV NOM AS WECDTE)<D IN (HE FIELD M(S). THIS OWING 240" EAR M SIANEY(RS SEX AND S10ArLm CERTIFYING ITS ACMACY. r TE LLM SLIM LMIT PRICE FOR COSTA,CTION STOWING WILL E FLU COMWTION FOR ALL SUNEYING NEEDED TO COSTIACT M IMPROVEMENTS TO M LINE MO MADE PER M APPROVED PLANS, MD TO PROVIDE M REQUIRED COSMCTION M[ AS-006TRUCIED FIELD NOTES. PARTIAL PAYMENTS FOR M14 ITEI+ WILL E MADE IN COMCIlON WITH M MONTHLY PAY ESTIMATES BASED LAY FOb C04UTO AS DETERMINED BY THE rEGiMEEX. r 1-05 11 FINAL Oca"FAm 017PLAMMENT 4CY I'1N' M CWTAKJOR SMALL NDTIrY M ENCINEER IN WRITING OF M COPLVION OF M ATR RAEIELPON M EMGINEER RILL PRDPYLY, BY PVr'3& INSPECTION, SATIV, HIMSELF AS TO THE ACTLA. COMPLETION OF M r AOk 1N ACCOROMGE WITH M TERMS Or M CONTRACT, MD 9NALL MTEI/ON RECOMEHI TO M OAER MAT THE ROM IS ACCEPTABLE. FINK OEIEMMINATION O M ACCEPTABILITY O M NOW SMALL E VM M M OR1FA. ACCEPTANCE BY M CONTRACTOR O WINK COMPENSATION F4L0114D FINAL ACCEPTMCE EV M CITY r SHALL CO4TITUFE FILL AND FINAL PAYMENT FOR ALL MAh DOER M CONTRACT, INCLUDING My CLAIM FOR 0#,p= CONDITIONS OR 01MGED ROM DIEM OR EVTVA HOME, DELAY OR Mn OTMEA CAR$ FOR CLAIMS FOR ADDITIONAL COPLASATION. r1.0},1} METMDD O WNICE 01 NOTICE {RIPLACKNT %C'11V r WRITTEN NOVICE SHALL E DEEMED TO HAY[ BEEN CLAY SERYEu if DELIVERED IN KR504 TOM INDIVIOWL. O TO A PARTNER OF M FIRM. OR TO AN OFFICER O M anNouTiON ON 000 OI YD M CITY CLEAR, OR IF SEMT BY REGISTERED UNITED STATES NAlI TO M BUSINESS ADDRESS RODV IN M CONTRACT DBLIAENTS. r r rSMOp1PMPMEAI SWcifleK laN (RPV OV111106) PAp } r J:QS.1{ pe1p� ,Up OMiSSIQIS (1(y v�.TIW1 ' II M CO.TMCTOP, IN M COURSE OF HIS Wm ECOES AWNE Or ANY ERIptS OI OMISSIONS IN THR. L9ITRKT OC" O 3 ON 14 M LAVOIT AS GIVEN Br SA1Kv POINTS AA N INSTRUCTIONS.GA O, SS IF K BEHI AIAAIE a Yn DISCREPANCY EtW®N M COITRACT DOCUEWS Am M PNSICAL COOITIOW a THE , LQAL17v, NISNAU INEDIAtBLr INFORM THE LNG THE ENGINEEt, IF ME GEMS It NECESSMr, 1ECTEFv THE HATTER AND ADVISE RE CGMTWrGA ACCOGINLY. ANY WOIW P'. S UNTIL AUTHORIZED, WILL BE ODW ATM CONTWTOI-S RISU. DOE AFTER SUCH D1SA SMALL , , 1-07 LEGAL l ATIO6 Np R4O6IB11.f7IES TO TtE PBLIC !-0).{ SAWNItATION UOpITi .• TIONH ALL opt'"S "MOPPED 1N S MPLYDp ACCESS, MA(ING, AM SANITATION FACILITIES SHALL BE COL<.. bCIOONTAI TOM PV4XCT AM NO COMPENSATION SHALL E MAM, 1-OTJ LOIO LIMIT$ I - T ALL MOTOR VONCLES a M mrTEACTOR, 2AXVMTRACTCi". Pe SUPPLIERS SMALL STRICTLY ANN TO CM. {{.AA OF M NDTM VEHICLE LAIR OF NE STAR a WASHINGTON (19{7 EDITION MAD .VaNDREHTS THOEDF) IN REGARD TO SIZE. REIONT, AID LORDS OF MOTOR VMICLE5. PAYMENT WILL NOT E WOE FOR ANY HARRIAL TOG VEHI0.E 15 UCENRD. THAT IS pELIVOp© 14 EXCESS OF THEI.ECK WEIOrt FDA w•ICH t ANY VIOLATION OF THESE AEOLATIO6 Soil BE RO'OR'ED TD M AFFECTED LAW ENFGRCEIEM AGENT. 1 M COrtW1C`OA IS Ttt r7µISH TD M P#LIC wwu DIRECTOR A LISTING OF ALL NpL VONICLE) USED ON M PO.ECT. .ISTIrG M VENICI.E NUMER, LICENSE NUBER, TANS WEIOR. pp LICENSED LOMJ LIMITS. 1-0-7-9 WANQ (Yrs ACIDO_ XCTIONI THIS MINI WAGES IS N FEDCi TD IL PROD CT I.' NCY, AND `PVNDENTS Alp AmItION$ THETETO RELATING TO t MINlWN PACES. ON FEDLTHK All PAO.E[75, FEppUL WAGE LAWS UFU REOLATIONS ARE ALSO 4 KALE. HPATESOALv 9A MININ PARS a WARS he rRINCE ElEFITS AM 3WNN IN RP CONTRACt, nd ��� WACF , Lam ND FRIDECISION ETEF ItS ARE LISTEp, Mr ARE IN ACCORDANCE WITH THE UNITED STARS DEPMTNEM O N.ABOR DECISION NUlDi Y e3-sl lO. TIC PM CONTRACTOR. ANY AAICONTHACtaR, a OTHER PERSON t.11IHG M WDIWc Cot ANY MITT a IT SHALL NOT Mr N• LMORERS, A LE SS CSS LIMN M REWIRED HAAALr MINIMN HATES 0lSI a WARES SROWN INGE CONTRACT , •ROSS IN EXCESS a SUCH HOURLY PARS HA BE MID.ID. IN AM,?, TOR THE WADE RATE THEOELOrER SHALL CONTRIRM FOR PC" COPO6ALE HOUR nE FRINGE ENEFITS LISRD. ' IS SPECIFICALLY dpERSTDGD 40 AGEM THAT THI WAGE FRINGE PARS AM FRINGEBEtEF ITS F'OI T425 CDVTRr.H PA,S#YCT TO OM145, THAT M BIpOG ACCLPTS FLL RE3P INSIBILITv Pp A.3SNES M RISK OF .mv INCREASED LABOR COST BY REASON OF PAYING HIGHER PARS THAN THDEE SOWN IN TMI �TgA;r GIB. ODES NOT WARRANT ON At-tESENT THAT LABOR CAW BEP OCIBW FOR RE MINIMUM RAT S ET FORTN rot ;. DWWM. IT ISM CINTRACTOR'S OWWO616IL r TO AECO1tAIN M WAGES My. 3AR), MINIM•, AS HE WILL HAVE TO Mr, D THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPtALE TO M Cltr AID 1M0p Me INDUSTRIES, A E APPROVED `STATOp1T a INTENT tO PAY PREEVAILINC, WAGE•, A COh a M PREVAILING WAGE LUTES rap ODTHE PROACt UPON WHICH THE GGNTWrOR HA3 INOICAIED M APMOHIHAR IRBEq OF MUM IN EACH ' SIFICAtION; yD THE ADDRESS AMC iCLa� "no a M INDUSTRIAL STATISTICIAN a LANOR PE ;'eDtTRtE3 WERE THEWADE. A COMPLAINT RA 'Mo)'*' CONCOBNINC PREVAILING WAGES NAr BE 3HOO1wntP1 SMcl/lc9tloa , (Nov 09/011661 Paw 9 t-CT.?,S�ST,Lrig W PROJECTS WMIED B' PAGE RATES OETENINED BY M STATE OF WAJIMINGTON OGFARTMTNT Or LABOR AD 10ETRIES AND BY M U, 3, S[OE'ARY OF LABOR, OF THERE IS A DIFIVANCS BETWEEN M TWO IN M FFEY'AILER RATE Or WOE FOP A SIMILAR C ASSEFICATIOM Or LABOR, 11E CONTRACTOR SMALL MY NOT LESS THAN M WAE ONION ISM 4100 OF M TWO, IF M CONTRACTOR MRRE3 DK OF APPRENTICES OF PROJECTS GOMM IV 04M RATES DETERMIFm BY M STATE DpARTREAt O LABOR MD INDUSTRIES, HE S ALL PRESENT TO M ENGINEER WRITTEN EVIDENCE OF ' REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPRDVD) r M STATE AIPFENTICL9IIP C(AACIL MD M PERIOD OF PROGRESSION FOR EACH SUCH APPOWICE EIPLMEE. ' It M CONTRACTOR MANES UK OF APPRENTICES ON Pft=tS ODYVM BY WAGE RATES W EMI ED BY M U. S. SIM74M OF LABOR. HE SHALL PRESENT TO M ENGINEER MITTEN EVIDENCE Or REGISTRATION OF SMm EMPLOYEES IN A PPM%* OF A STATE APPREMICEWP AID TRAINING ACAty APPROVED AD RECOGNIZED BY M 11, S. a/EIA1 OF APFIENTICESNIP AO TRAINING. IN TNE AB7.NCE OF SUD4 A STATE AGENCY, TIE CONTRACTOR SMALL SLMIT EVIDENCE OF APPROVAL AO REGISTRATION BY THE U. S. BUEAu OF APPRENTICESHIP AND TRAINING. M CWTFACrOR 94AL.L SLMIt TOM ENGINEER MITTEN EVIDENCE OF TE ESTAEL194M APPRENTICE .LSIMEYMAN RATIOS AND WIDE RATES TH THE PRD.IECT AREA, ANION WILL BE TNE BASIS FDA ESTABLISHING SUCH RAIIDS AM RATES FOR THE PROTECT LAGER M APPLICABLE CMIRKT PROVISIONS. IF ANY DISWTt ARISES AS TO WMAY ARE TW PREVAILING RATES Or WAGES FOR WEAK Oil A SIMILAR MATTE TO THAT CMDOOLAT90 tADER INE CONTRXT AND SLCH 015PUTE CANNOT BE AD3ATED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND 4ANAGt1ENT fEPRESENTATTVES, M MATTER SMALL E REFINED TO M ' DIRECTOR OF M DEPARTMENT O LABOR AND IM[MYRIES OF M STATE OF M94INCUM (OR TOM W1TED STATES SECRETARY OF LABOR NEN PREVAILING WAGES E574BLI3 M BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHLL E FINAL, COLLUSIVE MD BINDING W AL PARTIES INVOAYCR IN TE DISPUTE. ' IF M CONTRACTOR MAKES USE O A LAMP MSSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, TVA: CONIRACTIR SWLL REST M DETERMINATION OF M APPROPRIATE WAGE RATE FORM CLASSIFICATION AM ' FORM AREA IN 041CH WORK 15 PERFORMED, FROM M INDUSTRUA', STATISTICIAN OF M DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE M CITY 416L RELEASE EACH PROOE55 ESTIMATE PAYMENT CNEC=M-CONTRACTS! RUST $Lsw A ' 'CERTIFICATION RA $^RED BY CITY) OIIMINT MAT PREVAILING RAGE RATES HAVE BEEN RAID. ' ON FELERAL-AID PROJECTS M CW AACTOR AD EACH SJOUN RACIOR $MALL ALSO FUMISH WEEKLY PAYROLL STATEMENTS TOM ENGINEER. IF M CONTRACTOR UTILIZES TE OCCUPATION CODE *EN 9RMITTING PAYRILL� AND WAGE AFFIDAVITS, Aq) WERE THAN ONE .3 ISDICTIONAL AREA IS 190(A.VED IN M PROJECT, M "ISOICTIWK AREA INVOLVED 904LL RE 9C 04 1MEPIATELY FpLLDWING M OCCUPATION COOS WAWA, I.E.: 10-GOIU YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO MFIS MID MD PAYROLLS 94ALL C 11PEN T" INSPECTION OR AUDIT BY FEPRESENIATIVES O M CITY (AIRING THE LIFE OF THE CONTRACT AND FOR A PIAIOD O NOT LESS MAN THEE (3) YEARS AFTER M RATE O ACCEPTANCE THEREOF, ADM CONTRACTOR PALL RETAIN 9At RECORDS FOR THAT PERIOD, AOE SUM RECORDS PERTAINING TO WAGES PAID AD PAYM-LS FOR M CONTRACT Art MAINTAINED BY MAKOTAMITORK OR AGENTS O M CONTRACTOR, M CWTRP:.TOR E/PRESS.r GAAANTEES THAT M R!COgS OF WCH SAMOTACTORS OR AGENTS SMALL E OPEN TO IMStCTIW AD AM,r BY REPRESENTATIVES O M CITY W M SAME TER6 AD COCITIONS AS T( AECOADS OF M CONTRACTDA. IF ION AC1T IS TO IF COHENGED MOPE THEN SIXTY (60) DAYS AFTER M. ACCE►TAHCE DATE OF M CONTRACT, M CONTRACTOR WILL E 0144 A REASONABLE NDTICE O THE TIME PEAR SLR, ALWIT IS M BEGIN. t BEFORE PAYMENT IS MACE IV THE Lln Or ANY OAK M 'NOER MI5 1.NRRAFY, Y'i CITY MUST RECEIVE FROM M CONTRACTOR AC tAGN SLBICCONTRACTOP, A CONY O •STAMOO or INTENT TO PAY PREVAILING WAGES" SLEo1MP+tA1 Ege1 F1CAt1NrR (RAY 09101/86) PROW 9 (FORM L A 1 Wdo TO0-29) AS SIDED AND 4"NOVED BY INE 0094INNGrOd STAR DEPARTMENT OF LABOR NC , IIOIEIIIIES. URON MWL[lIOR OF MS CONTRACT, M CITY MUST RECEIVE FROM M CORiRRCTOR Ate EACN SI!♦CWWTOR A ory or "AFFIDAVIT Or NAM$ ARID" (FORA L A I NAOER 700-1 STATE pPMT1ENT OF LAB; AIO INDUSTRIES) CERT1rYlTp THAT ALL PREVAILING WAGE REQUI DWS WIVE BEEN SATISFIED. TNESE AFFIDAVITS WILL K KWIRED 07M ANY FLOGS RETAIN, ACMINO TO M PROVISIONS of RCW 60.20.010. ARE RELEASED M TK CONTRACTOR, FORMS PAT K OBTAINED FROM M ODARR(NT OF LOW AMD IMSTRIES. ' A rEE OF 612 SO PER EACH "STATEIDR OR 1NTMT IO MY PYVAILING WAGE " "PFTV 1O Wp(F5 PRIV 15 014WIRED f0_AGC01iANY FACM FORA 9Mrn�m, m wA. n..T...�.,T ii0 II='init (TRACTOR IS KSPOSSQE FOR MMENT OF rogg rUS rn VOLL Via AR�_APPLI ATIpES DIIE[liY lD M ORARTHDNT OF_4M M INUSTRIES, DNCSE FEES 5 ,y1u K SNCIO NTAL TO ILL M BID ITEMS n THIS IN ADDITION, rE PRIME COMRA:TIn 9W, SAB41I TOM WASMINGTON STATE OEnMT1ENT OF LABOR NE) INDWRIES A •AEO/St FOR Av EASE" FORM PQVIOED BY M OWARTNEMT or .ABOR AM IN0.STRIES. I-O7,11(9) 9ACORTRACTinG MADDITIOAL SECTION) IEFORE MWENT OF M FINRL ESTIMATE, M CONIAKTOR 944LL 9AMIT AN AFi'IOAVir Or ANOINTS PAID TO ' MINORITY FA'MESS ENTEMIISE RQ OF NOMEN DSINESS ENTEMRISE PARTICIPANTS OR M FORM PROVIDED BY THE CITY; CERTIFYING M AMWS PAID TO MINORITY WSINESS AND OR WU4N TWSIMEM ENTERPRISE PARTICIPANTS, 1, 11(10) RECORD$ ANp +EPCRTs —Ni CT10+_ ' M CONTRACTOR WILL SE KWIREO TO CTV"LETE AND SAWIT M F0.LOMIND (OCIAENTS *ran PRoW_SS WD r OR FINAL PAYMENTS TO M CONTRACTOR A;. E WPRDVEO It, THE P1611C WORMS OIRECTOA: 1. EACM AO T" - DEPARTMENT OF LA901 STANDAtO rCW 25T , 2. EACH .ALY - STATE HIGHWAY FORM PR-1791 M OWNER WILL FUNISM RASE FORMS IQ M PRIE CONTRACTOR "ING M PRECOSTRUCTION MEETING. r AN EGIAL EMPLOYMENT ONPOMTWITY REPORT CERTIFICATE 9ALL BE CMCUTEO BY M BIORA WITH MIS BIO PROPOSAL ON THIS PROJECT Ale AMICN COMES WIMIN M PIOViS1ONS 7 M EgAI EMPLOYMENTOPRORTUNITY REOLL,ATIOS OF M SECRETARY OF LAWN AS REVISED RAY 21, 1%B. M FORM OF CERTIFICATE WILL K FURMIS1ED TO M CONTRACTOR RIM M PPEROSAL, WN1CM M CONTRACTOR WILL NEED TO COMMUTE. STATING AS TO W EMR 1E, MIS FIRM, ASSDCIAIION, PARTMEASMIP, OR CORPORATION Nis PARTICIPATED IN ARY PEv1OOS CONTRACTS OR SIICOMTNACTS 9R'2[CT TOM EO.AL VR91RN1TY MORE RD IF SO, AETNER OR NOT ME WAS RAMIrTED ALL REPSRrS M IKER APPLICABLE FILING KWIREENTS. FAILURE ON M PART OF M SIOM TO F1PNBH THE REWIRED CERTIFICATE WILL BE DUE CAUSE FOR r AE.tCrla Or MIS No. IF A PP NISRL LACKS AN EEO REPORT CERTIFICATE, AO M CONTWTM NOILD OTNERnISE BE AWARDED M CONTRACT, M CONTRACTOR SMALL NAVE 10 DAYS AFTER NOTICE BY M DIRE" Or PUBLIC WORMS TO PROVIDE M SHE, IF THE CONTRACTOR REFUSES OR rAILS WITMIN TIAT TIME M POERME M CERTIFICATE, THEN M PROPOSAL WRAMTEE, IN M FORM OF BOO, CKCW, OR CAW 041OM ACCOWMbNIED THE NO, WILL SE FORFEITED TO M CITY. , Sm lementel SRHclrlcAtlons ARY 09i01/w POP 10 r 1-0,,,AuQ1 CONIMCD 1 IBE[KR A S'ONERNDTOR %ULSTS POBIISSION TO 9BLEI A PART O ANY CON OACT AMC UCH CONTPA'T W'S 81TW% THE q+.N VlS OF THE (pRL OPORTINITY PEOLATIONS OF THE II NARY OF LAEOR, REVISE[ MAY 21, 1NO, N **LL aTAIM THIS CERTIFICATION FROH MIS PRffOITD SIA.'DAMCTOR AND FOANME IT YWET.'A WITH SUCH A AJEST, NO SUBCONTRACT BILL R AMRIVOI BEFORE RECEIPT OF S1AH CERTIFICATION .'MP, .NE SIBCONiMCTOR. FOR THIS RIPOSE. CBRTIFICATION FORMS WAY BE O8IAINED FROM •'f PROJECT ENGINEER ASSIOED TO NIS PRO.ECT. ' 1.07.17 CONTRAC'OR'S RESPOMSIBLLITY FOR NOW cAEPLACEMENT SECTION) THE WON SMALL R LENDER THE CONTRACTOR'S RESPONSIBLE CAME AO CM*GE. TIME CONTRACTOP Swll flan ALL LOSS NO ONFE W WHATSOEVER NO FREE*WHATSOEVER CAGE, EXCEPT THAT CAUSED SOLELY BY THEr." OrTHE MAPWNION MAY OCCJA ON OR TO TNE AON "ING THE FIL EN FILUT Or THE CONTRACT. IF ANY 9CSM LOSS OR DAMGE OCLYALS, M CONTRACTOR SHALL IMMEDIATELY MAKE Dart ANY SUCH LOSS OR DWIEE. NO IN THE EVENT OF THE CONTRACTOR REFUSING OR NEO.ECTIND TO 00 SO, THE OREM MAY. ITSELF OR EF THE OPLOYMER OF SOME OT1E1 PERSON, WAG. OWD ANY RXM LOSS OR ONAFE, NE THE COST AMC ERPOLSE OF SO GOING 9*A BE CHARGED TO THE CONTRACTOR. M CONTTMCTOR ALONE 94XL AT ALL TINES BE REYOSILE FOR THE SAFM OF MIS AO HIS SBCONTRACTOR'S EMPLOYEES, AE FOR MIS AND HIS SBCOMIRACTOR'S PLANT AND EWIPHENT AMC THE NET.00 ' ff PIgSECUTiNG THE WOMt. RAllC UKAYORAAE HEATHER AO OTHER CONDITIONS, IRE CONTAC-R 90" PMICSIE ONLY SJCH PORTIONS 'J f NOW AS SMk- NOT BE DAIALD THEREBY. NO PORTION OF THE WON V1OSE SATISFACTORY OALITY OR EFFICIENDY WILL BE AFFECTED BY AAf AYJAABLS. CONDITIONS SMALL BE CONSTRICTED WHILE THESE CONDITIONS DIST, (!LESS BY SPECIAL MEANS OR PALWIONS ACCEPTABLE TO THE MINEER, THE CONTRACTOR 90u BE ABLE M OVETCOE THEM. ' 1-07.14 RE9'(VNSIBILITV FOR '' (ADDITIONAL SECTION) THE CONTRACTOR SMALL R RESPONSIBLE FOR CONTROLLING DUST AND NEO WITHIN THE PROJECT LIMITS AMC ON ANY STREET MUCH IS UTILIZED BY HIS EOIIPNENT FOR THE ORATION OF THE PRMT. THE CONTTW('TER 94ALL BE PRE PINNED TO USE WATERING TRWKS, POWER SWEEPERS, AND OTHER PIECES OF EDUIPIENT AS DEENE: NECESSARY BY Tot ENGINEER, TO AVOID CREATING A 'ATSANCE. DUST NO ,LO CONTROL 9NALL WE CONSIDERED AS .NEIDENIAL TO THE MWEECT, NO NO COPDOTION WILL BE MADE FOR THIS SECIION. ' COPLAINTS IF DUST, MO '1R OSAFE PRACTICES AC;OR PROPERTY DARNE TO PRIVATE OW "IP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORECTIND THEE WILL BE OMINED BY Tot CONTRACTOR. 1-07,16 PROTECTION AO FESTORATION O PROPERTY (FMACD4W SECIIONI THE OWlEP WILL OBTAIN ALL EASEMENTS AO FRNCM15ES REWIRED FORM PROJECT. THE CONTRACTOR Swl_ LIMIT HIS OPERATION IJ THE AREAS OBTAINED AO SHALL NOT TRESPASS ON PRIVATE PKMTV. TE OVER WAY PROVIDE CERTAIN LANES, AS INDICATED IN CONNECTION WITH THE WOOL tNCER M :Y.'NTRAU TOGETHER WIN THE RIGHT OF ACCESS TO SUCH LASS. M CONTRACTOR SMLL NOT ONEASONEEr EW',AKR THE PREMISES WITH HIS EO'IPNENT OR WATEA'ALS. %womntol SOK'1FIcati" (REV OPr01'MI PHIDP 11 1^CILIA COT_]H{,�j , M COIRMTOR 94ALL PROVIDE. WITH ND LIABILITY TO M OMER. ANY AnIT131AL LAND AO ACCESS ' RMETO COT SON ON DESCRIBED THAT MY E RMARID FOR T[IAORARY COtSTRICTIOI FACILITIES UR STOUO OF MATERIALS. HE SMALL CONSTI CT ALL ACCESS M ORDS, DET'SA ROADS, OR OO[A TDVOTAAV AM AB MMARED F HIS OPERATIONS. THE CONTRACTOR 34ALL CONFINE HIS MAPENT, STORAGE OF MATERIAL, AND OPERATION Or HIS WORKERS TO THOSE AREAS SOWN NO DESERIBC AM SUCH AMITI04AL AREAS AS 4 MY PROVIDE. A. MHORAL. ALL LOISTA CTIO N WONT UNDER THIS CONTRACT ON EASENOTS, RIGHT-OP-WAY, CAM PRIVATE PROPERTY OR FRANCHISE, Of" BE CONFINED TOM LDOTS OF SUCH EIISDONTS. RIOT4y-WAY ON FRMCHIIE. ALL NOW SWILL BE AXORI9ED SO AS TO CAUSE M LEAST AKANT OF DIST Nwa AND A KwmU4 AMOUNT OF DAMAGE. M Cr WMACTOR 94%1 SOE➢11E HIS WORK CO THAT TRN]ES ACROSS , EASEMENTS 9ALL ND' BE CDT WIN DURING HEEXODS OR HOLIDAYS MO TRENCHES 90" HOT EE MIN FOR NOE THAN AE TABS. B. STRUCTURES. M COMTRNCTOR 94ALL REMOVE SUCH EXISTINC STRCTIl1E5 AS MAY BE NECESSARY FOR THE PROWMW E OF M WAR NO, IF RDUIEO, SMALL MMILD M STRUCTURES THUS R CP40 IN 45 CODE) A CONDITION AS FOLIO. HE 9ALL ALSO REPAIR ALL EXISTING STRUCTURES 041O4 MAY BE OANAIED AS A RESULT O' M AEA! UM EA THIS CONTRACT. C. EAMGNNTS - CULTIVATED AREAS MO OTHER SURFACE IMPIWVOD/TS. ALL CULTIVATED AREAS, EIM* MAJOLLTWL OR LNDIS, NO OTHER SAFAE DPWVDOTS WN1O4 W: MM= BY ACTIONS O THE 1 CONTRACTOR 90" BE RESTORED AS WABLY AS POSSIBLE TO MIN ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EAMXV OR PRIVATE RIOT-OP-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL F" M TRENCH OR CONSTRUCTION AEA AND STEH?ILE 1T IN SLY* A HAPPEN THAT IT TRAY BE REPLACED , BY N1M, VON CDOUT10N OF CONNSTRCTION. OMM ENTAL TRES PO SAUlBERY SHALL EE CARIYLLLY PlDVYCD WITH M EARTH SARONDIN0 THEIR ROOTS MARRED IN E.AAP AO AEN.AYED IN THEIR ORIGINAL POSITIONS WITHIN y TOURS. , ALL SHRUBBERY OR TOM OESTR0M ON ONV=, 94ALL BE REPLACED BY M C40RICTOR WITH MATERIAL O EQUAL DUALITY AT NO ADDITIONAL COST TOM OWNER. IN M EVW THAT IT IS NECESSARY TO ' TRENCH 1140l24 MT LAWN AREA, M SOD SMLL E CAREFULLY M AO AMLED AD WLACED AFTER M TRUCES HAVE BEEN BAKTILLED. M :AWN AREA SWILL E CLEANED BY SEEPING OR OTHER MEANS, OF ALL EARTH AND DENNIS. M CONTRACTOR SMLL USE RAW OM EOUVACNT SIMILAR TOM SMALL TACTOR-TYPE BAD34ES USED , BY SIDE SEVEN CONTRACTORS FOR ALL MIM . INCLU OM EXCAVATION AO BACYOILL, ON EASEMENTS OR RIGHTS-O-WAY WHICH HAVE LARK AREAS. ALL FENCES, MNWERS, HAIL TUXES, OR DDEA TEIPOUWY , OBSTACLES 9AALL BE RELIVED BY M CONTRACTOR AND IMEDIATELY RRALE, AFTER M TRENCH IS 004FILLIED. IN THEIR ORIGINAL POSITION. THE CONTRACTOR 94ALL NOTIFY Y E OWNER MO PROPEWTV OWNER AT LEAST EA HOURS IN ADVANCE OF ANY S M DOE ON EASEENTS OR RIOTS-O<-WAY. DAME TO EXISTING STRUCTURES OU'.SIE OF EASEMENT AREAS 'HAT ANY RESULT P1p1 DEATERIND AND/OR ORER CONSTRICTION ACTIVITY UNDER THIS CONTRACT BALL BE RESTORED TO MIR ORIGINAL CONDITION OR BETTER. M ORIaIAL CONDITION 91`..L BE ESTABL19ED BY PHOTOOUPR TOXIN ADAIR ME-CTION , MADE FRIG TO CONSTRUCTION. ALL SUC AM 9ALL BE DOE TOM SATISFACTION ORE PROERTv OWNERS AND M CANON AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF MESTOMTION OF M SURFACE Of ALL STRUTS (TRAYELLED WAYS) USED BY NW IF DOOM. IN M EVENT M CONTRACTOR DES NOT HAVE LAMP ON MITEWIAL IMMEDIATELY AVAILABLE TO NAME NMSARY REPAIRS. TIC CONTRACTOR BALL SI INFORM M OAER. M OWNER WILL WPM M NECESSARY REPAIRS AND M COST OF SUCH REPAIRS BALL BE PAID BV THE CONTRACTOR. SUMLowsHtLL SNPCLFIc{tlm , (14. 09'01156) ►RDe 12 1-0),1) UTILITIES NO SIMILAR FACILITIES (AMITIOp, 'ECTION) LOCATION AM ODWO"SlOS SON ON M PANE FOR EXISTING MOEINJURD FACILITIES ARE IN ACID t WIN THE EST AVAILABLE 1MIOWATION W(TWT UCOVEIIIIG AID WASAIND. THE DMER DOES NOT OW7NN- E M SIZE 8#0 LOLATION OF EXISTING FACILITIES. ' IT 90" E M CORRACTOR'S NC9NOLSIBILITY TO L'ONTACT ALL RB.IC NO PRIVATE COPANIES NAYIti UTILITIES AD/OI FACILITIES IN THE VICINITY OF THE W6TR[TIGN AREA. CULL WFOE VOL) DIG TIE b HOUR LOCATORS I�oo-Aal.ssu IF, IN TIE/IC WIt10N OF THE VOW, 17 EWES NECESSARY TO IMTEWIVT EXISTING SURFACE ORAI'*;E, SUERS, M401YONAINS. CONDUIT, UTILITIE . SIMILAR UGfAGAMm STRLCrUES, OR POTS THEREOF, THE WRMCTOI SAtL E RESPOSI&I FOR. AAC SMLL TAKE ALL RECESSRAY NECNITIONS to PROTECT AND PROVIDE TINPORA V SERVICES FDA SWE, THE CONTRACTOR S"ALL, AT HIS OWN EXPENSE, REPAIR NA DAMAGE TO SJCH FACILITIES IA ST%XT WS DLE TO THIS COS'R.CTIGN WM"ON to THE SATISFACTION OF M CITY: EXCEPT FOR CITY OWED FACILITIES WHICH WILL E AE^AIREO BY THE UTILITY IEPARTEW AT CO WCTOR'S EXPENSE, OR AT THE CONTRACTOR AS DIKCTED BY THE CITY. 1-0) 30) PRSLIC CONE4ENq 40 SAFETY (ACQI `OWL SECTIONX ' THE CONTRACTOR SHALL NOTIFY ALL PRO¢pTY WM ALOOF THE C*STRX'IQN AREA PRIOR TO CINSTRLCTIO.. THE NOTICE SW.L CONTAIN A OWIPTION OF THE SCOPE OF THE PRU.IECT, THE CONTRACTORS 1ANE .'D LOESS, THE CWTWTORS PEPRESENTITIKS WE MG OFFICE ANp oVaNRY ROE NM"S NO THE jW#t, REPRE-q RSTIVES NNE 00 ON" W&M. THE NOTICE SW.L E NAILED Opt DELIVERED TO EACH PA(PENTY USING A PLASTIC ENVELOPE t0 E NENG ON THE ODOR NANDIE. PLASTIC ONELW" WILL E SUPPLIED BV M CITY ON IRgEST. THE CO AACIDA "LL ALSO NOTIFY ALL LOCK POLICE, TRANSIT. NO FIRE DEPARTMENTS, NO SCOOLO DISTRICTS PRIOR TO CONSTRUCTION. VANES ND RDGREggS WILL E FIANISm BY M OWNER 34 "Mr- THE CO(TWIOA SWILL FWTIER NOTIFY EACH OCCUPANT IN PERSON A NINOAN OF THEE DAYS PRIOR TO 03N6TWCTION IN FRONT OF EACH PROPERTY. -0). S O R>AM, BATICACES, ND SIGNS (REPLACEMENT SECTIOAI FLAOEN, SWXCADES, SIGNS NO TRAFFIC COTAGL FURNISHED SHALL DOFOM TO TE STANDARDS ESTABLISEL IN THE LATEST ADOPTED EDITION OF THE 'HIAIjk ON UTFOM TRAFFIC CONTROL DEVICES^, ggISHED BY THE U. S. DEPARTIENT OF TRA SPDATATION. IVIES NAY E PUWDASED FRON THE SIPERINRDOEM OF O=ACNTS, U. S. GIYE)WWENT PRINTING OFFICE, WAS INGTON. D.C.. IOAQI, THE CONTRACT(F SWILL IMPLEMENT THE TRAFFIC CONTROL RLNI(S) NPEAP•ND IN THE CONTRACT PLANS, AS APPLICALE. IF TIE COTWTOA'5 PLAN OF OPERATIONS 15 IN CONFLICT %IN THi CONTRACT TRFFIC CONTROL PLAN. HE WY PROPOSE NGCIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOPlP4 THE NECESSARY CONSTTaCTION SIO6 NOV BARRICAOCS REQUIRED FOR THE PRO.)ECT, NO SNONIT IT TO THE ENGINEER FOR N 43VJL AT LEAST TEN DAYS IN ADVANCE OF THE FINE THE SEOK NO BARRICADES WILL E REQUIMFD. M CONTRACTOR 90 L, AT HIS OWN EXPENSE MMIDE ALL SIONS, IIWICACES, GUWpS. LADEN' , Ao EOUIPRENT, COSTRUCT.ON RAPHIWGS, AND NIGHT LIGHTS IN O TO PROTECT M Pt&IC A' ALL TINES FRO INY AS OF %AX`T OF HIS OPERATIONS (SEE M,u.i,C.Q.). IF THE 1OA CONTRACTOR 9D FAIL TO HAINT..Al, WIH)AFICIENT LIGHTS ND BARRICADES, IN TIE OPINION OF THE UGINEER, THE CITY SWLL HAVE M RIO'T T: PROVIDE THESE LIGHTS AID BARRICADES NO fEOUCT SUCH COSTS FROM PATENTS MX THE CONTRACTOR. NNW SNALL E RESTTWCTUED, THE GOER OF WOb MODIFIED, M HORS OF WORN N<DIFIED OR THE WFW HALTED ALTOGETHER ATM ENGINEER'S DISCRETION WHEN M EAGINCER FINDS SCH A GORSE ON LVUOaS Or ACT N NECESSARY TO PROTECT M PLL IC OR THE CONTRACTOR'S SAFETY, NEKN, NO WEVARE ALL 3106 REOVED BALL E SKYACEO AND DELIVERED TOM CITY YARD. Swl~tal SpWclFltltiR (RWv ID ov") Pop 13 i r ALL COSTS IN CONNECTION WITH THE PROTECTION AO MOVO4ENT O V"ClL/p wa PEDESTRIAN TRAFFIC 90LL E COMI"IED INCIDENTAL TO THE WON INVOLVED OR SHALL E INOLUFD IN TIE LUMP SIN F UCE ITEM , •TRAPTIC CWTCL• 1F SUCH AR IT94 15 INCLUCED IN THE PC.ECT. TRAFTIC WDMW pgLl HETEIM E DEFINED AS APPLYING ro m1/ VDUOLAA AD PEDESTRIAN TP ATF IC. THE , E UMM SMALL E THE CITY OF ENTOR KWIC WOWCS DIRECTOR OR HIS OLv AITIQI3D RfPKSENTATIVE (I.W. ACT GQIEER, 149[CTOI) AS UM TIEIGpW THIS SPECIFICATION. TIE FOLLOWING IS A 1"MY OF REGLATIOs THAT WILL APPt.Y TO TRAFFIC CONTROL OPERATIONS ON THIS NO.ECT, BUT GOES NOT LIMIT OR WMINDE OTMEA EOLATIONS O THE STANDARD 3MIFICATIOS: I. THE •MAAML ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AD M40HWAYS', AS WELL AS THE FEDEMk HI~y ADMINISTRATION (FRAM) `TRAFFIC COTAM IN CONSTRUCTION AID MUNrOWCE WON , IDES' TECNICAL APJ'ORT MAY 1977, BALL E USED AS A GLIOELINE FOR THIS PROJECT. 2. AT THE PROECT PRG-004TIRCTION CONFERENCE THE CONTRACTOR SMALL DISCUSS HIS TRAFFIC CONROL RAN Ao GLSIGNTE TIE PERSON F49061BLE FOR TRAFFIC CONTROL AT THE WON SITE. THE 'CP SAL_ IMC.UOE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TD E USED BY THE PAINT[ CONTRACTOiSLB-CONTRACTORS AO WILL E SIE,ECT TO REVIEW AO APPROVAL CY THE ESCINEER. 3. DURING ALL PHASES DE CONSTRUCTION, TRAFTI" WOVEEM7 94ALL E MAINTAIMD AS ;FAR MORHALL AS ' PDSSIOLE AD REASONABLE ACCESS MAINTAINED TL PROPERTIES ADJACENT TC THE RIGHT O WAY LINE. A. ALL TWRVILED PORTI06 OF ROADWAYS WILL E OPEN ro TRAFFIC GLARING PEAR TRAFFIC FERICDS, 6:30 TO r 0:30 A.N. AD 3:00 to 6:00 P.M. ON AS DIRECTED OY THE ENGINEER. S. ON ro HAVE YS E E THE THE FIRST DAY OF WON AFFECTING TA`VE-RU ROADWAY, THE TRACTOR WILL E REQUIRED TRAFFIC CGI TAX DEVICES TT E USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH MITm/THNM STANOIVOS. NO WON SMALL E DOE ON OR AOJACENT ro THE ROADWAY r UNTIL ALL NECESSARY SIGNS AC TRAFFIC CONTROL DEVICES AM IN PLACE. A. WOP* SITE TRAFFTC CONTROL WILL E SUKECT TO PERIODIC INSPECTION BY THE ENGINEER; THE , CONTRACTOR WILL E REQUIRED OR D TO TANF TIMELY APO APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE ON CAUSING UNDUE DELAY TO TRAFI IC MOVELNT. 1 7. IF iK CONTWRCIJR FAILS TO TACE SUCH TIMELY AND APPROPRIATE CORRECTIvE ACTION. THE ENGINEER CAN ORDER A STOP TO FJRTMER aM UNTIL TK COOITIOS AE CORRECTED. OR ORDER CORRECTIVE ACTIONS TO E PFAFOWWFIO BY OTHERS WITH ALL COSTS ."CU E^ TEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DIE THE 91TRACTOR. THE CONTRACTOR 94ALL b. .\9P016IBLE FOR PROVIDING ADEQUATE FLAGMEN, BNN:,;PDES, LI.MS AND 51(M FOR THE MROTECTIOI O' TIE WON AD THE Pta IC AT ALL TIMES, AM THE CONTRACTOR Apo HIS SI.RETY 94A.L E LIABLE FOR [MIMES AD DAAGES TO PERSONS AND M)ERYY StFFFNEp By AAASON Or THE CONTPACi'1N 5 r OPERATIONS OR ANY MEMOEC.. IN IAIECTION 'HEREIN. r kwlwPntsl Specifications r (Rev 09101186) Pop SPA r 1-07.23(s) DUST CONTROL (ACOITIK% SECTION) THE CONTRACTOR 94ALL W0VIDE E KMMM 1,500 GALLON CAPACITY WATER TRICK WITH R PRES9/E SPRAY SYSTEM DESIGNED FOR 53EET CLEAMING. THE STREETS 9W1 E CLE/WED OR MST AD "IS AT THE END S E" WORKING DRY. iN ADDITION. THE CONTRACTOR SHALL PROVIDE SPRINO.ING. AS NECESSARY, TO ALLEVIATE OIST N)ISACE OR Ai DIRECTED BY THE ENGINEER. }-Q7.24 RIOWTS OF WAY {AODIT1(bMl SECTION) of CITY SHALL OBTAIN ALL EMEMENT� AND ACCESS PERMISSION NECESSARY TO THE CONSTNOETION (IF ALL IMPROVDOrtS LOCATED ON PRIVATE PROP!RTY AD 'AY ALL C15TI OF THE SAME, COPIES OF ALL EASEDENTS AND ACCESS PERMISSION WILL E PROVIDE) TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORN ON PRIVATE PR(PERTY IN STRICT COPUANO HE WITH T TERMS AM CODITIMS OR THE EASEMENTS AND RIOHT4F- ACCESS DODAENTS. 1-08 PROSEDITION AM PA00ES5 I-OB.S PINNAM SLIEWLE (RFtACEDCN' SECTION IMMEDIATELY AFTEF E12DITION MD DELIVERY OF THE CONTRACT, AND WFOE THE FIRST PARTIAL PAYMENT ID ' MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED COSTAUCTION PROGRESS SCHEOILE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES O COKENEMEINT AND COMPLETION O EACH OF THE VARIOS MY ITEMS OF WORM REWIRED LIDER THE CONTRACT OOCUAENTS AD THE ANTICIPATED RN NT OF EACH MONTHLY -PENT TMA, WILL BECOME DE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROFESS SCEOLLE. THE CONTRACTOR SALL ALSO FIRMISH PERIODIC ITBUZED ESTIMATES O WORK COME FOR THE PIlPOSE OF MWMIMG PARTIAL PAYMENTS THEREON. THE COST IICIPoED ON MAKING OR ANY O THESE ' SCHEDULES WILL E LWu OILY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AD WILL NOT BE CONSIDERED AS FIRING A BASIS FOR AMITIO6 TO OR DEDUCTIONS FROM THE CONTRACT. SOAR IT EPOE EVIDENT AT ANY TIME WRING CO STRLCTION THAT OP MT106 WILL OR MAY FALL BEHIND THE 544011E Q THIS FIRST PROGRAM, THE CONTRACTOR 9ALL, UPON REOLST, PROW'TLY 349MST REVISED SCEOLES IN TrE SAE FORM AS SPECIF'M HEEIN, SETTING OJT OPERATIONS, METHMS, NO EQUIPMENT, AucCO LABOR FORMS OR WDaIN: SHIFTS, MIGHT WON, ETC., BY 01104 THE LOST TIME WILL K MACE LIP. AND CORER WITH THE ENGINEER UNTIL AN APPROVED 04MIFICATION O THE ORIGINAL SO4MLE HAS KEN wrl . FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEM11 IS FOM TO CONLICT WITH THE CONTRACT PAUVESIOLS. IT SHALL WON REQUEST K REVISED BY THE CONTRACTOR AD THE MRK[ SHALL K PERFORMED IN COMPLIANCE WITH THE CON ACT PROVISIONS, PAYMENTS OF ANY "TIER ESTIMATES TO THE CONTRACTOR AFTER SU)H REQUEST IS MADE AND WTIL M APPROVED MODIFIED SCHEDULE HAS KEN PROVIDED BY THE CONTRACTOR MY K WITHHELD. EAEWION OF THE WORM ACCORDING TO THE ACCEPTED SOEMA OF CMGTMXTION OF APPROVED ImIFICATIONS THEREOF, IS 1EREMv MADE AN OBLIGATION OF THE CONTRACT. 1-00 )ll) PIE-RV6TRLICTION COiERECE 1NEW SECTION) PRIOR TO THE START O CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SACOTRACTORS, UTILITY DEPARTMENT, OJASI RELIC UTILITY COMPANIES. AD OTHER INTERESTED PARTIES SHALL ATTEND A PR. CONSTRCTION CONFERENCE, WITH TIME, PLACE, AO DATE TO K DETERMINED AFTER AWARD O THE CONTRACT. SASEQHENTLY, A REPRESENTATIVE O THE CONTRACTOR WILL ATTEND A WEEKLY COITRNNCE TO REVIEW PROM AND DISCHISS ANY PIMEMS THAT MAY K INCLAW0. THE TIME, RACE AD DATE O THESE WEFaY MZTINGS SHALL K CSTABLISED AT THE PE-COSTRLCTION CONFERENCE. i Sw0'~LRl specificat1ws ' (RWY 09ml/Bs) PRQW 15 I..� A PIC1Y11111p1 � IIOtl( (ImIT2 9n-TnX., THE CONTRACTOR 9MLL NOTIFY THE CITY DT RDNTON AT LEAST M HOURS PRIOR M COWOCI#C NOW. THE , SAE NOTIFICATIONS STALL E PIENIM TO ALL E'ETOENCY SERVICES, BY DIALING 911 FROM A POE WITH A RD(r(M A-XG1MNGE rtjDR-M NUMBEA- AIO M SCHOOL DISTRICT WHEN MOWING WITHIN A ROADWAY NIW-CF_ WY. TIE CLWrWTM SHALT. ALSO NOTIFY NAOMDITV OWNERS AD.IACENT TO THE CONSTRUCTION AREA, INDICATING THE ORATION AND PROPOSED TINE O AL1X55 CLOSM TO THEIR PREFORM. ' 1-0B S T11EQ�P ETION (AMITIDW= TIE/) REPLACE PARAGRAPH 1 W1i/1: ' THE CONTRACT TIME 94ALL START WITHIN 10 DAYS FRO( THE Opt ? TIE LETTER NOTIFYING THE CONTRACTOR TD PROCEED. THE SPECIAL ARWIS?ONS WILL STATE THE CONTRACT TIME IN VOWING DAYS. A TOWING DAY IS ANY DAY PDT OTHERWISE REINED HEE'N AS A ION WOWING DAY, A NON VOWING DAY IS OW ED AS A SATU DAY, 9JIDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS 'RFDIFICAI REWIRED BY THE CONTRACT TO SLSPE D CONSTRUCTION. AL MF'NITIOS OF WCOONIZED HOLIDAYS IN THE SIADARD SPECIFICATIONS ARE DELETED AND VOID, RECOGNIZED HOLIDAYS SHALL E AS FOLLOWS: HEW YEARS DAY, NEORIAL DAY, JULY a, LABOR DAY, YETEFANS DAY, THO/RSGivING AD THE DAY FO L001"C, AID LHR1STNlS DAY. THE DAY BEFORE CHMSTMAS 94ALL E A 14XIOAY MEN CH RISTIOS DAY OCCURS ON A RtESDAY OR FRIDAY. THE DAY ,AFT•A ON15745 9ALt E A HOLIDAY MEN CHAISTHAS DAY OCCURS ON A TODAY, MMSDAY, OR TTURmAY. 0E O N PISIIYLS DAY OCCURS ON A SAT RDAY, THE Two RECEDING WOWING DAYS SHALL E OBSERVED AS HOLIDAYS. WHEN "ISTAS DAY MOM ON A SUDAY, THE TIC VOWING DAYS FOLLOWING %ALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE TIE WORN TO COWLETIDN IN ALL MOTS AO , RMIRENENRS. M PO.tCT 9*-L E COPLETFO WITHIN THE TINE NOTED 1% TIE CALL FOR BIDS. PRWITED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGNT UPON REDDEST OF THE PUDIC TOPE DEPPPTHENT, TO EXTEND THE TIME OF COftETION OF SAID NOW, NO EN,VAICN SHALL BE VALIO UNLESS UE SALE E IN WRITING AND AC17RPANCED BY T11E WRITTEN CONSENT TO SUCH EXTENSION BY M SOFTY ON THE BOO O OE CONTRACTOR. TIME LM' IN IEPIACINC 'W"WER NOW OR ARTERIAL SHALL MDT FURNISH ANY OQAOS TD THE CONTRACTION FOR CLAIMING AN EXTENSION O TINE FOR THE COpLETION OF THE Now, AID Pull HOT RELEASE THE CONTRACTOR FROM DAACE OR LIABILITIES FOR FAILURE E0 COPLETt THE WORK WITHIN THE TIME KDui+ED. I-OB.9 LIQUIDATED DAVIGES (AOOi11—M SECTIDV) THE LIQUIOATM DAMAGES M HOT DELUDE, AD ARE IN ADDITION TO, DIHAGES FRO( COSTS FOR INSPEC`ION, SRDERVtSlON, LEGAL ER ENSE, AO CO RI COSTS DNCUtlED BEYOND CODA ^T COPLETION DATE. tHE COST O' ADDITIONAL 1NSPCMOK NON SUPERYISrON 94ALL RE AN AM"l EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OWAEAG, 1.OB ii Ov%PTDE VON BY CARER OPLOYEES (NEV TION) VIEW THE CONTRACTOR PERFORMS CONSTRUCTION WDW OVER THE ACCEPTED R HOURS PER DAY ON 40 HO(RS PER WEEK' OR ON ANY CITY HOLIDAY, AND THE WOK REQUIRES INSPECTION, THEN THE CONTPCTON SHALL REIWBRRSE THE CITY AT THE RATE O $50 PER HOAR. THE CITY 94ALL HARK THE SOLI AUTWRITY I DERYWMINING THE NECESSITY OF MOVING THE OVERTIME INSPECTION, AD 94ALL NOTIFY THE CONTRACTOR NS ITS INTENT r0 REWIRE SAID IW:CTtON. SAID COSTS WILL E D(DCTED FTOR HOHIES DI.E THE CoaW pN ON EACN MONTHLY ESTIMATE. kwlwAtai swificatitmA (Mv 09/011") Pop 14 140.12 COITRACIOR's Rim A0 E9JIREN7 (NEW SECTION) rot COI'RACTON ALOE SWILL AT ILL TIMES E RESPOSILE FOR THE ADEULKI, EFFICIENCY, AND JMCEDCY OF HIS Apo HIS S11B','ONTRACTDN'S A WT ANO EOUIPHEN7. THE O049R 14LL HAVE THE RIGHT TO WWE OE or THE CMOWTOR'S PLANT AO EQUIPMENT IN THE PERFORIWCE O ANY WONT ON THE SITE OF THE r WORK. THE USE BY THE PIKER OF SILK PLANT AM EQUIPMENT 94ALL E CONSIDERED IS EXTRA WONT A0 PAID FOR ACCQE/INLLY. NEITHER TEV MER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR 'HE SECURITY O THE '_ITE FROM THE TIME CONIRKTOR•S OPERATIONS HAVE C9aECLD UNTIL FINK ACCEPTANCE O THE WOPA By THE ENGINEER AND THI OAER. THE CONTRACTOR IMLL EMPLOY SUCH M[A.SUES AS ADDITIONAL FENCING. BARRICADES, ANO RRTCIAEN SERVICE, AS ME DEEMS NLCESSANY FOR THE PUBLIC SAFETY NO FOR THE PROTECTION OF 74 SITE AD HIS PLANT AD EQUIPMENT. THE 004R WILL E PRWIDED KEYS FOR ALL FENCED. SEC7AED AREAS. 1-00.13 ATIEI(TION TO WOW (NEW SE77IO.` THE CONTRACTOR QALL GIVE H15 PERSONAL ATTENTION TO *0 SMALL SUPERVISE THE ROM TO THE ENO THAT 11 VAI E PR05E)CUEED FAITHFE LY, IRS MEN HE IS NOT PERSuNkLy RESENT ON M WM SITE, ME SMALL AT ALL REA ENABLE TIMCS E REPRESENTED BY A COMPETENT 91"INTENDENT MO SMALL HAVE FILL AUTHORI'. TO ' ENEDNE M SAE, AND TO SURLY MATERIALS, TOOLS, APO LABOR WITHOUT FLAY, AD WNO 91KL E THE JSOAL REAESElNTATIVE O' THE CONTRACTOR, M CONTRACTOR BALL E LIALE FOR THE FAITHFUL OBSERVANCE ,F ANY INSTRUCTIONS DELIVEED TO HIM OR TO HIS AUTHORIZED NEPESENTAfIVE. I MEAYIIDENT AND PAYMENT 1-99,1 MEAAIENENT O QUAMTITIES (AODITI00L SECTION) THE CONTRACTOR WILL E WLY061BLE TO ASSUME THAT ALL DELIVERY TIMIS THAT ARE REQUIRED FOR THE PROSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE O MATERIAL ARE RECEIVED BY THE ENGINEER AT TIE TIME OF DELIVERY IN ORDER FOR PAYMENT TO E NAY. A. ,�V kCK PAYMENT WILL NOT E MADE FOR DELIVERY TIOQTS WH104 00 NOT SON TYPE OF MATERIAL. OUC.55 WEIGHT, TARE WEIGHT. TMUX MAARR, OATS, WEIOMSTERS CPTIFICATION.AD IN VECTOR'S INITIALS. SCALE CERTIFICATION SMALL E 9,AWMITTED AS EARLY IN TE PROJECT AS RISSILE. EACH WEIONT STATION ALL MAINTAIN A RECORD O THE TRAX KART, TIME, DATE, AD WEIGHT OF ALL TRWI$ PROVIDING MATERIAL TO THE ROECT. THE WEICW LIST SHALL E MAINTAINED IN DIPLICATE WITH ONE SIM CVM TRANSMITTED DAILY TO THE CITY BY THE SALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEICANT 15 NOT AVAILABLE, THE INSPECTOR SMALL MEASIE THE TRUCK VALUE AD CERTIFY AS TO ITS FILL LORD DEL IVER". W. RY OTHER MEANS METHOD FOR MEASUREMENT 00 PAYMENT FOR MATERIAL BROUGHT TO THE 417E IV ANY OTHER MEALS WILL E DETEMINM BY CONTRACTOR;OMER AGEDENT EF E AMMO OF M CONTRACT, I-Q9.3 5CP4 (r PAYMENT (ADDITIONAL SM11 W ALL C05TS Ac DW90S FOR ITEMS O ROM, EQUIPMENT, OR "MIALS, INCLIC142 INSTALLATIONS, HOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SMALL E INCIDENTAL TO YE PROJECT. NO SEPARATE PAYMENT Of ANY KIND WILL E MADE FDA TIES[ INCIDENTAL ITEMS. RNpplaPAntal sp.cl FlcaTlmN (Rev 09101F86) Pyle 17 x 1-0913 NATINRD , PARTIAL PAYHEHTS O1 ESTIMATES NAY E 1I7ME1D LMIL A WOK P1WIM SDCXLE, AS DESMIEED IN , SECTIOA d, HAS WEN AECEIVED AM W#00 D. IN THE EVW THAT RAW MUIVIAL DR VW*K*&pP OW ADT AW TIE REpARDWM OR 9ECIPICA IOAS, THE CUT HAY NAIVE T1t DPTIDM TO ACCEPT W-,III DR "EF"M91IP If THE DIAECIU 6 MILK WOKS DEEM SAi ALCfYfMCE TO E IN THE EST IH1FpESt Q THE CITY. PMD✓IDED TIE CM MAY NEGOTIATE PAYMENT UT A LDRAMA UNIT PRICE POI SKID MATERIAL OR WOM/MUSHIP. P~ FOR PIPE INSTALLED SMALL E MADE ON TIE PRLOAIHD SD41ALE CbI , GOITIDN OF PIPE INSTALLED PERCENT DE BID F ICE PAID PIPE IWALLED AND NOT TESTED. E.DE PIPE 1/LSTAI 00 TESTED. 90.31 RIPE DASTALLM, TEM, TIE-Ita 40 SERVICES INSTALLED AM QEAF V COVIETEL`. IDD.01 r r r r r r r r 51*01�tAl AMctTItAt1Kn (Mr O9;Dl/1A) Par IA r DIVISION 2 FlMTMOIBt 2401 GIMIK, OB®ING. IIO IDp4iCE C1E1MP r2-01.2 DI9!$& 6 4#aE VATEAII! A 2PI5 lMNTIAL PPLACEII 51LTIEW `THE COTRACTDR %%A DIVD% 7 ALL "kZS BY ONE OF ?E TNEE 019%k KT1mS CESCNIBED ULDN'` -THE COTTRACTOR SMLL COMLv BITN ALL LABS AAC RA.ES WNV%INC THE OIVOW OF DEMIS ANC CONSTRXTION NAT"14LS IM 0MVID LAND FILLS. 2.01.2(11 01905K METHOD MO I - MEN 11NINC - OELETE DISPOSAL METHOD MD. 2 COIT10-LED aA+1NO . DELETE I-Ol,tlll DISPOSAL !M NO, - O LUE 2-01.2(a) 91SrO5K METHOD NO, a LAND FILLS fADDITIOYK SECTION) ALL OWIS, MLSR, EXCESS OONStRUCTIOM MATERIALS 40 OTIEA MIMLAWOM VATIIAL NOT SALVACC BY THE 000 OF THE CONTRKTM M DISPOSED OF BY BOTHER "WIED W"W ARE TO BE DISPOSM O' AT A LAVILL WPWVM MO 0CENSED BY THE APRIQRIATE DOOMING BON. 2-O U ADAMTCE LILOKF - DELETE 2-0I.5 MW6NT tMRTIY BERACEp"I SELT100 DELETE VIDA a ' 2412 MEIOYAL OF STMLCrJlE5 110 MSTRXIIOS 2-02 5Uf NEMMAI C MVID"T, SIOEHLNS YR CI MS 5, MAEh AN ATER MEIE MM]E1NT HAS BEEN AE47MEt7 IS TO BE dlQED TO TA.YTIC BDOAE MWEN+T MTCMING RS BEEN FINIM, TEMOPMY W COLD KIP ASIRMLT COOETE MTON 9MLL K NEWI$V. TFj nWl COD MIA MTOiINO 9111.E ME OEM TO A FUl"OWIW OF 1 IMCN IMEEOIATEv AFTER BAG, ILLLO 00 COMPACTION ME CSOU'YED AFC 860E THE ROOD IS Wm TO TRKFIC. ;-U.5 PAYMENT l501"LVMVOAL SECTION' +OC: 2. -S4 CUTTING." PEA LINEAL FOOT. S. -M D MIX IC A$Q%k T,F(R TON. AL. CDSTS RELATED TO THE RCNDYAL ❑ STRLT(XS AND OBSTR[TIOS INCLUDING SAX GRTING MO COLD MIX ASPIALT SNkL ! CM610M INCIDENTAL TO 00 INriIOED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS JN.ESS DESIOMTED M A SPECIFIC BID ITCN, SNpDL~tAI SORcificstlP IMN Wnl/CAI Psm I$ 2-03 MAOUY ExAVAT1ON AM EMM/ppT ' 2-0.1 K"jFTION ,( Elk SpR AWeNT «rTION) , FORAM PAMOIMM 2 WITH: TIE WORN ))ELUDES THESE ITO6 UKESS THEY ME DESIGNATED AS PAY IRKS IN THE CONTACT: , 1. HALL 2. SLOE ROWING 3. mCAWITla OF STRUCTURES, DITCHES ND oweas. ' A. IAHWAL Or NxsJITABLE NATPIALS. S. HAWK OF PAVEMENT. SIMSPLAS, DRIVEWAYS. CUO AND OUTTEA, EXTRG D CUW, AID OTHER SURFACE ZOPPOW34 MS 2-03 %2) ROD[ (SXTS (PARTIAL FOPLACETENT SECTION) ' REPLACE PARAGRAPH I CONIMO.LED 01"IC WITH: CM NER P LOCAL -- ErDRE BLASTING WILL E APWWACG THE CONTRACTOR MIST WFIO NSTMPE TO THE OGINNLpI AID COOL N4ICE ND rIRE ORRRTHEMS of NEED FOR THIS WITH OD OF EXCAVATION. :r APPilm BEFORE MY ILAST2/G BEGINS. THE E e"FEEA Wl" IEpJIPE THE CONTRACTOR TO PROVIDE IN'OWATION ON HOW DRILLING, LOADING NO SIODTIIG WILL E KCOPL194M. ALSO. ME C04TWTGR WILL PROVIDE A DETAILED EXPLANATION Or MAY PRECAUTION WILL E FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.300E VN*UITABLE rOUOATION EXCAVATION ( MACCMENT SECTION) MEN SHOMN ON THE PLANS OR MEN SPECIFIED IN THE SPECIAL PROVISIONS. L06TNLE NATURAL GAOM SHALL ME EXCAVATED PRIOR M THE PLACEHENT Or INBAKNEW OVER 119 AREA. YHF UNSTABLE MATERIAL WAY CONSIST ' DE PEA1, HECH, SWPWY 00 Lb&I P LE MATERIALS, INCLUDING "IED IDES AND SrLWS, THE MATERIAL SAIL K EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED DMWKIENT FULL FARING ON SOLID GROUND. MATERIALS EXCAVATED FRON THE ROADWAY OR OWS&L OHMGE gRISMS, WILL NOT BECLASSIFIED AS U4u1TABLE FDUDATIO+ EXCAVATION UNLESS THE REO M VAL AT BE KYOPLISED BY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS AEQIIRING DIFFERENT EOUIPIpIT rADN THAT UP 'OR %,WJ%..Y EXCAVATION, IN WHICH CASE MEASUI4KNT AND PAYMENT AS •U6(1ITALE FDUDAiION EUCA"i AP ON A PER LLBIC YARD OASIS WILL APPLY. I-G3.3(lAlf ot50.ArnsMT E UNSUITABLE rqU,4QALIqpj MATERIALS - OMETE 2-03.4 4M)EM W raw FNENTAL SF ADD TO ITEM 1. AT THE DISCRETION OF THE ENGINEER. ROADWAY EXCAVATION. BOMAN EXCAVATION, AND UNSUITABLE FOADAtION EXCAVATION - BY THE CUBIC YARD WAY BE WASURED BY 1RUON 1N THE HAULING VEHICLE AT , THE POINT OF LOADING. THE CONTRACTOR %GALL PROVIDE TR N TICKETS FOR EACH LOAD RLNOV,I. EAL1. T2CXET SHALL NAVE THE TRUDX MAQR, MARE AID DATE. AND E A'RROYED BY THE ENGINEER. 2-0 3 MYNENT (PNTIAL AmAmm"T SECTION) ADD TO BEGINNING OF PMNyURP 1: , 'ALL MATERIAL UNITS COVERED IN MI5 SECTION SHALL INCLUDE THE t*L TO AND rRON TIE 308 SIT, As PRAT OF WIR WIT PRICE. SupRlwntAl SwIlticatims , (APE 09/01/04) Per 20 2-03.5 CONTIMJ[D ' REPLACE PAR110NAPN 1 ITEM 1 WITH! MEN M ENGIhW O tS ERCAVATION 2 FEET OR LESS BELOW SB1214DE, (NIT CONTRACT PRICES FOR RDADWY EXCAVATION AO ON" SPELL APPLY. IF RE GOERS EXCAVATION IQ THAN 2 FEET BELOY I SABOUOE, THAT PART BELOW 14 2J00T OEPTN SMALL BE MID FDA 45 PRDVEOED FOI IN SECTION 2- 03.N3) USUITA&E FOUNDATION EXCAVATION.- I REPLACE TEXT OF ITOM 3 BITN: -JMIYA" ►OUOAtION EXCAVATION'. PER CUBIC YAW. I WHEN THIS BID ITEM APPEARS IN THE SOEIDAE O PRICES, TIE CONTRACT PRICE FER CUBIC VAID SMALL BE FILL COPE SATION FOR EXCAVATING, LOWING, PLACING OR OTERWISE DISPOSING Or TK MATERIAL UGULh6 VAL. MON ND BID ITEM FOR PN9lTASLE FOH)ATION EXCAVATIOP APPEARS IN M SC1k)LE OF PRICES, WT AR ITEM FOR FIABDATION MATERIAL CLASS A (R CLASS B APPEARS IN M SCEOLLE OF PRICES, THE PATIENT SMALL BE AS SIT FORTH IN SECTION 2-09.5.7. ' MEN KiT1EA OF M ABOVE ITEMS 15 PROVIDED IN M CONTRACT SUCH Oft AS MAY E ORDERED BY M ENGINEER 94ALL BE ACOYLI9(D AS EXTRA NOW AND PAYMENT WILL BE MADE AS PROVI[EC IN SECTION 1- ' OA.A. IMla TEXT OF ITEM I RITN: 'ALL COST FOR DGM00E41 COMPACTION SNLL BE INCIDENTAL TO OTHER PAY ITEMS INVULVED." ' 2.44 HALL 2-4)4,S PAYMENT (AERACEENT SECTION) ' ALL COSTS F',R M NTALINI; OF MATERIAL TO, FROM RR ON M JOB SITE SMALL BE CONSIDERED IWIOENTAL TO AM INCLUDED IN M UNIT CONTRACT PRICE O OTHER UNITS OF ROM. 2-03 SLOE TEATMW 2-03.5 PAYMENT (AEPLACE)"I SECTION) ALL COSTS FDA SLOE TREATMENT 94A L E CONSIDERED INCIDENTAL TO AD INCLUDED IN M UNIT CONTRACT PRICE IF OTHER UNITS IF WORK, 2-09 STRUCTURE EX AVATION 1 2-D9,1 OES;RI►T1ON lSUPPLEMENTK SECTION? IT10S ROM ALSO INCLUDES M EXCAVATION , WAX AID DISPOSAL OF ALL USUITIWLE MATERIALS SO, AS PEAT, 040, SYAPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOSE AO STOPS. ' 2-09.3(1)C F4)WAL OF U6TAILE RASE WATTAIAL (PARTIAL REPLACEENT SECTION) REPLACE PARAGAAM 2 WITH: GRAVEL. BACMFILL FOR FOADAIION MATERIAL 94ALL E CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING M ROUIROONTS OF SECTION 9.30.19 FOR OIWATION AM QUALITY. Suppl~tAl Sped Flp6tlms (R9Y 09/01/56) PBBA 21 2-JN.TU)D DI REPLACE M SECOND AND THIRD WITH,�S�UCAITING, THE EXCAVATION GLASS ' gRSS B SNIT :1g111E ALL cows FOR LDADIN[: , 1-21.4 .a w•iliT (PRRTIK - T T ,MIMINM TitETa rtDTH FOR PATprt StKI 1[ 1 rppr, Mt1ZQ"TAL LIMQT FOR PIPELIM LARGER T'YIM AZ I1.5MES, PIPE ' STAUCTUTAL RATE PIPE, ANC SHRILL BS INC FEET. UOOMAtS ARDES M(M THRW SO WOES 11 SPAN. LATER LIMITS FDA PIPE, TTE BOTTON DUTSIDE OF TN, PIPE, OR M BOTTOI O MATERIAL rill PAVE AS M LOWER LIMIT FATN yc,ASAINC EXCAVATION. 1 L1MIi TAE/N EXCAVATIOI MUST M REQUIRED Bmo,% I" BELOW QADE. M ENGINEER RAY SET ARDTMEN DELETE M LAST Two pARAGRAP.S. 1 2-0-�EA - T rdl D• ' 'MO :a V M FOLLOWING BID ITEM, M 1 "ER CUBIC I. •STRCTUE EXCAVATION CLASS e,•v" CUBIC r1mo, OWNER WILL PAY AS F0.UA.. PRI ILL UNIT CONTRACT 4,ATERI LS, T PER CHIC YARD rot M 010 ITEMS LISTED ABOVE SNALL BE r , MATETtIKS, T04. E UI NDTEI.EYAT�ING IRCLTptNC MALL. tr M M CONTRACTOR TO EXCAVATE M PAY rOq CUBIC CAV TES FOR •STRUCTURE EXCAVATION CLASS A a. ON TtE PLANS, TRE UNI PRi�RPEERDERS EIRUIYAT[S DEEPER NATERIAL EXCAVATED FAa BCLS TIE ENGINEER fir• BUT IF TTE CWTRMTIR HIS EXPENSE SNKL M REQUfALp A<Q/tAEs' OTHER WILL NOT Mr FOR REPLACE SUCH MATERIAL WITH OACONpE . INOR O THIS CASE, TIE CONTRACTOR AT AWRADYFS. OIVEA TMTERIK THE EEAIIMEER �ALL4TRLCTlwE EDISPOSAL CLASS S. 1S NOT INCLUERD IN TNE BID ITEMS TAME NE DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS ANC EATUIPMpNt REgItAED TO Tl1N ALL EXCAVAr1ON, COPMO� INCIDENT EXCAVATE TO LINE AND MADE FON TOGETNER WITH Kl LABOR, TOOLS ADDITIONAL PATMEM SHALL B[ E PRICE PAID FOR *Y PIPE, LtEYERt OR TN1i PIPE. CULVERT OR COOJIT ,y NO SMALL. S• •9011NG AFC+ CRIBBING OR EXTRA EXCAVATION GEMS A....... i LUMP Sm. QU LIAF SUN CONTRACT PAIR SMLL E FULL PAv FORA K. LABOI EpJIwEtMT NEED TO BUILD, DEM,ER. RACY RIPRgp CRIBS, CDFrERDrya OR CAISSONS, '�IALS, D4DVE Alp ro PREVENT � AWE M SNORING, IF M BID ITTEEMINEER FDA �lRES OW SOLING, CRIBS, LVFpIpAWB, UCAISSONS ' NC IDM IN SECTION I WON TIE ELEVATION S'O& �EXTENDS CON"wrm TO alT BUILD SNOl1NG OR CRIBS OI UITIAA EXCAVATION-".A.ENGINEER kwtits Tw * TNE OWNER WILL PAY AS PRO, IF�M IDES tA0/ M EXTRA EXCAVATION DEPTH GESHE M M L CLASS A THAT DOES NIT EXCEED TWEE MY l/� 9lw PRICE AND SECTION IaME/ BQOW M ELEVATION SHOWN M rNE PLANS MY pT�II INAS PROVIDED IN GREATER SLvvIfIYnt41 SwIflcWtIt ' (RWv DPJpl:B6) PWQW 21 r I I�LA2.F►NT1N5� ' A. -WAft W"ILL(AIND).• PER TON. M WIT CM"Xt PRICE PER TOP rO1 THE KIND 40 CLASS Or WVEI EWQILL NEED %*-L W ' FULL PAY rO1 ALL LABOR, MATERIAL, TOO.S, 40 EWIPAEN7 USED. OLESS QTIEIRNISE WtCIr IED GRAVEL FMC76ILL, GRAVEL WNSOR, 40 6" RW OMYEL FOR TRENCH i EADQILL lMLl NE o to GAVEL EASE CLASS R AS OUINEO IN SECTION 90.10 or M S19SOE11fAL SPECIFICATIONS. iT. "MUWDATION MA7[RIAL CLASS A ON CLASS BI. PEA TON. IF EXCAVATION MOM M ELEVATION 9O04 ON THE PLANS TO NENOVE 061MLt, OR LKSAM, OR i OW11At.E MAMIPL IS Nt IAC M M ENGINEER THEN ALL LASER, MATERIAL, AM EOI RMW ACQUIRED TO EXCAVATE, LOW, NRt. AND DISPOSE O' S1D4 w4MIXL, AND m MVICE M NATMOL RITN MM ATION MATERIAL CLASS A G CLASS 0 94MLL E PAID IN M SID ITYI I MUT1ON MATERIAL CLASS A G CLASS 9•(SECTION 9-01,11(1>), PER ION AND NO WDITIONL PAYMENT 94ALL iEE WADE. ' I-11 TRIM IW. 40 CLUMUP i2-11.) MT—FAXTION R49JIAENDfTS �AQQITIOAL SECTION) ADD m PARACAAAN 1: "MA TREES. 9 ADS, OWN TIM", LFTUMMCD ST1MS, LARM RODS 40 IIOI MM, 40 OT EA LNSIDIMY MATTER 0U751DE THE AREA STAKED rOt WARM OR DAMMING. i9. THIN TREES O1 MUSH AS REWINft, 10 THE VCjNEER. ' 9. FILL HOLES 40 SWTH Ut CUNT" T4 GOW. 10. SHAPE NNE ENDS 0 CUTS Aid) FILES '0 FIT AOYRNT TERIIAIN 00 TO 0414CE THE VEA'S APPEARANCE. 11. Oa ITERATE A0#00#0 ROADS AIO RC9NRPC M WAS TO SLEND MATWLLY WITH 9A9RAXO1MC5, i i i EWpiRAA�tA1 SpAeirlNMUans (RAY 09101tot) P90A 'IS i DIVISION 3 ' WFAQ TKATWENTS AND PAV[1(NTS 1411 ASPVYlT CDORETE MYp(Nf 5-01.3 MVNpf (PARTIAL D[ILICOO(f S[CtION` 1 REPLACE IM 10 1NIvE RMv Al100- WtTN: 10. %asmi m *of% DRIVE My AwWWT,• PEA ION, All CMT FORM ITDN 12 CNK1l SEKUL, 13 TUr'OIW1V STRIVING, 1 IA NEDVINL TEIpowv STAI►jw, "MLA. WE COSLOMD 1NCIOENTK M A/O MUM 1% 1NM 1►UT D eWl MUM v DINER RMITS OF Walt .. SAS CEWIDP comet. ►IIvew , 3-01.0 18) GDOO CMMTE DRIM!tyS tsj*LR 4 5[fTld; ATE FON DRIVEWAYS SHALL K DASS 4(3;Al AS SPECIFIED IN SECTION h02.31::... , kQS PATIEPT (PARTIAL PMAQMT SECTld) REPLACE ITEM t EITN: , 7.-CD4W CONCRETE DPIVC%Ay-, PEP Sal1AE YAW 1 1 1 1 Sn0lwetAl ]pPclHntlNnA , (NNv 0//01!E6) ►SPA 24 1 ' DIVISION 6 Symoums 6-ll MOUEIti[S (Nq lLTION) 4.11.1 KDESOKI►1lQN) M om OCSdRtw IN THIS SEC-lON, KGNELESS of M PVPE Or NARRIA..S DLTAMTERM. INCLLEWS TIE OCRHATION AM SWING OF NW CUT DA FILL &M AD gAMSNING AND COMTRI.CTING MOZRIES/MODK RETAINING WALL N w soM ON M 0.A6 OR 04M DlRcllm M TK ENGIKOA. ¢�'y_,26TER1K5 ROCK WAILS 24 LL K FO4Q, OF LMQA ►IEIES ON aAAIED LASALT, ADUITE (It DTKR IOKCA 40cm UOIVIOUAL ►lent OF AWN PALL K SAM AND RESISTRNI TO WEATNUM, Ad SPOW, INTO AIMS WEIGHING So TO ISO WAG AD TESTED FDA SOKK►ESS WIM TMI1M SL/W1TE IN AC mom WITH AASKTO TID4, TK LOSS T4004 A OK-IMC, SIEW AFTDt 6 MES SALL NDT OCEED TSS SV WEIOTT. TIE NOOK MATERIAL WALL IS AS 4 M V PUTAN(ALM AS PMj1LE So AS M AfrOM M MINIMM 4EkMT or VOID s'A¢ lVWMN M IL=. ND STOW STALL K LOU WH104 GOES NOT E M THMJQH M 'ALL. 1141 TOOK NATERIAL SAL' RE MAM, IMM, DURABLE AID FREE MON EEATNIM PORTIONS. WAG, CIIICLS MO ' )TKM OQEL'TS. M MOCK W6tTY 9NL', BE A MINI" O 160 ►GAGS AER CHIC FOOT. OW SAMCt Or WWLv AM WW-' 'NT4'lll S Ok-fl OF nE WAMIAL WALL K 41"OYM TIT THE ENCINCET wow DELIVERY TD IK I SITE. M ROCK WALLS SHALL ME CONSTRCTtD OF OM.,IIN NOOKS, WEANS TO TOO MM) CALM 10• IN ITS LEAST ' 0%10610"; TW )'CAM NOOKS, KT00 TO ROD KLMS) EAC, 13• IN ITS LEAST 014 MtONI TNEE.NW MS (0G0 TO 1,200 POMS) EACH 14- WEN ITS LEAST 0100610N; MP-W M A006 (1.500 TO 2,200 PMMS) EALS, IA• IN ITS LEAST 0104MON. M MOORS SMALL MARK WlfC%Lv IN SIZE FOR EAOK CLASSIFICATION ' fECIVID. TIW F"-MM ROCKS BALL ONLY N UKV FOR M FIRST COHSE OF AXK IN HALLS OVER 6 FEET IN It la?. 4-il T ECOISTMICTIOM MEaI 1'S) M RMK UNLOADING At 1K SITE WILL K DOE IN REM A MN"% AS TO YPEGArt ME NOCK AT M SIZE RACES INDICATED IN M PRECEDING PAAAOWARN, M WALIS SHELL K STARTED M ECAYATIM A MINE", NOT LESS THAN 6 INSWS ON VOTE TWW M $XT IN ' OV1N RUM wwm IN OCRMTloN SECTIONS, OR set LESS RMM 6 INOES WEN NNOME TMAR OW FOOT EN OWN KLON TK EXISTING 24MM LEVEL lM EINlMOENt SECTSDNS, AREAS ON UNION T4 MMMV IS 10 M FLNOO SMALL It TRIMS AFC OREM To Cmallim to TIC ELEVATION OA SLOPE INDICATED, M MOCN WALL CMGTMN[TION BALL START AS M AS POSSIBLE JAM TK COPICtION OF THE CUT OF FILL SECTION, ROCK SCLECTtON AM PLA ENT SALL ZE SUD, THAT MEK N&L ME MO OPEN VOIDS IN tog CD omo r4a or THE WK:. OVER 6 INCHES REAMS IN AR OIRECTIOM. TK AWAS *ALL K RACED AM KCVED TOZTNWA WtM A MINIMM OF VOIDS. FMTICILAR ATTENTION SALL t MVW TO M RACING MD KEYING TOCtTKR OF M FINAL MIRM O ALL ROCKERIES. ME FINAL COHSE SALL NAVE A CONTIµ" MfEARA/CE Alp K KAM TO MININUE EROSION OF TK M MULL NATEAIAL, M LAMA ROOKS SALL It RACED AT TTg MY O M ' ROONERY SO TWAT M WALL WILL K STABLE 40 NAVE A STAWLE APFEAMNCE, TK ACOM BALL K CNVLkLV RACED AY '"AN'CAL EatftW AD IN A ~ SL1K TART M LOCatMI AL MIS If TtS MOCK SAL, K AT MtfM ANGLES 0A PEMENDiCTLAR TO OE M2SERV rACE. ME P=S SALL NAvt ALL IMIIWNG r4R5 SLOPING TD M MCA OF M MODIONY, EACH ROW OF AMIM $ILL EE KAM AS TIONTLY NWD EMEKT AS POSSNU ON THE F0M EELOW IN SLv, A M110 TNAI r4n WILL K No NOVI)"t KTWED. M TWO. Af Tt4 SE111K A CO UM OF IOC%, ALL VOIDS KTNON M MDCKS SAL:. SE MINED ON iK NCK WIN aAM, ROCK TO ELIMINATE ANY VOID Ul ICIENT TO PASS A I INOH SO.APAE PRONE, u"IMM,tWI SDK1rlcMtimf (ANY ORrw") FNEW is M WALL W9WILI 9ftL CONSIST R 1-1/7 INCH NINLS CR.®ED IIRN (M OAAVEI MWUWING TO YCTIO/ f- Dl.fll), MS M1UIAL WIU K FLA(;p Po AN ! INCH MINIMA` INICq[SS KTW" TTE ONTIRE WALL Np , M CUT OA $'ILL ARM'RL. M GAWILL MTEIIIAL `;ILL K AUC D IN LIFTS tO AN 4EWATION NW&IMTUV f INM ALLOW Dt WRY R HOCKS ry ALU- M "OR TDA UL1 ILL DILL K M-4= A/TN WRY R ROCK-- ANY WO?ILL MATUIAL ON TE KMINC SAW" OrM AOCA CUM DILL K AtmCM r I WW SETTING THE PC" alm. f.11.l.t DAA<N $'IME A A DON DINETEII M[IRRUTED PtC PIPE FRILL K PUAM AS A FOOTING DRAIN Ip1ND TIE DOCNEIRIES AS Sam IN TIE STA oW FLANS, NO CK OCTE0 TO THE STOM IRAINADI S/SI611 IWORE SON. 6-11.3.3 RES"TION OF MRTENIAL , TIt INSPECTOR WILL NAVE M AUDQIITV TO REJECT ANW OOICTIVE MATERIAL NO To SRFEW ANV MWN TINT IS KIWI DPWAY RV OOZE, SRgT m TIE FIWA DECISION OF M NEE OGIR, ALL 0 CTED OOTU14L 10 �IT1ONN ' WILL K IO COST TO PIT TIE M COLS�TTACTION SITE NO ANY RE.;CTED WON* SOLI K REPAIRED OR FVPL-CLD AT f-li.A� , MEA9Ep(NT OF M $'INI9ED A2'* WALL $'R PAMNT WILL K NAK FARM M rMtING TRADE NNE r nE WALL NO ARSGED TO TM WEAOLST Sg1WE VNp, tOP OF -1 .I PA11f2!T PAYMENT WILL K WADE GOER THE ITEM *ROM RETAINING VALL•, FEA SOIWQ VNp, r DE LNIT PRICE FOI SWM VNC SMALL K FILL CCMENSATION $'RIM DOOQRrAppl RETAINING WALL IN 1 RAC' NO SHALL INCLUDE ALL MOAK, wIRDIALS ND EOUETfENT RETAIIPU TO CO LM M INSTALLATION. 1 r r r SWpiMnntfl w.i lFlatlNTt ' f14v 09i011e7 Pope K r DIVISTIN 7 DAMAGE 31RCTUILS, S17M XWM. yW1iMr fiWM, MTUR MINE. No W!J1.11S 7-01 OADO 7-01,4 IEAWIM (AMITIONK 91 I") Epp TO PARAOAPN 2: "t T THE CONTRACT OOES 47 INCLLOE 'STKCTVE ECAVAIION CLASS G' NO •STIKCTM EECAVAT ION ' CLASS E ACING MAIA' AS E Par ITEM ALL COSTS AMMIATM WITH TIES IMG SMALL EL MUDED IN OTHIM CORRPCT PAY 1710E." 7-02 CLLVENTS 7.02.i Na7O11AL$ (MITI— UCTION) ' ADD TO PNINAM+ 1: "K PIPE ..1................... 145.12 ' PVC PIPE: AETE RAIN OR ME17/ORCED CONCRETE, SIM. OR KLMINLM AM WVM TO IN SECTION 7-02 IT SWILL BE LItEII r= MIT N VWU 15 ALSO MADE M PVC. ' 7-02.7(I)C PLACING " ►IK tMjTS07WIL ACTION) 1N THE MICR. PWWO AS SPECIFIED 1N SECTION 7-02.7(l) PVC PIPE SWILL Nl LAID BEGINNING AT TK LOM 00, NIT" TIN BILL 80 LPO1n0E. PEA OWV& MILL IN LAW AS TH1 BEDDING MATERIAL ON EXTE7O FROM A• WON THE NOTION 7 RE PIPE TO A• ABOVE 11E TOP OF TIE PIPE. *EN IT IS RECESS: TO CO►tCT TO A STR IlM WITH A RE2N)m JOINT A RLMEA GAS M CWMTE COLLAR WILL BE 115ED AT TIE POINT OF COKCTION. 7_-M,A IEASAQOT (PARTIR AETLAC 71T WTISM) 01111E LAST PMACMArH 7-02.5 PATIENT (PARTIAL IOLAQIQ1t SEL'f 1O+? DRETE ITEM 1 TWXCH 2O AND AERAR WITH: ( _• Store, Main pipe per L.F. 2. :_" A •_• COrrugalao Steel Man ripe per L.F. S. • A •_u• COrrHOAtea AIURI U ArM PIM par L.F. A •Caoarate Cle C• per C.V. S. Diameter F1Area End Seallan Per to. DELETE PAPAOAMaS S a 7 7-01 smcww RATE PIPE, PIPE NCM RCN, ND mxw* 5 2;97.A I[ASAE}E T 1M111tA1 IVS.ACMT SECT3ON1 WcmgraM S: REPLACE "SECTION 2-0e.4" WITH -SECTION 2-OP.7" 7 31.5 PArKIN: (PARTIAL IALAGU M %CT10m) 0417E VIE MS 11. 12 am 17 "MACE UST PNAWPM WITH: Tit WIT CONTRACT PRICE FOR GRAVEL ULWILL FOR FOApATI016 CLASS A OR CLASS 0 SALL K PAID IN ADLISTDANCE WITH SECTION 2-0e. u"laentel Spaalflestlone (Mr OPi01rBa) Page 27 7-06 STORM Stm , AM: WC ww ►IK ........................ 7-(KA3(1)6 ►1R 1m01w- G (?pp' 4poAL 5MT101N) , Awl PIK WDING FOT " , 9EIEA PIK 9611-L CDAARIST OF RA GRAA1, It you K PLA= M A mprN or 6. OVDI AM 6• OM TTt EATDIION WALLS OF M PIK. 746.11WA, P2M LINE *V UTAOF IPMMIAjR[rLACEKNT SECIIUN). KRACE ►wAmk%4 I WIN; XA71EV LINE 4P. Wa WILL 6E A110AIM IV TK OCITEEP ON C1NnWTM IN A VANNLT COSISTtWf WIrH wcuntD PRACTiCEs AIO T m 9PECIFICATIOAS. , 7-a.]ct) smv y s7aM n TK66rEs c5 wltwrta stGrla) ADD TO PMAGAPH St PVC►1R 20" IL VMCM APO aAMILM WITH RA OIAVEL 1N ACWO M WITH 7.06.)(1% AAI30R To M WILLING TIE IOMIN" D< TN[ TAMm. ADD: , NEAkpo&W OF BOW " WAVE FOR TE1E11 SAWILL WILL BE 6V THE VON, IN ACMMwo VIM RCTION 1-0 -1, (R By M CALMUTION OF NEAT LIMI S MSM ON NAAMM TIOpf WIDrN RT YCTIOV 1- t 09.A U511C A CONVMS1M FACYM OF 1.S TOLS PS OUtC VAID, WNIOEVEA IS LEAS. 7-06.4 N,.&%A7ENT 1M11TTr rlfLACOpr SLGTIOA) ' WkAE PNOMAPH 6 WITH: EXAVATIM Or THE STORM SEVER YRLWm WILL 6E NEASIKD AS SMCrjt CICAVATION MASS a LA SMCTAIE EXAVATION CLASS 6 INCLUDING RNA, AS !'EClrltD IN RECTION 1,09. 7-96 5 PAYEM 'POTIAL RMACOW KCTIOI) WETS IYEW 1 TMOAN 6 AND PFPLACE VIM- , I. ' Stam ssser Pier, per _P, 3. corcrots class C, pet C.V. , 0EN NO 6IC IrEN TRAVEL 6ALW IL, FOR P!K !DOING- IS INCL Dm 1N M SCNMXE OI NRIICES. PIPE RDOINC, AS 90*4 IN M STNDVO ALMS, SNhL S C0 MUZ I1CIDENTAL TO M PIPE AND n0 AM11104AL PAYOUT SNAU K Wa. t KPLACE PMIp1AP4 S WITH: 'ESTING (r MN SEWM PIK It KOUIKO 6T r1E ENGINEER SHALL K COC,t0EMO INCIDENTAL TO AID INMIDED IN M 13111 CONTAACT PRICES FOR OTER ITEMS. SWplrrsnesl SORIrlcotlan r (RrV Doioil") Pop !6 ,.ft M OURS, VAlt DLETS. MW INLETS. 40 LAta MUNS j Q�A)11> awns WVA0LL5 NO cAla V31pa To W" (51ETRJIQITAL KCTION) ALAI IN W%W PUTS; ww0.ES, CATth MSINS NO SIgUW S/tMLTUES 1N AIEAS TO BE IN MFD WITH CPLAH D ROOK 00 G AvM SW.L K LUISTHRCTt:D TO A TR11Ml MPROU ATILY tICM INOES KLDN THE SIIOAOC ANG COH7® WITH A TOAAOARY VOOD Cam. EXIS114 NNAEAL3 SILL. K OR OFT NO COVEAED IN A SIMILAR NANNER, THE CONTRA COR SELL C"VLLLV AVMKHCt EACH WNAQE 50 THAT THE+ MAY K tASIL" rOAO tPON COKCTION Cr THE SrKr WORM, AFTER ".ACING M OIAVtL OP CRUREO 3TOE 4KACING, M NAMOLLS 00 Mow CASTINGS SNLL K OP6TFWTED TO THE FINISHED OAOE K M RDADUY SUrACE. EACAVATION NECEASARv FOR MRINGING NAN"LES TO M" SALE CDWW ROW TIE MWO.E AND K MELD TO INC MINIMA AREA NECESSARY, AT TE COAlETION or THE NAOMI ADATSTWII, M W010 AROUO THE 4gl111LE SHALL K SOWILLED WITH NATETAIALS AQM RESLT IN THE SECTION RLOUIRED ON THE TTICAL We MY SECTION, NO K THORWKf CWOCTEO, 10" EITUHINOJS SMACK TKA"INT IS TO K kACEi, THE NRNaI CArINGS SHALL K INSTALLIO rRON 112 INCH TO NK INCH HIGHER THAN THE PODNAV SUNALE, AS THE ENGUEER ' PAY DIRECT, IN CDONT COPM71i ►AVENENTt 0I00QE3, CATCH WINS ND SIMILAR STHLC'MEES SHALL K C116TRUCIED 40 ADCUSTSD IN THE SANE NANER 13 OUTLINED RINK EXCEPT THAT THE FINAL AUAt10R SNLL K NAM 0#0 CAST IRON FAME K SET AFTER FENS HAVE SEEN RACED ND 0EO4D. IN►_XIW, TK COMTE PAYtNDO, EXTREME CARE SNLL RE TAMN NOT TO ALTER THE POSITION s M CASTING IN ANY WAY ' IN ASPHALT 904LIETE MVOaNTI NA06014 SHALL NOT K ADIATED UNTIL THE MVEKNT IS CDNf E-MD, AT WHICH TINE THE C"W EAM 00060E STALL K CWLLLY 014OLATED FRIR NEF Ji IaS MEV�OUS,Y ESTAOLt"D EF M CONTRACTOR THE MVOOff SvtL K Olt IN A RESTRICTED NEA AM VM MTEAIAL K RENOKD TO FERNIT RIMA6 Or THE COVER. THE MANHOLE SHK� THEN fE EROXQ0 10 PROPER GRADE VTILIIIK THE SANE NET)IODS OF CONSTIRICTIGN AS FORM AMIDE[ ITSELF. THE CAST INONN FANS SHALL K RICER ON M CONCRETE `OCAS NO HEDGED UP TD THE OSIRED (AWE. THE ASTRAALT CUMTE "VOW SELL K CUT AND ROOVED TO A WHAT CIRCLE, THE DIANETER OF NHiM SHALL K VOCAL TO THE (AITSIOE 01REIER OF THE CAST IRON FRAME RLIS TWO FEET. THE IM NATOIIALS NO CRUSHED ROOK SAIL K AEgvED NO CLASS 0(314) CONCRETE SVXL K RACED SD THAT M LMIRE VOLUE O THE EXCAVATION IS REPLACED No TO WITHIN S71 NOT 1O EXCEED 1112 INDES O THE FlNIS!ED MYDAENT 9N'ACE. ON THE FOLLOWING DAY THE COCKEYE, THE EDGE OF THE /LWWL.T CONCETE ►RV000, A0 M OUTER EDGE Or THE CASTCNG SHALL K PAINTED WITH HOT ASPHALT CEMENT_ ASPHALT C%KXTL SHALL TN M K RACED A0 COPACTED WITH NNO TNAERS AM A MTCNIK AOLLEN. AM OLT COMTE PILL K MID FOR AS • ASPMkT CONCETE MVDEIT, CLASS E INCUOING PAVING AV40 PER VON', THE CO kIll MTCN SHALL WITCH THE EXISTING MVH.,) SMACE FOR TEXTUE, DEN. 'Y, NO WIFOMITY O GRADS. THE JOINT KTIEEN THE PATCH 1#0 THE EXISTING MV01ENR SHALL THEN K CMVtALY MINTED WITH NOT ASPHALT CEIENI ON ASP4AL7 EILLSION AND SALE K jNEDtA>ELY COVEPEO WI1H DRY PAYING SANG MFORI M ASPHALT CDW SOLIDIFIES. THE INSIDE TMDA/ TP THE WN,H4L MALL K THOROp,Y NORTARED NO A.ASTEPED. THEM K INLETS: M FINAL ALIQIHHT 00 OAOE Or CAST IRA FARES FOR NEV ND M INLETS TO K ADJUSTED TO GRADE WILL K ESTAGLISHEo FROM THE FOMNS OR AO,WCEW MVDENT IWACES. 14 FINAL AOX Abe OF M TOP OF THE INLET WILL K MWWAD IN SIMILAR NNIHA Tom 40M rM WWQ.ES. ON A9W11 CIPM't MVINO PRDICTS USING MM NO OUTTpt SECTION, THAT PORTION O M CAST IRO/ rRNE NOT OSFDOEO IN TIE ORTON SECTION SHALL K SCLIO.Y OElDODI IN COMTE ' ALSD. THE CONCRETE TALL UrM A MIVIT" 0 SIX WOES KVO/D M FOR OF THE CASTING AND SINLL K LOFT 1 1/2 WOES OL04 M 17 OF TIE FARE SO TW'T M REARING CAM" OF UPHALT CMCAM MVIMt WILL SM M CAST I" FRNE. THE EXISTING COMTE MVETEM, AND EDGE O 1 14 CASTING SHALL K MINTED WITH NOT ASPHFLt COEN1. AOJAroolS 1N THE 1N4t1 a11MCyM SNML SWWWRURtAl IMcl M " mov 09/01/86) Popp LP 7,4L2w CONTIrAEO I ` CONSTTR.C�TD IN NE WE NWaER RC Or THE SAFE W1EMAL AS TWT REWIRED FOR W% IwLET M' INSIOF Cr TIE DUTS 94%.L E KItTAR D RC "Ton. ooudNTs Rr0 FAME 4U CWEA KNIENTS AM KIUENT CASTINGS 904,1. BE ADX5rU 0 , OAK[ IN TIE SAE RNAaER AS FOR NNaO.ES. VKVE BOA CASTINGS: ADUr#4MS TF VANE WX CASTINS S1NLt R NAOE IN r4 SRE WjRER 45 r( mfuwu. 7-0x.A 'CA,%#V>W IMR7IPA RCPIACDEy' SEctla� R ICI PAR&AAFN 1 WIN: , NR9q,(_S RQ G.TON BASINS MILL E IELSIED PER EAON r0n TIE rinsl lo, AS 4A9,PE0 FRON r1N19E AIN ELEVATION TOM DNERT W TIE LOWEST QRLET ^IPA. L. OVTH WATER TWN 10' �1LL BE PA; RE EXTRA CEP" KWI&M ', OR CM G" CATCN BASINS, IVPE , •; PEA YEATICAL MT REPLACE PKUOUPH A: AIM: STTAICTLIE EXCAVATION DASS B AM ST%XTW ELAVATION BASS B, INCLLOINO NAA WILL BE w fS MIFIED IN NCTION I-09. 7-01 MYWW 'PARTIAL AFRACF w xZIM& Darn Ims 1 PODAGM la MO REPLACE WITH; 1. •StrNGarc No los_•, Par eecn 2. •Extt, Owtn Nrrrolss_', pet V.F. ' ). -Cat" Bain fyo.,_�, per sar A. 'Catch Bash Tyq_.y. altfmt catch, par each S. 'EAtta Qsptn Cetcn Bain,•. per r.F, fra ' e. 'Adjvat me-, per Race 'Adjust Catm tuin•, pr aeon a. •Ap)ust valve•, per a 9. 'AdMt ftn~ts•, per awn OEIFTL PARAGRARN A 7.09 PIPE RO r1TTINGS FOR NATO WINS r 7-09,2 WTERIALS TART IK FEPAOEIONT SE-T(ON` REPLACE PARAOIMW l WITH: WTERIALS SIMLL Ntt1 TIE REQIIR CATS ff NNE FOLLOfMQ SECTIONS; Ripe ........ ........... ........ 9-10.1 DWtile iron PtM ................ 9-IO.IA Fitting ....................... DAUIS Stan RIM . .............. ►INSUC FllN "NO ................ 9-30.8 Ttamr rep 9.IOA , 1-10 T'"CA E AVATION, SMING. NO WCWILL F,PI WATER NNAINS -10.3(07)3 DMIA EXCAVATIONN (PMNflAL RE)LACDENT SECTION) , REPLACI MRAGARM A r7TN: WAWW42 r OF YNN RLA aRAYEI. FOR TRr" sACW ILL- ■ILL BI Or nE ION. umlwwRtal Spacificatime (rev 09/01166) Papa IO AND 7-lO.A(a) BANK R.N GRAVEL FOR TENOH SAXfflLL (MAMMEKT SECTION) MFA2AVDW OF BAN( AN GRAVEL FOR TRENCH BAOJII. MILL E By THE TON, IN ACCOMEXV WITH SFCTIO 1. C9.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MKUMIN TRENCH MIDTN PER SECTION 2-09.A L151HG ,% OIWN`E ISION FACTOR OF 1.5 TOM KA OlIC VAC, WHICHEVER IS LESS 7-10.)(M) REMOVAL AC AEPLACEI(TR or EXTRA EXCAVATION �PAATIAL Avk A(x ENT SECTION) - DELETE 7-10.5(05) PDOVAL AND REPLACEMEHT OF LBJITAALE MATERIAL (PAAT'AL ",AL l 5ECT1ON) AFPLACE PARAGRAPH I WITH: PATFENT FOR "W"AL AIO REP-#MCAT OF LINWITAEE MATERIAL' WILL E CONSIDERED INCIDENT& TO ' OTHER 810 ITEMS AO MG FURTHER COCTNSATION WILL E MADE. 7-10.5(-W BANG RUN OuVE FOR TIEIGH BACNFILL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH I WITH: PA"Vp MILL E MANE AT THE UNIT CONTRACT PRICE PER TON FOP -BRAN NUN GRAVEL FOR TRENCH VOTILL• WHICH PRICE SMALL E FELL COMPENSATION FOR EXCAVATING. FLMI94ING. WALING, PLACING AO C04WTING THE WTERIA•, IN TIP 1TOUH. ALSO IN0.'.OED IN -NE WIT CWTAACT PRICE IS THE WASTING OF EXCESS AO UUSAdA MATERIAL EXCAVATED FROM THE TRETOW. ' 7-10.%05) FOLMATION MATERIAL (AOOITIONAL SEVICNI. PAPENT HILL E WDE AT THE UNIT CONTRACT PRICE PER TON FOR 'FOLORTION MATERIAL• ANION PRICE 91ALL E FIAL COPEM"TION FOR EXCAVATING AND 019MSUG LE TIE USUITABLE MATERIAL AND REPLACING MITN THE APPAORIATE FIAPEATION NA'ERIAL PER SECTION 9-30.78(1` 7-11 PIK IN STALATIW FOR WATER MAINS 7-11.5(06) LAYING DUCTILE IRON PIPE MAIM PULVETTLEW ENCASEMENT (%VPLENE.NTAI SECTION THE Po METKYUM ENCASEMENT SHALL ALSO E INSTALLED ON ALL APPIATENAA'ES, SOCH AS PIK LATERALS, FIEPLINIS, FITTINGS, AO vALVES. IN ACCOOANAZ MIEN SECTION A-S OF ANSI J1.5 ON 4Ea, C105. ' 7-11.5(09)A CONNECTION TO EXISTING WINS (REPLACEMENT SECTION) CONTRACTOR INSTALLED CONNECTIONS, COIECTIONS TO THE EXISTING WATER MAIN SHALL NOTE WOE ■1TIOUT FIRST WNING THE NELTESWAR NPI4CENONTS WITH THE ENGIAEER IN ADVANCE. WORK SHALL NOT E STARTED L1TIL ALL THE MATERIALS, EDL.PENT, ATO LABOR NECESYRv TO PFOVt, COKErf THE WORK APE ASvfHBLET) ON THE SITE. EXISTING WATER WIPE SMALL E CUT BV THE CONTRACTOR. THE CONTRACTOR SIALL REMOVE THE PORTIONS O PIPE TO PROWIDE FOR THE INSTALLATION OF THE REOUIAL.0 FITTING AT THE POINTS OF CONNECTION, ALL OAACE CAUSED By TIE CWTRACTWS OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SERVICE SMALL E 1EPAIFED RV THE CONTRACTOR AT 40 ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LEGTM E EXISTING WATER MAIN THAT MLLST E REIOVED. THE PIPE 905 WALL BE BEVEIHED TO PREVENT Oftea TO NE TRANSITION CORING GASKET "ING INSTALLATION OF THE CORIMG. THE EXTERIOR OF THE EXISTING PIK ENO 94kL E 'LEAED TO A SOLO, SMOOTH FINIS. BEFORE IMSAL'.ATION OF THE CWKM. ' TRANSITION COPLINGS SMALL E INSTALLED By THE CONTRACTOR APO 94ALL E PROVIDED WITH A PLASTIC FILM MAP. TIE PLASTIC FILM WRAP $TALL E WARM LOOSELY MONO THE PIPE, FITTINGS. AO COPLIK'S, AMC SEGUED WITH 7-DON RIDE P4vETWLEIE RDMESIVE TAPE. PIPELINES 1N 041QN THE SDPIGW t&l SMifiCAtIMS (RR 09/01,86) PMpM 51 T-lli l(D9)A �IMAD CARINGS ARE INSTALLED 9ALL BE MAPPED A MINIMUM OF T FEET ON EACH SIDE OF 1HE CARING. ALL OR SEAMS IN M: PLASTIC FILM RIIAV SHALL RE WADE USING T5E 1-IO4 V.'% payETHYLENE POESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT RE WATERTIOR, W1 ND PAR, O TE PIPE OR CARING 9ALL RE OPO,ED TO THE RAA6'ILL. CARE 941LL E EXERCISED DURING "CKFILLING TO , PREVENT M PLASTIC FILM MAP FT401 BEING WCTLIED an OTHERWISE OANA.',ED. PLASTIC FILM WRAP ND ITS INSTALLATION SHALL COOK M AQUA CIDS EXCEPI A5 MODIFIED HETEIN. BEM WOK IS ONCE STARTED ON A CONNECTION, IT 901LL PROCEED CONTINUOUSLY WITOR INTEWAUpT10N, AND AS PAP1OLr AS POSSIBLE UNTIL MVLETED, NO 9A1rDFF OF WADS WILL E pMaTTEO D*. IG Y OR OVER WEEKENDSO ON HOLIDAYS. IF nW COMECTION TOM EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SALE , E REVONS"LE FOR NDTITVING THE RESIDENTS AFFECTED RY THE 9AITOf, TTE ENGINEER WILL ADVISE WHICH PWRATY OMERS ARE TO E NOTIFIED. THE CONTRACTOR MAY E REWIRED M PEPEOK THE CONNECTION OWING TINES OTHER THAN WOBAAL WORKING .HORS. THE CLW' ACTOt BALL AM OPERATE NN VALVES ON THE EXISTING SYSTEM. "TER SYSTEM NER.SOME. WILL OPEMTT. ALL VALVES ON THE EXISTING SYSrD. FOR THE CONTRACTOR E50N P'. .•RED ' NO WORK 9ALL E PERFORMED ON THE COIECTIOS UNLESS A REPRESENTATIVE OF TE "TER DEPARnpR 15 PRE-VENT TO INSPEC`' TIE NOBK. ' THE TYPES OF CONNECTIONS ARE VARIED APO SUGGESTED PIPING WRAN®E05 HAVE BEEN 9"M 1N THE PLANS. FOR TE INSTALLATION OF TESE COMECTIONS, rNE SUAFACID PORTION OF TIE ROADWAY SHALL HOT BE FFIETNATED IN.ESS THE CONNECTING POINT IS DIRECTLY UDER IT. FOR COMECTIOo By ANY OTER METHOD, TIE CONTRACTOR SHALL NAN,%' A DETAILED 9ETCH FOR APR1pVAL NOT LESS TAN Two WEEKS RIOT TO TE EXPECTED CONSTBDTION. CITY INSTALLED C]WECr106 M EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRMINGS. THE CONrRADTGA MIST `VERIFY ALL EXISTING PIPING, DIMENSIONS. N :O ELEVATING: M 459M P16O'Ep FIT. ' COAE.CTIONS TO TE EXISTING PATER WAIN 91ALL NOT RE MADE WITMOUT FIRST WANING TE NECESSARY ARVXDC TS WITH 'HE ENGINEER IN ADVANCE. MORK SHALL NOT E STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PRO-My COMPLETE THE WGK ARE ASSEMBLED ON TIE SITE. THE CONTRACTOR %ALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL COPECTIORS AS INDICATED ON THE CONSTRXTION DRAWINGS. THE CONTRACTOR 9ALL PERFON TE EXCAVATION, EDDINO, AND RACKFILL, , AND PNW10E CM:ETE BLOCKING FOR THE CONECTIOLS TO EXISTING RAINS. TE CITY RILL CUT TE EXISTING MAIN ND ASSEMBLE ALL MATERIALS. MEN THE CITY WAVES THE COAECTIOS TO THE EXISTING SYSTEM ALL LIMA, MkMIALS, ND EQUIPMENT , REWIRED OF TIE CONTRACTOR BALL E CONSIDERED INCIDENTAL AND ALL RELATED COSTS 9OLU E INCLUDED IN OTHER ITEMS OF NOW, -}l.l(Iil NYONSTATIC PRESSURE TEST KREPLACE ENT SECTION) I ALL WATER MAINS AM APgATEMWCES BALL E TESTED UNDER A HYDROSTATIC PRESSIAE £WVL TD 150 PSI :H ' EXCESS OF T.AT UREA w11CH1 THEY 11.1. OPERATE, IN NO CASE WILLTE TEST PRESSURE BEN.LESS CN I00 PSI. ALL PUPS, GkaS, KEGS, SAOCLES, COWMATIUN STOPS. MISCELLANEOUS HOSE AND PIING, AM OTHER EWIPM47 NECESSARY FOR PERFORMING THE TEST 9ALL E FUNI2W PAC QEAATED BY rE CMTPACTOK. THE PIPELINE TRO'CH "LL E "WILLED SUFFICIENTLY TO PREVENT MDVFjETNT OF THE P:Pe. DEER PRESSIAE. ALL THRUST BLOCKS SMALL BEIN PLATE ND 9FFICIENTLY CUED TO REALM ENG ESION . STRIH ETAIE TESTING. WHERE PERMANENT BLOCKING I5 RDT REAIIRED. SAFE CONTRACTOR 5N1ALL CH ND INSTALL TDfYP , R,.00K11G AND REMOVE IT AFTER TESTING. , FURNISH SwPlwwtma loodrICAt1NRMN (ANY 09/O1/06) PAPA 32 iT-11.)(11) ¢1yTINED ' TIE ROIN6 94ALL E FILLED WITH WATER NO ALLOAE7 TO STAND LN" PRES9Pl FIR A NININM OF IA HOIALC TO ALLOW THE ESCAPE O AIR AAO/G ALLOW THE LINING O TIE PIPE TO AMSOMS WATV- M OMER WILL FUWI94 THE WATER NICEESMY TO FILL THE PIPELINES FOR TESTING PLOOMS AT A TINE O GAY AEN ' 91FICZENT QLAWITZES OF WATER ARE AVAILABLE FOR NaAL SYSTEM OPERATION. A NVORANT METER AND A EACFLOA AEVt NTION DEVICE WILL E Law WEN CAWING WATER PROM w CITY SYSTEM, THESE NAY BE OBTAINED FTON M CITY BY COPLETING THE REOKIRED FOAMS NO NAWI G gAgiIAED SEORITY DEPOSITS, THERE WILL BE NO CIARZ FOR THE WATER USED. iGRINDS USED IN TE TEST WAY BE 1"IRED TO BE CERTIFIED FOR ACTSIHPCv A' A LABOHATOLY BY THE OWNER. ' A VISIBLE 11*006 DETECTED BALL E COFNIECTED BY THE CONTRACTOL TO THE SATISFACTION OP THE OWNER HEGARULESS O ITE ALLOWABLE LEAKAGE SPECIFIED ABOVE. 9GJ D THE TEST SECTION FAIL TO MEET THE PRF_S.SME TEST SLXCESSL.LY AS SPECIFIED, 'SSE CONTRACTOR BALL. AT N:S ON EXPENSE. LOCATE AND REPAIR THE OETECIl ND 11" RETEST TIE ;"PELIK, ALL TESTS 94ALL BE WALE WITH THE M'yTRIWT AKRILIARY GTE VALVES WEN AND PAES9ME AGAINST THE H"WWT VALVE. AFTER THE TEST ,.; BEEN COMLEtED, EACH GTE VALVE 94ALL BE TESTED BY CLOSING EACH IN TIAW AO RELIEVING THE PIESL& KY=- THIS TEST OF THE GTE VALVE WILL E ACCEPTABLE IF THERE IS NO IWEDIATE LOSS O PIES9AE ON THE CAKGE WREN ?ME PAESSIAE GOES %AINST THE VALVE BEING OIL.. THE CONTRACTOR STALL VERIFY THAT THE PRE59PE DIRtPE lk ACROSS THE VALVE DOES NOT ' EIGEED THE RATED WOWING ARESM O THE VALVE. SECTIONS TO BE TESTED SWALL MYOKLY E LIMITED TO 1,5OO FEET, TE OWNER MAY REOJLRE THAT THE FIRST SECTION OF FIRE, N01 LESS TNAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF NE CPRRACTOR,S IX1NS, E TESTED IN DOER TO WALIPV TIE CREW NUYO THE WATRIAL. PIPE LAYING SHALL NOT BE COTINEL "ORE MAN AN ADDITIONAL 1,000 FEET LWIL THE FIRST SECTION 94ALL HAVE BEEN TESTED 9r7S5FU,LY, ' PRIOR TO CALLING ORT THE PEER TO WITNESS THE PRESSUE TEST, THE CONTRACTOR SALL HAVE ALL, ERIIMENT SET IF LOftMY READY FOR OPERTION AO SHALL HAVE 9CCESSFU.IT PERFUREO THE TEST TO ' ASS-W THAT THE PIPE IS 1N A SATISFACTORY COOITIMC BEYME APPLYING TIE SPECIFIED TEST PRESS.PF, AIR 94ALL E ERPELLFD COVL.ETELY FROM Tf PIPE, VALVES AM HYORANTS. IF PERMANENT AIR YENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONrWTOH BALL INSTALL CORPORATION COCKS AT SWAN POINTS 50 THAT THE AIR CAN E EXPELLED AS THE LIE 15 FILLED WITH WATER. AFTER ALL THE AIR HAS EW EVELLED, THE COROITTION COCKS 3NLL E CLOSED AM THE TEST e PRESSAE APPLIED. AT THE COA1K51ON O THE WSRME TEST, THE COR+OPAtIO1 COCKS SHALL DE PEUJK AND PLUCCE. THE TEST SHALL E ACCOPM19ED BY PLPING THE MAIN OP TO TE AEOKIRED MESSM; STOP THE RAP FOR A MINI" OF 15 MINJTES LP TO A MMINAM OF 60 MINTES AS DIRECTED BY THE OI/ER, ND TEN RAP THE VAIN LP TO THE TEST PAESSLK AGAIN. OF M THE TEST, THE SF.CTIO" BEING TESTtO SALL E OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SMALL E USE.) POP HOLDING WATER FON RAPING LP FRESSL/E ON TE MAIN BEING TESTED. THIS WAKEAP WATER SHWA.: E STERILIZED By THE ADDITION OF ' CHLORINE TO A CONCENTRATION O 50 MOIL. THE BLONTITY OF WATER EgIM TO RESTORE THE INITIAL M W45TATIC PRESSURE 344L E ACMAIELY DETEPMINED BY EITHER 1) RACING FROM AN OPEN CONTAINER O SUIYABLE SIZE SKOV THAT ACCURATE VOLLME MEA9EEAENTS CAN E WADE BY THE OWNER OR, I) BY PL PING TNOION A POSITIVE DISRACEHENT WATEP HETFR WIN A SWEEP LIMIT HANG REGISTERING ONE GALLON PER EVOLUTION. THE H[TEA 94ALL E AYROVED IV THE 00" . kMDPIAANnGl SOWCSftcWtlP % NAPS D9/011") PROP ES i ).13.5{ll) CONTINRD , ACM[ AEILITV Or M TEST WILL K GETEAMINED W TWD FACTORS, AS FOLLOWS: , I. M M WTITY Or WATER LOST FlAM TIE WAIN SARLL NOT L)aQ[o M HANWOI OF UALLOCS PER NAA AS LISTM IN THE rOLLOIIHG TAKE. 2. M LOSS IN PIESSM SMALL NOT EACEED 1 PSI A20R NIN UTE DLpM nE TEST PE.Alm. 4L0MKE LEAKAGE PEP IM FT, OF ►IMjNE 091 NAwlryl ►!pt OlMtWN - frLVy6 , Psi " B' 10• 12' 16• 20' 26• 650 0." I.I' 1.59 1.91 2.53 3.18 3.62 600 0.90 1.2u 1.30 1.60 2.60 3.00 3.60 SSO O.86 1.12 1.60 1.69 2.25 2.51 1.37 275 0.73 1.00 1,21 1.49 1." 2.69 2.99 IN 0.11 OJS 1.19 1.62 1.90 7.37 2.65 225 0.68 0.90 1.13 1.35 1.60 2.25 2.70 ZN O.N 0 BS 1.06 1.26 110 2 12 2.53 -IF M PIPELINE ins TEST CHAINS SECTIONS Or VARlOUS OIANEMS, .NF ALLDMKE LEAKAGE WILL K rOP K M ED%TED LEAKAGE FOR IOEACH SIZE, OR FOA TNOSE DIAETE� OR PRESSMS NOT LISTED M By M SA OFA STATED IN SECTION 74.2.11 Or TF. S(AAO SPECIFICATION,. 1.5132) OM04LDIUMAT1M {SAPPLETEHT/L SECTION) ' OLDLORIMATIM Or RLL INTER USED FOR DISINFECTION 9MLL BE ACCOVL194M IN ACCOOANCE WITH nE CIM STANOAIO OFTAIL M-LWED IN MIS OOCIENT. MTER MWAIMING CHORINE RESIDUAL$ SHALL NOT K OISOSEo INTO TH STOWR DRAINAGE SYSTEM TWO AMT MTERWAY, 1;j,L3(U ifi MST KOCI,1-N Cw%ACDpAT SECTIMK MKNIOE C*MJETE BLOCKING AT ALL HYOUNTS, FITTINGS NO MORIIO/TAL OR VERTICAL ANGLE POINTS, COFON TO M CITY Or WEN M STANDARD DETAILS FOR CEIERAL BLOCKING Asp VERtICAL KOCKS NETEIN. ALL rITTIACS TO K KO (En SHALL K WRAPPED WITH 44t MLYETNYLEIE PLASTIC. COMMTE KONIK ' 944LL K PR MY FORMED WITH PLYWOOD OR OTTER ACCEPTAKE rOW,W NAT[RIALS AID 9KALl NOt E POIED Won JOINTS. THE row 9LALL K STRIPPED PRIOR M 8AEf7iLLING. ADDS, MERE R AEOUIRM, 9AALL K INSTALLED WITH MUSE OF SFMCHOE LUGS. ALL SHACKLE RODS SMALL LUGS. GALVANIZED TAO CWFO WITH TWO COATS OF hSPgAy VARNISH. 7-12 VALVES FOR NATO MAINS , 7-12.2 MATERIALS (M EIENTAL SECTION! VALVES SHILL K DESIGNED FOR A MiNINN M1ER AERATING PRESSIE O 200 PSI. GTE VALVES $NWLL BE IONA LIST 16, WRLUR COMPANY NO. A-M0, PACIFIC STATES, U.S. NETAMMITAN, KENEDY, OR M 6 H. 4MftvAL OF VALVES OTTER THAN MMElS SPECIFIED SHALL, K DETAINED PRIOR M BID OPENING. ALL GATE VALVES LESS NAN IZ' IN O,AETER SHALL IIAC.LDE AN A' a 26• CAST IRON GTE VALVE BOX AND "TENSIONS, AS REQUIRED. ALL 12' UTAETER AO LARGER GTE VALVES 9v,LL K INSTALLED IN A VAULT. , SIT EATER STANDARD DETAIL FOR 12' GTE VALVE ASSna.Y VAULT TWO 1' BYPASS INSTALLATION. ApOl~trl SpWCl TiC6tl0 . , (Rv, 09101;961 POW 34 r 7.IA N'Ip1A1lTS T.ua(Du =TTING NraR�({s (AOOataWL earls) "MWn SMALL R INSTALLED IN AL'COEIWCL WITH ANA SPECIFICRTIOB C600-77, NVIOIS 3,7 Alp S.8.1 APO TMF NAM STANDARD OVAILS. WORN? AND am PItlTS 9/ALl ME PRINTED IN ACMOaII WI TM rK MYER STAPOW MAIL. UPON ONUTION Ot M PROJECT, ALL fIRE 14MWS 9MLL GE PRINTED rD TK CM OF RO(TOW SPECIFICATIONS AM OIMD POSTS MINTED MLLOW, FIRE MMW *M SMALL RE OF 9DH L.DGTM AS TO K SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6', M AM 10` PIPING IN TIppES ) - i 1/2 FEET DEEP UILM 0114MISE !lCIFIED. M NYOpNT SMALL ME OLVAED FOR A 4-112 FOOT SRIA, OM lr AID LARGER PIPE IS 940M IPLESS OTHERWISE NOia ON TK PLMN. 7-l4 )(OP MYpWR MPECT(OLS (ADDITIONAL SECTION) FIRE NYORANr ASSEHILY SMALL INCLUDE C.I. TEE (M) X FL). 6• GTE VALVE (AS. 7 )V), 6, C.I. SPOOL (PE I R1 S• M.V.O. FIRE If"~ (MO COWTION), W . 24• CAST IRON VALVE MX, Alp I/A IAOH 94WKLE ' AM WITH ACCESSORIES So TWO CGRO" GUM POSTS. PAINT 94MU *MS AS SPECIFIED IN SECTIDN. 74.2.14. i7_14.)(0)) %SETTING EXISTING NNORNNTS (PNMTIAL REP "wT SECTION) REPLACE PAROfAp91 2 WITH: i THE KTH M OF KVWSSIN: THE HYDRANT SOLE GE OETI MINED BY M CONDITIONS FORD IN THE FIELD Np 9MKL SE RE9UCKLM Alp REMLOCKED AS DIRECTED BY TINE ENGINEER. 7-IA,S(OU MYDRANI ASSMY (PIPPLI EWAL N TICN) iTHE UNIT CWMACT PRICE PER EACH FOR MRIINNT ASSE4Y CORER' SNLL RE TK SANE AS •MYMANT /LSSEMNLYP OCEPT THAT TNE 6-INCH GUILE IROM PIPE CO6ECTIM THE INORAMT TO THE MAIN WALL OF. iINCLUDED IN 1K UNIT COMTAACT MICE FOR "WANT AW,,ALY COMLtTE•. i 7-15 SERVICE CON ECTIO6 CONSTRUCTZOM DETAILS (REPLMDEM SECTION) i REPLACE Lit SmnDR2 PMIOWN S WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SEINICE LINES SMALL RE COPcN. GALVANIZED OR OLCTZLE IRON PIPE. ' SERVICE LINE CONNECTION TO rK MEN WIN WILL COPOM TO TIE S7MpAAD PLANS Or THE CITY Q RDgMM OLD HEREIN AS APPLICABLE, THE DGINEER WILL INDICATE TK LOCATION FOR M TAPS ON rK NEW HAIN i FOR EACH SERVICE TO St MOWED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR )/A" SERVICE. TK CONTRACTOR WILL USE COWER %THING, TYRE K. SST FOR )/A• SERVICES. iTVPE I: CONELTION6 TO EXISTING COPPER SERVICES WILL K MACE WITH FLARE tyW. WE PART JHIPXN CC1PI INGS. irfK it: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY 9WLL IE REPLACED WITH A MEW CdP[R PIPE SERVICE TD M FROFENTY LINE. (KTFRS 90LL ME LOCAM IN RANTER STAIR IETKEN SIMWALX APED CLM). irvK III: WHERE FUTUE STUD SERVICES SMALL K INSTALLED TNEV DOLL ME INSTALLED AS ANNE, to 7K PIVERTV LINE WITH A HEM NOX tLDNS )/A M M). A SLIO ME TMEAOEC iFACER THE LVGTM OF A ME M SMALL RE INSTALLED IN PIA" ONE NITER. SNpP1AWAntal SDM:ificatiOn i (RAY Oe/O1/YD Pop 35 7-17 7MfIYANY lAER.S , 7-17.2 MATERIAL (PARTIAL WLACEENT SECTIOM' , IN POWW44 1 MM: A 8 S MMIIt, ASIESTUS SRAM 03WW4TED STEEL IN PARAPIMI A DELETE: A a S COMITE SEW PIME s-as.iA , 7-17 )11H WIFE ® lm (eAwrW7AL =rloN AM !DOING ARTERIAL PDR ►K ►DE POLL R A-4:10 TD A OVTN T 6. maw THE WTTOM V TIE PIK NE 1)(MVING V 6• AOVE NE GROAN ON ALL PI-ES. T1E MMOJtMED KDOM AROM OE PIPE NC TO A POINT 6. MOTE THE CROWN SHALL t rO07.Twm LNTIL 11 15 IANIQDINO. M lOWNOC GAO6ILL LOLL K MECHANICALLY TAMPED AIM NIWD.GPMATEO MELSOMIGM. at FMMTIC TMAM TO 99A amity. PIPE ®01NG LMLL NE CO SIDEED XICIM47AL TOM PIPE AND NO r(ARTMER COMPENSATION SMALL K MACE. , 7.17 )(2)G SERER Lim MBEMIft (I R NENTK LK= DTIE)"ISE MPF04M 8Y TE DCLEER, ALL MEEMIONS OF LATERAL SELEES TO EXISTNC MAINS LOLL M NNE TAIRVIA M A CAST INN SME mplED TO THE Y1RP MOM WITH STALK= SIM GAMS. ' WEN TVE EXISTING MUM 13 CDNSYRLCTEO O VITWIrIED CLAY, PLAN ON KIMOCED COCIFTE. -AST OR OL'"LE IRON %P[, M ETISTIIG MAIN LOLL O[ CONE ORILLE), MaEC110ES TO E115115C COCAM N PME5 SMALL K COE-MILLED, AND SMALL .AYE AN •0- M1MG RLWA G I %W'PC AST"C-A78 IN A MYMEIOLE CORING EONL TOM JOE6.nWVILLE ASKSrGG-E)4NT C4,4q, OI ME A COMICAL TYPE REOR.E SEA EQUAL iO MmE-M.SEK. 7.17 )(2) 1 PROTUT10w O ExISTIMG NKAUS rACjL:TjLLjZrpLENTAA SECTEON) , •EN EXTEPMIMG AR EXISYIMG SEER, TNE DOWNSTREAM SYSTEM SHALL EE WttCTED POOR CDMMSTPICTION DEGAIs , BY RACING A SCl1EDM OR TRAP IN Tm FIRST EXIS72NG MRNEIE OM"rp LW aF RE MIECT(ON. IT BOLL K THE L12NTAKTOi'S ME90618ILIYV TO NSINTAD THIS SOEEN OR TRAP NAIL THE NEW SYSTEM IS PLACED IN SERVICE NC TMEN 10 REMOVE IT. ANY COSTRWrIOw OWIS ONICN ENTER THE EXISTING OONMSTMEAM SYSTEM. BALL EE MOM r THE CONTRACTOR AT Nis EXPENSE. NO M rK SATIYACTION or THE ENGhEER. "MEN TIE FIRST NA*QE 15 SET, IT'S OITLET 9OLL Y PllfMlldD UNTIL ACCEPTANVE SY 7H EICNEER. 7.17.)(4)1 TQEVISION jWPtCTION (3tPVUXNTK ON' tlE TELEV1510N INSPECTION NAS MEN COMPLETED THE CONTACTOR LOLL 91ANIT TO TK ENGINES THE ' ' WRITTEN RAMPTS O M IMMMCTIOV PLUS M VIOEO TARS, SAID VIDEO TAPES ARE t0 I IN C0.pR NC.COFATIBLE "IN THE CITY'$ VIEWING AND RE W,NG SYSTEKS.TNE CITY SYSTEM 4CCwrS 112• WILE MID. OENS.ITY VMS TAPES. THE TARS WILL K KM 47 STNEANAD SPED SP (1 SV26 7-11.4 MEA9SJ g 'AAAT1Ay ROk ACE)EMT ZCTION) REPLACE PNRAMAPM A "ITN: ' C CAVA'ION O THE SEVEN TRENCH RILL K MEASVED NE SAME AS STIW,ETUE EXCAVATION CLASS 8 AS VMIFIIID IN =.ION 2.09. Not MEALIEIOET d GAMl RW OAVIy FOR TRpGM MCTO1ll WILL EE 8Y M 1I►N, IN ACLOIEAWCE WIN 'POTION 1-""' OR EV TIE CALCLEAtlaN IF NEAT LINES BASED ON ANtIKAN TME)CIN "107N PER SEC71DN =- 09.A US'% A CONEPSIOR FACTOR O 1.5 TOM PER LY.MIC YARD, ONICMEIEW IS LESS. SARPIwwtAl Swi/icstims (RAY 09/OL186) PWDA 36 • 7-17,3 MY1�1(I (MNTIAL RERAI10EN7 f.CTtON ' W%= 1101 1 THEO" P r'AAOTAPN 1 VITA: 1. •__LMUry Iowa ►SAW', PWr LEmWAr foot 3. • ')t�' TOGS' PWf ERM 3, 'T.V. lm*Wtlo ' PIT LJp SI A. •ERIM " GTWAI Pg Trwv+ RApflll', Pfr Tor IRACE PARAEEIAN 2 WITH; M UMIT CWVPAC'T PRICE POT LINEAR fOUT FOP SE1E7T ►IK Or M NIIO AO $12 SPECIFIED *WL ! FLEL COPENSATION POT STRLCrJV ETAVATIO+, 7E07ERING, MCWIL PG. ril►t 5HING, OWALM 4O ASSEMLIIG IN PLRCE M C:MLETTV INSTALLATION INCLUDING ALL SPECIAL FITI M65, JOINT MAtERIALS, TE5114C PER SECTION 7-l7,ll Al AND AOJ,WMW OF tN2EATS To WRQES fa M COPLETION or M INSTALLAIIOT TO M REWIR11)L1NFS 4*OLAOES. OE m PARAp1A45 3 N,a A 7-13 TMN04 ►AVDOtt PAT04M (MEW SE[TIEN) 7-1E11 DESCRIPTION IS VM SHALL CONSIST O M PATCKIC OF VAR1O6 TYPES Or PAVDENT QITS. 14 PEWMOKE (Y WI'.. ➢ALL E IN ACCDIOANCE WlT M FEWIRD404I5 OUTLINED HVl! rD AO AS ➢MOWN ON M S7WAK. OPARtNGS. ?--19.: IATOTIALS FATERIA.S 94ALL MEET M TEWIPOENTS OF M rOLLOW1NG SECTIONS: &ITOM1NOJS RWACL TWTNENT ...... Y02 AS ALT CONCRETE PAVOENt ...... 3-04 CESO47 COMTE PAVDENT 5-03 Clow NO MOTO5 .. E-OA CDENT CONCRETE SIOEWALKS ...... E-lA 7-0.3 CONSTNCTIM DETAILS 7-io.)W GETEPK PAYENENT PAM41NG 9ALL IS SCHC)LkEO TO ACCWVJATE M 000005 O TNVTIC ,Yj.. SMALL TIE PIRTL K, AS WIO.r AS POS.ST&A tO P"IDE NAAIIWM SAFETY ANO CO44AIENCE TO F1ILIC TRAYEL. 14 PLACING NO COPACTION Or THE TROCH EAOVILL, M 00040ATION AND CDOWT1ON OF THE SIBGR DL, APO M PLACING AND CO PkTION J M C14r7E0 SUTFACltC 9W.L K 1N CC9/ 40 WIN M RWtKMNTS OF M VARIOUS VOLICAILE SECTIONS O MSE VECIr ECAT1OAS. ■FOE TIE PATCH 15 C06/gCTED ALI. PAVLtNT CUTS WALL BE tRED 50 tWiT THE TWOI"k LINES Or TK PATCH WILL fOM A IECTAGLf VITN STRAIGHT ELGES NO YnTIOHL rACES. THE J; 0r A COCAM SAW ' DIALL NE F"11HED UNLESS EACEPTED tN M 91EC1A, FROVISIOLS OT ET M 9GIN". COMTE LOP,' 101 PATCHES ➢ALL SE CLASS •1, (314) • 3 OAY NIA, MINC COFR►O AS %vtC1rlE0 IN SECTION 5.03.3(131 SHALL t PLACED ON M COEAETtt 109ZIATIII MTO r1N19UING. WO'EA $104. W MICACES, LtOTrS 410 OT4Vt WNWMITG DEVICES. AS NAY IS 4-OWM n M EIGlNEEA, 94ALL 1E MAINTAINED KL 2A HORS 0, M (LAY WIL THE PATCH IS COPLETED NO WXY SPOT TRAFic. SW01WArul SDM'lf(cKl" - (ArT 09i011w PAP 37 L-1E.J(II N" 19iER MV[IORc 1 AF70 M S IPja Fa M PASM "AS NON COPACTED 40 CONSTRUCTED TO LINE AW MACE, Mt WL f LUM741E h+O[DT PATCH SIMLL K RBI®, CO.ACTED AM STMn OFF TD M DMD[ OF�T PAVpON IN AMTOMM WIN THEPOtTINDU SOVIOS O' SECTION 3-03. R9IQAIN NE RAM' JOINTS SUIT K RACE AI EDGED 1BEPE DIRECTED. DE SMACE IIALL K FIW94M AND PUM WIN A Flm1 RHI. M1ROVED PIA- 000UM SOLL K RACED ON NE FINISED COO" 104EDIATUY AFTER , FINISHING. 1-18.3(!; - PAYOCNT RSl1IFACLD IiN ASTW T 3TTEE'S AHICN HAV7 a GJD TYPE NVENENrS RESMACED WI7N OH M STAI0N1p . - -t, Ot AS WMPMIS[ SPECIFIED, M >W T C91fJ1ETE SPRALL K PA1pW AS SWIM M PAI1JH BULL LIM O43" TO ACE K M mO(f I0)E'IER POITtON (X , OF NE PATCH. BUSH 41 NCMNA, Ill K. �'ONIPED. JOINTS 9H�RRACM If DITAL7�T®!Y EMOINEEA. MAIHL SHALL K ACTSMlSN ■ > SS-1 OLLSION CUT BACK WITH MRW AS DIRECTED EV M OOINKR. Ag%kT CONCRETE J', -11TUHIWLS PLANT NIX BOLL NOT BE PLACID UNTIL M DAY ArTEA THE CEMENT 1 CONOETE NAS Kb - LED, UNLESS OMCIMISC pEWITTED BY M EK1NW. M E11a5 Q M EXISTING A9AHALT PA1QplT! 9O CASTINGS BULL C- PAINTED ITN HOT Al WILT INNEDIATELV OOE RACING AY%%T PATOHIA VENIAL. THE ILSRNALT COMTE PAVOENT SM YEN LL T K RACED, LEVELED, AND THE 1 COIACTED TO COI NeN TO NE ADJACENT PAVED %MACE, 10MIATELV TRENFAF", ALL JOINTS KTWEEN NNE N0N ADO ORIGINAL .PNULT PAVOEN' SHALL K PAINTED WITH HOT ASPHALT OR ASPI9LLT 04LSION AND K COVERED RITN D. •.AWING SRO BRINE M ASPHALT SRIDIFI[S. 1 7-18.!(A` ASi.J." LM'M*[ STIEF:T3 ON WPK�u �.v AFTER T>f SUNKMADC AS BEEN AWPARED AS SNOW ON OE SYMCM WANING, OR AS DIRECTED BY ICE i ENGINEER. ApNALT COMTE RAVEJENT CLASS B Opt GLM F gWLL K RACED TO A TIC OF NE WNALT PAVOENT DIPTN, OR TO A MINTKN OF IND (7) IPOES, MOCKVFR dTM AI COMPACTED IN THE WAIM VIECIFIED IN SECTION 7-1,J( IS THE GREATER, 1 -18,J(SJ OIL POT STR[ET M EXISTING OIL HAT SHALL K LNiFOeEY TWINED 10 A STRAIGW LINE. AFTER THE SLBCAADE HAS KEN 1 AEPNED AS SWWNT ION ON THE ST`WVW DRAWING, OR AS DIRECTED By THE O41INEER, A NINIMM 0, TWO t2) PECIFIED IN SECT PAVEIEAHT _ASS B SHALL K PLACED AW COPLETED IN THE SANE kNi EA AS 1 1e.n n. 7-1B.J(6) IKIOCNTAL Now ALL INCIDENTAL WORE AS REIXIIM TO CO LETF THE PATpQNG OF STREET kWACES AS SSCIFIED, INCLUDING JOINTS "M REQUIRED, SHALL K CONSIW� AS INCIDENTAL TO NEPATOONG AM NE COSTS TN[fEOF SHALL K INCLUDED 1N M ITEMS, FOt WNIOH PAnENT IS "MIOED. ' 7-IBA Nt&%ACWNT PAYNNT FOR PAVO(NT PATLHINC WILL ONLY K MALl FOR HATERIALS USED WITNIN THE NEAT LINES 1 (Opt` 1 FOOT ON EInEA SIDE OF THE NNXINIM TRE1pH WIDTN U VILIFIED IN SECTION I-09.A, NEASANOENT R0 PAVNENT FOR MSHED ROCK SHALL K AS MYEAED IN OTHER KCTI(BLS OF N1S DOCUI.N', , SLpOI~t4I Sw17icRtlmA (RAv 09/01/56) P" 36 1-1I.5 PAVHENT PAWOIT WILL BE YOU MA EACH ? THE FIXOMING BID ITD6 AS AM INCALMD IN THE PHWpOS&, NO PAVWNT WILL IK TM l►OCA: 1. NMnM MA SIRACI TTEA1400. F0T PAVDOR PAT041WG - 1Ol SG. VD. S. MCDW CMAD" CLASS, F(M PAVDENT PATCHING. • M CI. VO. S. 'COOK OXXTI CLASS, "M PAVEMENT PATCHING • PEA SO. VD, ' A. PAl1MLT Alt CLASS, FOR PAVDENT PATCHING PIA MN. S. -MP4AT MMMU CLASS, FCt PAVDENT PATCHING PIA SG. VO. UOI WINE Q M AWK IS INCLUDED IN THE PROPOSAL, ►AVDENI PATCHING SNAu. BE COWOIK0 MIMOAL TOM MXCT NO THE CMIS AEKLV 9ftL K IMMLOM IN THE ITEMS FOR MUM PA"CNT IS PIDVIDED. 1 1 1 S.ppiHnP.tQ 5pclTle9tlmf (Mv 09/01/I6) Pop 39 otvlstm e i faux mmts CONSTRICTION 64M CtRBS. WTTOR, SPILLWAYS AM INLETS i WA.)(1) (SIOIT GOCRrrE L\MS (iJI1G5 AT0 WILL.RY PAFRTIAL REPLA'ET I7 r IN, i OWN-AM PARAGRAPH 1 W114: QMEMT CtONCETE CURp, CM AND MMEA, OUrTEA 00 SPILLWAY 94ILL t CMGTIECTfD WIT, AIR , LN'TRAINED COiCKTE CLASS a SPECIFIED M M STAFONID PLANS AM MWC KING TO TIE REWIRENENTS O SECTION 6-02. LXCIV. THAT CLASS A MIX 91ALL SE USED IN ALL DEMESSED CUBS FOR OAIVE WAY SECTIONS. IN PARAOA/N 6, LASI SENTENCE DELETE; 'CLASS S' i E-OA.A %ASIMEMT (9PPI gpTA Perm,..) , TIE EXtRA DEPTH Of CUB AND ORTEA, AM TIE 3-MY NIX REWIRED ACROSS DRIVEWAY KCTT- AS SOWN ON TIE SIARpAFp PLANS, 9RALL WA COI6f00ED INCIDENTAL 000 NO ADOITIO,AL PAYNW 9 .. S WADC, i 6-07 PRECAST TRAFFIC CUB AND LOON rWTIC CN b07.1 DESCAIPTIO, (FV%ACDEN7 T Ttr1 i THE CONTRACTOR SHALL RINNISN AND INSTALL PRECAST TRAFFIC CUB AND L" TRAFFIC CUB OF TI[ DESIGN ,AND TYPE SPECIFIED IN THE FLANS, TIE CURB RILL s INSTALLED IN ACCOROq[E wITN TNESE SPEC1rICATIOIS AND PEA THE CITY OF RENTON STANDW PLANS AT THE LOCATIOlS INDICATED IN ",NE PLANS ON AS 1UPECrop EY TIE ENOIAEDR. 11.O1 S PAYIdT IIVYAtRW TIOi) PAHpB 94ALL t MApE BY THE FRLOWING: , (l) "PrOcut Traffic Quo, Type A' per lin. rt. t2± Rretest traffic Curb, Type C' per lLn, n. (S) 'EloCk Traffic CYrb, Typ. A. Per lin, n, i (A) 'E10Ck Traffic Cup, Type C. per lin. pt. E-06 PLASTIC TRAFFIC wrtONS 1i E-0E 1 DESCRIPTION (KEPI, ENENT SECTION± TTE CONTRACTOR 94ILL FURNISH AF0 INSTALL WHITE OR YELLOW PLASTIC TRAF'rIC WTTOLS WENT 94 ON rNE i PLANS, ON MERE EN DIRECTED BY TIE GINEER. kQ0 2 MATERIAL5 (W"QoTAL ACTION) i TIE PLASTIC TRAFFIC WTTONS 9WLL CW M TO APPLICABLE 0"151OWb OF SECTIONS 5-06 GM 9-20, E-W.) LT)STRICT1pN R[W IRDEMS f us Four. -'i TE PLASTIC TRAFFIC WITOS 94ALL Y ATTAC EO TO THE PAVE ENT MY ONE OF rtE FOLLOWING, ' 1. m Qinp TAcN Cwt or Npt FLvInp ASpWelt W, PAMMWt Surf" BIp NirWIt— y pnsslnp the outtm, 2. Plulry "*&I" (epp.Y) m pevwent ourNAn Otl DroWsinp the 'ANttm mto 11. ' Supplemental swillcKime (Rw 09/01/86) Pepe 40 pp ' 1:&4 1EASUID04_(S[YLAlycrrt y,[r ta. tIEARFAM NT WILL E BY M WIT, CORE!E IN RAC(. MOBS PAYIp/i (AVV4900T SECTION! PAYIENT SMALL E BY M F(ILLORING; 111 '11' PIYRIC TrH'lC Button, color, mr N. 8-0. LAZE RA18m15 MOP,A W_ALPWME (AEPLACOEM SECTION) ' IEA9MAW WILL BE LANE MARER, TIPS I MNO TYPE II BY M WIT COrLM IN PLACI. 0-09.5 PAREMT (WLACOJENT SECTION) MMEN7 SWILL E P M FO,LORING: (1) '4' LAZE LIE MAIM. TYPE 1. RNitA' Per E4 (2) 'A' LAME LINE NANER, TYPE 1I, COLOR(5)- PAr Eecn 8-11 W0414T CABS 8-0.) C016TAUCTION REWIREPNTS (MRTIAL WM AC04INT ZCTION) DACE PARAFJBIM 4 VIM; M M1MIENT RILL SE FUHISIED MC SET BY TIE CONTRACTOR U81EA M DIRECT SIRERYIS:OR O TK CITIES SPYCYOR. MEN T1E CDNTMCT INCLLMS COrtMCTOR SUPL1E0 904YDC, TW CONTRACTORS WKYOR SMALL SF r M STRAOOLE POINTS FROR MNICN M CONTRACTOR WALL SET M M4MT, IN ALL CASES M , T1E5 ' SWYEYDR WALL SET THE PUICN OR TACK IN M NOUEM, B-13.3 PRYIENT (StPRDENTAL SECTION) ' THE MOAAENT WILL ALSO BE %Ji LIED MO RACED 45 PRAT OF '4OAAENT, WM ENT-CASE ABC Cum ,v ALL 40N41 1N %A1 LYIMG SAID WN-MMT WALL E CONSIDERED MIDENTAL TD 1NIS ITEM. ' 8-14 FDENT OOLIETE SIDE ARA S ' 8-14 2 MATER1465 tPAP%k KnRM'EMENT 5E'iIW) DELETE PARADRAgN 2 0-1�SA) CUIlIC (PARTIAL EPLACEMENT SECTION` REPLACE PAPAWA44 I el TN: M CDCKTt SIDEMLll SWILL E CURED FOR At LEAST 72 HCRM AS SPECIFIED IN 8-08.5(1))8 OR AS MPROYED BY M OCINEEA, DURING TIE MRIM0 PERIOD. ALL TRAFFIC, BOrN PEDESAIAN ANC YENICMAR, WALL E EACLWM. V0410A R TRAFFIC SMALL E E4CLUED FOR SIGN ADDITIONAL T11E A5 M OIGINQM 1AY DIRECT, Wpp1MAAntA1 SOPCIf1cauto, (RAY O9101/56) PRBA 41 410 RIPRA' ' B-IM IEAAI0 w (PARTIAL KN92[NT v�.•al t RIPLAQ PAROXAPH 2 WITH: HAD PLACED RIP RAP WILL E MEA41rD BY tK TON 7 RIP RAP KTALLT PLACED 00 ACCMEC. , RElLALS PARAGRAPH S WITH: FILM OANO WILL E MEASURED E THE TON FDA MATERIAL KTAALLY FLARED AD ACCEPTED. l 1S.S PATENT (PARTIA%RinjgR,E ECTION) , PARAGRAPH 1 REPLACE IT06 N AD 7 WITH: , S. 04" PISCW0 Ala AND*. OR Tan 7. -Filar BIAWWt- per Tan RERACE PPWA(EIARM S WITH: ' THE UNIT COITPACT PRICE PER TON rM -FILTER BLANAET- STALL E FILL COEV6AtION FOR ALL COSTS 1% CONNECTION WIN FI/W19ONG AND PLACIME A r4TER BLAWQ7. 9-10 1LLUN1MATIIN, TRAFFIC SIGNAL SYSTD6 PAD ELECTRICAL B-'0 S(2l EXCAVATING ANC SACMTILLIFC RERACEIENT ECTIONI , THE CONTRACTOR 94ALL 9PPLv TRDCN WITHIN THE UNIT rIDTILS AID TO THE 9.[CIF:o DEPTHS AT 71E t LOCATIONS INDICATED ON '.ME CONTRACT PLANS DR AS DIRECTED P THE ENGINEER. ALL TRENCHES 91fti BE YCUILLED IN A('COIMN,'E WITH M APPLICABLE PORTIOC OF THE STANDARD SPECIEICA710G. TRDENING FOR COONT RIMS 911LL E DOE 1N A FEAT NMNER WIN T[ MpL1H ■EFTON GRADED TO PROVIDE A INIFON LADE. NO "M STALL E COVERED UNTIL IT HAS Ed EXAMINED BY IRE ENGINEER. BADEILL HATERIAL USED FOR FILL AROUND AND DVEA THIS CODU17 SYSTd 91ALL E MEE OF ROCKS GREATER THAN TID INCHES IN 0I0*E10 TO A DEPTH ar SIX INCHES ABOVE THE CONDUIT. , TRO04 WITHIN THE ROADWAY AREA SMALL USE SELECT TENCH NUONFILL AD SMALL 0361ST OF MATERIAL AS INDICATED IN THE SPECIAL PWVISIONS AD SCHEDULE OF PRICES. THE SOACE AND QUALITY OF THE MATERIAL ' 94ALL E SEBLIECT TO APPROVAL BY THE ENGINEER. TRENCH BACITILL WITHIN THE SIOEWALA AREA CAN E MOM WITH ACCEPTABLE MATERIALS F100 THE EXCAVATION 00 DOLL E CONSIDERED A NECESSARY PART OF AND INCIDENTAL TOM EV-AVATION IN ACCORDANCE WIN THE S744DNU SPECIV ICATIOS. M CITY RESERVES THE RIGHT TO NWE A102t1ONS R DELETION TO TIE T/pCN NOON PROVE NECESSARY FOR THE CO PLETION OF T415 , PvKMCT. ENE NININN WIDTH FOR THE TRENCH NEEDED WILL BEAT TAt 01PINA OF THECONTRACTOR. TTEICH WIDTH , WILL, HOWEVER, E OF lOtICIDNT SIZE m THAT ALL E T{111MM M CODUIT CAN E INSTALLED WITHIN TIE OPTMS SPECIFIED WHILE MAIINTAININC THE MININN COMER. 5-20.5W FOADATIOS . COpETE (RETLACENNI SECTION) , TE CONTRACTOR BALL PR,`V1Q ALL MATERIAL FOR AD CO6tkCT THE FOUNDATIONS FOR AD TC THE DTENSIOS SP[CIfitD EN TABLE 1 BELOW. THE ACOR BOLTS 9ALL 10104 THAT OF THE DEVICE 70 E ' INSTALLED THEREON. ALL EXCESS MATERIALS 0% TO E IEAENn F" M FOUNDATION CONSTRUCTION SITE AU DISPO°ED OF A' , THE CONTRACTOR-S EAaD6E. CONCRETE 94ALL E PLACED AGAINST UDISTUM EARN IF POSSIBLE. WOE PLACING THE CMVWTE TIE CONTRACTOR SALL BLDCM-OR AROOD ANY OTM UADDKAPD UTILITIES TAT LIE IN M EXCAVATED BASE , SD THAT THE CONCRETE WILL NOT AGEW 10 NE UITILITY LEE. CONCRETE FOWDATI06 SHALL E TROIELEC, SpplmM+al swifl[AtiaNN ' (MPv E/Ol/po) pope 42 ML&M. DWED AID FENISHM IN A WONANLHI►{ wReEA. M NCETE &A%LL E NQITLY CUPPED FROM M EAPOSM PORTION OF THE ANCHOR BILIS 40 COQAIT AFTQ PLACEMENT. r0ADA1101 ML ALL E CLASS Y' ODNOETE. AFTER A CLAM PERIOD OF TWO W AKS, THE CONTRACTOR RAH INSTALL T( MARICAS,E DEVICE ' THEREON. TALE 1 TYPE or DEVICE DIWD451045 Sttaet LIMt role A' OM . )' Sq. of DIN. Ural Pale 1' Om . )' S0. ar Dia. ' SITAL Cmtfcllef Sea Detail Sheet Street LIaIt CmtMl CaDlnat Sw Detail Shoot Special Base Sae stall Shoat ' AL:. CONCRETE I0.61DATI06 SAL, E COSt%CTED IN rE 00000 SPECIFIED ELON: 1) MERE SIUEWALN OR RAISED ISLANDS ARE TO E CONSTRICTED AS A PART O THIS PRO.EC7, THE TOP OF M FOADATIOH SAL E NAUE RUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL low) 2) WHERE NO SIDEWALKS ARE TO E INISTAUED, M GHACE FOR THE TOP OF THE FTAADATIO/ SHALL E AS ' SPECIFIED BY THE DG.HEEA. (¢E DETAIL SQ:T) ALL CONCRETE FOLMAYIOaS 9wL. E LOCATED AS PER STATIO M CN THE ►LAS OR AS LOCATED BY M ENGINEER IN THE FIELD. 6-2000) CONDOIT (RRACDENT SECTION) ' THE CONRACTOR SMLL PRDVIOE AID INSTAL„ ALL COM"IT APO NECESSARY' FITTINM If THE LOCATIONS NDTLV ON THE PLANS. MNUUIT SIZE SMALL E AS INDICATC ON M WIRING MD CODull SOCOLLE SHOWN ON PLANS, OMMIT TO E PROVIDED AND INSTALLED SHALL E Q NE TYPE INDICATED FLOW: 11 SOEDLLE 40 HEAVY WALL P,v,C, CONFOMINO TO WM STMOMD5 "*i L 1A JSM WHENEVER THE CODUIT IS TO E PLACED OTHER THMN ■1TH1N rE WORMY AMA. 2) SOEOLE E0 EXTRA HEAVY WALL P.V.C. COPONINC TO 451N SIA/MIOS SHALL E USED MEN THE CCMuIT 15 TO E PLACED WITHIN THE R0AWV AEA. ALL JOINTS BALL E wAOE WITH STRICT C,WLIA/CE TO TE KWACTAER•S RECOWCDATIOS REGARDING CDEN.T USED AD ENVIROPENTAL CODlTfdd. ' $-20.)(6) .XKT:ON BOBS (REPLACEMENT XCTiONI ' THE CONTRACTOR BALL. PMVIOE AID INSTALL "CTSOV BOBS OF THE TYPE AND SI.E AT THE LOCATIONS SPECIFIED IN THE PLANS AND AS PER DETAIL SHEETS. THE INSCRIPTION ON THE COVERS OF A'l ]ACTION BORES BALL E AS INDICATE* ELMO: 0 STREET "WINO O L,: -LIORITG• 2) SIGNAL OaVt -SIGNALS. ' )) TRAFFIC SIGAL AND STREET LIONTIND: •TS1T" A) TtLEETWT ONLY: •TELEI(TRY" 1 INSCRIPTIONS ON 3MTION BOSS PDFOeRING TIE SAME RKTION, I.E. STREET LIOHTINC, TRAFTIO SIGNAL, OR BOTH. SALL E CONSISTENT THADkUW TIE PR0.IECT. S.. Iomenta: Speciticetlms (IVY 09/01V66) Pepe 43 �10.Ulf} owllf!!D , !L AXrjO" W`E3 SINALL BE INSTALIm IN COKOMAIC( WITH PMVISIM CONTAINED IN M STNOMD ' PU" AM DETAIL SHMS. M IMII ION PRICE PER EUpI FOR -=IN B• OI •OESION C• LE/fON S1KL SE AIAL ' C014)6ATION FOR YSAIESNING SM AID FOR ALL COSTS OF LABOR, MATERIAL, M", AIO EBUINENT IEIE3SMV t0 PVWIOf .WO Z47ALL LNE AACTION OORItoS INCLUDING OCAVATION, 10WILLING I CQOWT1ON ALL IN 4=80MCE MN RAMS, SPECIFICATIONS NO OETAiL SHMS. EN-3 9) GEMMING CNVIMAeVT SECTION) , ALL STRIEV LLCM STANDOMS, SIOfIL POLES, SIGNAL CO(MILLER CAIIWETS AN) SIOYIL/LIDNTING CABINETS SWAT SE SERVICE ' TH A M#6 TO A CDPEfU CLAD SO 10 METALLIC Waf RID s/B• IN OIANETEP . 4,0• IN LOGINLOGINCOMPLETE A[M 4 BANE C7141 BONDING STRAP LOCATED IN THE MEAMST 3ACTION BOA. DRRN NDS ARE CONSIDEREDNiSCELLARtOLA ITEMS AND M CMT Is TO SE INCLUDED WITH M SYSTEM OR COOLCTOIS. h20 )(10) A]IVICE lRE 4CMNT 5[ ON TNBE TYRES OF POWER SERVICE ARE USED AS INDICATED SELOW: 1) TTPE RA,Y)I SIM SHALL BE SINGE MASE 120 VOLT. 2 VIVE, 60 CYCLE A.C. (TWAFTIC SIGW SERVIM , 2) TVPE Zl, SYST04 SWLL BE S1NDLE PHASE 240 VIXT, 2 VIM, 60 CYCLE 4.C. (SHEET LIGHTING N'A. COTACtOR, INDMDUAL CONTR(LLM PMGM-CELL WIN ND NEUTRAL WIRE) )) TYPE III SYSTEM SMLL BE SINGLE PIVLSE 120/240 VOLT, T WIRE 60 CYCLE A.C. (STREET LIDHTIIC ' CO/TACTOR/TWrIC SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SAL.L BE AS NOTED ON INC PLN6 AND SILALL SE WIIFIED BY M ELtrMlCAL ' SERVICING UTILITY, ILLUMINATION M (SMQOVTAL SECTION) tPoER SLUM CONDI.CtORS FOR M STREET LIGtTM CIRCUIT WL N STMAIPM COPPER, TIN (MADE W:•,. 600 VOLT INSULATION O THE SIZE NOTED ON M INNS AIO WIRING SC)EDI.1.[. SPLICING OF M STREET LIONI,NG CIRCUIT WILL SE WZE QKY IN OJCTSON SAES NO M SPLICE NIT SMALL CONSIST I/ A RESSLRC TYPE DEVICE VIOL M CONNECTION O M WIRE TOM KIT 15 ACHIEVED B' CRIPINS ON IY A C04MESS10N BOLT. NO TWIST ON TYPE CONNECTORS 94ALL BE ALLOWED. AFTER NE Kt' HAS SEEN INSTALLED, ALL UPOSED }VICES CIF MINE NO MIT 91ALL SE PLAM IN A GEAR PLASTIC raw 00 FILLED vIN [PDRY TO FORM A WATER-TIONT SEAL. MRTEVIAL USED FOR THE SPLICE NIT SMALL BE COMPATIBLE WITH M RARE w17ERIAL. TWO GUION OISCWtCT KITS, S.C,C. ON EQUAL, SHALL BE PURMISK^ NO INSTALLED. WIN nMS, BY M OP CONTRACt FDA EALM LUG' S`NOMD INSTALLED. ALL MATERIALS HkL BE CGOATIR.E WITH M COPPER C N LrTMS NO ITS INSULATION, M CONTRACTOR S441-L SAVAl- SAMRfS OF M CONNECTORS PROPM FOR US( TO M ENGINEER FDA APMgVAL kn )110)A LIDO STANDVOS IMp NT SUCTION) NE NAW NOLE 94kL BE L2'ATED AT " DEIPEES TO M DAVIT ARM ON M RIDE AMY I SIY, PION TRN'F1C. , DOMING LUG OR NUT LL BE PROVIDED IN MAW H HOLE ERN INE OR ACE M NNO ON r PROVE O. [INSIDE M POLE SEW TO ATTACH A WOM BONDING STRW. ALL POLES AND DAVIT ARMS SMALL BE DESIGED M SUIPOII A LUMINRIPE NFTONT O 30 LIS. ON MORE AND •C 'WITNStAND NESSAES CAUSED Br WIND LG105 OF BS M.P.H. PIN OUST FACTOR OF 1.). ALL ROLES SHALL NA1NTAIN A MIN1wM SAFETY FACTOR or 4,3g P.S.I. ON YIELD SW404M OF WEIGHT LOAC NO 2.)) P.S.I. FDA BASIC WIND PSESSIIE. S,AXIlowtAI SPVC IFtcfttaM r (PAY 09/01/B6) PABN u �q.)IUM CO/TINED �AY_F._AL4 M Owl STYLE AA. "" IFCOVORATE A 5.9• RADIUS Ono AS NEASAI01 FROM m CbRoula: O THE DWI. THE OJMA PORTION Q THE A H SMLL K WAKY NDAIEONTAL TO .2'WM HDAIZONIAL AO 94ALL K FIAMISED WITH A 2^ DIAKTEA 2,10r1TM I M A NAAINM LOOTH OF B INCHES TO FIT INS LUNINFIRE SPECIFIED. THE PRE END OF TIE DAVIT ARM 711E 94ALL E FASTDED MELUELY TO }IE rap O THE SMFT PRODCI NG A rt.UFH Me WITH AM EVEN"Wr ILE. ' Alva BAY A Of PIECE Afl1O1 BAY IF ADEOMTI STREF6TN, 96VE AND SIZE BALL K YCL= TO THE LOIEA 00 OF THE EMIT SO THAT M BAY AMLL K CAPABLE OF RESISTING AT ITS YIELD POSHT M KN01AG ' N]EHT OF THE SW AT ITS YIELD PO:NT, THE BASE SNALL K NOVIOED WITH FOUR ILOTIED OR ADAp HQES TO RECEIVE TIC ANHDA ARTS. 'LIT COVDLS SMALL K PROVIDED WITH EACH PRE. AOp yxTS FOUNT HIGH STRDOM STEEL A00 BOLTS, EACH FITYU WITH TARO NEYNITS AO TI I WASHERS. SHALL K FUINf9ED WITH THE PRE. EACH ANCHOR AqT 9MLL HAVE A A- +L• WO At THE BOT7OH END AO K THREADED At THE TOP 00. THREADED ENDS, ALL NITS All IA9ER5 9MLL K HOT DIP GkvMLII.O. '1E MCKA BOLTS SWLL K CIMAALE R RESISTING AT ITS YIELD POINT THE K7DING NOENT OF THE SHAFt AT ITS YIELD POINT. RI5CDLLAK2a MMOPME ALL HAMNNIE ("I tS, N.TS, ""S, Wk%'C%, ETC.l NEEDED TO COPLETE THE INSTALLATION 9MLL RE STAINLESS STEEL. 1.0. (IOEN7tFICATION FDA FRE51 M CONTRACTOR SHALL 9F0.Y AND INSTALL A COMBINATION OF A-DIGITS M0 ONE LETTER ON EACH POLE, 109TW0 INDl VI(AML LUMtAAIRE OR SI(AIAL POLE MIN LUKINAIR. THE LETTER AND MARRS WeINAt1ON ' SHALL K MIMED At TIE 15 FOOT LEVEL O7 THE PRE FACING AAMON'NIMG TRAFFIC. LRENDS SMLL K YALED WITH TRANSPARENT FILM, RESISTANT TO 0147, WEATMEN AND ILUOtAv1RET EVOSLRE. THE DECAL HARKS 9W.L K 5 EACH SDLAIIE WITH GOTHIC GOLD, WHITE IEFLECTORIZEC 2 INCH LE(iW ON A BLAEM WCAG RWO. THE I.O. HAIQR III L K ASSIOED TO EACH PRE AT THE END OF THE CORTRACT On PROUECI CY T1f CITY V401C ENGINEFR.NG OFFICE. ' COST FOR THE DECALS 94... K OA,LWED INDIMTAL TO THE CONTRNH:T BID. LIGHT 57000105 SOU K SPUN ALLMINM DAV17 STYLE AND WLLL MEET W R"lt RETAIL REWMAVNTS INDICATED KLON 40 THE OVAIL SALTS AT THE ENO OF THEY SPECIFICATIONS. THE POLE SHAFT SWL K PROVIDED WITH A A` . A" ROAM AFRO ROLE NEAR THE BASE AND A AATCHUC KTAL COVER SMWD WITH STAINLESS STEEL SIRENS OR BUTTS. ' ALL TOOiS W" K FACTORY IKIALLM AND KL WELDING 94ALL ` CONPUTED Pg10R TD GALVANIZING. ALL SIGNAL PULE FOUNDATIONS 91ALL SE CL7N5TRLCTEO TO PROVIDE TIE POLE ORIEMATI(N4 NOTED 14 TM ' PLANS. THE PULE 9WL K 40"T O FDA RUB AFtS ALL NEEDED SIONL EUPKNT HAS KFN INSTALLED HERON. AFTER THE PRE IS 0.WED M SNACE KTWEEN THE CONCRETE FOUNDATION AD THE BOITON OF THE PRE RASE RARE 101A4.L K FILLED WITH A DRY POD( 4DRTM =)l AND TRORLED TO A SON FINISH COFOIONG TO THE CONTOM OF THE POLE BAY PLATE. DRAY ." MORTAR MELT SHALL COLSI-1 OF A 115 MIATL/E OF POR%ANO CDNEw- 40 FINE SAND W17M .RUST ENOUnH PAID 50 THAI TIC MISTIME 01" SIICR TOYT/EA ON BEIM MtDO INTO A BALL W HAD, 40 W16L NOT ESLM NIISTL AE MEN SO PORUSEO. A ONE NMLF DOH DRAIN HOLE 94ALL K LEFT IN THE AOTTOM OF THE ' NOWT MOO AS SHOWN ON THE STMOMU MAIL. S,4)01~tll SNNCIFt"U" (Mv 09/01/All PABA 45 ",E(14) SIOAL SYSTEMS .i.$iM1QR2NTK 7CCTIONI ALL SIOYK CDEMCTO43 SMNL K STROM C@PER AND SALL NAVE 600 VOLT IN DFLAT BE IONSIRS NOTED D" TNt PLANS, ALL NLTI-03acrMS AAE7 FM M SIIIPL SYSTEM DOLL r To OF TAE DIVISION M-b.D MD SMALL K O' M Slas NOTED GN M SIGNAL WISING SO®LLE ANG WIRING 01AtANW. 'Al STROM WIRES TERMINATED AT A TEMINAL rOLR go" MAYE AN MEIN ED CHIMP STYLE SODS DIAGRAM ESS 'EMIMAL CONNECTOR' ANG ALL SRlo WIRES TEMUNATED At A TERMINAL MLOOt SNl NAVE W OPEN END SMWa TERMINAL COMECTOR. ALL TERMINALS SELL K 106TALLED WITH A TOM OMGNDD FDA M INSTALLATION W M CORECT TYPE OF CONNECTOR ANG CRIMPING WITH PLIERS, WIRE CLRTELS, ETC„ WILL NOT L ALAT, D.GLEAM ALL WIAING INSIDE M ON. AXLER CABINET 94kL K TRIMMED RD CALLED TO;ETN" TO AMMO A NEAT, ESS O APPEARING IICATED ON T NG SLICING O' ARV TWriC S'GAL CODLCTOR SAL, K 0941'KIATIED PILES$ OTIERMINA 1BOACATm ON M SM ALL DISOXTIM RM 91KL K ATTACH TO AFMRWRIAI[ SIDNK 'EM1NA ABMES WIITN FNMEg9pE THE SINGING POSTS. M ONLY atl IONS SAL., BE TW sR10ES FOR WTICTIA LOWS ATM NEAREST 3JMCTION BOX TO THE LOWS. 6-10.3(14)D AGSM rW INDUCTION Lnn.3 ANG L r .W N M CLMTRACTOR 9Nkl KEEP RECOOS OF FIELD TESTING AND SHALL FUMISH M ENGINEER WITH A COPY OF M RESLLTS. 8-20.)(lA)E S1WK STANGNOS r `�1 M CWTRKTGR SAKL FLIMISH MD INSTALL TRAFFIC SIGNAL STANDARDS IN ACMPCft ,'E WITH M METWOS I AND NArERIAL3 NOTED IN M CONTP ACT PLANS NO ITESE VECIrICATIOMS. ALL POLE O164Dd1O4 ANG OUENTAT 06 WILL K VERIFIED M M ENGINEER PRIOR TO F,AMICATIGN. KL ENTRANCES REpUIREO F39 P0. DwTE:E SIUTAL MEROS. CABINETS, SIGNS, PEDESTRIAN PI6N BU ON ASSEALIES, ETC. 9ALL K FtW ORILLLD. 6-20.4 MEASLIIOONt IN&ACOOT SECTION) NEASLIIDEM FOR TRENCH AM 6XVILL WILL BE BY M LINEAR FOOT, MEASUrJENT FOR SELECT TRENCH &TWILL WILL BE BY M TON, NE SI .JV4IT FOR tIOAL STANDARDS ANG SIGNAL CTBDUCTOS WILL Of BY PER EACH AM PE4 LINEAR FT/LLW , 9M. Kk4E1EE247 r, rfNtlOd - CORONER. WILL K PLACE. BY M LEM1T rOM LAID+ TYPE SPECIFIED. COPLETE IN KASLW&WT PA, WILL K MY M LINEAR FOOT, NEASEIDpN; FOP AMCIION POLES, WILL K BY THE LIMIT FOR EACH TYPE SPECIFIED, COPLC`T In di PEAS"REENT FOR LIOIN STA/OAR)S, WILL K BY W WIT PER EACH, COMLER IN PLACE. B-2O,S PAYAWT tSMMRA I SECTION). PAYMENT WILL K PRO[ LNW: 1' •TAEDNUH ANG VLW ILL,- _WIDE.__OEV-, 2) '$ECT Per UNNr FOOL. rIPADH MCMa III', hr ion, M UNIT COITRKT PRICE rON r"4CiM kd MACTOILL PER LIEAR FOOT 9MKL K FILL COPINSATION FOR EXCAVATING, LOADING, WALING MO OMRWISE DISPOSING O RE WASIE NAIERtAL3, rDN MWIFILLING AM TAMPING MCMILL MATERIAL MO FOIE " RESttEUTION 7 M Tporm AS 9MON JN M PLANS Co AS DIRECTED MY INK MINE" ILL IN ACCOE AES WITH ARSE VtCik FMOYISTONS AM THE STAIOAgY PLANS AND SPECIFICATIONS. LMRlaMntol SMC1rlo6t1O'M IMY 01/01/86) hEM 44 140.5 COAT IMF 5) Pmw'tier Fw EVENT •� `CaOUIT, ►.V.C.. l7A..'LLP W. ' PU Lfn. Ft. 5! 'COACWT , ►.v.f , farm , NM. ' Pw Lin. Ft. 7) '>i1NT TAM- 2 HEAPVM -,� I Y N.49.E e) 'stONA SN iv"1 I`V'6 • 09;Aim f) 'OETECTIt w NAlk-l" !yell,!. 2x• jw.- WP,"Am►M 10) 19HIEIDED PRw• 9lTION AR: tIA► ON UM. ►T. LI) •941E11E01 INTEK9KCT :. _ W 1p LUL FT. 12) •TMiF•T 5I04AL WINE• PER LUh SAT. 13; 'INCIICTOR LOUT YDUCLE OEMTON SAW CUMAE.'W -.NIAL FOOL. THE UNIT CWTRNCT MICE PER EACH ON SICW STUNDS NO PER LIN. FT,/LLW SUN ON TRAFFIC SIGNAL SYSTEM WIRE RILL BE FULL CCNPENSATION FO1 FtfN19H1N1G AND INSTALLING THE STANDARDS NO WIRE NO FOR ALL MINOR MATERIALS. TOO,S, WAM 4DO MMSRRY AND�QH INCIDENTAL TO THE INSTALLATION AS PER THE CFNTUCT PLANS NO THEY SPECIFICATIONS. 1 ' e-22 ►AVEIHNT IMINGS ' 4-22.1 DESCRIPTION !PARTIAL TEPUCENEIR SECTIDNI ' SNIP CENTER STRIPE - DELETE NO POLACE WITH: A 910O2N YELLOW LINE A INCES WIDE. TIE WO 04 OR '%I" PATTERN 94ALL BF BASED ON A 25-FOOT ' WIT CONSISTING OF A lO-FOOT LIE AND 15 FOOT GAP. SKIP CENTER STRIPE 15 USED AS 'CENTER LINE I DELINEATION M A TWO LANE TWO WAY WOAOWWAY. i ' OOd.I YELLOW WIN STRIPE - OELETE NO RMACL N1TH: TWO SOLID ALLOW LINES, EACH A INCHES WIDE, SCPNUTED BY A A INN SPACE. DW&t YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON KLTI-LANE, TWO-WAY POAOWAY NO FOR C AAMLIZATION. 1EDQE STRIPE - DELETE 'M STRIPE - DELETE AN, ,REPLACE WITH: T APPROACH STRIPE - A SOLID WHITE LINE, B INOfS WIDE, USED TO DELINEATE TUN LANES F110M TMOJGN LASS. FOR TRAFFIC ISLANDS NO CROSS HASH WRENS i ' LANE STRIPE - OCETE NO REPLAN" WITH: � A BROWN WHITE LINE, A INOIES WIDE, USED TO DELINEATE A03PZENT UAES TMYTIING IN TIE SAM DIRECTION. THE BWOE)N ON •91IP• PATTERN SHALL IE BASED ON A V FOOT WIT CONS1STINI OF A 11 FONT LINE AM )5 FONT CAP. NO PAS STRIPE DELETE ' NEYER51&t LANE STRIPE - DELETE ' n9 MY LEFT TUN STRIPE - DELETE NO REPLACE WIN A SOLID YELLOW LINE, A INCHES WIDE, WITH A IFO(EN YELLOW LINE, A INCHES WIDE, SEPARATED BY A o IN{N SPACE. THE BROKEN OR 'SKIP' FArT M WILL BE BASED ON A 25 FOOT uNlt CONSIStING OF A 10 FOOT LINE NO 4 15 FOOT SPACE (SEE OEYAIL SHEET). ' SAR LER STRIPE - DELETE AM REPLACE VIM: A SCLID YELLOW LINE, 18 TO 24 INCHES 41DE. 1 sNALN S111IPE - DELETE NO REPLACE WITH: N A SOLID WHITE LINH, 12 INCHES WIDE, INSTALLED PVALEL TO ANOTHER LNOSSWALK STRIPE VIM AN F FOOT SPACE IN BETWEEN THE LINES. UMI~tAl SUWFIFD:Atlm IRfY 09/01/") " A7 ) tL-- '.AtrIMED STOP 81W - DELETE MO REPLACE WITH: ' A SdLD MITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. TIE WIDTH SHALL BE UDICATED ON TIME CO TRACT MANS. TRAFFIC AMOK - DELETE MO REPLACE WITH: , A SOLID MITE MORNING CREIOMINF. TO COCRACT RAM AMO CETAIL SHEETS. RRAFFIC LETTEM - FMACE WITH TRAFFIC LEGEND - DELETE AND WWI%= WITH: ' A MITE MORNING 'SLOG ALPHABETICAL ,LETTERS - SEE CONTRACT R-ANS AND DETAIL SNEET. ffiE DETECTOR SYMBOL - DELETE ' 0-22.5(5) TRERMOES FOR LINE STRIPES (REPLACEMENT SECTIOR` AL-OWAELE TOLERANCES FOR STRIPES ARE A• ILOWS: LENGTH OF STRIPE - THE 0WITLDINAL ACCl14LATIVE ERROR WITHIN A 28 TOM LENGTH OF SNIP STRIPE SMALL MOT EXCEED ALLS M MOMS ONE INCH. WIDM OF STRIPE - THE WIDTH OF STRIPE SMALL NOT VMRV , MORE THAN PLUS OR HINLIS 1/4 INCH. 4.22.5(6) PAINT/"TIC -TRIPE LINES RENDV' (MEW SECTION) WERE SNOw+ ON THE PLANS OR DIRECTED 8Y THE FNOIMEER, THE CONTRACTOR SMALL REMOVE AL. OLD CONFLICTING. STRIPES OR LINES. P-22.L rtAA177EHT WFf -ALDENT SECT I(Nl t ME+ESI. " 94ALL BE By THE LINfM FOOT FOR a INCH WIDE 9LID STRIPE, WITH C CEOCTION M" FOR , THE SKIP BETWEEN RE STRIPES NCO' VD, 6 INCH WIDE SAID STRIPE, 12 IH)i WIDE CROSSWALK, BARRIER STRIPE, STOP BAN, TRAFT'IC ARROWS AG TRAFFIC LECEM: •OLT• PER EACH. WAYAENENT FOR ALL ITEKS 9MLL BE COIPLETE IN PLACE. ' "EASOENENT FOR PNAINT/NLASTIC STRIPE LINE REMOVED, WILL BE BV THE LINEAR FORT OF • • Wl;t LINE 0,22.5 PAYWX (REPLACCENT SECTION) , PAYMENT SMALL RE MACE ODER; 1. •PRINTED 8- WIDE SOLID STRIPE' PER LINEAR FOOT , 2. •PAINTED 6' WIDE SOLID STRIPE` PER LINEAR FOOT N. TAINTED - WIDE BARRIER STRIFE• PER LINEAR FOOT t A. 'PRINTED 12' WIDE CROSSWALK- PER LINEAR FOOT S. •PRINTED _• WIDE STOP BAR- PER 'LINEAR FOOT 6. TAlm= TRAFFIC MEOW PER EACH N. TAINTED TRAFFIC LF7M '. PER EACH , 6. '"TIC 12• WIDE CROSSWALK' PER LINEAR FOOT 9. -PLASTIC _• WINE STOP BAR• PER LINEAR FOOT 10. TLILSTIC TRAFFIC MOOW RD EACH , 11. -PLASTIC TRAFFIC LEGEND • PEA EACH 12. •REMOVAL OF MINT LINE • WIOE- PER LIM. FT, 13. •REMOVAL OF PLASTIC LIME _• WIDE- PER LIM. FT, , SapplwW W SPWCifirWtloW1 , (Rev 09/01/86) Pow 48 DIVISION 9 MATERIALS 9-0 AO9ESATE.S 9-03,10 AGGREGO(TE 'OR GRAVE. BAY (APT iA. REPLACEMENT S.CT'ON) TOO TO PARMRA M 2 SENTENCE : ..00R}T TMAT 1N 1D CASE 91KL THE MAXIMUM SIZE EXCEED E1LM (01 IN]E5. WVa PARAGRAPH 1 WITH: ' GRAFT. BASE SMALL KEY TIE FW.LOMING PEWIApEMS FOR WADING me QUALITY MEN PLACED IN MALING VEN10 U FOR OELIVEAV TO TIE ROIOMv, TIENIN OR OUAIN: MA U ICTUE Alp PLACEMENT INTO A TEMPORARY STOCWPILE. THE EXACT POINT OF ACCEPTANCE ■l— BE OE-EIM:mr- 8Y THE ENGINEER.. (RAVEL BASE GRAVEL BAY CLASS A CUSS 9 i PASSING 1/4• SIEVE 27%MIN. 27A MIN. 75% MAX. 771 MAX. i PASSING U.S. MD. 200 x MAX. 10% MAX. SIEVE (WET SIEVINI (DUST PATI01: % PASSSING 9200 2:'7 MAX. 21O MAX. A PASSING 040 SANG EQUIVALCM', 90 MIN. 70 WON. 9-00.12(i'A CLASS A (REPLAE701 SECTION) GRAVEL BACITILL FOR FOUNDATION, FAASS A, SMALL CONSIST OF CRU94ED MATERIAL 00 9ALL CONFORM TO TIE REQUIREMENTS OF SECTION 9-07.9 FOR _AST. 9-00.12(1)B CLASS B (REPLACEMENT SECTION) GRAVEL 9RCKF1LL FOR FOUNDATIONS, CLASS 8, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GAVEL &%-"ILL FOR FOUpATIOK, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL bACXFl L FOR F,IUUATION, CLASS 8, SA, C1NOM M THE REQUIREMENTS OF 9-00.1(7)C GRADING 74 IN 9-07.10 AGGREGATE FOR CRAVE. BASE, CLASS A. ' _03.1;6I^ OMVTL BACI.TILL fOi PIPE BEDDING (PM+TIR AEPLA4flSNT 3ECT10NI REPLACE SENTEMCE 1, PARAGRAPi 1 AIM: GAVEL &WILL FOR PIPE BODING `W i L CONSIST OF PEA GRAVE_ 'O: AEN PPPRDVED 'N WRITING BY '1E 7NOINER, OTHER CMJSOC), RXES9D GA MATUALLY QRRRING GiAN.AAR MATERIAL MEETING TN REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL 8NI76ILL FOR PIPE BFDOM,. ' 9_0)•]A GRAVEL 90RROH (IEPL,ACpE7R SECTION; GRAVEL BOMO 94ALL CONSIST OF CLASS A OR CLASS 9 GAVEL BASE LONOWINC 10 THE F$gUIW ENTS OUTLINED IN 9-07.10 NIGE(AtE FOR GAVEL BASE Supplemental $peel FlcAttpro (MY 09/Ol/86) P"a 49 P-OS IWAINAR ST1E[TVESI OLvptTS AND COWns , !-OS 1 &IN PIPE (PARTIAL IEPLAL9OA7 ms ATON) I)E1M: ALL P TEAOI'E M W ALUMINA COATED (ALUMINIZED) COARtIiATEO IRO: (R STEEL GRAIN PIPE Fq(rH THIS SECTION. t95 )(1}A ENO DESION (PARTIAL 1V16CMW SECTIONI OELETE SOar+rE1Q 2 PARAGRAPk 1 9-05.10 STEEL STOW SEWER PIPE tFWTIAL RRRI SECyloNj_ REPLACE: `TREATMENT 5• WITH •TNEATNONt 1- P-05.11 ALININM STON SEWER PIPE (PARTIAL 11VI.WVENT SECTION DELETE: YaCWpt tlrt =twtlr MBUT19 ZPall Ea TrWatAWnt 9-95.12 ►!C KW PIPE (WWTIAL �ACV&NT SECt1W1 DELETE: WIRAMAPH 1 A00: TIE )AMINN LEN.TH OF PC PIPE SECTIONS USED 91ALL WE 12 FEET. 9.05.1! O1CT1 INN SEWER PIPE (PARiSAL AEPLACEfEM SECTION) , DELETE PARAQgAP4 I 9-29 ILLUMINATION, SIOALS, ELECTRICAL 9-29.. 0O011I7 (AEPLACEWEHt gCT3O±) t TWE C3Pp1IT P.Y.C. - N? WTALLIC SEALL COEOPIN TO AR'JCLE Sa) OF TIE CCat AIU ASTH STANDARDS. , THE COURT 51LA I WE OF TIE TIC TYPE: INDICATED BUOW: (1) 501 LLE 00 E%MA IEAW WALL P.Y.C. CO UPWING TO ASTN STANDARDS. , (2) SIHDLEE w HEN/V WAIL P V.C. CONFUNZWE M ASTm STAN)AADS. P-29.2 ,1U^T10N BOXES (REPLACEIOiT 5EClic e) JIA[TiW BDxU WALL BE REIWCR=COMTE WITH STEEL CRAPE 4CWFI D IN PLACE ANI 'TEEL COVER PLATE (OIAN30 PATTEIN) AS INDICATm ON DETAIL SHEETS. , THE .NSCRIPTIONS ON rW CONTRS OF TIE IUMCTIUM BOXES WALL WE AS FOLLOWS( (1) S104L ONLY: `SIGNALS. (2) STREET LIGHTING DIY: 'LIOHTIND' , (3) TRAFFIC SIOAL MO STREET LID+TINC FACILITIES — SKr-TIE ABOVE INSCRIPTION!' SHALL NOT BE H10£R THAN TIE 7CP RWACE OF OE COYETI PI.ATF.S. ' Supplaarntal 51wl Tlcatlml (AWY 09/011%) PRWa 50 1 9-29.) COWLCTORS. CABLE (WPLACENEHT SEC11a: ' ALL SIGNAL CQOUCTCft AS INDICATED LM THE PUNS SMALL E STRANDED CORER AID SHALL EMPLOY 600 VOLT No INSILATIO1 OF THE SIZES NOTED ON THE RAW. ALL MULTI MMUCT RS TEED POI THE SIOHAL SYSTEM 9MLL COFOM M APPLICABLE PRO✓ISIOS CONTAINED IN THE STANDARD SPECIFICATIONS AD SWLL E OF THE SIZES NOTED ON THE S1OWL WIRING DIAOUM. TE Z/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE Sl tL E A SPECIAL CO66N1CAT1.)15 CABLE. THIS CABLE SMALL E MUM, ELDFOIL 877C, Or EO1AL, WITH 014 AND CONDUCTORS STRUMMED (19 a E7). THE CABLE SMALL HAVE PO.YETRILENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINED COPPER GRAIN WIPE AND A CHROME VINYL ]ACHET, TIE )/c SHIF,am PIE- E1P12ON DETECTOR CAKE SMALL E )-M 1118 CABLE OR EQUIVALENT, THIS CABLE WILL RUN FR04 THE OMTOA UNIT TO THE CONTROLLER CABINET *0 NO SPLICES HILL E ALLOWED. THE 9110,00 COMMIICATIOSVSICIAL MTERCWECT CAKE 94ALL MEET THE FOLLOWING: ' 1. CONDUCTORS: SO ), SOT DRAW, AMPEALED COPPER, SIZE 19 AUG. Z. INSLATION: SOLID, VIRGIN MION DENSITY PYLYETM.EME OR POLYNIOPYLETE,WITH TELEPHONE INDUSTRY COLOR CODING. 1 ). CAKE CORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LOIGTMS) TT MINIMIZE CROSS TALK BD MEET STRICT CAPACITANCE LIMITS. A. SHIELDIG: A CORROSIOWOAIDATIOH RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) ' .008" THIN C74 A',pTED ALWALM TL 9410-0 15 APPLIED LONGITUDINALLY WITH OWLAP TO MDVIOE 100% ELECTRICAL SHIELDING COVERAGE. A .005 COMCaTED TAPE APPLIED IN THE SM't MANNER IS ACCEPTABLE. S. OUTER JAMI: A BLACK, LOW DOGITY MION MOLECULAR MElONT VIRGIN POLYETHYLENE (CO4O8DE0 ' M WITHSTAND SULIIEHT, TIDOSRATlE VARIATIONS AND OTHER ENVIROIENTAL CODITIOS PLUS ABUSE DURING INSTALLATION) IS EXTRAFD OYMALL M PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MAPPINGS MST E PRINTED SE.AANT1ALLY A MINIM O O I• ALONG THE OUTER YCMET. 7. FILLING: THE ENTIRE CAKE WIMIl ME OUTER JACKET IS FLOODED WITH PETACl.EU4POLYEMILDE GEL FILLING COPplD IMIWING T,E AREA ETWM4 THE OUTER JACKET AM TE SHIELD. ' EARN WIRE SHALL E M►BEREO AT EAT TERMINAL END WIM A WRAP-AROAD TYPE NUMBERING STRIP AGCOMIMG TO THE SC/EOU.E ATTAGEO TO THESE. SPECIAL PROVISI(WHS. ALL WINES TERMINATED AT A TERMINAL BLOCK SAW. HAVE AN OMEN ETD, CRIMP STYLE SOLOEPLESS TERMINAL. ALL TERMINALS 94ALL E INSTALLED WITH A TOOL OESIG ED FOR THE INSTALLATION OF TNIS TYPE OF TEMIM L ND GRIPING W:M PLIERS, WIRE CUTTERS, ETC., WILL NOT E ALLOWED. ALL WIRING INSIDE THE COrTRILIEA CABINET 0A0 AT INTERMEDIATE POINTS 94LL E TRIMMED AID CABLED TOGETHER TO MAKE A NEAT AND CLEAN APPEARING INSTALLATION. MD SPLICING OF ANY TRAFFIC SIGNAL C04DUCTOI SMALL E PERMITTED LALESS JTERWISE INDICATED ON THE ' RUMS. ALL CONDUCTOR RUNS SHALL E PULED TO E APPROPRIATE S1O4AL TERMINAL COPARTEENT BOARD MINT MESSLK TYPE BINDING POSTS. TE ONLY EXCEPTIONS SHALL E THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUCTION BOX TO THE LOOPS. ' THE COMTRACTOA SMALL PROVIDE AN) INSTALL ALL THE MECESiARY WIRING, FUSES Ah. FITTINGS SO AS TO COPLEM THE INSTALLATION OF THE 51OOL *0 LIGHTLG EQUIPMENT AS %00 ON M PLANS. ALL ' MATERIALS RD INSTALLATION METHODS, EXCEPT AS MDYID OTHHERMISE MERVIN, SHALL COMPLY WIN APPLICABLE SECTIONS OF tit NATIONAL ELECTRICAL CODE, INSTALLATION OF ALL WIRING SHALL CONFORM D APPLICABLE PROVISIOS CONTAINED IN THE STANDARD ' SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. COCXXTORS RD CABLE SHALL COFOM TO THE NMPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS DTERWISE NOTED, ALL ELECTRICAL CONDUCTORS SMALL E APPROVED STRANDED COPPER COFOMSNG TO APPLICABLE PORTIONS Or ASAP STANDARDS. ISULATION SMALL E 60U VOLT RASTICIZRD POLYVINYL OIORIDE, POLYETHYLENE, OR OOEICALLY CROSS LINKED P(LYETHYLEW, &=I~tol Spec ITlCWums (ReV 09/01/56) Pap 51 9-29.7 CONTI I (.MOMING M APPLICA'LE AMICK Or ASTM STypNIpS. POLAIWYLENE COMI11"A SHALL NOT BE , HUED AN" OONOSED To S1/LIOHT. T19 QUDE INSU.ATHN TV CODE MICKIESS STALL K UND. (z) MLT14D01:Tal CABLE 9sll BE USED rM TRAPFIr SIGNAL LOMAX. AND 511ALL K RATED TO OPERATE (IN 600 VOLTS. INDIVIDAL CODCTORS SHALL K 3n MED COPPER, SH%.L BE INSULATED , WITH A MINIMUM OP 45 MILES PLASTICIZED PQYVINYL OLORIOE COWS Apo, OI AN1gVED EQUAL, RE SOLL BE COLOR CTEO 40 OF SIZE LISTED IN TA&E Br10N. THE INDIVIDUAL awDLxTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND E/EASEO IN A RIWIWL OLUIIDE SHEATH 79 MILS THIM INSULATION 9flLL MWON TO APPLICABLE PORTIOS OF ASYN STANDMD M-LICATIONS. ' AWC Noe. StrYtls AeMWw 9 From Gap CAS cart Color Stripe Sipsl RSBOA,... A 14 19/27 Red, yellow, Green Norm A' la 19/27 RAOr follow, Groor Enite-IAIte B 1e 11/27 And, Yellow. Green Block B' la 19/27 SW, Yellow, (Sean Black-bloc+ C la 19/27 RW, Vellow, Green White uQMI... Cow. 12 19/23 Ate "pre ' Control•.. Con. 12 19/2S White Black or Gres+ DetaCtra........ A,B,C 12 19/2S Black Name B■B Cow. 12 L91B Ate Hone f Spars........... .... la 19/27 AW, Yellow, Grown Blue ilarsrs........ .... 12 19/2S 111Wk Has SerYlCe......... .... 10 19/23 BIWk None Alternate..... .... 12 19/23 Black None , Nrutrsls (rot llstoo).. .... 10 19/21 Mite None Alternate..... .... 12 19M White or Omen None "ulti-conactot Ceele wll 4 nsmild n pat the following typical lllwtr&%Iom! A) 2 Conrctor -- 2 No. 12 AVG. 19/23 strarld, consisting of a `)leek Ano . lts conwetor. ' o) 5 ConQctor -- 1 No. 12 ANC, white; 1 No. 12 AWG, MHlts with green or clack atrlDe; eM No. lo'A Consisting of Ruse A. C) B Cr"tor — 1 No. 1_2- AVG. white; 1 No. 12 AVG. white green or oleck stripe; AM 6 40. O RNU ' 1 1 crslstIng of e A W a. d) 11 Conaotor -- 1 No. 12 AWG, white; 1 No. -2 ANG White with green Or olWk strip*; ono 9 No. 12's consisting of Phase A, B who C , e) 20 Conductor -- 1 No. 12 ANG, .nit#; 1 No. 12 AMG, vnito with green or Olwk strip; AM 1S No. IVA consisting or Rase A, A,, B, B', C am Spore, WIRING WILL K ARPMEED 50 THAT COMBINATIONS OF THE ABOVE CABLE ASEMILIES SHAL', K USE^.. WITH THE EXCEPTION OF TYPE 440 INSULATION, TIE MINIMUM INSILATION THIONESS CDR AM' ELECTRICAL CODCTUR SHALL K 1/6A INDR AND THE MINIMUM ACCEPTABLE INSULATION THICSESS SHALL REFER SOLEV TO , THE THICIOESS OF THAT INRLA74CH ISEDIATELV AROUND ANY CONDUCTOR CND EXCLUDING ANY 9EATH OR .1ACWET THICNIESS. INDUCTION LOOP DETECTORS WALL K INSTALLED IN A SAW-CUT IN THE PAVEMENT An THE CONTRACTOR AERE , INDICATED ON T/[ PLANS OR AS DIRECTED R� THE ENGINEER, THE MINE TO K USED IN THE INDCTION LOOP WALL K ND, 12 A.W.G., TYPE IS, rM OR AM INSULATION. SEE DETAIL 9EETS. , 9-29.4 NESSE7CER CABLE. FIRINGS - DELETE 9-29.5 PIE LINE HWEWAE - DELETE ' SLMIU tal Specifications BMW 09"01/60 Paw 52 I 1 P-2P.6 41Ofl STAMEANOS (REPLALOONT SE TKO/) "OR Sr*GN 5 SHALL E MOO ALUMINM IN ACCORDANCE DETAILS %kWk IN M PLANS, AS SPECIFIED IN M TMIKICAL "WIS1JN5 40 AS OiTLI/EU HEREIN. ' 2-J2,60) Y14D LI(M STANDARDS. TINDER STRAIN POLES TIMER SERVICE SUPPORTS - DELETE 9.29 7 LUAIWAIE FIAIN: AND ELECTRICAL CONECTIONS AT LI(M 4TANDARD B15ES (W- A(SIiNT SECTION) ELECTRICAL DISCO4ECTS SALL E INSTALLED AT ALL LIGM STMOAD BASES. FIB Nnttx; SHILL E 'MATOtlNDOP, QUICK 01SCONECT TVPE, S.E.L. 0A NMVM EODL. FUSED QUICK OISCOEECT AM SHALL • AWIOE WATtIMI100F 1N LIKE FUSE PROTECTION. ALL CONECTIONS SHALL E WOE WITH COAPRE.SSION 'WITTINCS. UPON 019CMECt, M FUSE 9ALL REMAIN ZM M LOAD SIDE E THE KIT. M FUSES BALL E LOCATED IN TN) LOCATIONS, M FIRST KM INSIOE M NANO HOLE AT M BASE O "HE FILE NO THE SECOND BEING W0YIDED FOR M LVNPLETE STREET LIGHT SERVICE (IF SPECIFIED) SWL'L 'BE LOCATED IN A TYPE 'B' 3MCII04 WX AS NEAP AS TACTICAL TO M ELECTRICAL UTILITY Qm~'S •VALLT a POLE (SOEE OF POWER FOR THE SYSTEON), FUSES FU 09ED FOR ALL LIONT IAG CIRCUITS BALL BE 'CAPABLE OF HANDLING M OPERATING VOLTAOES OF M CIRCUIT IWVOLVED AO SAIL NONE TIE FDELOW;IC 'CAIITCTENI5tIC5: 1. FUSES 94ALL E CAPABLE O INDEFINITO.Y 9lPONTINC 110% OF M RATED LO0. 2, FUSES SAL E CAPABLE OF 9PPORTING 175% OF M RATED LOAD FOR FPTOKIWTELY ONE NOR. 5. A LOAD OF 200E OF RATED LOW MILL EFTECTIVELY CUSE INSTANTANEOUS BLOOM O M Fuz. A. FUSES BALL E RATED AS LISTED MOA AND SHALL BE SHED TO FIT M FM CONTAINERS KLANISHED ON THIS PO"CT, ACCORDING TOM KWACTUMS RECONO(ATIOLS TIESETCK: L04IMIE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 VIDA 250 VIDA 20D VIDA 175 W10A ' ISL VIOA ICO VIGA ' S. FU5E5 SHALL E IL LISTED 9-29.8 MIST PAC, CR05S ARKS AND TIE Am - DELETE 9 9.9 BALLAST, TRRMSfONaERS IREPLACANT SECTION) BALLAST FOR HIDi TESSM SODIUK VAPOR LAPS 94ALL E DESIGNED TO AROERLY OPERATE 100 WATT 556, ' 15D WATT 555, MO WATT 566, 250 WATT SSO, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAPS SV4.4 E AN INTERNAL 240-VOLT ACOLATCR-TYRE (HIGH POWER FACTOR). ' TIE BALLAST SHALL E PRF,WERED 10 THE LAP SOMT AND TERNIWL BOMD, M BALLAST SWII NAVE AN ALLOO&E VOLTAGE VARIATION O LESS left 10%, NO CAPACITC A, YR/WoW4A A, OR OTHER OEVICf SAL. OPLOY M CLASS OF CO AW" IOEHTIFIED AS FO.VCA.ORINATED W"WMS (►,C.B.) AS DIELECTRIC, COOLANTS, M FOR NO OTTER PURPOSE. EACH IJUAST SWLL HAVE A WANE PLATE ATTACED PERIBByENTLY TO M CASE LISTING ALL ELECTRICAL DATA. 9-29.10 LWINAIFES (REPLACQONT SECTION) 4.L LUgNAIRES 9M%.L E OF M DISTRIBUTION TALE AID WATTAGE INDICATEO IN M PLANS. skm IsRAntW1 swiTlatimA (ROV OV01156) PRO% 53 1629,10 ca11Nu+ LkKMAIIES 9NLL HAVE A CAST-KLMINM NOLLSINI PAOVIDING FOR A SLIP-! -ER THE KWIC AND CAPABLE ' OF AOPTIND TO A 2-INCH DIAMETER PIPE WHEN. LWINUNES SMALL E OF M CUM MEAD STYLE WITH AN OVATE R91ACTOR (ORVPED LEl6) TOP MTERIALS ' AND A CLEAR MT LENS FOR RESIRMTIAL ROADWAY APPt.:CATIONS. M UMIMIRE SMALL INCLUDE M POWER DOOM FEATUPE. , M "..UEWAIE "" WAVE A OLSMET BETWEEN R7RAETM AMC REFLECTOR. A GA541 OR FILTER MATERIAL SNLL., E PLACIDD WOVEN M LAW SODMI ANC M REFLECTOR. t M 61NLCTUBER'S NAME OR SYMBOL SMALL E CLEAALY WAIMQD ON EAOI LU13NAIR. EACH LIWMIK SMALL NAVE A REATWER-MISTAM, MLSI-MPNNEO DECAL ATTACHED It) M BALLAST HDJSING t SD AS TO E RGDILY VISIBLE FROM M WOIO. M DECK SMALL E MPNORINATELY TWA' I":ES SWME ME M LECED 94LL IF A RINI" OF TW INCHES IN rEICW. M DECAL SMMAL, E GOLD IN COLOR wl T, LAM SATTAUS INDICATED BY M FRLLOnNG NAEMICPL LEDHE: ' 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 13 FOR 1% WATTS AO FOR AN WATTS ' 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS Wl FOR 1,000 VAT ALL LURIMAIES SMALL HAVE THEIR COF0EWS SECURED TOM L MINAIRE FRAME WITH STAINLESS STEL ' MQMTM *WWWAE (NITS, BLTS, WASHERS, MINCES, EIC.). M MOUSINC, CO LETS WITH 1MTEOA. BALLAST, SMALL E W-AINIP-TIGHT. , 9-29.11 CGHTRIX_FWIPRENT (RPLACEHEM SECTION` LN:SS SPECIFIED OTIGHISE. ILLUMINATION CIRCUITS SHALL E CONTROLLED BY A COMBINATION OF , METOELECTWIC CMTRMS AND LIGHTING COITACTORS AS NOTED IN M CONTRACT. 9-29.11(1) TIME ROCK CONTROL5 - DELETE ' 9 29 11(2) MGTOELECTIC CONTROLS (PEPLACEMENT SECTION) PHUTELECTRl. CONTROLS 941OLL E PLUGIN DEVICES, MTEO TO OPERATE ON 120 VOLTS, 60 02. M PHOTO- ' CELL SALL E A SOLID STATE DEVICE WITH STABLE TUAI .ON VALUES IN M TEMPERATURE UWa - 55 DEGREES C TO .70 DEGEM C. M PNDTO.ML SMALL E MOUNTED EXTERNALLY ON TOP 7 M LUMINAtPE. IN A CWCTO.-CMEROLLW SYSTEM. M MET0.4ffiL TO CONTROL M SYSTEM WALL E MOUNTED ON M UMIMAIR , HEAEST TO M SEAVICE!COTCTOR CABINET. M PHDrO-M'.. SMALL E CAPABLE OF SWITCHING 1,000 WATTS OF IMCAMXSCENT LOAD -ON' A} MIN. ILLUMINATION CIRCUIT SPLICES (REPLACE)ENT SECTION) ' ALL SPLICES NE TAPS SMALL E 600E USING SO.CERLESS CRIMP CONVECTORS ON UDERGAOUK TO , SECIPG.Y ,DIN M WIRES BOTH MECHANICALLY ME ELECTAICALLY. ALL SPLICES SHALL EMPLOY EFRIMY k51N FILLED IN CLEAR PLASTIC HOLCS M TON A WATER TIGHT SEAL. ALL MATERIAL USED 1N M SPLICE M:' 94ALL E COPATTBLE WITH t4 WIPE AMC ITS INSULATION AS USED IN M LIORYINC SYSTEM. TWyTEC SjgMAL CONIRILLER5 (RTLCEANT SECTION) ' M WIT SMALL OPERATE ON 120 VL7, 60 CYCLE. SIMILE ABASE ALTERNATING CUMENT MG SELL USE M , POWER LIRE FREUXICY AS A 7109 BASE. M TRAFFIC SIGNAL CONTROLLER SMALL MEET TOE ROJI"'S (7 M WATIOML ELECTRICAL WWCTUIE MC RS ASSOCIATION ( A AN) STDW ARBLICATIL SUMMIWWMIYMEMI SOKIT1CMtIMS ' (MY 09/01/06) PWBM 34 � P-a.ts C►/TIRRlID COMPONENTS 9" AS RES1STplS, CIACETORS, DICOES MD /RMGI31DR, 9ALL R IN, A ALL' WIAIZAiI UTILIZING ARPROVID SIRMOM WjMU G TEOMIGM. IWEGATID CIRCUITS SWILL R IpNRID IN SLXETS ND STALL R EASILY REPLAC111IiE WITHOUT SGIMUW. ALL COMPONENT' SMALL R STODNO 'OFF THE SELF` ITEMS. THE TRAFFIC SIpoL CMTTIf1-LED BALL R CANA`E O INTERFACDG WITH M MLTIS4C REAL 711E, MAST[A COPMp. M CO IMLER SWLL R C~ Or BOTH M•,Ll* OPERATION MMTRR N M MLTI'AMIC OSTER CONFUTER) AID ST M M MTIM. THE CONTROLLER SWILL ESTABLSSN M SEOUEICF 6 SIGNAL PHASES, IN M DIN6 gWVLRpS, ON CaPOWAO WITH M SIGNAL PAMSIN G DIAORRM M M RAMS. MEN TIEPATAG TWO" THE ONLINE MLSM COMPUTER (MLTISONIC MASTER) M COITRRLER SMALL R CMMLE t or OPERATING EITNEA IN A FIXED TIME MODE OR IN A FULLY-ACTUATED RODE RUM VOtuE M6lrY M EACH FMSE AS REQUIRED. ALL CLEMWGE TDQNG IWO PEDESTRIAN TIMING BALL EE XXUPLI9ED AT THE LOCAL INTERSECTION. ' 9-a.17(Z) RLSHIMG OPERATI0N$ (AVkA9OEMT SECTION) FLA94 LMI• 94LL R A TWO CIRCUIT TYPE, CAPA`E OF SNIT04ING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE FOR CIRCUIT, PLUS OR K45 TWO FLASHES PER MINUTE. 1317) EIENZENCr PRE-EWT[ON (MERACEENT SECTION) ' EIEAGECY VEHICLE PRE-OPTION SMALL R CLIMISED EITHER AS SEPARATE UNITS OR AS IOULLES TAT PLUG DIRECTLY INTO A MAR WIRED TO ACCEPT }M DISCRIMINATOR TYPE LIMITS. THE PW-EP"Ck SYSTEM OREAATION BALL R CAP•TIaE WIN M M COMPANY 'ORTICOP SYSTEM WHICH TIE CITY OF RENTM IS tCURRENTLY USDAG AND SMALL R CWAILE OF RING ACTIVATED BY THE SAME TRINa'I"ER5. MEN A PRE-EMPTION DETECTOR DETECTS AM EMERGENCY VEHICLE. THE PHASE SELECTM SMALL HELD M ' WiTRC.LER IN TIE REQUIRED PAUSE OR ADVANCE 01MMY TO THAT PNLSE AFTER H1IMMND ALL VEHICLE CLEPAAM'ES. M PHASE SELECTOR SOIL HOLD THE CONTROLLER IN NE PN" SELECTED UD IL TIC DETECTOR NO LONGER DETECTS M EMERGENCY VEHICLE. WEN TIE MHLSE SELECTOR IS RESPONDING TD TINE DETECTOR, IT SMALL NOT RESPOND TO ANY TITHER DETECTOR U/TIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LINTS SHALL INDICATE POWER ON, SIGNAL RING RECEIVED, AMMMEL CALLED. SNITCE-c SMALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. 9-29 17(A) WIRING DIAOLAWS (RPPLACEHEN' SECTIOW ' TIE CONTROLLER CABINET BALL HAVE A MATEWRGY DfAC OS WIN A SIDE ACCESS ATTACHED TO THE INSIDE OF M CABINET DOOR. ATM TIME OF OCIVERY THE ENVELOPE SILL HAVE FOUR COPL.ETE SETS OF 9DI30TICS ND WAMUALS FOR ALL ASSEM$IES AND Sib-ASSEMBLIES. 9-29 13(6) RADIO 1NTERFEREN[E 9PPRESSORS (RRNCEIENt %ZTION). A CORELL-0AEILER RADTO 14TERFENENCE FILTER NP 10601-1 70 MPS OR EQUIVALENT SMALL R USED TO FILTER THE A.C. POWER. A[A, 7`MALIr, ALL POWER SMIE9 94ALL HAVE NOISE :N&NITY FROM OTHER DEVICES WITHIN M CABDET. ' 9-29.1v>H TRAFFIC-ACTUATED CMTRO. ERS IREPLACENENf SECTION) ALL TIMING FUCTIONlS AND INPUT AAD Olft' FEATURES FOR FULLY-ACTUATED. V0.UI-O"TTY CREMATION ' SITYLL R PROVIDED IN ACCORDANCE WITH HEIR STANDARDS. THE CONTROLLER SMALL PROVIDE FOR SITTING EACH TIMING INTERNAL 9V HEMCONTROLLEROi PM'11VELr Ml ATED SETTINGS, THE TIMING FLACTSMS SMALL R M M FTOtt OF M CONTROLLER LIMIT OR 94ALL NAVE KEYBOARD ' ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STAMM OREMIIM, M TRAFFIC SIGAL CO MOLLER SHALL swl1 KtA1 9pPcl ESCAtimA (Mr 09/Ol/Y) q0► SS 1 t-ylum mm,INm t EEO.UOL ALL CIRCUITRY REQUIRED TO NOVICE ALL TIMING 00 ALL FIICT104 F0 U8W O WTION IN A FU LV-4CTATEO AM- STANDBY OPERATION 9ftL AUTOMATICALLY OCCUR VON OP0ER6 OF DAEECMEECT , Lm, FAILURE O COARK RASTER NNTG, OR WEN SPECIFIED BY THE NASTG. THE SDADBY OPEMTtol SMALL FOLLOW ATD E COINCIDENTAL IN PHRASE TO THAT NNE BEING DISPLAYED ATM START OF STADBY OPERATION. TFAWER FROM COMFkM SPERVISION SMALL NOT CALL UP A STARTING YELLOW. , -7 A _DNIROFONTAL, PGWVWOCE AD TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS CAQIAM)OT SECTION) THE TRMrIC SIOAL CONTIIOLLER ASSEMBLIES, INCLUDING M TRAFFIC 51O4K CONTROLLER, AUXILIARY CONTROL EQUIPMENT AID CABINET 94k.L E SWAB TESTED TO THE SATIFACTION O THE D C140". TESTING AND CKCKdA OF ALL TIklW CIRCUITS, MlSI1L AD SIOAL OPERATION SWILL E AT THE CITY O WONT , SIGNAL SNP. WON, WASHINCTON. THE SIGNAL SH P WILL WPE SPACE AVAILABLE TO THE CONTRACTOR FTA THE REGARD TEST OOONSTRATIOS. THE CONTRACTOR SMALL ASSEMBLE THE CABINET 40 AFLAT c➢ SIONK CNTROL EOUIP"W Nf.MY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED , COMPONENTS SATIFACFORSLY PUCRONING CALL START THE TSRST PERIOD. ANY MOIUCTEON SMALL STOP THE TEST PERIOD UTIL ALL PARTS ARE SATISFACTORILY OPERATING, THE TEST 94ALL E MHOED UNTIL A MINIMUM O n HOPS CONTINUOUS SATISFACTORY FEROWMICE O THE ENTIRE IMRGRATED SYSTEM HAS KEN O006TRATEO. THE DEO6TRATION BY THE CONTRACTOR TIT THE ENGINEER OF ALL COMPONENTS FUNCTIONING PAOPEA.V 94ALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PRO" FUNCTIONING O ALL AF91ESTATED CONTROL GEAR AEM FIELD INSTLLEO. 2-2F,130)B AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS IREPLAM, ENT SECTION) , POWER SNITDES THEW SHALL E A MAIN POWER SWITCH IN510E THE CABINET THAT 94ALL RENCER ALL COCACL E0.'IPMOHT FLECTRICP"y DEAD WHEN TIAED 07. THERE SMALL E A CONTROLLER POOR SWITCH THAT 94ALL FENCER THE CORTLLLR AO LOW I41TCNIG DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR POPOKS O CHWGIN 10MLER.S OR LOW SWITCHING DEVICES. STOP TIME BYPASS ;WITCH ,THERE 94ALL E A SWITk7H 1N THE CABINET IOENAIFIED AS THE STOP TIME BYPASS SNITCH. if THE INTERSECTION 15 R-ACED ON FLASHING OPEPATI(M EITHER BY THE FLA94 SWITCH OR THE FAIL SAFE MONITOR, THE CONTROLLEH SHALL IMMEDIATELY STCO 11K. THE STOP TIME BYPASS SWITCH 94ALL REMOVE STOP TIME , FROM THE CONInC.LER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING DMERATION. DETECTOR TEST SWITCH ' EACH VEHICLE ANON PEDESTRIAN PHASE BALL :AYE A MOMENTARY (SPRING RETRAIN) DETECTOR TEST SWITCH. , BEN DEPRESSED, THE SWIT04 BALL RACE A CALL ON ITS RESPECTIVE SIGNAL PMASC. +REF IFHCE CALET AHO LAP 4)D(FT A COMVENINCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AM AN INCANDESCENT LAW SOCKET DOLL E PtPWI99D IN THE MAIN CABINET. A DOW SWITCH FOR 'HE LAMP SHALL E P )VIOED. TM15 CIALUIT SHALL E PROTECTED BY A CIRCUIT SERER RATED AT 20 AMPS. ' PAIL SAF[ WIT THE FAIL SAFE WIT SMALL MONIIa BOAR THE POSITIVE AND NEGATIVE PORTIOFi O THE A.C. SDE WAVE FOR , ALL LEEK. ABER AND PEDESTRIAN WLR INDICATIONS. THE DURATION O A DISPLAY OF CONFLICTING INDICATIONS DNLL MDT E LOG ENOUGH TO E VISIBLE TO MOTORISTS OR PEDESTRIANS KNRE THE MONITOR INITIATES FLASHING OPERATION. THERE SWILL K A VISUAL INDICATION THAT THE MENTOR HAS PREEMPTED , 4304% OPERATI;. s"I~tA1 SRM:i NicAtinW (MY O9i01/6E) PWBW % 1-29.15(T)B CONTINUED IM PROTEC"OR (LIO/T1NG ARRESTER) M CONTROLLER DOLL HAVE AN IMPUI VOLTAGE SERE PROTECTOR TINT BALL PROTECT M CONTROLLER INPUT FROM Nn VOLTAGE SUCES THAT COLA WAGE M CONTROLLER OR ANY OF ITS CDPOMENTS, FIELD WIRING TEMINAL THERE 94ALL EE A TERMINAL STRIP FOR FIELD MIRING IN M CONTROLLER CABINET. M TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH M 304MTIC WIRING DIAGRAM ON THE MANS. IF A DIF► PENT NUBRING SYSTEM IS USED FORM CABINET WIRING , THEM BOTH MAMAS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC ORMIINGS SMALL ICLUDE M FIELD WIRING NUMBERS WHERE THE TEMINk STRIP IS ILLUSTRATED. A COMMON SIS EAR WITH A MINIMUM OF 15 TERMINALS AND A GROUD BAR WITH A MINIUM OF 6 TEIEIINA.S SHALL E MWIDED. MWYM INTERFACE WIT INTERFACE CONNICATION DEVICES SMALL E DESIGNED AS SEPARATE UNITS OR AS MOALES THAT RUG ' DIRECTLY INTO M CONTROLLER CASE. M COMMICATION DEVICES SMALL E USED FOR ON-LLE COMPUTER CONTROL OF M INTERSECTION AND 94ALL E CAPABLE OF TRANSMITTING ALL DETECTOR ND SIGNAL STATUS INFORMATION AM RECEIVING AD DECODING COPANG INFORMATION FROM M COMPUTER ALL IN CONi0gOV6E AMC WITHIN M CNWILITV Or M MLTISONIC MASTER COMPUTER LIMIT Am M IMTERCFA"CT CABLES. IN M EVENT OF LOSS EP SIGNAL FROM M MASTER COI4l1TER M INTERFACE COM/IICATION DEVICE SMALL EMPLOY M LATEST STATE-OF-ART CCIDING/OECODING. MLTIPLEXING TECHNOLOGIES IN ORDER TD PROVIDE FORM al. DIECTIO AL COMMUNICATION O DATA ND COMAD INFORATION ETWEEII M MISTER COMPUTER ND THE INTERSECTION. CONTROLLER CABINETS (REPULpENT SECTION) EACH TRAFFIC CONTROLLER CABINET BALL PROVIDE A WEATHETPROO HOMING AHD HAVE M FOLLOWI% ' REQUIREMNTS: 1. COMMMCTION SAL, E OF 9EET STEEL. I. M CABINET SMALL CONTAIN 9ELVIG. ORACXETS, 00(5, ETC. TO SUPPORT THE CONTROLLER 41D ALL AUXILIARY EQUIPMENT. 5. M CABINET SHALL E O ADEQUATE S13 TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT ND NO REQUIRED APPCNTE/WCES. A. M CABINET BALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. M AIF INTAKE FILTER SHALL E CAPABLE OF IMPEDING FOREIGN BmIFS, SUCH AS DUST, LINT, ETC. M VENT FAN 94ALL E IN M. TOC OF M CABINET AND TIENOSTATICA.LY CONTROLLED. 5. THE UNINET DOOR SMALL E PROVIDED WITH THE FOLLOWING: S. M MAIN DOOR CP M CABINET 94ALL INCLUDE A TWO POSITION BAR STOP AND SHALL E ECURED WITH A OORBDN TYPE 2 LOCR, THE MAIN DOOR SMALL ALSO CONTAIN A POLICE ODOR WITH A CONVENTIONAL POLICE LOOK. INSIDE M POLICE PANEL THEME WALL E A SIGNL ON-OFF SNITCH ' WHICH SHALL W0HIBIT ANY SIGNAL DISPLAY IN M FIELD BUT WILL ALLOW M CONTROL EQUIPMENT TO OPERATE WHEN PLACEF 'N M "O'r• POSITION. A BECOD SWITCH STALL E M .-qO-FLASH SWITCH. *0 PLACED IN TOE -FLASH- POSITION, CONTROLLER POWER SMALL REMAIN ON AND ' OUNTRI LLER 94ALL STEP TIME DEPENDENT ON SNITCH SETTING ON M AUXILIARY PANEL DESCRIED LATER. ' D. M CABINET BALL HAVE A META- ETCH PRIMER COAT LOW M FIM M COAT, M FINI;H PAINT COAT SMALL E A DURABLE ALUUNM OR WMM4MTOE GAY, OR SIMILAR IN COLOR, CAPAaE O PEVORING RUST FOR A MINIMUM Or rIVE (5) YEARS. C. BDRM DOORS (MAIN NO POLICE PANEL) BALL HAVE OE-PIECE WEAMR-PR00 NEOPRENE GA%ETS. 9Wg1APMntA1 SOWClli"tlOM (Rev EP/01/M) PMQM 37 P-29 1S FLRSHIM BEACGH COTRO . METE }2f.16 IENIf4AM <tNrp, HE.Y'S (RDLATYrr>- 7 VOIICLLM SHOAL HEADS SMALL HAVE 12 INCH LDS SITES IE'L[SS 9a1M OTIERIATSE ON ?HE SiCNK PLANS. Y[NS(YLM SIGNAL HEAD HOUSINGS SNMLL CC Sy Or SO, SECTIONS Ala E EAPADARLE TYPE FOR , VERTICAL HOMING. LENS SMALL. E QLM Alp MEET t.T,E. A4CIFICATIONS FOR jGHT WTR1T. FVLECCTOM 94ALL E KZAC. EACH SIGNAL HEAD 9HKL HAVE A 116 INCH DRAIN HOLE IN ITS BALE. VEHICLE SINAL HEADS SHALL E CAST ALINI". ALL S1O4AL HEADS SHALL INCLUDE A BAD, PLATE S INCH SO11AE WT BORDER SIGNAL HEADS, INCLUDING OUTSIDE ff V19M AND Na (IF BADi PLATES 9MLL BE FINIM BITS TWO COATS OF FACTCRY.ARLIED TRAFIC SIGNAL YELLOW "DD CHAPEL. THE INSIDE OF THE VISORS 40 rRCINT IF RAN RATES SWILL BE fINIM WITH TWO COATS Q rACTORY-APPLIED FLAT BLAD( MANE,- "OWING HARDWARE BILL W0VIDE PER A RIGID COWTION BETWEEN THE SIGNAL HEAP 40 NAST AM. ALL ,• ' WMING HARDWARE MILL E OF THE TOP-QM FLLMISEA TYPE AS SOON ON THE STANDARD PLANS. POSITION E THE SHOAL HEADS SHALL E LOCATED AS CLOT AS POSSIBLE TD THE CENTER O' THE LAZES. , SIGNAL HEADS 94ALL E WANTED ON THE MAST ARM 9L5N THAT TE AM ZOOICATHIO6 LIE 1N THE SAP[ PLANE Ap SJOH THAT THE BOTTOM O THE H%51W O' A SIGN! HEAD SHALL HOT E LSS THAN 16 FE7 6 INDES Hap NDE TAN 17 FEET 6 INCHES ABOVE THE WAX ATM CDITET O THE KNOAV, ALL BOLTS BALL BE ,STAINLESS STEEL. 9-29.16(1)A OPTICAL LN1TS LE&yLll R SECTIONJ, THE HEAD NICK KNITS BALL CONSIST OF LENS, REFLECTORS, LAW HOLDERS, AND T ,VISIBLE M THE TRAFFIC KING CONTROLLED AT DISTNW FROM 10 FEET to SOD ND T LAGER ALL Ll'1HAFclC SIGNAL LAMPS PS TRAfFiC CONDITIONSE%CO'T OOl4 FOG. AND ALL B IHON CONVENTIONAL HEADS 94ALL EMPLOY 67 OR 69 WAR ,TRArFEC SHOAL VWS RATED FOR 150 VOLT DPDUIION, 595 MINIMUM INITIAL LINENS, 665 MINIMUM INITIAL LUE16, BOW 1A. RATED LIFE, D 1116 INCH LIGHT CENTER LENGTH, A-El NLB, HEOIW BASE, CLEAR 1N CMOA. TWELVE OENN CONVENTIONAL WADS 91NLL E FURNISHICD NITS 165 WATT TRAFFIC SIGNAL LAIPS RATED ,FOR 130 VOLT PATIO,, 175E 04IM14M INITIAL LINENS, BOW HP RATED LIrt, J INCH LIGHT CENTER LENGTH, P-IS "G, NTDIUM BASE, CLEAR IN COLOR. ALL NULBS SNALL E INSTALLED WITH THE FILAMENT POINTED UP. ALL SIDNLL LENSES SWL,. BE OF THE COLD. SIZE 40 SHAPE AS INDICATED OH 9E C 'VHRALT '.MS l.,I ' 94MIFICATI(AB• THE LENS OESION SHALL GIVE AN OjYVARD AO DUAMARD D:n,jb!.% % 419,F •11 A NONINM ARM THE "MIZONTAL. THE LENS SHAL. E MASS AO 94ALL FIT : TT 41amt NABEET IN 'SCHH A WAY TO RENDER THE INTERIOR OF THE LENS AND RMECTOR WEAr4mkl, All v V.(IOR, T4 AERECTDR SHALLBE ONE PIECE' ALBEN ALIAONAM CON'OMING TO I.T.C. StAVnRS, Ti( IWtCA %k- 9AlL E M51OED TO PREVENT ANY OBZCTtONABLE REFLECTION Q THE SN,5 AAVS F L N AT i.MES ,DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LETS. 1-29.16(Y'E PA MUTING SIOIRLHEWS (RERAL'EfOtT yrTxr SIGNAL HEADS, TCLLDIW OUTSIDE OFVISORS AC BAN Ni SACK R SHA PLATES LL E rINIM1I+ YM ATS F ,O FACTORY-APPLIED TRAFrtC SINAL YELLOW BAc04X%EL. THE INSIDE Or THE VISORS AO FAINT C B4:N PLATES 94ALL BEFINISEO WITH TWO COATS OF _ARIF rACTORYPLIED rLAT BLAO< D"V . , P-29.16(J) POLYONOYITE TMWMrIC SIGN. EARS DELETE ?-29.16(J)A B INCH PQYCARBOFIE rRAFrIC512& 4 ' ,16{JI8 12 [NL1N POLYCNEI(WAIE TRKrIC 51 _ METE S"IPRrntal swi T(catims , (Rav 09101106) As" SB NPFTldI) - �_FITt21 -ice"— CONTpACI R.NLS ANO r� l SINALL K AS INDICATED ON V APPLIEDMFFI TC FED[ MAH HEAD WWV6 N PAINTED WITH TND COATS OFFACTON �VHICLL NO ALL WwlwG moovow SMALL ' VAIL 141La BPI= ENAML SIGOACENEJNT SECTION) NETECTON CRE 3,,,...�----= Etir wo S/sTEn DETECTI�S � 4 24 1� Top IC mpTLALtm wmkcLL T, , OR Too O:EECT IO 9HNAL L BE WED FOR BE EITION 'ROETOEIER IVPE. imcli0N LOY AERATION. DETECTORS SMALL BE EISIER ' SPECIFIED IN THE COFIMCI' -, OH LOOP OL1E TtRS lA E1ENil4' T a BIM OR EO AL. FI I TA" A wME 2150 1 DETECTOR SS1Ub GEL LECTOR NNpLIilERS yW.L SE SARA50 „pSTRIAM S1GNAL " -� TVPES'A5 SPECIFIEC IN nE COITBACI. THE IEO1 OtID IVPE♦ d< PROD HOT HALM 1N") IN PMTLAND ORANGE PEDE5TRIAIN SIGNAL N IAM gMLL AE55AFE5. 'INM . (FOR S/Mu CONSIST OF IND NEON GAS 11E (CADS SMALL DISPLAV 1NAO SVIl0. WHITE. IESSAGE E VATENIK SOLL OL MD �NpN- l� WALK NODE) M� H,I.� PLASI IC' 14 9N�PLL R PAINTED NIM iVO COATS a IN A IOJSING INfS SMPLL CASITHE M no ORS 9NALL BE FLAT ELAM IN C0.01. TMESpMIC RLL TE PLASTIC. NODS E"A EL. ��pV�Im 1NMTIC 510ML vF1L0P BMIED REpN,ACpEM SECT IONN ARgyNATF PLASTIC D AEON W30 TFAE TE TVPE VISONS IMOE 6 PO.VC CONTACTS L BE EDJIPAM N17H 2ZRA �L BNt P(IDVIDED NITIN EL maw IS IN ITS Kl NEON ONID IF.ADS SNNAL 14NANTOM• THE MESSAGE NO)A`E OOET pCtDA1E MEN RE ICE DESIOED TO ELIMINATE SW tq[TS 3N THE IRANSF I�A.E gWLL BE 115 VAC WITH TIE •HIMp' WHICH PUF DIPECR.V INTO pECESSED LbN 111E "A",VE SV1gA OMPAI G ON A b *All W. PROPER POSITION. THE POWER S`"" AND TIE If55AGE Sv1B0. OPERATING ON A 45 MIT MM. p_29.21 ING BEACON - DELETE' AL'DENT SECTION) T PLANS UNS AND DETAIL q_-n,2o gRVl CABLIEIS INDICATED ON THE CTLL 6E COPPER ON SPASS. /ST1ER L1Ort1NG SERVICE CABINE.11 ND CONO�CTOI TEI�IWLS iM 12 Gka WED FOR ' 9E SIGNAL TRIO& CCA"IORS, BONS RMLED 9ER STEEL, TIMlEA15 CONCEALED SIERS. ALL ELEC VMNIIEO COD NIBS 9MLL R THE CON RE F/61ICPTED IRON �' 0511E, t1E CABINET (%A1N THE OmpaT SNAL, IA GAIEE FOR INTERIOR RArEL 'VISOII,LE MpSIOE THE ENCL T1lAT1ON •.ONIVERS ON FXTERIGR SIN IIIVATS OR TYPE LOX. TS. THE C ACES 14 IS 90" THE GBINET !HILL NAVE ABIIET PIANO TYPE B< <IMe No S, AA BEST Iims C LERNAL-.1„ YREFNS. FILTERS WO HAVE MIN MOD E ETE tLOWER LA D LpAERDK PIECE WEATHER P.OF NEOPRENE GAWP 'AVE A ' PAINT N REPL E1N,f7N� SO p- 4.2A 1 L LIONT MI THE GPLVMNI:ED FINISH ACE ' T 51NALL A FAMED' EIIAI - APRIED. TIE INn lCp SHALL BE 41VEN A FINISH COAT THE FINISH COA BE EICED BEFORE E N KITE ' 6 EXTERIOR GRADE 6 TN. TORS REPLY, ION) A flRl C1PCUl1 9�AMFRS„AM..�ON 4yEICATED N THE CWAMI PLANS 'M AS INDICATED ON If10 COM SOLO FE TIUV" "TH1N THE CABINET: ' T1E ELECTRICAL C�DIT f0.L0R� I�aI�NT �L BE DETAIL SEE'5• SPaiflcAtimA _ T1pN�NEA1 ' (yv 09101106) PAOA S4 S-D.26(2) COrt276FD , 1. MAIN CIIOIIT wVUVEP , 2. WAKH C21WIT MI#VG O. UTILITY PEA. :ZZ VOLT.20 AW PAM) C.f,t. TYPE 6. LIW (OA TEST SWITC, (in VRT.15 Ap) 9. COITAM "ILAT FOI EACH CIRCUIT 6. 006.E POLL' WAAI N 0411AR N (S) rOP LICMIND CIRCUITS (240 VOLT) T. OE 120 *A 1, 20 ARP SlAQl POLE WNM H IAEAW (FOP UTILITV PLU(SI ' B. TVPE 3-SO&I NEAR IZOi240 VOLT OGJM PEIITRAL WAVILE 9. OE 120 `:;LT 60 MP SINGLE ROLE WANCN 41NIXER (S:30L IOWJCE1 10. COPLEIE MOVISM fOt 1A W440 ►OLES 11. NNE PLATES PNE)LLIC ILAOI WITH(MITE ENO AVTG EXCEPT M MAIN BTEMU RNSOi 9MLL BE RED , WITH WRITE LITTOIiNC. ALL MANE PLATES SHALL BE ATTACED RY S.S. SCRIPS. 12. PETER BN aECTIOK AR UB6EDESSARv 9-2P 2S AMLifiEA TRM6fOWEA AM TEMiNMI£AB'NETc (Afa vpEV( SEC ION) M ME NO PM TEPMINAL BOK yyLL BEN OE OF NG1D[D rltR2ASS, BE OEV IN COLOR, IE AFPROKIIMTELY 10- NEON a $- WIOF X 6- DEEP MO NMVE A NININA O 16 TERMINALS ON THE TOMINAL t.1CCS. M Qt 9RLL BE WEATHER TIUNT, HAVE A SIPGLL ODOR RIM ONrIMXXS HINGE ON OE 1IOE AW SCREW 'W DOM4 ON THE DOOR LOCKING SIDE. ALL NWOMW WILL BE STAINLESS STTFL. UO.1�T1LE IRON PIPE O'ARYIA_ REPLACE)ENT SECTION` , PNAM2iWM I: REPLACE -CLASS 53 VGA CLASS 50• Ain' 'CLASS 12' ' E39..`A GTE VALVES (►ARTIAI REMACETCNT TINY) REP-ACE W4W1OIM, 1 ■:n,: VALVES SHALL BE DESIOED rOP A MINIMUM RATER OPERATING PRIM at ZOO PSI. CUTE VALVES 9AAU.L BE IRA LIST 16, MLELM COPANN NO. QUO, PACIFIC STATES, U.S. IETYAMITAN, xVW4 PY, OR NARN, APPROVAL O" VALVES OTNEA TO" MDELS SPECIFIED 9VLL; K OBTAINED PRIOR TO BID OPENING, ALL GTE VALVES LESS THAN 12' 111 DIMETER SHALL INCLUDE AN B- . 26' CAST IRON GATE VALVE BOX ' AIG EXTENSIONS, AS RIQU D. ALL 12- DIMETEA MC ILMER GTE VALVES 9RLL BE 1167ALLED iN A VAULT. SEE RATER STAMM DETAIL FCA 12' GATE VALVE ASSERMY VAULT MG 1- BYPASS INSTALLATION. p-IQJE VALVE Wq¢R POSTS (PARTIAL "ACE* T yECT1LN FwvVE PAIAMPA 1 WITH: , VALVE JWVW POSTS SHALL BE INSTALLED AT TIE DISOETIO f TIE C:!r IN 'NOSE UNPAVED AREAS W.TW YfE TOP ? THE VALVE BOX COULD t "OVOED By lg=, "AS, BAWD OR OnPEP MATERIALS. TK VALVE NANIFRS SNKL K fAER1CATED A/G INSTALLED IN C9K0P6VACE WIN TW $TMGAIID ORAWIAGS. ' P.TO S ITY_~5 L% ACZRENT SECTIONi f1RE HYDRANTS 91ALL K ION, O1 VW4DYED EQUAL. APPROVAL OUST BE OBTAINED PPICP TO BID OPENING. !-XI.SA FIG DOBECTI"'L< (WLAOMT YCTSON? ' NNORMTS 94ALL t CONSTRUCTED WITH MM MICAL JOINT C%MCTSON UNLESS OTNlRWISE SKC:fIFD IN 0:; , PROPOSAL OESOtIPTION, SupDlWRlnt61 ${MC1fiC6t!Ana (ART, ON01/6a) ►RCP 60 ' 1 L`4?�NTwwT o) }au ;nw,lti Wvxew ZCTla) 1 MVkM rMUOVO" I WIN; r t N1O JXM 9IKL K CMV TYR (O01ING WIN M FOES 6t) CNIVOKD6 10 A111W C-30 -N WIN A 6 I11P4 DW 000 A M.V.O. O S IKM, TWO 2 1/7 1K11 'I= 10Z= WIN MATIOML STMOMD 7 1 1/2 TN1L1pS 1EA IM.M MO OK A 1104 PUM MKIIL WIN NI MEN YATTLF P*rM%6 T161G0S PO INCH. 60 DOMM V. T1M , O.O. TWM 4.S73 MO HOOT DIAWTV 4.6W. 1-1.4• PCIIFAM O MTIM: tV M-M Sr MINING CMKM CLODMIY (LV'T). 1 t 1 i 1 1 1 i 1 1 1 1 ! SoolA�ntU SDKI7LOAU6r3 (AA, 03lO1 66) Pop 61 1 e e SPECIAL PROVISIONS e e e e e e r CITY OF RENTON SHATTUCK AVENUE SOUTH INTERCEPTOR SEWER SCHEDULE A, SOUTH PORTION SCHEDULE B. NORTH PORTION ' SPECIAL PrnVISIONS 1-02.4 EXAMINATION OFs LA PNS, SPECIFICATIONS AND SITE OF WORK A limited soils investigation for the project has been prepared by Converse Consultants Northwest. Seattle, Washington, dated September 24, 1986. A copy of the investigation is included in the Appendix of these Specifications. Q the limited investigation is solely for design purposes , and it shall be considered informational only. There is no guarantee regarding type of soil or subusrface conditions within the project area, nor is there guarantee as to completeness or accuracy of data In the report. CONTRACTOR shall make his own independent examin- ation of *oils and subsurface conditions and their effect on the Project. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES 10 TH£ PUBLIC 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 shall be removed and restored to the satisfaction of the to owner. It shall be the Contractor's responsibility to notify ascl, property owner when it is necessary ' to remove such improvements to facilitate the Contractor's prigress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as gear original condition as possible. Such removal and restoration shall be considered incidental to the project and no further compensation will be made, 7-17 SP'+ITARY SEWERS 7-17.3(1)A SEWER TRENCH (SUPPLEMENTAL SECTION) i All excavation, placing of pipe, and backfilling shall be done in accordance with State of Washington Safety Standards for Construction Work, Part C of the latest edition. 1 Pape 2 7-17.3 1 A SE'- ER TRENCH (SUPPLEMENTAL SECTION) , Continued Sewer Trench excavation and backfill shall be done in accordance with Section 2-09 STRUCTURE EXCAVATION CLASS A OR CLASS B. Soils excavated from the trench are expected to be wet at.d fine- grained, and are not considered suitable for re, �e as backfill in areas where subsequent settlem,�nt of the trench backfill is object- ionable (such as under stre, cs) . Therefore, it is recommended that trench spoils b,� hauled from the site and be waste.,' and that backfill material be Bank Run Class A in accordance with Section 26.2.01 of the 1981 APWA Standard Specifications. Initial backfill should be camped along the sides and under the haunches of the pipe and should extend at least six inches over the top of the pipe. The fill should be placed in hin lifts (approx- imately eight inches or less) and compacted to at leant 95 percent of the maximum dry density (as determined by the ASTM 0-1557 compaction test ntjc� 1, dN �ewatering shall be performec :n accordai . a witF �hr recommenda- tions of the soils report in Appendix here, - 'Me price of dewater- ing shall be included in the price of the aid item for sewer pipe and no additional payment shall be made. 7-17.3(1)A FOUNDATION (SUPPLEMENTAL SECTION) Exposed foundation soils are expected to consist of very loose silty sand and soft silt. Foundation scil will most likelf be wet and will easily be disturbed by construction activities. Excavation should be performed with a smooth-bladed bucket, foot traffic on foundation soils should be minimized, and the trench shall be over- excavated at least 12 inches and backfilled with crushed rock or quarry spalls not exceeding six inches or less than one-inch in size to provide a stable working surface and to protect foundations soils. Where peat or organic soils are exposed at the base of the trench, this overexeavatior should be at least 24 inches deep. At manhole Locations, manhole shall be provided with a layer of ' :rushed rock or quarry spalls as recommended above at least 12 Inches chick to protect foundation soils, I7-17.3(1) 8 PIPE BEDDING (SUPPLEMENTAL SECTION) Pipe should be bedded in general accordance with the WSDOT/AFWA Standard Plans for Road, Bridge and Muncipal Construction, Standard Plan B-18C; for both rigid and flexible pipes. This includes four inches of bedding material below the pipe. i Page 3 7-17.3(1) B PIPE BEDDING (SUPPLEMENTAL SECTION) , Cc—inued r The 18-inch diameter pipe shall be bedded with pea gravel or ap- proved equal. This sho,ild extend at least four inches below the pipe and up to the springlire of the pipe. Pea -gravel bedding should meet the below recommended gradation limits: U.S. Standard Percent Passing, Sieve Si+.e by Dry Weight 3/8-Inch 100 1/4-Inch 30-100 rNo. 8 0-5 7-17.3_ 2)A SURVEY LINE AND GRADE (REPLACEMENT SECTION) Construction staking, as-huilt notes and drawings shall be provided ' by the Contractor's surveyor as provided in Section 1-05.5(2) of the supplemental specifications. The laser method of establishing line and grade may be used as specified in Section 1-05.5(1) of the supplemental specifications. 7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEME,TAL SECTION) TEES/STUBS: r Tees shall be installed where shown on the plan, or as directed by the Engineer. The unit bid price per each Tee shall be complete compensation for all labor, material, fittings and equipment necessary for complete installation. The unit bid price per L.F. for 6" sewer pioe shali be complete r compensation for all labor, materials, fittings and equipment necessary for complete installation; including excavation, bed- ding, back ill, ,,laying pipe, connection to existing side sewer, removal and replacement of concrete curbs, gutters dr.ve- r w,vs , and sidewalk. No tunneling under the curbs, gutters, sidewalks or driveways will be allowed. 7- 17.5 PAYMENT kSUPPLEMENTAL SECTION) r W, t PERFORMED UNDER THE Contract shall be paid for according to the Bid Items shown in the Proposal and Schedule of Prices. Payment shall constitute full compensation for furnishing all plant, labor, equipment and materials, and performing all operations required to r complete the work, as speciffed, and as shown on the drawings. Payment shall be made only for those items 8pecUically shown in the Proposa3. and Schedule of Prices, and all costs which do not appear as a specific item shall be included into one or all of the Bid Items r e Page 4 7-17.6 AUGERED OR BORED CASING AT B1N RAILROAD (NEW SECTION) At the locations shown on the Plans , a sewer pipe crossing of the Burlington t•orchern Railroad trackage shall be made by jacking, driving, or augering a +teal casing pipe beneath the surface. No open excavation shall be allowed. Diameter of casing, pipe shall be sufficient to allow installation of the utility ripe and also to provide allowance for adjustment of the utility pike to proper line and grade. Wall thickness shall be sufficient to withstand install- ation force and loadings and shall not be less than 0.531-inch. The sewer pipe may be either pushed or pulled into the casing pipe. Shims or skids shall be used o protect the pipe and place it in position, The sewer pipe shall be adjusted t^ line aid grade, and shall be permanently anchored of blocked in position. Sand shall be placed in the casing pipe so that all voids will be filled. ' Care shall be used to completely fill all voids and to prevent floatation or displacement of the pipe. A seal or plug to retain the sand shall be installed at each end. ' The requirements of the Railroad as contained in the Construction Permit or as issued by oral instructions of the authorized repre- sentative of the Railroad shall be followed by the Contractor. 7-17.7 METRO TAP; CONNECTION TC METRO (NEW SECTION) ' The Metro Tap shall comply with details shown on the Plans. In addition, the following requirements shall apply. ' 1) Mr. Jim Hawthorn of Metro (phone 684-1503) shall be notified at least two working days prior to construction in the vic- inity of Metro's 108-inch diameter Eastside Interceptor, Section 1 . 2) During construction, no debris shall be allowed to enter the Metro Interceptor. 3) Plans for dewatering adjacent to Metro facilities shall be submitted to Mr. Jim Hawthorn for Metro review and approval at least five days prior to construction. 4) The connection to the 108-inch diameter Interceptor shall not be backfilled until it has been inspected and approved by Metro. 5) The new connection shall be made by core drilling and use of a Kor-N-Seal Boot as distributed by P.I.P.E. , Inc. , 4601 South Orchard, Tacoma, Washington 98409, (206)623-7772. ' 6) The connection shall be pluggee .nd not put into service until the tributary system has been cleaned, inspected, _ tested, and approved by the City. Page 5 7-'7.8 MAINTENACE OF EXISTING WASTEWATER FLOWS (NEW SECTION) All existing sewers in the project area are in active use and, therefore, in performing the work included :n the Contract, the Contractor shall make adequate provision for maintaining the existing ' flow, diverting the flow or storing the flow for later release. Work involved to the maintaining of existing wastewater flows shall be subject to the following: t1) Diverted, stored or bypassed wastewater shall be returned to the sewer system and shall not be released in the ground ' or on the surface. 2) Ground water, dirt, grave. , and construction debris shall not be allowed in the sewer system. 3) Wastewater flows shall not be impeded or stored so that it will create a problem upstream. 4) The Contractor shall prepare a step-by-step plan and time ac' edule for completing this portion of the work. The plan and schedule wil' be subiect to City approval. 7-19.9 SALVAGE (NEW SECTION) Where shown on the Plans existing manholes , Lift Station No. 8 and short footages of existing pipe shall be demolished and removed. ' Manhole lids and frames shall be salvaged. At Lift Station No. 8, in addition to manhole lid and frame, the following items shall be salvaged- Pump, piping and valves ; float switch; electrical acces- sories; circuit breaker and servi.e switch; meter stand and protec- tive electrical boxes. The Contractor shall notify Puget Power to discontinue service and shall turn the meter and accessories over to Puget Power. All materials which are designated to b, ,;alvaged shall be carefully ' removed from service, shall be surface c. .aned and shall be delivered to and unloaded at a designated loc .tion at the City ShoFs. Once salvaged materials are removed from service, it shall be the ' Contractor's responsibility to protect them from damage or loss until delivered to City custody. Backfill anu sur°,ce restoration af.er removal of manholes shall conform to detail_ shown on the Plans. Gravel Oorrow for backfill shall be placed in lifts not exceeding B" and shall be compacted to 95% density per ASTM D-1557. Broken concrete or rubble shall not be included in the backfill unless the pieces are crushed so that the maximum diransion of any piece is not more than 4 ` Abandoned manhole base sections shall be drilled or broken before backfilling to allow drainage. ! Paae 6 ! ! 7.19. 10 REPLACEMENT OF CURB SIDEWALK, LANE MARKERS AND PAVEMENT MA KINC (NEW CT 1 '!here sewer construction affects or damages curbs, sidewalks. lane markers and pavement marking, the repair or replacement work shall conform, to the applicable provisions in APWA 1984 al follows: Cement Concrete Curb 8-05 Plastic Traffic Buttons B-09 Cement Concrete Sidewalks 6-14 Pavement Marking 8-22 Traffic control, detours, barricades, temporary markings and safetv shall conform to provisions of 1 -07.23 ! 1 1 r Converse Consultants NW G.mPen mcal Fnpm..nnp ,na Apputltl!tlr•h aamco ' Octaber 22, 1986 96-35210-01 Williams, Roth 3 Associates, Inc. 909 Kirkland Avenue ' Kirkland, Washington 98OJ3 Attention: Mr. Donald M. Williams ' Subject: REPORT ON GEOTECHNICAL INVESTIG.iTION Proposed Shattuck Avenue Interceptor Renton, Washington This report summarizes the results of our limited geotechnical investi- gation for the proposed Shattuck Avenue Interceptor Sewer in Renton, Washington. We described our planned scope of services in our modified proposal dated July 11, 1986 and received authorization to proceed on July 14, 1985. the purpose of our work was to obtain and review exist- ing subsurfaca information, evaluate subsurface soil and groundwater conditions, develop geotechnical recommendations to aid in the design of the project, and recommend further investigation if necessary. ' We understand the proposed project will consist of a new 18-1nch diam- eter ductile iron or PVC bite beneath Shattuck Avenue extending about 1600 feet from South fuureh Street to South Seventh .reet. The invert ' depth will be approximately eight feet At the north end and at the south end the new pipeline will tap into the existing 108-inch diameter METRO Eastside Interceptor which has an invert at a depth of approximately 25 feet below South Seventh Street. The pipeline will crass under the Bur' ingto, Northern railroad embankment (at Hauser Way) in a 36-inch diameter jacked steel casing. co."M conwPPnlp"W 313+EWOit Awn,. Swre 550 S.aOu Wasninyt'- '1,21 .-.cnono'06 Ias '',:00 A WhOliv 0w"eO Su"'Olaf9 Of TM UOh"UP P•OMvoMI drouP FIELD EXPLORATIONS ' 'ne field explorations consisted of one boring drilled to a depth of ap- proximately 25 feet on September 11, 1986, Boring B-1 was located approximately on the alignment centerline and aoout 10 reet east of the Pavement wire, as shown on Drawing 1. Drilling was accomplished using a truck-mounted Mobile B-80 drill rig using 3-7/8-inch inside diameter (I.O.) hollow stem auger. Samples were obtained at selected depth in- tervals in conjunction with the Standard Penetration Test. Drilling Operations were observed by one If our field engineers who classified soil samples and logged subsurface conditions. A At the completion of drilling, an observation well was installed to ' permit future monitoring of groundwater levels. The ooservation well installation consisted of a one-foot tong, slotted PVC tip placed at the battor of the hole and a 3/4-inch diameter PVC riser pipe extending to the ground surface. A cast iron monument cover was installed to protect the Observation well . 1 AIWORNATION REVIEW We conducted a search for available soils information in the area of the proposed sewer alignment. we reviewed a soils report entitle[ "Final Soils Report, Eastside Interceptor, Section 1, R201-, Rentin, Washing- ton", dated May 12, 1961. In addition, we reviewed as-built drawings of the 14ETRo Eastside Interceptor, that is located beneath Sjuth Seventh Street at the south end of the proposed alignment. Information from selected boring logs found in these references were considered in our ' analysis. The approximate locations of these borings are shown an Draw- ing 1. The boring logs are enclosed at the enu of this report. We were unable to locate an, additional soils information in the vicinity, al- though attempts were made through several sources. I • Conan.Con.um.m.NW 1 SUBSURFACE CONDITIONS Conditions encountered in boring 8-1 generally consisted of recent alluvial deposits underlying approximately 1-1/2 feet of gravelly sa no ' road fiII. The alluvial deposits consisted of an interlayered sequence of sand, silt and silty sand with otda61OM61 organic silt laminations and gravel layers. The soils were generally very loose to loose or very soft to firm. .A srmna-y log of boring B-1 is presented as Orawing 2. The groundwater level was measured at the time of our exploration ' lSeptember 11. 1986) and one week after drilling was completed (Septem- ber 18, 1986) in the observation well. The groundwater level on both dates was approximately 9 feet below the grcund surface or at about ' elevation 15-1/2. 1 The boring logs from the METRO Eastside Interceptor report showed a general alluvial sequence similar to that found in the boring drilled as ' part of this investigation. The groundwater level indicated for the nearest boring drilled by others (C-8) was approximately elevation 20, ' on September 9. 1960, which is several feet higher than the groundwater level measured on September 18, 1986. DISCUSSION AND AEC"ENDATIONS iGeneral The proposed project appears feasible from a geotecnnical standpoint. iHigh groundwater levels will need to be considered in both the design and construction phases of the project. Although relatively soft, Com- pressible soils exist below proposed Inver, levels, net loading of these soils should be nominal or negative, and extensive overexcavation or pile support Is not anticipated. cannaa camulUnis NW i .s. i6lwat<rtng iThe groundwater level at Ina time df our explorations was at a depth cf about mina fast below the ground surface (approximately N evaC'.dri i15-1/2) and was reportedly At elevation 20 in Ma in the vicinity of the soutt,err terminus of the prdJect. Excavation will reportedly extend i is deep aS approximately ten feet below the ground surface at Ong, the ma;orlty fa the alignment. The connection to the METRO Interceptor will be approximately 17 feet ph ow the ground Surface. The wafer-bearing ' sand, silty lama, and gravel zones at invert levels are relatively permeable. In our optnior, dewatering by means of sumps will not oe ' acepuate. He reccmnehd that dewatering wells be installed prior to startirj excavation. The dewatering system Should be 4e5lgnec and in. istalled such that groundwater levels art lowered tc at least two feet below the maximum anticipated depth of excavation (including at loss- one foot Of ovtrfxcivattor and replacement). Portions of the Soil profile are relatively impermeable (silt;, and it is possible that the dewatering welts will extend into more permeable layers (sans or grav- el). We recommend that the well casing be slotted and backfilled with gravt) through the entire length to intercept all contributing soil .ones. Dewatering may ,"duct some surface subsidence in the vicinity of the well ; therefore, 1e115 5nould be locates .,way from Structures that icould be damaged by settlement. If signs of damaging settlement devel- op, a groundwater recharging system may oe necessary. Detailed assess- ment of building Settlement if beyond the scope of this report, but based an previous experience In similar soil conditions, we expect approximately one to two Inches of settlement at the trench due to iIncreaseo stresses dur'ng dewatering. ' Excavation Cdnstdtring tno generally lopat or soft consistenty of sat, to be exca- vates, we anticipate that .oftv"t`pnal txcavation eaufpnent will be adeourte to remove the materials from the trench. Temporary shoring or A laying box Should be used to Support trench walls and protect workers. Stability ,f trench wall$, and the protection of workers and adjacent ' utilities, {s the responsibility of the contractor, COM" ,cM Wilantt wW ' Foundation Soils ' Exposed foundation soils are expected to consist of very loose silty sana and soft silt. Even if the groundwater level is lowered as recom- mended, foundation Soil will most likely be wet, and will easily be disturbed by construction activities. :e therefore recommend that exca-vation be performed with a smooth-bladed bucket, thit foot traffic on foundation soils be minimized, and t"t tht trench be Overexcavate0 at ' least 12 inches and backfilleo with crushed rock or quarry %pails not exceeding six inches Or less than One inch in Size to provide a stable wOrk'ng Surface and to protect foundation Soils. Whare peat or organic Soils are exposed at the base of the trench, this overexcavation should be at least 24 inches deec. We recommend that manholes be provided with a layer of crusned rock or ' quarry Snalls as recommendeo above at least 12 inches thick t0 protect foundation soils. For the recommended means of support, a design besr- ing capacity of 1.000 pounds per square foot (psf) is recommended for ' manhole design. The silts are relatively compressible; we estimate that net increase in vertical load below manholes Could cause settlements On 1 the orcer Of 1/2 inch for mannoles, and approximately one inch along the trench. ' Bedding The 18-inch diameter pipe may be bedded with pea gravel . This should extend at least four inches below the pipe and up to the springline of the pipe. Pea gravel bedding should meet the below recommended grada. tion limits: ' U.S. Standard Percent Passing, Sieve Size by Dry We hg t 3/8 inch 100 1/4 inch 30 - 100 No. 8 0 - B Cannne ConYOwnls N N Bar0111 ' Sat" excavated fr Om the trench are expected to be wet and fine-grained, Ana are not COnslwe4 sulteble for reuse as backfill in areas where SuOsegUent Settlement Of the trench backfill is dbjecLiodable (Such as under• streets). Therefore, it is rtcommended that trench spoils be hauled from the site and be wasted and that backfill material be bank -un CUsa A in accordance with Section 26-2.01 of the 1985 APNA Standard Soecifications. Initial backfill should be tamped along the ftdeS and under the haunches of the pipe and should extend at least six incites Over the top of the dip*. The fill should be placed in thin lifts (approximately eight inches 0" less! ono compacted to at least 95 percent Of the maximum dry density (as etermined by the ASTM 0-15c1 COmpactiOn test procedure). It is recommended that backfill adjacent to manholes consist of bank run class A material as recommended above in order to facilitate placement And compaction in a closely :onfined space. The fill should be com- pacted similarly to subsequent backfill for pipes. It Should be brought ' up evenly around the manhole $o trat unbalanced lateral earth pressures do not develop, Earth Pressures For bedding and backfill placed as described above, we recommend that the pipe be designed for vertical soil lords equal to or greater than rthose present" on Figure 1. The values shown an Figure 1 are based on vertical trench walls wiCn a trench wiath of 3-1/2 feet, and moist unit weight of backfill of 130 pounds per cubic foot (pcf); no Safety factor has been applied to the calculated backfill loads. Figure 1 al So inai- cotes loads on the Jacked crossing, assuming a moist unit weight of natural soil of 115 pcf. A modulus of soil reaction (E' ; of 400 pounds per square inch is recommended for flexible pipe design. Figure 2 may be used to estimate additional traffic furcharge loads. d onv�ro Canxunxms ww Ve•tical Soil Pressure (kipW in. ft.) 0 20 30 60 51 ti _ r------ -- ._---- - �- VERTICAL-� ReVCH-80N0Ifi$JNS A -- — _ - iz Fl,fAi61e- Pi~ --..rin�reneh) L yO O 16 i 10 -- - keCCasin - —ssuaKd�tnat-wuighL-u -bac. ssumeo-wrath-of-tre,f rt--cbmr dt- s1— 4—R5 i��d-ortit^He�hC-of--natoral-sot•l�Fl�pc�coner?arr�.9Q-p5>` ------- SOIL LOAO ON PIPES SdATTUCK AVENUE INTERCEPTOR SEWER Renton, Washington 86-35210 for Williams, Roth and Associates °qw°N°. 04 Converse Consultants NW .. ... .««« 1 0 W _ W -- - h——zo?fRi ex Leao-r•r�---- o — _- o. _ e _ ~ _0 20 Trucg O i 25 a e G 30 14-7 0 0.2 0.4 0.6 0.8 1.0 _ VERTICAL PRESSURE AT TCP CF PIPE - KIPS/ SQUARE FOOT 1.) For traffic loads multiply curve value 6y pipe C.D. in feet. 2 2.) Curve is corrected for following wlues; Depth in Feet Impact factor 1 30oo 2 20% 3 10% 4 or more 0% 3.) Backfill loads must Le added to traffic load. — TRAFFIC LOADS ON PIPES SNATTUCn AVENUE 0TERC.PT0R SEWER °•a«r n°. Renton. Washington 86-35210 for Williams. Roth and Associates Converse Consultants NW -7. Manholes should be :caigneo to withstand lateral pressures as would be exerted by a fluid having an equivalent d.nsity of 95 pounds per cubic foot (p.f). This value assumes granular OaCkfill acting in COmbinat!on with a full hydrostaric head. An ultimate passive resistance of 400 pounds per cubic foot may be used for calculations concerning the jacked crossing. Uplift We have estimated uplift potential assuming manholes will be five feet O.D. by four feet I.D. with a six-inch thick floor. Woo on this as- sumption, it appears there may be a potential for buoyancy ae to high ' groundwater '.evels. The design engineer snould evaluate uplift poten. tial based on actual nannole dimensions and we+gets. We recommend that the groundwater be assumed to rise to the ground surface for this evalu- ation. Uplift can be resisted by increasing the weight of the manhole. Alter- natively, the base of the manhole can be provided with an exterior flange so that overlying soil resists uplift. For granular backfill , as discussed above, a buoyant unit weight of 65 pcf is recommended for e design purposes. Only soil directly above the flange should be con- sidered. Uplift of the pipe may be resisted by a column of granular backfi 1 having a buoyant unit weight of 65 pcf except along the jacked crossing. ' For uplift resistance for the jacked crossing, a buoyant unit weight Of 50 pcf is recommended. 1 1 1 Canom don,wbm,ew r '8- rThe conclusions and recoe,.ndatloes sunoaarited in tr,s report rare pre• pared in Accorcanct with yelaraliy accepted professional engineering rprinciples and practices. There is no other rarr,nty, ,xprtssal or -,in. 01100. rUs appreciate the opportunity to be of st^v1ce, If ydt have -1y oues- rtions or cwments, or require additiona services, please call , rCONVERSE CONSULTANTS NM r U Susan J. Penoyar rOtotecnniul Engineer can E. Ryden 4 ► /Principal Engineer rSJPZ/DER/kpp r 1 r r r r r Co�nnH Comon•m�Nw -rr 0 c N Y 1 � 2 � v A O + SOUTH SNATTUCR AVENUE' - L\ � 1 •.n.auu .«w r...rio. AlID EXFi•�• NOT" � uno. or .«r•a.. �•v...ww a^vu.u. raar OR SEWER N SSl qO SHAi tUCN AVENUE N�iERGE/T �Sµ� puree. aaa A I :w for wwa*a, pal. awe aaxl.r,a_ �� r Converse COaME4bMft �"�' SANITARY INTERCEPTOR S-401 4+ Preconstr. Conference Schedule of Prices B Bid Proposal & Specs Bks. i ! ?118 W STREETS E AUBURN.WA INOW (:'w)"R-ow ! City of Renton iDept, Of public Works Project: Shattuck Ave. So. iProjec` NO. S-401 _NAMES •ND=pz�;� ! ! Company; Rodarte Construction 2118 A St. SE Inc. Auburn, WA o8002 i (206) 939-053:: Bonding Agent: Hurley, Atkins and Stewart i Steve Palmer, Agent 500 Fairview Ave. No. Seattle WA 98109 (206) 692-5656 ! The following numbers are in case of an not be used otherwise; emergency and should ! Office Manager: Frank C. Rodarte i 3129 M St. SE Auburn WA 98002 (206) A33-4315 iJob Foreman; Roger R- Rodarte 17 East Valley Road i Sumner WA 98390 (206) b9-8535 1 ! ! GENERAL CONTRACTORS I SPECIALISTS IN UNDEROR OUND UTILITIES/N271U1•R0, 0 4 -RF•22500 ' CITY OF RENTON Sewer Protect No. S-401 - Phase 11 ' 18" Sewer Main Installation Shattuck Ave. S. from Houser Way S. to S. ath St. INDEX ' Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map ' Instructions to bidder Call 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 ' "E'id Bond Form "'rroposal *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 Report on Geocechnical Investigation dated .'ctober 27, 1986 Standard Plans ' Documents marked " above must be executed by the Contractor, President and Vice- ' President or Secretary if corporation by-laws permit. All pages 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. 1 CiTY OF RENTON Public Works Dept. Renton Washington 98055 EERIIIT "A" CITY OF RENTON SUNNARY OF IA:R PRACTICES POLICY ADOPTED RY RESOLUTION me, :IAO The policy a: the City of Renton is to promote and afford equal treatment and service to aft eiti eens and to assure equal employ_ mane opportunity to 4I1 persons re0ardtees of race; crud; dolor; e thnieity; national origin; odor; the presence of a non_jab-re tweed phYeioal, sensory, or mental handicap; age; or marital status. This policy shall be based on the prinoipte♦ of squat employment Mortwnity and affirma ti a action guidelines as set forth in federal, state and local taus. All deparMenu of eM City of Rsnton that, adhere to the following gwi dolises: (1) IMP GOYN1RT PRACTICES - All aotivitiee relating to employ. mane •we as woruttmsm ulodtion, promotion, termination and training shall b• %duoted in a non.diooriminatory manner. Personnel decision* will be based an individual pegrormd"Ot, staffing regwiramenta, und in accordance vitt. Covorning Civil Service Lau# and the agreement between the City 01 Renton and the Washington State CO.M�il ,r County and City Imptoyese. (2) COOPERATION wrrs :SUNAN R3pNTS OROARI-•ATIONS - The City of onto" Willcoop 0Pat• Y y—wtrx—at oigcnitatione and eommiotions orgm,ised to promote fair pradticu and equal opportunity to rrployment. (J/ AP .;URNATIVE ACTION PROGRAM - The City of Renton Affirmative a n o wt t matntainsd to facititato equitable roprseeata"O" within the City woPhfo►oo and to assure squat ampp toYm„nt opportwnity to all, It shall be the ruronsibility and duty of all City officials and employees to parry cut the potioirt, quidolinos and eorroeyive measures as ,et forth by this program. Corrective #mploymw programs may ba established by the mayor on ohs r.•,nmendation of an Affirtativo Action Committee for :hood departments in which a protected claw of employees is under-represented. (e) CONTRACTORS' ONL A ON - Contractors, subean Loco cow and see PpP7 don uottnp usiness with the City .>f Renton •halt affirm and subscribe to the Fair Practices and Non. Discrimination policies set farth by Iaw and in the Affirmative Action Program. Copios of this policy &hall be distributed to all City employ#se. shalt appear in all operational documentation of the t'ity, including bid Dal is, and shall be prominently lisp l age in appropriate City faoilitiet. CONCURRED IN by rho City Cannot: of rho City of Renton, washington, this Zed day of Jute 10e0. 'try OF RENTON: RENTON CITY COUNCI;: .Po,y np C COuacil President At toot t Issued, July 10, 1912 iJr� YVA/1� hevlsed, February 9, 1976 t1 er LC'�� Revised, June 2, 1910 CITY Of RENTON Sewer Project No. 5.401 - Phase 11 180 Sewer Main installation Shattuck Ave. S. from Houser May S. to S. 4th St. ' SCOPE OF WORK The work involved under the terms of this contract document shall he full and complete installation of the utilities as shown on the Plans and in the Specifications; to include, but not be limited to: excavation, backfill and compaction, installation and testing of approximately 100 lineal feet of 18- inch diameter sewer main in Shattuck Avenue South between South 4th Street and Houser Way South. The work shall include all manholes, toes, side sewers, connection tr existing sewers, the removal and saliage of the existing manholes, and the complete restoration of all surfaces and existing underground utilities. All contractors participating in the work on this project shall comply with all Federal, State. County, and City Codes and Regulations applicable to such work and in conformance with the Plans and Specifications. p _3 • � pt wJY • r mIF M Ef ., 5�r: 1 s art �■ .. a• 1 "�//// la lid ii i _ .tm tf;� 'rrtiuucr':� • � +-•. �'" �''� ICII 1 i+�a�� IE 11 I�u ��3 5 ' � � �.� _I Ir I !� • ,v ` � I� _�� � .i2F ac lad ,� I=. _' b�• bh �.� ' 11�11� 11r� R�i�' � �I pr .. 4r bR fi/�4'1�'• �� "�' '� Ali � ^� � � � . y Q' Z �� I y3 ♦Z r air 4 I I � III 11� •��I�� It �I b �l y E71� It 11. SOUTHSHATTUCK AVENUE INTERCEPTOR SEWER 1 NIrIUCT10Ni TO OIODER$ ' 1. Staled bids for this ofFite O/ h Proposal will b* recelved p t * A*nton City Clark, Y the City of Aenton 1 on the date so K Ifl*e in Renton City Hall at the the Call for Olds, until 2:00 o'clock p,m, At this time ina bids will bids will be cons id*red tee Publicly opened and read,and the Award mad* as early as P+actfcWhich the bldg.ODPoral n*Y be all he Submd or i tied roan tatter rinse time set for recelvinq oposels sn 7. Th* work to attached hereto• be actwly aYD rot��tend sFine npayayM will the pu edlon e/iAre understood to quanti to add or ro ellml nataao:�t•nm tnrPthat wink as hdatity reseeld rvasuthe light 3. Plans nay be t• mi arced necessary the rl Onsp*ctlon 1Ofers thy t%itlasati�%y atp�±ained i; iht Public Works Department s tt, *Ives o the local conditions by k• Tha bid Prtte for any item must include A necu sa ry for Camp latlOn Of that i the per fO rmanca Of all work fem " described in the spec lficetlons. I. Tot bid Price shall be stated in terms of th ' total amount. In the avant of aft I llepi ble fig A units Indicated and as to a 9urea w; ll invalidate the bid, unit price bid Will govern. rig lved t O Ali is%h ifis•r is ed**medoodvanta ect any and/or all bids and to waive inform- 7. A CertifiedQ°ous to the City to do so. ' the otal check° satisfactory t the City bof dgmade Payable wi to the Director ! F' It of thou[ t reservation amount of the bid Anton in an amount not I*as Will bt returned to vnluccos, 1 shall accompany each bid than returrn*das to aP award dad of con h fact. The check dot'.he�dlately following thei• Chocks e enter coessful 9 the daci P*calp�to/*.Door covari nq ther�full contract or da rSatisfactory to do so, the check lshal Into ntion to award c-,ntraco work withinuld he tons days after damage /or sucA failure, bt forf*I bd to the t1tY o/ g ai or refuse All bids Anton as liquidated t be lf ' 9 �?^e,*tion t"coottas the'explanatory ame' requaPofurther u un^ry Will be offered for oral t a information on particular 9. The bidder shall, uPO" requ4bilifv furnish informs tlon to Y as t And Practic 1 ' t tfactorll the City o his 10. Payment f Y De rform the work. or this work will be made in Cash Warrants, Atv. 7/II/8) ``tY Jf R!'rt On :at' f,r 6+C4 cnatt..tt a.a. Sfrom n3ufr of '05, �•rcncont�a�j'k 0 .5rk{n9 d t rpe the rt' ' a.e s,,•,.'e <t^ nl un a iatluda. betdate Of aaaVulalew McYNIi fORM tat Sir to Jrtat R°SPAh II�to 14# 3aua� 40 of Iih y Tmdlor he city f "" r1QAt to reject tiNllafoa. any aadlor ail aid$ aad to waive any Approved aatha publt Work 3paC11'iCOL{on3 aM tpral ofact e ootaiaed a cart104, or I deposit or ft5.p0 064 }�f !N�Leupydwmwu SMOeateo' Mai� t: Aunt of stack or d�t ;et! toacA of ryrtt Ml"aML ( 1 of adt bid lean The Cit ' t tate total y 3 Fair PracRlcei aAd to policies sDall apply, ' max D pr yTay Rab7',AeC• J A"Ct. I617zl{t:lie �rpRar.1 �i and fa, ' +` r Journa; sr Co+n.rr. :"wart '9 and �6. '9b9 tMig SOMW of 'FIRS .%ZSQuTP Conan"ales !s requix" vpoesrt r es wn ot ro"ral etivo a"" 11746. The i-va sting "Loa and regulations protlds Nat MY ►t"w or PMM"aUs ""notes. " say of their proposed u► "actor and suppliers, ""I asA&* a aft "Itial pare of W bid W n.Inistlar of the twtract=sr It b:. portie ps"d In any "I~ ometre t or subeaearat subject " the ""I oppostYlty, clause, and, if ", shmuor At bea filed all ee„Sferme nperts doe esdOI OPPalCuble L"Wittlaaa. The Cat= beo ra boesfen ~" Outwitting, 2JPractice,d paper date of Jams, g. 1►e0. eaft" a -Fair ►ractlt FOLLOW, r "O"pa ited by is 'Aftivasil" Asti" Metals raadlno "a policy *f the City of aantla M and afford pal tret "a moral" all oltlom.s and to ansers equal employment �i � amaa "o al" ability "a fitn to l pars points regardless of event mreMI inr, etAnlclty. a�j as al$jimt "a, Me presume of a a"-poi-Hissed p\Tl"1, surgery or postal endlcapi ago or varlet NMme. This polley Mall lirwf" eepppplrr to all sestractors, subcontractors &nd supplier* dadvatI{nsga bomi"a With to Clqq Of arrest No &M tree shall affirm and subscribe to said praceicen has pallNas The afor tlon" prwisler shall not apply to "ntr,au may wtmntsste far stubard t2sralsl erppl Sere at haw materials v firms " or"nirtfo" with less than eight aspley"S or "arwta of less than 010.000 ►usira par aaa with W city. Feu the Orer&*tor/subseatracur/soPplfar (►oningfur raforred es a the Oostratosl to required by • see City of Manton to Submit an AfftraOti" Aotile Pl&*, the mlsisss ae"PeshlS Mmanta" of minority Upploymeat Will Da that Portente" Whiah is eurrontlyy listed in Append! I' (City e) Mason Coals ad Pfmatrlesl IV "a publi"Of City of aunt" hf•i.matiTO hetlon Progres, 1.*. 0.11. vh1S pr"rue 16 ,. lul.. •o• •all. . .. . . , . 11, e min ai tismod M. _tat T O,R .41. One• .A. stipulates and serves "at duriq t' *etformance of 1 . •hU o.••+.1't an will Oct 616,1161ns14 ayettlat any Person in hiring, pf^l •t-T 3fe✓arginyy, am""- • satiny or any othot term or Condition of employment, by r"aon of Ouch pera a *tat". is sronco the Ill) categories lieted In par&. I son". Contractor further agrees that be will take affirmative and Continua" action to Insure full tvspli"Ce with such POLICY aM program in all rospectei it being strictly understand and agr"d that failure to comply wltl a..Y of the terms of Said provlaiona shall be *M Constitute a mstellai breach of Nit cm.tract. Contractor "all, upon request end/or as Omni, am possible thereafter, furnish unto the City any and *11 iafor"tlon had t*port, requires:, by to City to datorml" uh,thor full "mpllaco be, be*,, had* b/ the =tractor with said policy and proem and e"troctor will permit games to his ►ank$. records end "counts ly the City for the purpose of in"otigatfan to &*certain such Cesplia". Contractor further sekmm^e Moo that he has rSCeives A Iron and Complete aoPY of the City's 'Fair Practices Policy.- S '/UI en sec • ce on R—umber "PTIFICATIOW SY, COWTRA OR - 2r i.OvacOMMMI i tt MI11R i s ru AvDnsi, CLIP A Sr -%Lr--, a►uuRra ins. Frune RoolaA t ibis, Ae e el n+ PMOHZ 939-G1LS12 I. Contractor/tubcontr soar/suppli" hag leipatad in a previous antract or pubaontract subject to that equal Opportrity Claube, �s _lb J. Compllan reports more required to be filed in eammaction with Ouch contract or Subcontr Actt Jyes _ma I. Contractor/tubcontreator/Iuppliar has filed all compliance reports des under applicable lnstructienst -XT*s _we a. If "svor to lees I is -pal, plea" "plain 1n detail on ""roe eAd. of this "rtificstioc. CPRTIrICATION. fe iofetmeel" abuse to tAMO and cCsplsts to the beat of MY IMOWlesn and belief. _ Rf>r�al k - A-;�ldrp+ Mee , a o gnor p a n s* type eau ptr aliftature 6i Reviewed by City Authority' puts, 1 I CERTIFICATION OF EOlIA1. EIWLOYNEHI Op.O.,TY REPORT Certifitatioa with »gard to the Performance of Previous Contracts or Sub- contracts subject to the Equal opportunity Clause and the fiMS of Required Report a. The bidder proposed subcontractor bareby certifies that he has yy has not participated in a previous contract or subcontract subject to�}Tii equal opportunity clause, as required by Executive Orders 1092S, 11114 or 112e6, and that he ba has not filed wit the .loin Reporting Committee the Director off'@ office TRedaral Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due udder the applicable filing requirements. L , /] � 4q - ( Ompany L by; L .o�1Ae � ('11t1e) Data: i Note: The above certification is required by the Equal Employment Opportunity ` 1egulations of the Secretary of tabor (41 CFR 60-1.7 (b) (1). and moot be T■ 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 el CPR 60-1.5. (Gsaerally only contracts or subcontracts of $10.000 or under are sammpt.) Currently, Standaid For* 100 (EEO-1) is the only report rogw red by the Executive Orders or their implementing regulations. ' Proposed prime tontractors and subcontractors who have participated in a Previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that e1 CFR 60-1.7 (b) (1) prevents the award of contracts and subcontracts unless such contras for submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director. Offics of federal Contract Compliance, U.S. Department of Labor. 1 ' rOBLIC MOIQ Of t1QBOritLLMi •»•• •'V+ fARTICIMTIOg CgRTIrICAVIOM: flEi. RCY 7),I3.6)0 COlyi'MCTS ,�Ctl1)itlG fI0 000�_t1) fN%h PoR NATtBMAIM CONSTIIVC*ION1 MINORITY BUS[IRSS ttAi'itptltt5 (lit) emd MONSW MINORITY 213$n gt WrBRMsu (Mtie) (BUtlgttStt CUM AM OPRIAM IT MOte61t) Contractor agrees that he oball .ctively solicit the mooloy*sst of minority group members. Contractor further eYrweo that be shall attiv*ly solicit bids for the subcontracting of goods or a rvtce* trw qualified minority busiwsses. Contractor shall furnish evidence of his tomplisaca with thee@ requirements of misorlty noployment sod solicitation. Contractor further agrees to consider the grant a, subcontractors to sold minority bidders on the beat@ of substantially equal propvals in the light wet favorable to said minority bmetm*eaoo. The contractor Mall be required to submit evidence of compliance with this *action a@ part of the bid. AD used in this section, the tan "alsority busineas" means a business at least fifty-one percent of which is awned by minority group mmabers. Minority group members include, hot are nor limited to blacks, women, native am@ricane, OvisutAle, Eskimos, Aleuts and St. ,h Americans. The (Yty will con.1dar sworn affidAvirr presonted by oubcontra. ,s In advance of contract award as one was of establishing minority status is accordance with Criteria cited above. To Is 611g1b1@ for award of thin contract, the bidder must axecuto and submit, as a part of the bid, the following certification which will Us deemed a tart of the resulting contract. A bidder's failure to submit this certification or submission " of a false certification shoal render his bid nonresponsive. MINORITY BUSINESS MUPRi St CtITIrICATION t 7°J • Certifies t`.at: Nana of Bidder (a) i (dots not) intend to sublet a portion of the contract work and (haUs not) taken offlrmetive action to *Oak out and consider siooritr business enterprises ss potential subcontractors. (b) the contact* made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether )ME or WME end identify minority group. (If necessary, usa additional #hest.) IDe Mia. Cr. WME 1 g�_Nammee of y1n,Ic a, ,Ant. ® � ❑lid id Ira n, Ms,,- Or [sct• I. ❑ ❑ I. ❑ ❑ A. ❑ ❑ )' ❑ ❑ Mr.No. has been designated as the lialsda o'frAlNam er the edministra:ton o the miooiit• business enterprise ' program for this fin. CgRT1FICATION OF SIDDERS AFFINHATIVR ACTION P%. M Bidder Is to indicate by chock-mast which of the following statements pertains to this bid package, and to to alp the certification for that specific statement: a,1 a) It is hereby certified that the bidder is exempt iron, * City's Affirmativo Action Plan requirements because: "Aver&#* weasel employment level is loss than eight parmmnent asployoss, and the total contract amount with the City during the current year is loss than $10,000." Company Date by: t e opt 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 timat&bl*s which are valid for the current calendar year. onPenY Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Rid Package. Said Plan wall be subject to review and approval by the City as a prerequisite to the contract award, and it includes 1) Present utilization of zdnoritias and females by job classification, 2) Goals and TLetables of Minority and Famale Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Ompeny Date OY: t OR 1 d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Rent" within five (S) working days of receipt of notification of low-bidder status. Said Plan vill be subject to review and approval by the City as a prerequisite o the cuntroct ward, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and %imatablos of Minority and Panels Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. rr �� //II hOAAAtE_ ( 1)A1SYt,NCy1011 agars-y n t to BY: _L/�L.Aatd)•ed�8-------. YTtsf/1F'wi'f _ e Ray. 0/p/75 i 0 N� 211S'A'STREET 5 E ALIBLI,WA EeDe2 Iax193S2 Na F' MAT V" erTi OWN Rodarte Cunstruction, Inc., hereinafter known as "RCI" agrees to the following plan in meeting its equal opportunity obligetivi pRight t to towingiPl Order 11246, and Title VI and VII of the Civil Right Act of 1964. ' 1. igual plo ant opvortuni*v Policy the State of Rodarte Const., Inc. is a c�rtifled Minority Business Enterprise, and has been certifieiicytassureeuthatrasppllcanteincludinwill be amplocreed, Washington. RCI s Po ant without regard to race, end will be treated during employm sex, the presence of • non- ' color, ethnicity, Beneorylorrmental handicaps, age or marital. related physical, status. to every sapsot of employment; upgrading; This policy shall apPlY a scales; and apprenticeshipuormontthejobftraining or lnation; pay O, >:cua�1 1>0_. °lgv�snt Oc-^-°orL,=nity Office: RCI he.-eby designates Frank C Rodarte, President, as £FA Officer with full authority to administer and promote an active program of equal employment opportunity 3. Itis eminatian Of IOlic demote ' RCI personnel authorized to hire suchr ctiI or vise artinvolved and terminate employees, and will ' in any of these actons awilnd lobe 09ctualIde uresponssiiblitiesf� TO insure implement RCI's policy the advice is carried out, the fallowing minimum actions will be taken: 1. indicate of foremen, lewillnbanh•eldrperiodically indicated in above,an Gemi-&nnually and RCI's equal employment not less h opportunity Policy and its em and exp . Than' meetingsimplementation will beds nductedained by the F.EO Officer. GENERAL:ONTRACTORe/aEEC1ALOM IN UNOEROROUNO UTIIRmb/a22101.0"A4W-22SOE 211D W STREETS E AUBURN.WA ss= 120e1 a3POU2 2. All new foremen, leadmen and personnel Indicated in 38 above Will be thoroughly indoctrinated by the EEO Officer covering RCI's equal employment opportunity obligations within thirty days following hiring in. 4. &cLial went A. Any advertisements for employment in the newspaper shall Include "RCI", an Equal Employment Opportunity Employer", or recruitment for "RCI" 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. B. "R::. will encourage employees to refer minority group applicants for employment in discussions reg: Iding the procedure for such referral and by posting appropriate notes and bulletins ' in employee bulletin boards. 5. Personnel Actions A. All benefits, monetary and working conditions will be extended without regard to race, color, creed ethnic�ty, mstlonal origin, sex the presence of a non-job-relate& physical, Sensory or mental handicap age or marital status. The following actions wi" 1 be taken; 1. Periodic inspections of facilities will be made to insure non-discriminatory treatment of personnel. 2. Wage evaluation made to insure non- discriminatory wage practices. 3. Periodically review personnel actions for ' evidence of descrimination and take corrective action where indicated. 4. Investigate in full all complaints of ' alleged discrimination and take appropriate action where indicated and inform all complainants of avenues of ' appeal. GENERAL CONTRACTORS/SPECIALISTS IN UNOEROROUNb UTILRIES/a2334iJ%O-DA41V22Sne ' STRUCIVN NC. 211 VA'STREET S E,AUBURN.W A eeea2 (206)09 0W 6. Training and Promotion A. RCI will endeavor to locate qualify, and increase the skills of minority group employees, and applicants. B. Consistent with requirements and as permitted within Federal and State regulations, RCI will fully utilize training programs for ' the contractual area and advise employees and applicants of these programs and their entrance requirements. C. A program of review of the training and promotion potential of minority group employees will be conducted and these employees encouraged to apply for same. 7, Unions RCI will seek the cooperation of unions in increasing opportunities for minority groups within the unions as follows: ' A. Cooperate with unions to develop joint training programs for the qualification of minority ' group members for membership in the unions and increasing skills for higher paying positions. B. Incorporate an equal employment opportunity clause into all union agreements to the end that each union will be contractually bound ' to refer applicants without regard to their race eol6r, creed, ethnicity, national origin, sex, the presence of a non—related ' physical, sensory or mental handicap, age or marital status. If the union is unable or unwilling to refer t minority group applicants as requested ClR will fill vacancies on an EEO basis without regard to race, color, creed, ethnicity, national origin, sex, the presence of a uon—related—job physical, sensory or mental handicap, age or marital statue making every effort to obtain persons in minority groups. ' GENERAL CONTRACTORS I SPECIALISTS IN UNDERGROUND UTILITIES/022MI-RO-0A-XVIMSO9 LIKWARM (ONS711LI,"T10H MC. 2118 W STREET S.E E.AUBURN.WA OWN (70e)E0a-060E r r 8. Subcontracting RCI will strive to utilize minority group subcontractors or those with meaningful minority group persons in their employ and r use all effort to assure such subcontractor compliance with their equal opportunity obligations. r9. Reports and Records A. RCI will keep those record necessary in determining compliance with its equal opportunity obligations. They will indicate: 1. Breakdown by work classification on each city, r Federal or Federally-assisted project of minority and non-minority gruop members employed. ' Z. The progress are efforts being made in cooperation with unions to increase minority group e..ployment opportunities. r3. RCI's progress and efforts in locating, hiring, training, qualifying and un- grading minority group employees. 4. RCI's progress and efforts in securing the service of the subcontractors rnoted in paragraph 8 above. B. All such records will be retained for three years following r contract completion and be made available for inspection by the Contract Compliance Division at reasonable times. C. RCI will submit periodical reports on forme furnished by the r Co pliance Division of its employees and those of its subcontractors, LY. ' D. RCI will require in every subcontract of $10,000 or more a WR , ,� Affirmativb Action Program consisting of all requirmente ere n or with such modification as is necessary to obligate the r subcontractor to a program of Affirmative Action, copies of Puch program being retained at RCI's office. rGENERAL CONTRACTORS/SPECIALISTS IN UNDERCROUND U71LMCSI W2214I-R04)A-RF-aSD9 r 1 L ROBARTE CONSTWUCTION NC 2118 W STREET S E.AUBURN.WA 60002 (2W)M-O&V 10. Goals RCI has a complement of 13 employees, 9 of which are minority ' group individuals. An appropriate balance in the complement is 31% whits, and 69% non—white. Based on the company's present rate of turnover thu following goals, in good faith, are established. A. Due to a limited number of employees and a low turn—over rate, a good faith effort wi.11 be made to Hire minorities whenever vacancy occurs. GENERAL CONTRACTORS/SPECIALISTS 1N UNDERGROUND UTILITIES/121}01.A0-DA-R4'725D9 City a Rom .. OrINY N c /lewlt ► tRtlr Fels Ar IYeslllpl.ewl-Trwat,t, fooNiPleiades wafo Olrfaarel Aid) OI$�O Wri"VlT Mlap fussy are, disuse am ways. "at his to tes Iwawlwal presh tie oaesittee VAN #reply rrwasl .f bid. ►m twat Il.wa bid 1e g M iwa am tool eawa.r ri- Imiw Or waM In iwa IaTorew or sh oemit ►f shY wma no therein aesW, mI forties. "As tie e.ea.wat two oaf eireotlr Iawaom r wallcitM war trtar alms, An tie (reply war►r eplPomt Is M Is a Mwa►le. r war less pram r erprwlm h refrsla tm►iwalap. W tfW MpaMIT use so Is oaf esusnar wallfot ee rllri=to e p►ir it F n oar wear Porous my immotya agar ~ al"W or slware. M/ tt*TIFICITIM M, &=loom V Off I-IRLST GAIT A FUNDOM Vows W prrapp rasp lw~ IN aotwl tCpieeslc rowlwa a.rplrpp raplltly frees testl•trwt .Ielstims we In feet msil IV ►ram in tie alrcmw. Tirefore. wows hlrwr "airs to ahummr mr use all clo Nta W awe atr- agrNp w to foras p.a watrlols p oosoo 1! wpretlm .1h his .reds, or aontrotf. wcoN us to a.erwrpa resultlnip frees mti-frwt .IelwirN a!r nomine efts tie "to of the pia. motatlm. or 0 No ewllt ewo►llwaiy she prim woear mit rwr or mutract. In awitlm, .*~ rrrmtt She raeretmts that amen of nos o.epl.ro W e.sCOntr�lrt sMl1 well. for me all sucn Cisius to p..rCMwr, w Jscl to tie afrptmtlere pemtlp,. MO usNIRN wR AFFIDAVIT FM I, the Mlwrti pea, M.I'll ban I.Ir sworn, seemed. wr ma certi 1p tessl ^. CenmOTim t Itn This for/arwance of tie sort of his rcjoc,, I .rI I for wcn C lesslfi"tlw of Iowan. wormor,. or tslehealt orlepm In the prfrdonc. of euen worts rot Imp torn the prerei I Iy rots of wfo or ri loss than tie •snow Moto o1 moot ae .focillm In tie Kiwipal oentrsct, that 1 Mw wawa Is* so" we two oiy statemat Ma crtitlmte, ►now tie matenfs thereof we tie sueNwce as w1 for" ti role is trw to esr snwleep and N.oaf. FOR. ON DMJ-USIYI AFFIDAVIT. PoSIMWXT aF MITI-TRUST CLAIM TO ItaU1a5EA hap esINIRaI Mi AFFIDAVIT A"a -s/fwr�f .QrK a r of pftpwt � 7SF��i s..0 Rol oi~�mn �7 L �e jrhrs o I W w• eer yrtal►.e she awes to►ows wa AN hit r.pMY rV M no"" C s wherein, a ! w fYa .afm Nwlely et /S`Ud'f/Cr✓ i 1 1 Herewith find deposit in the form of a certified check, cashiers Cher;,, Cash, or bid bond it,. the amount of S which amount is not less than five percent 1 of the total bid. 1 Sign Here 1 BID BOND Know All Men By These Presents: 1 That -a. R, ApTE CuNSTRucTION. INC. as Principal, 1 and PLANET INSURANCE COMPANY as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of 1 •'FIVE PERCENT is%) OF THE TOTAL AMOUNT R1U" Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, 1 administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee stall make any ' award to the Principal for WF 1RIWT F-401 1HASE� Ii-SHATRICK AVE S. FAH Wif"vev s m S atii s1Rrs•�r accordino to the to ins of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Oblinee in accor- dance with the terms of said proposal or bid and award and shall give tiond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee tht penal amount of the deposit specified in the call for bids, then this obligation ' shall be null and void: otherwise it shall be and remain in full force and effect and the Surety shall fort:iwith pay and forfeit to the Obligee, as penalty end ' liouiddted 'ldmages, the amount of this bond. ' SICd1ED, SEALED AND DATED THIS Ina DAY C1 March ,19 eR POD RTC CONSTRUCTION, INC. -PeeL„ie,. nncipa V CE COMPANY Vu 1 —sty Patty Seto, Attorney-in-race Received return of deposit in the sum of S gLANET INBLTFtANCE C0Z&3FElaN1r tMEAD OFFICE,MADISON FNgDNSIN POWER OF ATTORNEY %NOW ALL MEN EY THEW PRESENTS,Thal IPA PLANET INSURANCE COMPANY.F mrpors,on duly oryuunp YpP,mF I.wt of tM SIFN N RMiOM,n,dpf\M.My Fs", fDMInuN•rtl pppnl tPATTY SAITO of SEATTLF, WASHINCTON ------ M Irw•`0 4Fiul AIIFI NY.m.F., lo'MY.,•.KYN.wl•nd bnNr I.•I,on,ry bn•n.FIVE P,M Kt FM ass, ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP ------- ' aIM M pond IN, PLANET INSURANCE COMPANY IhFlmv N IVIIY"l0 IN,.NNnf.1 II Fisch pops Fp�IpY M p^OFnayil,F..p olhs wnl,ort abli ,n i M1.tMiPOf FAA p1N ban ExF 11"DNN.,OI tM PLANET INSURANCE COMPANY ap ININ P,,PnNIm bV on..,M,DI WFn Oln. ' '"MnOy n„iNl•ul Lonl,r,m•II INK It.YM AIIpMy NIdn-FPF1 IN,ft..W,M MrM,. Thn PInsm, 01 Alnu MY a WAVIld vNMr KM bV NnOouly Of AnRN VII of IPA Fr LWVs Of PLANET INSURANCE vOMPANY wwah bM.mF F1MtnN EFWf,Mer ll.INl.whrth porn,on\M,MN of .It Mru W,d FINFI,rFadmE won.. ARTICLE VN- F%ECUTION 01 BONDS AND UNOE aT AK INGS ' I. The Flood of Dow%wt IPA hWN.nI,IPA CMum•n of IN aossO FnV Efnw,VrA hxd nt,FnV VNf h usunt or AN,R•nl VKa FIEV, ,Or Ot N,efus,dK,pNbd pY,IPA EeMd of Clossip\"Ir NH OoVs,•nd wlMulr 10 is).dorm Allo,fty,mFKt PollIO wAlf IMm to nKun on MMII of IN C uVEN.1.L'Dod.Fnd YndF11 N,I,eI, KOMIOFhaF,Fp10 -I.DI,r,dFmfr,Iv Fp otM, M,nnm ap1,EFiOry In 1M MIYr•IMrpl,•Ind Ipl 101FTON MV WFn ARIXMv+n Fam F1 Mr tons and'"k.IM poWF,•o,d FuNn,1V a.10 him. ' 7 of"',..'N Col y an MN ppN,•p wihpily FWryK110 IN IKm,And I,m,Nlpn,OI iM doss,of FllpnfY rRYM 10 INn, la F.KYn•nO TM CpW�iF s.l,IN COonpFnY popl•p u,MF11FL,,,E1,nnoVEn"VINH,Fo.,,G,of ol0omn,ty Fp ONn VIf,11p1(AIw,.,.n MF NIYn In., \MI MFKM,v for IN NIN,IV of Mr wn t,an,uo10F,iFh,nE.,ntooEn,"Ops FonI,.,Of rp.mm\V an, N.NrII,nE1 Ya,j.,,n, In IN Nll,n, ,MI ' �. wlto,MYI,n{KI FMII MN pONN Ip•Ylnolilr tu..Kulf FlhOarM rNu,IM IO M so.hF010 NNA rV,opm,.N.FpMOCn of npfmnu, or otMr Fo"Sluu-1 p oppMipl W,WlIM,nP FIVE IMY ONI,a1M MN pops,Fp wIMn..I.oPw, IN LNr¢ol MaNmanl Of IN tons",FIVE Io Foaot 01 IN,BY-Lass.1I s Colq,p 0,.1 Fnoo o,NClron InO., ' TM.pomm, OI NID,MY Is arE,NA b,d FMNd bV Ip,InIF YN"' Fp pV wino"" of IPA f"llono1F RMlYhon Foum•d n, IN BMrd OI of PLANE T INSURANCE COMFANy al.,Nnny MM on IN n,day Of Minch.IN],al whuh F oua,um wN po.,n,aN Ny PHunummn MI no,bwn sMnbd ur npNlPS RFMINd,INA IPA pINVol.01 Such dOKlol,aM o11,no Pp IN NI..IPA CM,Wny IN,b plod Io For Wth Flown, of anpn.Y a anv agd,[•N NNI,N iM,FiD by IFesmrN,NW My won pgys DI Marty K Fs1,iNFn MF,,,y wan 1•m�md.FpNium o,iKrlof f NF,.MO b IMu b NLd'00 WINE'"Ou into IPA CdOpnv•p Mr wcn ppNr w F.KUWO antlFMdod pv Ncum.o Motors a,W IKyimilV Np IPA CornpFnY,n IPA hamF won,WgFI in•nv pond o•upFruh,rq lO whrtn n n FiNFhy ' IN WITNLdS WHEREOF.IN pl14 Jl[,ItE INSURANCE bOMp4NY op eta�Nn.1.b.\,pnVO N 11 VmF PmOlso"ap,n corppn.lNl w b Mnlo ptnFd,lmt !I 11 S [IE PLANE 11NSURANCE COMPANY STATIC{ Washington COUNTY OF King t 0.1" 17th dar of September IE86 pwWMlh apw,M Charles B. tirhma l.+ w fM \Mown to As IN VrN 0"q,Mn1 of IN PLANET +NMJRANCE COMPANY.w I Klnora.ppd i,, V,.,,,MlruwNnl Fp ph.p IPA Fp p N<FprapFloM iMrNe.N10 iMI p Polls FIIKiad IN MIFEp,AHm H V II,9,mlOn I, MI Ip1h IKKP,n,pF.l,u In lun bon 7 ap]OI IN Er'L•M 01.ad Lyoy,WnV.MN IPA RNo1VIIM. MY ComrpN,On v ' may is '19 90 ` � Nol.,Puphr map fou sun n. Wsehing RWN-MR Tacoma I, L&wrellce Wr Cariet rOm ANnlanl ENnis,V 01 IN PLANET INSURANCE COMPANY,OD MIMV Nn'IF IV.,1M F FNKt tp"R N p.vM"Na PNHfl may of P Paw.Of AnYNY.Y NFPYNd as NM PLANET INSUAANC'COMPANY.VVE M..udl m full M„a t IN IVITNESS EPNEREOF,I No.NWWnIF WI MV NINEPINS off,. Iss"M ME Cousmny IFd lnd Nayc11 1E RR a•v al wwm.nl iKnurl'�+ - SLMIyI 1 i] Lawrence W. Car let rum r rPROPOSAL rTO THE CITY OF RENTON RENTON, WASHINGION Gentleanrn: rThe undersigned hereby certifjc_1�_that S has examined the site of the propos.•d work and ha,5 read and thoroughly understand X 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 unde.take and rcTplete 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 to writing and in figures.) Signature Address a�ASr.sE Aid A449,kz Names of clambers of Partnership: i OR 11 Name of President of Corporation Name of Secretary of Corporation ire d M/ At 41 Corporation Organized under the laws of AS�rgp fp✓1 With Nain Office in State of Washington at ALI GLu'Al r C1tr of Kenton publle Work& Ofputamnt t 5-401 Shattuck Ave S Interceptor poser Schodulo E from Houser War S to S &th St PVC Pips Alternate SCHEDULE OF PRICES (NOTE: 'Alit pricer for '(ItOMS,*It eltenTIM0 OW SWtol omomll of bid Mull be clown. 9ww u PMces in both words dK flpures tpld where d014dct occur No writ%. or typed words shoU EWmvoil.) ITEN APPROX. ITEM WITH U117 ►RICED BID UNIT PRICE AMOUNT ' N0.wastesQUANTITY R)nit Mess to lro IV&t W to WOW VOLLARs Schedule S Manhole, aS Inch Diameter with Each extts thick bare or Fiance : s Sy0O 99' a Par h (Wards) (rlDures) 02. 1 Wenholt, SA inch Diameter with Each Drop Connection and exit@ thick �j' 00 boss or flange a �' 00,QQ A>o , ►er Each 03. 2 Remove and Selvage existing 00 Each manhole 00 //__M�y� l�rc Iq�v.vlr.rl t No�/DO per Each 06. 700 18 Inch Disaster Sewer Pipe Lineal Fact (PVC) $yQ7 37. fOo90a E no Per Lln al root 05. SO 10 Inch Disaster Sever Pipe /t Lineal Foot (PVC) �1t 1•� ', e{vo No c(T Pser Line 1 root 06. 15V a Inch Diameter pipe for Lintel Foot Side Sorer& no 00 ow— S A!O O( rFor Linos root Dr• a is Inch 0 a Inch tta$ .7W r �/� 1 /_^ Each g2 O. 00 1,E Me o psr Fecn r Page 9 city of Renton . public works Department S-601 Shattuck Ave s IPtercepkot Samar Schedule a from Mouser ray S to s tth St PVC Pipe Alternate ' SCHEDULE OF PRICES (NOTE: Unit prices for Rooms,all estentldns and weal amamt of led must be Noun Saw Unit pr(ces In DON words and figures mnd whom conflict occur We written or typed words eMU prow(L) ITEM APPROX. ITEM WITH UNIT PRICED 010 UNIT PRICE AMOUNT NO. QUANTITY (Unit Prtees to be Written in Words) A T Schedule a 00. 1 !°red Ctosaing Of ON Railroad ga Lump sue Including Casing Pipe � 000,007�! t Twutl merle hausuni V0 •V`"' ►at LU Sum (word.) {rlgurPe) 09. 1 Manhole, SA inch special at as ec Lump Sum eith Extra Thick Rue or ►lange n/Ir 00-00 12NfNl— POT wl Or Pei n Sum 10. I66 Pipe Foundation Gravel Ton t One75lioo Per Ton 11. 2000 Gravel borrow for Trench aack•ill .� Ton 1. 75 3 5W t -Isf00 Pa, Tun 12. 260 Crushed Surfacing Top Course 00 Ton 7/e Minus t Twelve A Pu ton 11. 100 Asphalt Cogent Concrete Clogs a Ton Including raving Asphalt for Gp,� G U�� 't nth ps tching SD v • st ar Ton '1. 14. 120 Aepholt Cogent Concrete Class a art Ton Including Paving Asphalt for //�. M /3 i/i//y• 2- revsmint varlay 9 00 77L, S /UO � psi Ton -- i 1l t1 page 10 City o1 Ashton . Public work. ospertment 5-401 Shattuck Ave S Interceptor $Over Schedule A free "sugar way S to S ern St PVC ►ipe alternate -SCHEDULE OF PRICES- (NOTE: (Unit prices fro aulterrW all ertentlau Brd total a"cmnt of bid "mist be"vn. 9t:w unit prices In both words and figures and whom conflict actor Me written or typed wprdr shop peevalU ITEM APPROX. ITEM WITH UNIT PRICED GID UNIT PRICE AMOUNT NO. QUANTITY AMU Prim to be Britten In Wwft) A xManho. • eo 11. 10 toJGrL Mennole in Catch on In �M M /r —^^ Each to Cnd. following Parnont V� W Y_f/of Ora fy _ ►er Each (words) (rl$ur.$) 1s. S Adjust Volvo wog to Grade m0 E ecn following p.vaeant overlay 9s M Z175—� $ J W _J P.t Ea 17. l Television Inspection / (.Jw / �0 2. Lump Sum ' pJ0 s Par LUMP Sum Is. I Construction Staking end L uwD Sue AS-Built NotesAW / s00r� / s� P All- Pat Wmp Sum 19. SO portion($ Cement Concrete Curb end _� Lineal root Gutter (Removal and Replacement) ��.00 900 Ret Weal root 10. 40 Portland Coomot CanCT9ta Sidewalk SOuate Yard (aevor. and Replace) W I /t!I Per Square Yard I' 11. 400 Lana Strips (A Inch wide Continue) . '� Lineal root ' I A/0 (1CI„(WS f t'S00_ t�E� Per tlnaal root ' h9e 11 City or fonton . Public works Deportment ' f-4O1 Shattuck Ave S Interceptor S,-or Schedule f from Mouser wer S to S Ath St PVC Pipe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for aUltsms.all ettentlorw and total amount o/bid i must be ftwm grow unit prices in both words and figures and when aon/Uct occurs the written or typed words efroll prevalU 1 ITEM APPROX. I ITEM WITH UNIT PRICED 8I0 UNIT PRICE AMOUNT N0. UANTITI (Unit htcos to be Written in Words) AS CTS. DOLLARS Schedule a 22. 710 Pointed Double Yellow Center Lineal root strips (6 Inches aide tech Strlpe) f No DOLLMs /t Par Llnsel foot (words) cr 1purrel 21. 360 ►ointed Gore Strip. f Inches wide ' p L1nse1 foot for Channelitation . Gy 1 s tY2 AOt_IdP( _r 1.0 ►or Linea) root 76. 26 Pelnted stop far (la Inches wide)Uu (� (,(o n1 root • (�6� a-1 �— 04 f Per Lineal root ' 2%. 360 ►ointed Crosswalk (far Pattern Lineal foot la Inch a 120 Inch lace for) D�• W f '10 ' Per Lineal root 26. 200 Pointed Crosswalk (Parallel Pattern . / p Lineal root 12 Inches wide) O f ' Pet Lineal foot 27. a Pointed Traffic **ONLY** /�� �S 13 loch 8 00 f StlLm�}n[t'11t GSI/00 Per tech ' 26. 11 Pointed traffic "Arta•" /7 taco ' f S��rt,t��Pn t N/ems Pei tech iPep$ 12 rCity of ihnteh . Public fork$ oepertaant S-001 Shattuck Ave 3 Interceptor Saw, r Schedule a rroa Houser pr S to S nth St PVC pipe alternate r SCHEDULE OF PRICES (NOT& Unit WCte for all)toRs,all d:tentiona orrA total pendant of had must be shown. Show unit Prices in both worts and ftgurss and whom cWtAcL occurs the written or tyttad words shall PmwIL) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRLCE AMOUNT assMaO QUANTITY (Volt PMcea to a Written On Words) rSchedule . 29. eS r plastic traffic Button Q Each i q.77" Z#/0 rper Each (fords) (Flgucos) Subtotal Schadute " a" E rE.1% Sales to. S +)-++-�++s�E total Schedule r r r r r r r r r r page 13 (rate. pelt trtetA lot oll ter, ett ortwla eof teem eMtett et AYf rret M Nw. aler troll rrteee JA JOtA Herb Ae/ tJp»e Aef there Yta/ltti eMrre iy vt1tW eat tYMf wrrt YeJJ /ervetJ.J STSJI Arroax. IT SM MITY IMIT ralC&D BID WIT ralCa Al10UMS a0. OWNTITY runic Priem so le rrttew is carte DOLLUS CTa. DOLLARS CTa. ' Ta No mmslo= all n UMT AOaw TO "An awame w Moat a 1 TaU . 1 AMMOR I SM. MD LA u "Am To (10) DAYS Arr3 va" x KMON TD a NPLM YI IY WO 11110 DATA UAWIMW DOMTaO r M. MID Tale,ate" Day T 1p 0► CSIrT Or ADDMDAt We VO• Tt Tt i DO ATE tIONID TtTu SAW OF COWANY � ADDaesa � CITY/STATI/IIt ILL Ta1.VYOM m Ov tarroe CrATI comwTuemm - OaD1U LICOU r LICaNIa a r UNANIMOUS RESOLUTION OF THE BOARD OF DIRECTORS OF RODARTE CONSTRUCT IONy.. ' Pursuant to the Articles of Incorporation, Bylaws, and this special meeting of the Board of Dit_ctors held on March II, 1986, the following resolution► are unanimously adopted% Be it RESOLVED, that the corporation'■ president, vice president, secretary and treasurer are hereby authorized to effect loans on behalf of Rodarte Construction, Inc., and to renew or extend loans from time to time, and for such loans and any extensions or renewals thereof, to make, execute and deliver the promissory notes of this corporation and to pledge as collateral security for such loans, or extensions, any of the tangible property of this corporation including accounts% PROVIDED, HOWEVER, that any loan or extension of credit to this corporation shall require the signatures of two corporate officers. The existing corporate officers and pos!.tions held area ' President: Frank C. Rodarte vice President: Roger R. Rodarte SecretarylTreasurer% Meredith B. Diddy All loans and extensions of credit to andnrsed shall be and hereby are fully ratified by ehis Board of Directors; and be it RESOLVED, FURTHER, that the corporate officers, above stated, shall also have and are hereby given the authority on behalf Of this corporation to enter into, make, perform, and carry out contracts of every kind and nature whatsoever, and for any lawful purpose anytin pertaining to this co firm, association,ineas dealings co.porationl, 'i an individual, entity, or governmental agency. ,I All contracts so entered into shall require the signatures of two corporate �ffic rsrat bed r* said by this ' contract is deemed approved I corporation. -t- ,I Thi• unaniwous resolution i■ so adopted by the undersigned board of Directcre which constitutes all of the members of the Board. Ro R. Rodart• - t Me rc t B. Gld y N 13d.5 t t 1 r I BOND TO THE C'TY 0, HEHYON KNOW ALL NEN BY THESE PRESENTS: That we, the undersigned_ _ as Principe A • • t et 'o P , and PL,`ICT y.0 'Y .va e A mrt^, t,'n an.. and ratting under the wS o t tote o t r y corporet On Or co rporatlon, ana R-all f I under tM 1 W urnrtad upon bond{ of contractors with ash n al • surety ewnl ti eCi b t e sate 0 S gore t0 become surety' severally help ana Iirm iv bound to thwCitofp/rytior•s, as Surety ntv are S 7 u5,21 Y Mntbn In jointly and selves and our for the payment of which e penal sum of s uc castors, harm, aOmini sum on demand we bind case may be, stra tors or Personal representatives, our- as the This obligation is art ton, ered CiIntoy In Pursuance o/ the Ordinance of th e t of Renton. the statutes o1 theState o/ Washing- Datwd at_ a®art y Washington, thiseA /e "t) Neve rthsl aY Of je!3-J leu eta, the etntlltions of the above obligation are Such that: '—`17 '4Y' WHEREAS, under and pursuant to Ordinance (or I ROSOlution` No, 2295 Providing for .y" v.,r,�r., .•., inrdu,tl.o inn an tie., urtu�k hon9er 'ay S, Sa ti, ash b"t, w^�ch e0ntratt iswre erred to herein and a ern and ix maac a part ereo as thou h g attached hereto). WHEREAS, the said urineinal has accepted, or is about to accept, the said setundertake to Perform the wort therein Pro far in the manner set forth; contract, and and with in the time Nov, 7HERErORE, it the Said r "' ulir RODARTC CONpTRi'CTIo9, 0N. lMil f i f � perfOrM. al the 0, t",areln set forth, 0 the proves ons o said cent ract n fatd COnt fact, and ,hail or within Such extension, Of time the mannar and w thin and all Pay all laborers, mechanics, as 'rw be granted under f uPRii ract es p'orOthewcar�hN l supply ,aid principal or subcontractors Ors hndrmaterialovisions and from any 'oss or dama�nocCaftonedn 0ito any and shall hold said Clt lessness 0, n the Part 0f s parson or Property b y of Renton harmless egligente on n v v reason of any care- 0ormence of ,air word,, and shall indemn Vy inanti ua 1, or any subcontractor In the per- •+v damage Or expense try reason of faliurr Of hp Id the City Of Renton harmless from oract or parfO rmetlmunder ift appearing Or d►velop leg rn robe materl material sortified In said provided bi the City,of Re n cons yet within a period of ono year f workmanship Pfovided wire ; an, then and in that event snit obis ate na ter Its acceptance thereof t s�xI be Ora rena,r in full force and i" q o shall be void; but r ect. other- RODAR a uYSTRucTEo t•, PLANBT 'It ft! HrE 4pyy Y Rot r+vFsed: 8/16/8J YarY A obhe,J Attorney-LO-Past 1 PI..ANZZ' IZ4WX7] A6Z4C3E COMPANY NIAO OPPICI,tmolooN.SnKDNMN 1 POWER Of ATTORNEY 1 YNOM ALL MIN IV THISI MISINVS TN.I 1M AUNI"NSURANCt COMPANY t101110i di--1-W uM«M.ww• •. +• n'IY.re.•Wn.qpp MraYY I•UN.CAMl1l.N',,,1 y ., HARP A. DOBBS of SEATTLE, WASHINGTON - 1 n.I. ..N lwYu,AndMh'-pal,it iYa. ..pup w,11M"1 w0l lw,pad M.1.tai4i pW«'n w9 pM dpd ANY AND A:... 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AwMa�IR Y� A - A aMlw+unc �763117-01 3/24JU ° 3/2t/84 wa M wua i. ��d�'lMa UiaY0.:A��MM t L Z MenOtM CealeNeAtrON - - �.. . __- ' NrAn•� i [!K'.AMtK,NrciJP1-.Nlmx We •t+ �+r.e at v.i rs .p ce NK t„t.x =.,....[. ...enn . ._... IIEt 5-4011 la Sasitary Scalar lnstallatlan on Stlettotk AMmea SDOU fre, rouser May Soath to Swth 4th Street w City of hIMall "• . "[ANiK NMMIiC WIKAtN CAMCtu. a 1 yhm NAAtM vMt ""t" COMNAMvhib can ti A 2� ��Mmw u 'I@- �t MAh M alrp Avt ryM MOTKt•.�fM ttllvypAfl rglgq MAy{O r0�w 1�a�� .lyh s" 3WAU Is"iIlk" TAN IMN ro MAR WCN Fo11tt ytAl4�Wy�h�}N�ywy}y���M 1M.YtuH:Ml �wA wwwtA .11AY4�tt iv!Mr "W('Ur0Nw4 Y_0,*_dji1'S.i.iT'pL^\A�IY�t Aunt wwn"w.tlaJ Ptlbt .� _ ",ai Mart rAll Wy DEPARTMENT OF LABOR AND INDUSTRIES TwS OERTFlES TINT THE PERSON NAMED M HLON IS REGISTERED AS PROVVa, µV AS A T . CONT CONST GENERAL COl ROCAR2O22509 3/24/89 STATE OF ,WSHINGTON ROOARTE CONSTRUCTICN.INC 2118 A STREET S E AUBURN WA 98002 reaeou+wlayl t MTN-M IO WKAV LERTW"TE J 1 1 r ISSQED 03/23/88 CITY 0F 60N 9497 BUSINESS LICENSE DAN CLENENTS_ FEE 2118 A ST SE FINANCE DIREMR Licensee has made appllcatlon lot a City of Mnton Bu •fees Ltcenss in aCcordNce wnn the prorb eons of Tilde V,Buslnats Rsouimions Chaptat 1,Code of GenerstOrdinances of the C of Ranton and agrps to comply with all the MQUltements of sa,d urd,nance Licensee shall lurlhe, omply with any and all Other City Codes.Ordinances.$late Laws and Regulattons applicable to the business at, hvity i,censea hereunder RODARTE CONSTRUCTION INC 2118 A ST SE AUSURN NA 99DD2 i •I+MR'-]lt:.+,. 7� L"�C="A"�7Bc.�'^"!"�2�C 'w".'.�tL.. 1 1 r i i 1 1 1 IofI ' CONTRACTS OTHER THAN FEDERAL-AID FHWA ' THIS AGREEMENT, made and entered into this �day of _t^Aw+e . ISE. by and between THE CITY OF RENTON, Washington, A municipal corpora—t10n Of the State of Washington, heryinzftar referred to as `CITY' and ' Rodarte Construction Inc, hereinafter referred to as 'CONTRACTOR.` WITNE5SETH: 1) The Contractor shall within the time stipulated, (to-wit: within a,� _ working days from date of commeccemant hereof as required by the Contract, of wl ch 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 shalt complete the constvuction and installation work in a workmanlike manner, ' in connection with the City's project (identified as No. S-A01 for improvement by construction and installation of: 18" Sanitary ' ,ewer Installation on Shattuck Ave S. from Houser Way S. t< < Ain ce_ 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 tapplicable codes, ordinances and regulations of the City of Renton and ' any other govermgntal authority having ,jurisdiction thersover. It is further agreed and stipulated that all of said labor, materials, ' appliances, machines, tools, equipment and services shall be furnished i Contracts Other Thin Federal-Aid FNMA ] of 7 subcontractors should violate any of the provisions Of this Contract, the City way then serve written notice upor him and his surety Of its ' intention to terminate the Contract, and unless within ten (10) da,s 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 trespect. In the event of any such termination, the City shall ieasadiately ' serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, tprovided, 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 1 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. ' /) The foregoing provis, , are in addition to and not in limitation of any other rights or remedies available to the City. 5 of 1 Contracts Other Than Federal-Aid FNMA notice as heretofore specified snail be given by personal delivery thereof or by depositing same in the United States •ail, postage prepaid, certified or registered mail. 1 1) The Contractor shall Commence perforaance of the Contract no later than 13 calendar days after Contract final execution, and shall complets the full performance of the Contract not later than �_ 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 and agreed that the damages to the City occasioned by said delay will be q the sum of Two_Hundred Ten Dollars (S210.001 (Section 1.OB91 ias liquidated damages (and not As a penalty) for each suth day, which IShall be paid by the Contractor to the City. i 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 ❑aterials or workmanship. IThe Contractor shall be under the duty to remedy any defects in the work and paj for any damage to other work resulting therefrom which shell 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 Ireasonable promptness after discovery thereof, and Contractor shall be i i r rContracts Other Tnan Faderal-Aid FHWA 7 of 7 rIN 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 rhis hand and a") the day and year first above-written. CONTRACTOR C1TV OF RENTON res en ar ner ihB r } l ATTEST. Secretary rd/b/a Rodarte Cons n Inc. - — a WA - rIndividual_ Partnership r Corporation ALy'•,. iligirou Corporation State of Incorporation r rAttention: If business is a CORPORATION, name of the corporation should be listed in r 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. r if business 1s a PARTNERSHIP, full naIN 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, rIf business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. r r r r CONTRACTOR/SUBCONTRACTOR MONTHLY NMPOM[R UTILIZATION REPORT C)fi+ Rr"PIMNG PER100 . Month. Year: be submitted to tlr City's Project Goals and T,uetobles u eowitted 6ngin**r duting the let ta1*k of following �� • l in Contractor's Wirmativ* nth while contract 1a in progress, Prier ' Action Plan t ntrector is responsible for obtaining aM '—' -- Wmitting all 1kibctntr*c%*rr or per City's Plan 9.1 t 'o: (Mar aea looatl•e of C•ePllaat• asonry o•rt ) From: (Nam• a e locotl." of oesaraatet) is report is required y ecut ve e' 1124ett on r'tiJ# to report Can *suit 1n sanctions which include suspens., , termination, ..ancel .tns or debarment of contract. t . 2. y b. eirw. retal tal ibrk Nouns or Imploysent (so* foot, r' rimy nuabor numbo, f C Magi j ' w/h of o of at pity tapbr• fie*- xis- •r. Asian. o:a1 total compW^a mass (i.D.) T+'ada tiara rote elaok panioYalab pseL' tNP1ov- ao• tol.n. alo vT too Tt An Tr An Tr icspay i•ia a na urs N • net• lansC ♦ sphoM Aueb•r (tneluao Ares Cow e' 1"77 (•Melee L remelss, "Minorities s Non-minorities) page of 7. &0 (submitt*l Mqulraments a City's cools/Timetables) ' R6 UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL ACES In accordance with the provisions of Chapter 62, Laws of 1971, H.B. 6I1, the Contractor shall secure any permits or licenses ' required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Kini Count Ordinance No. 1S27 requires Building and Land ve oilmen v s on an Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes in drain design standards to be incorporated into pro act design stand- ands to be incorporated into project design Ly Engineering Services. Revvew by Hydraulics Division, King County Ordinance No. 800 No, 900 No. 1006 and Resolution o. 8778 No. No. 11242 contained n nQQ ounty code Title* a and 10 are prov s ons 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 Agency Regulation I_: A regu- 7:ion to cnntroPollle ion Cone of W concaa N Strom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (Xing, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70-94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18.02: Requires operators of stationary sources oP 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. See Puget Sound Pollution Control Agency Regulation I. R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure t e 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 other aquatic life, and the industrial development of the State, and to that ' end require the use of all known available and reasonable method.% by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any or anic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of SS,000/day for each violation. R.C,W. 70.9S: Establishes uniform statewide program for handling so was which will prevent land, air and water pollution. Makes it unlawful to dump or deposit d wastes onto or under the surface of the ground or into the aters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.C.M. 76.04.370: Provides for abatement of additional fire hat, ar an s upon which there is forest debris) and extreme fire hstard (areas of additional fire hazard near building, roads, campgrounds, and school trounds). The owner and/or person respons• Lbl• is fully liable in the event a fire starts or spraads on property on which an extreme fire hazard exists. tR.C.N. 76.04.01% Defines terms relating to the suppression or a atemen o orest fires or forest fire conditions. ' R.C.M. 70.94,660: Provides for issuance of burning permits fnr AMISS or pievention of forest fire hazards, instruction or silvicultursl operations. R,C.M. 76-04.310; Stipulates that everyone clearing land or c ear ng r g •of•way shall pile and burn or dispose of by other ' satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department way specify, and in compliance with the law requiring burning permits. ' R.C.W. 78.44: Laws governing surface mining (including sand, grave , $tons, and earth flan borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and inspectian of operations. M,A.C. 332.18: Delineates all requirements for surface mined an R- amation. M.A.C. 33S•24: Codifies requirements of R.C.W, 76.04 pertaining ' to aI eTeiring and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River end Harbor Act of June 13 1902 Author- xe$ ecretary o rmy N2 Corps o ng veers to $sue permits to any persons or corporation deslrint 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 01.92-S00 "lo sta% ufhoii'xes the ecre ary o t e rmy, acting through the 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: FF5vTTo—s—fX—&t-3 charge o refuse w ou a permit nto —na-VTjahle waters is prohibited. Violation is punisha'le by fine. Any citi- ten may file a complaint with the 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 Reso•lu.lon No. 25799 requires an unclassified use pens or filling quarrying (including 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 Manapsom��ent__�__Ac_t 1971 requires a permit for construction on a e a ore new nI{-acquired by Public Works and reviewed by Building and Land Development Division. Kina County Ordinance No. 1488 requires permit for grading, land LtIIs, gravel pits, dumping, Quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEFARTMENT OF FISHERIES AND Gk;E Cha ter 112 Laws of 1949: Requires hydraulics permit on certain pro acts. (King County---Department of Public Works will obtain. ) ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 115.220: Requires a National Pollutant Discharge Elimination ys To permit before discharge of pollutants from a point source into •5e navigable waters of the State of Washington. t W.A.C. 372.24: Permit to discharge commercial or industrial waste wa era n o Late Surface or qround we ter (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 Y*--r`ev-r@-w-eJ-E-y7Te Department of Ecology whenever it is desired .o char-e the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. M.A.C. 5 88.12.220: Requires permit to use ground water. W.A.C. S0O-12.260: Requires permit to construct reservoir for water storage, N.A.C. 508-12.280: Requires permit to construct storage dam. M.A.C. S08-60: Requires permit to construct in State flood ' con ro +-zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc. ) . •3• PERMITS RE,QU RED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATUR41, RESOURCES R.C.W. 76.04.1S0: Requires burning perait for all fires except o£—F—s aTT'ouT3oar 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.M. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and ex:essive air pollution. R.C.W. 76,08,030: Cutting permit required before cutting merchant- s e a er. R.C.W. 76.06.Z75: Operating permit required before operating power equipment in dead or Born timber. P.C.M. 76.44.080: Requires pe nit for any surface mining opera- tan (including 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 or construction (other an r ges, see S. Coast Guard administered permits) on navigabl^ waters (King County Departaw of Public Works will ohtain). FIRE PROTECTION DISTRICT R.G.W. $2.28.010 $2.28.020 $2.28.030 S2.29 040 52. .050: ro e' v s authority or, requ semen s o an pens es2g oTr failure to secure a fire permit for building an open fire within a fire protection district. ' UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Bridge Act of Marc anTe—N—r—&T-Irldie Act of 1946 as amen e Tu ui�T 1956: Regqu resT s a perms or cons ruction o`fVole on nav s e waters (King County Department of Public Works will 0bta n) . King County Department of Public Works will comply with pertinent sections of the following law while securing the afore- mentioned permit: Section 4(f) of Department of Transpportation Act, National Environmet.tal Policy Act of 1969, Water Qustity Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY ' Section 9.02(d) 2 i1i� of Regulation 1 : Request for verifica- tion df—populat on enaTTy— on roc or should be sure his opera- tions are in compliance with Regulation I, particularly Section 9.02 (outdoor fires) , Section 9.D4 (particulate matter- -dust) , and Section 9.15 (preventing particulate matter from becoming airborne) . 1 4 r rPERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY r Title 40 Cho ter Ic Part 61: Requires that the Envircnmental rPotocTUVO-_ ncy be notified S d6ys prior to tho demolition of my structure containing asbestos material (excluding residential rstructures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for ron the various road projects. Copies of these permits, orainances, laws . and resolutions are available for inspection at the Office of the Director of Public r Works, 900 King County Administration DuildinQ Seattle, Washington, 99104. It shall be the responsibility of the Con- tractor to familiarise himself with a:l requirements therein. r 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, r r r r r r r r r r r r riYv-R3232?-AA OREVAILING MINIMUM HOURLY WAGE RATES 43VE45EA ll. 19e6 rO,CJPATIONS FLA;GERS LOCATIONS CL-ALLAM. GRAYS NAi O04. ISL-AND. JEFP:RSON, KI43. U TSAR. LEWIS. r MASON. PACIFIC INORTH Of WAHKIAKJM COUNTY NORTHFRV BOJNDARv EXTE40FO JUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT. SNOHOMISH, THJRSIJN. WHATCOM COUNTIES, AVO YAKIMA COUNTY ITHAT rAORTION LYIN3 WEST OF THE 120TH NERIOIANI. FRINGE PEVEFITS rTUTAL HOURLY 9LNEFTTS 3.43 V HR. WAGE RATES rOCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE r 260-0010 FLAGGER 1).7S ZSO-0020 FLAGMFN rOTVER 260-9010 STATEI 10RTI14E - ALL HUJAS WJRKEO iN EXCESS r OF 9 HOJAS PER DAY OR A3 HOURS PER ME" SHALL 9E PAID AT OVE AND ONE HALF t14ES THE REGULAR 1ATE JF PAY. r r r r r r rCITY OF REVTON rSHATTICK AVE. SJJFH INTEP. EPMA SEWER r PA3% 1 14WY-P$2320-44 PR-V4I LING MINIMUM HOURLY WAGE PAYES N)VEMBER 13. 1986 'OCCJPAT IONS LAdUMERS LOCAIIUN7 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, K14G. KITSAP, LEWIS. 4AS34. PACIFIC tV)RTN OF MARKIAKUM COUNTY NORTHER4 BOIINDA'1V EKtENOE0 OJE WEST TO tHE PACIFIC OCEAVI. PIERCE. SK4Gt T. SNJriOMISH. TiURSTJN AND WHATCJM COJVTIES. ' FRINGE BENEFITS REALTH AND WELFARE 1.75 1/HR. PENS114 1.55 6/HR. TRAINING FUND . 13 1144. ' WAGE 4ATES JCCJPAT[04 OCCUPATION STATE CODE r)ESCRIPTIo4 RATE GROUP 1 50-2130 W(V)0W CLEAVER d,46 GROUP 2 350-0090 9ATCM MEIGMMAN t0 J8 310-0460 CRUSHER FEEDER 10.78 350-LZ60 PILOT CAR 10.18 350-I8/0 TOOLR))M M44 (AT JOB St TEI 1004 GRJJP 3 ISO-0080 R4LL4ST REGULATOR MACHINE 1-4.06 350-0340 CAARE14TEA TENDER 14.96 3SO-0270 CEMENT FINISHkA TENDER 14.96 350-0310 CHIPP44 14.96 354-0340 CHUCK TEVDER 14.96 350-)35J CLEAN-JP L483RER 14.46 3SU-0390 CONCR=TE FORM STRIPPER 14.96 350-0410 CURIVi CJNCRETE 1406 3i0-OS?0 OEMOL R ION. WRECKING AND '4UVI41 IIVCL• t406 CHAR;=3 MATERIALS) ISO-0111 EPOKY TECHNICIAV 14.46 350-0611 GABION R4SKET 8JILDEK 14.96 ISO-WO GENERAL LA804E4 14.96 353-OW6 GRIVDERS 14.96 350-1170 PDT Ta NDER t4.96 rCITY if REVTOy SHATTUCK W. SOUTH INTEKCF.PT3A SEWER PAGE ? I401-432121-AA PREVAILS45 41414U4 HOURLY 043F RATES 0VEKBE4 11, 1986 �3CCUP4Tl ON% 0630kERS L3CAT1341 CLALLAM, 64AYS H43504, ISLAND, JEFFERSUN, KING , KITSAP, LEWIS, MASON. PACIFIC (NORTH Of 44HK14K4'1 COUNTY 4341444 60U4344Y EXTENDED )JE NEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SNONONISH, THJRST34 AND WHATCOM COUNTIES. ' WAGE RATES JCCJPATIJN QC:UP4TIUN STATE COD° DESCRIPTIOY 44 TF GAOUP 3 350-1390 POHDE114^1 HELP£4 14.96 350-1765 STAKE HOPPER 14.96 ' 350-1880 TOPMAN - TAIL44N 14.9h 350-1940 tUGOEP JPERATOR 14.96 350-2010 VIBPATING SCREED MR. GAS OR ELECTRIC) 14.96 GKOUP 4 3SO-0050 ASPHA.T RAKE4 15.44 35J-0250 CEMENT DU4PFR - PAYING 15.44 350-0420 CONCRETE SAW OPEMATOR 15.44 353-0b50 DRILLER - WAGON AND AIR TRACK JPERAT3R 15.44 350-0720 FALLER AND SUCKER - CHAIN SAW 15.44 ' 150-0440 GRADF CHECAF4 440 TRANSIT M44 15.44 350-0950 NIGH SCALER 15.44 350-4980 JAC Kfl 4MER 1h.44 ' 350-U190 14ANH04E 9UILOER 15.44 350-1203 401ILF4A4 IC3NCR fE PJMP. GkEE4 CUTTER WHEN 15.44 USIV3 :310144TSON OF HIiH PRESSUA2 4,14 AND WATER 04 CJNCRETE P" RUCK, S1408LAST, GONN(TE, SHOTCRE" ER BLASTER 350-1256 PAVE4E4T 04E4KE4 I5.44 350-1315 PIPE 4ELINE1t (NUT , TYPEI 15.44 )50-1280 PiPEL4YFR AN) CAULKER 14.44 350-1485 RAIL424n SPIRE :'ULLER I?QnEWI 15.44 350-1753 SPREAOFR (CONCRETEI 15.44 350-1750 SPREA)ER - CLARY - 'IWER 04 SIM(LAK TYJES 1K.44 354-18v0 TAMPER (MULTIPLE 44D SFLF PRJP£LLP31 15.44 )5 J-1920 TAMPER AND SINILAk ELECTRIC. 4Ik 440 GAS 15.44 3PF44 Tv TOJLS 150-1865 TI ONE 44AN - SEWER ILAGGER, SHU4EA. C CRIggFI1 15.44 353-1905 TRACK LINER IPOW ER) I5.44 rCITY Jf 0:4T34 iHATTUCK AVE. SOUTH INTERf.EPTG1 if WFR PAGE 1 1 HAY-R3L320-AA PREVAILING 4I41MU4 HOURLY WAGE RATES 4)VE49E4 13. 199b OCCUPATION: L49ORERS LOCAT104: CLALL44. GRAYS HAiBOR, ISLA40, JEFFERSON. KIN; . KITSAP, LEWIS. 4AS3N. PACIFIC IN'IRTH OF 4AHKIAKJ4 COUNTY 434THEt4 BOJNDARY EXTENDEC OJE WEST TO THE PACIFIC OCEAN$, PIERCE, SKAGIT. SNOHOMISH, THJRST3N AND WHATCOH COUNTIES. WAGt RATES OCCUPAT174 OC-UPATIDN STATE ' CC OE DESCRIPTION AATF GROUP 360-2000 V194AT)R 15.♦♦ 350-2090 WELL-POINT MAN 15.44 GROUP 5 150-0230 CAISS)4 WORKER' t5.90 350-ILIO 41NER 5.R0 35J-138) P043E44A4 IS.RJ 350-1500 RE-T14d ERMA4 15.8J ' OTHER 150-9310 STATt: EFPE:TIVE 12/1/84 DELETE THE CLASSIFI- CATION OF CLEANING LA80RER FR34 GRPJP 1 AND ADD IT TO GROUP 3. 350-9355 STATE: OVERTIME: ALL HOURS IN EXCESS OF R HrA)RS PER OAY 0R 49 HOURS PER REEK, 40N)4Y T144JUGH FR13AY. AND ALL HOURS WORKED ON 9AT- JRDAYS (EACP T A MAKE-JP 34VI SHALL dE PAT-) AT ONE AND ONE-HALF TIMES THE REGULAR RATE 3F PAY. ALL HOURS WORKED ON SUNJAYS AN9 HOLI- DAYS SHALL 9E PAID AT DOUBLE THE RE;ULAI RATE 35J-9356 ;VERTI ME: RATE OF PAY, 4 MAKE-UP 9AY MAY 9' ' w]RKE) 34 ;ATUR)AY AT STRAIGH. TIME IF WORK IS LOST JUF TO WEATHER CONOITIINS. WORKING FORE4AN: 5J CENTS PER HOUR ABOVE THE ' HIGHEST CLASSIFICAT134 SUPERV:SED CITY 'IF REVT04 SR4TTUCK AVE. SOUTH INTtRCEPTJR SEWER PAGE 4 I IHPV-R3P320-AA PREVAILI45 41414UR HOURLY 44GE 4ATES 43VE4SER 13. 1116 �):000ATION; POWER EOUIP4ENT OPC4470RS LOCATION. CLALL44, GRAYS H418OR. 'SLANG. JEFFERSON- 414G. (ITSAI. L5W1S. MASON, PACIFIC I4DR74 Of IAHKIAKJ4 COUNTY 43RYME44 15OJ4D4AY EKTE40E0 DJE ocST TO THE PACIFIC OCEANI . PIERCE- SKAGIT. SNOHOMISH. 14JRS73N AND WHATC04 COJ41IES. 1 FtINGE 9ENEFITS HEALTH 6,40 WELFARE 1.95 AlHR. PENSION 2.)O 1/4R. TR41414n f+1N0 .2! W HR. AAGE RATES UCCUP471UN OCCJOATIUN STATE CODE )ESCREPTIUN RATE GROUP IA t 570-55U0 :RAKE 103 TONS AND OV -A OR 20) FT ;f $OG4 19.73 14CLUGING J1R 140 OVER 573-5S)5 LOADER, S YARDS AND OVER 11.73 570-5510 SHOVELS AND 4TT4CHMENTS, 6 YARDS ANO OVER L3.73 GROUP 1 510-5515 CANLE4&VS 19.23 5TJ-5S20 CRAVE 3VER 45 TONS 4N) UP TO L)l TORS OR I8.?3 OVER 15) FT OF 8300 11CLJDING 118 510-5535 HELI:OPTER WI %C1 13.23 3 5TD-S545 LUADE4. )VE44EA) 6 VAR0S UP TO A YARDS 14.23 573-S565 QUAD 9 AND SIMILAR. 0-10 AND 40-4] LR.23 570-5540 REMUT= CONTROL OPf RATUR. ETC. 11.23 570-5515 RCLLAGON I4.23 570-S56O SCRAPERS, SELF-PR.:PELLEO 45 Y4,4US A40 )VER 18.23 570-SS50 SHOVELS. 8AC<HUES OVER 3 YARDS TO S YARDS IA .23 57D-55SS SLIPFORM PAVERS iR.23 570-6530 TOWER CRANE GKa3P 2 5PTD-5515 RUMP CUTTER 1T.74 S70-5510 CHIPPER 17.7A STO-5ST0 CONCRETE SAT:H OL14T OPERATOR 17.79 570-553O CRANES. 20 TINS THRU 45 TONS 17.79 CITY OF RE TJN SHATTJCK AVE. SWIM I4YERCEPT04 SEWER PAGE S 'HAY-R32320-AA PAEVAILING MINIMUM HOURLY 04GE RATES NOVEMRER 13. 1985 OCCUPATION: POWER EOJIPMENT OPERATORS LJCATION: CLALLAM, GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. LEAIS. MASJN. PACIFIC I43RTM OF 44HKIAKUM :OUNTY NORTHERN ROUNDARY EKTENOEJ OJE HEST TO THE PACIFIC OCEAN), PIER:E. SKAGIT. S41HOML;H. THURST34 AND W4ATCnM COUNTIES. WAGE RATES OCCUPATIJN OCCUPATION STATF COOS JESCRIP MIN RATE GROUP 2 57C-SS95 CRUSHERS 17.79 570-5600 OERRIC< 17.79 5TO-5605 DRILLING MACHINE I7.79 ' STU-56I0 FINISHING M4:HINE 17.79 STJ-5585 HYDRALIFTS 17.79 570-5615 LJAOERS, OVERHEAD UNDER 6 YARDS 17.73 ' 57)-5625 MECHANICS, ALL 17.79 57J-5635 HIKERS. ASPHALT PLANT 17.79 570-5640 MOTOR PATROL GRADERS - FINISHING. SLJETOPS. 17.79 ' PULLING SLOPES. DITCHES, ETC. 573-5650 PILEDRIVER It.79 570-S645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH d073M 17.79 ATTACHMENT 570-567. SCRAPERS. SELF-PROPELLED JNOEA 45 YARDS 17.19 570-S655 SCREE) MAN 17.79 510-5660 SHLVPLS• BACKHOES 3 YARDS AND 14DER IT.79 ' 570-56P5 SUB-GAAIFR - TAIMMMER 11.79 570-568J TRACT3R, 60 KP ANU OVER. RACKHOE AND ATTACH. 17.79 570-500 TRACV)AS, BACKHOE 17.79 ' GROUP 24 570-5a3J LEAOMAN AECHANIC - 10.30 OVER MECHANIC 17.79 ' 570-S620 LOCOMUT IV SS, ALL 0.79 GROUP 3 57J-SSQ5 A-FRAME (RANI: 17.43 570-5685 BROOMS 17.43 570-5735 :ONCRETE PUMPS 17.43 ' 5T.)-5735 CUNVFYOKS 17.43 510-5700 :kANFi. JP T7 20 TONS 17.43 ' CITY nF REITON SH4TTUCK AVE. SOUTH INTEP.CEPI',R SEWER PAGE 6 �4WY-AJ2320-AA PREVAILING 41141MUM HOURLY 44GF RATES 434FASER 11. 1996 �O:CJPATIONI POWER E3UIP'AENT OPERAT04S LOCATIJNt CLALLAM. GRAYS HARBOR. ISLANO, JEFFERIJN, KIVG. KITSAP. LEWIS. MASON, PACIFIC (NORTH OF IAHKIAKU14 COUivTY N)RTHERV 90JN0ARY EXTENDEJ 0JE REST TO THE PACIFIC O:F,4N1 , PIERCE, SKAG(T, SNONOMISH, THJ0.SrOV AND WHATCOM COJVTIES. WAGE RATES OCCUP4TIUN OCCLUP4Ti UN STATE CODE DESCRIPTION '?ATE JRJUP 3 570-5b90 OULERS, D-9 ANO JNDER. YO-YO, PAY 371E7 17.43 570-5770 RRIVER ON TRJCK CRANES OVER 45 TONS I7.43 5T0-576S FOUIPAENT SERVI:E ENGINEER 17.(0 570-5720 FORK LIFTS 17.43 SIG-5710 HOISTS, AIR TUGGERS, ETC. 17.43 570-S715 LOAOERS - ELEVATING TYPE 17.43 570-ST25 'ACTOR PATROL GRADER - NON-FINISHING 17.4) 57J-5730 MUCKIVG 4A:`11NE, ETC. 17.43 570-S740 ROLLERS, ON °LAVT, ROADNIK OR 4ULTI-IFT I7.43 MATERIALS 570-S745 SAWS, :JVCRETE 17.43 570-5750 SCRAPERS - CARRY ALL 17.43 570-515S SPREA)ERS, SLAW KNOX, ETC. 17 .43 570-5175 TRA:TIR• 60 IP AND UN)ER, R4CKHOE ANO ATTACH. 17.43 57)-5760 TRENCNINu MACHINES 17.43 eGROUP 4 570-5795 ASSISTANT EN.IVEERS 570-5820 COMPRESSORS 17.L3 STi-S710 111L )ISTRIBUTOAS. BLOWERS, ET:. 11,13 511)-5785 OILER DRIVES OV TRUCK CRANF 45 TONS AND UND53 17.11 510-58UO PAVEMENT BREAKER 17.13 ' 970-S905 PUST113LE O1u)ER. MECiANICAL 17.13 570-581 ) POWER PLANT 17.13 510-58P5 PUMPS. WATER 17.13 $70-5780 KULL 'R. 3THE1 THAN PLANT ROA) MIX 17.1) STO-SB15 AHEEL TRACTORS. FARMALL TYPE 17.13 'GROUP S 570-5830 GRAOECHECKER A40 STAKEMAN 15, 73 CITY OF RENTON ' SHATTJCX AVE. SOJTH INTERCEPT3K SEWER PAGE 7 lHWY-R 3.120-44 VREVt. L14G 14INI14UM HOURLY WAGE RATES NOVEMBER 13. 19616 �OCCUPAT;ON% POWER EJJIPMENT OPERATORS LJLiTIJN: CLALLAM. GAAYS HARBOR, ISL%ND, JEFFERSON. K14G. KITSAP, LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUW ;OUNTY NORTHERN BOUNDARY EKTENUEO DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT. S143H091SH, T4URST7N AND WHATCOM COUNTIES. OTHER 570-9514 STATE- OV ERTI ME ALL WORK PE MF OAMED IN EK CESS IF R H]UiS PER 0AY OR 40 40ORS PER AEEK, MON- JAY THROJGH FRIDAY, AND ALL WORK PERFOR4F3 ON SATUR7AYS SiALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAA RATE. ALL WORK P54404ME0 ON SJNJAYS AND HOLIDAYS SMALL SE PAID AT 0OJBL5 THE REiULAR RATE OF PAY. 510-4577 STATE: FORFMAN - 0.50 $14R. JY�R THE HIGHFST CLASSIFICATION JNOEA HIS SUPERVISION. CITY OF RE`0O4 SHATTJCK AVE.. SOUTH INTERCEPTDi SEWER PAGE B 'HIV-R52)20-AA PREW L1VG MIVIMUM HOURLY WAGk ROTES NOVFNBER l), 19R6 'll:CUPAFIGNt SURVEYORS LOCATIO43 CLALLAN. GRAVS H41504. ISLAND, JEFFERSON. KING, KI TSAP. LEWIS, MASON. PACIFIC, PIERCE, SKAGIT, SYJHOMISN• tMURST)N AND #44TC0N COUNTIES. ' FRINGE MEVEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1 .50 W MR. TOTAL HOURLY BENEFIT - INSTRUYIENT 1.)0 1/HR. PEkSON TOTAL HOURLY 9ENEFIT - CHAIN PERSON .TO 1V MR. ' s4GE RATES ACCUP AT TON OCCUPATIUN STATE CODE OESCRIATIUN RATE 72J-001J CMAIV 'EASOV 4.21 72G-0040 INSTRJRENT PERSON (JUNIOR ENGINEER) 10.0D 720-0070 PARTY :41EF IASSISTANT ENGINEFR) 11.53 OTHER ' 720-901U STATE. OVERTIME - ALL HOURS rJRKEO 144 EXCESS OF R H)URS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT DYE AND ONE-H4LF TIRES t4c AEGUL4i RATE Oc PAY. CITY OF REITON SHATTUCK AVE. SWIM 1NTEACEPT34 SEuEA PAGE 9 �HI Y-R)2320- 1A i75JAI l-INi 41NI4UM H)URLv WAGE 7ATES NOVF49ER 11. 1986 'D:CVPATION: TEA4STERS LJ:ATION: CLALLA4. GRAYS HAABU3, ISLAND, JEFFERSON. KING. KITSAP. LEWIS. ' MASON. PACIFIC I43AT4 OF THE WAHKIAKU4 :uJNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT. S43H041SH. THURSTON, AND WHATC04 COUNTIES. FRINGE BENEFITS .IEALT4 AND WELFARE 1.49 V HR. PENSIUN 1.92 3/HR. WAGE RATES O:.UPATION OC:UPATJON S C JOE STATE RATE ' GROUP AR 730-0140 allS )t EMPLOYEE HAUL 17.16 ' GROuP 1 730-0145 CHE:K_RS 17.)6 730-0690 LEVE4444 AN) LUAOERS AT BUNKERS 4ND 17.06 BATCH PLANTS 730-1200 S."PER 17.30, GROUP IA 733-1 St WAAFH'1'JSF4AN AND CHECKERS 17.U6 GWUUP 2 73J-1300 TEA4 JRIVFR 17.11 GROUP 3 730-0110 BULL . lFTS♦ )R SI+ILAA EQUIP4E4T USF) IN l7.l0 LOADING OR JNLOADING TRJCKS. Ti ANSP77TING ' 4ATERIALS ON JOB SITES144RFHCJSING 1 ' CITY OF RE:.TUN ' SHATTUCK AVF . SBJT4 INTERCEPTJl SEWF7 PAGE 13 IH4 Y-R32A20-A4 PREVAILING MINIWUM HOJRLV W4i.E RATES NJVEMSER 1). 148S Ii -CUPATION7 TEAMSTERS .:4T10'17 CLALLAM. ',RAYS HA4B04, ISLA'40. JEFF=RSON. KING. KITS AD, LEWIS. MASON. PACIFIC (N)RTH JF THE WAHKIA<UM :JUNTY NORTHERN SOJoARY EXTE40ED DUE WEST TO THE PACIFIC OCSAN). PIERCE. SKAGIT. SNJHOMISH. THUASTON. ANJ WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCJPATION ST►TE CODE OESCRIPTIUN RATE GKOUP 3 130-02^0 OUMPSTERS. AVD SIMILAR E0U1P4t NY:TOJRNO- 17 16 ROCKERS. TOJRNDWAGON. TOURNO714ILFR. CAT ON SERIES. TERRA COBKA, LETOJRNEAJ. WESTINGHOUSE ATHEY W45O4. EJ:LIO. TWO AND FOUR-W4EELED POWER TRACT31 NTH TRAILER AN) SIMILAR T)P- LOADE) EQUIPMENT TRANSPORTING MATEkl4L AND PERF)RMING W)RK IN TEAMSTER JURISOICTION:OJMP TRUCKS. SIOF, ENO ANO SJTTOM 9J4P. IVCL'JDING SEMI-TRUCKS 440 TRAINS OR CUMBINAT104S THEAEJF7UP 13 AND INCLUDING S YAROS 730-0610 FUEL TRUCK. GREASE TRJCK, GREASER. BATTERY 0.16 SERVI:E 44N AND101 TIRE SERVICE MAN 730-I100 SCISS)RS TRUCK 17.16 730-11SO TRACTOR, SMALL RJBRER-TIRED IWHFN )%ED WITHIN 17.16 TEAMSTER JURISOICTIONI 730-1750 VACJU4 TRUCK 17.16 730-2300 RATER MASON A40 T414K TRUCK: JP TO 11,30 17 .L6 GALL24S 730-2200 WINCH TRJCK: SINGLE RFAK 4KLC 1 :.16 T30-2220 WRE:Kilt. TOW TRUCK AND S141LAR EQUIPMENT 1' .ib GRJJP 0 733-0460 FL►HERTY SPREADER l7.49 GAJCP 4 I73J-0500 fLAT3cD TRUCK. DUAL REAR A<L4 11.27 GROUP S 7RJ-30SO dUc GYA3$ILE 4N9 SIMILAR I7.11 CITY Of RENTON SH4TTJC4 40. SOUTH 14TERCEOTCA SEWER P►G=- 11 INY-A I2320-AA PREVAI LIM; MINIMUM HOURLY WAGE RATES NOVEMBER IJ. 1986 'UCCJPAT ION: TFAMSTERS LnCATIONt CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON. KING. cITSAP, LEA IS. ' MASON. PACIFIC INIATH OF THE W►HKIAAUM COUNTY NORTHERN BOUNDARY EXTENDED DJF WEST TO THE PACIFIC OCEAN). PIEiCE. SKAGIT. SNOHOMISH, T40RSTON, AND WHATCOM COUNTIES. ' WAGE RATES OCCUPATION OCCUPATION STATE ' CODE )ESCRIPTION RATE GROUP 5 ' 110-0670 HYSTEA OPERATORS (HAULING BULK LOOSE 17.33 AGGREGATESI T30-1110 STRADDLE CARVER (ROSS, HYSTER AND SIMILAR) 17.13 ' 730-20I0 WATER MASON 4,40 TANK TRUCK: 1510 GALLONS 17.31 TO 30)0 GALLONS ' GROUP 6 73U-1500 TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YDS. 17.37 ' GROUP 7 73D-0210 OUMPSfERS . AND SIMILAR EQUIPMENT:TOJRNO- 17.18 ROCKERS. TCURNOW45n N, TOURNOTNAILER, CAT OW SERIES. TERRA COBRA, LETOURNEAJ. WESTIMGHOUSF ATHEY WAGON. EUC LI D. TWU AND FOJR-WHEELED t POWER TRACTOR MIN TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PFRFnRMING WORK IN TEAMSTER JURISOICTION:DJMP TMJCKS. SIDE. END AND BOTTOM IUMP. INCLJDIhV SEMI-TRUCKS AND TRAINS CR COMBINAT114S THERE3F0VER S YARDS TO AND INCL. 12 YARDS 733-0410 EXPLOSIVE TAJCK MELD MIXI AN) SIMILAR 17.18 ' EQUIPMENT 730-071,1 L)W9Fl AND HEAVY DUTY TRAILER: UNDER 50 17.38 TONS GROSS ' 733-t140 SLURRY TRUCK DRIVER 17.38 730-I160 SNO-Gl AND SIMILAR EQUIPMENT 170A 730-2213 WINCH fRJCK: DUAL RfAR AXLE 17.3E 1 GROUP 7A ' CITY 6f RE'+TCN ' SHATTULK AVE. SOUTH INTERCEPTOR SOWER P44E 12 1 ,HWY-R32320-AA PREVAILIN! MINIMUM HOURLY WAGE RATES NOVEMBER 1). 1986 OCC'JPATIONl TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. 1SLANI, JEFFERSON. KING. < 1 TS4P. LEWIS. ' MASON. PACIFIC IN3RTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED OJE WEST TO THE PACIFIC OCEAN), PIEICE. SKAGIT. SNOHOMISH• THURSTON. AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE ' CODE DESCRIPTION RATE GRJUP TA ' 130-0910 OIL DISTRIBUTOR DRIVER IROAQI 17.49 GR3UP B 730-0220 DUMPSTERS . AND SIMILAR EOUIPMENT:TOURN)- 17.44 RGCKEIS. TOURNOWAGON. TOURNCTRAILER. CAT DW SE+IFS. TERRA COBRA, LETOURNE4U. WESTIN3HOUSE ATHEY WAGON. EJCLIO. TWO AND F3UR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL 4N0 PERFORMING WQRK 114 TEAMSTER JJRISOICT 17NIDJ'/P TRUCKS, SIDE, END AND BOTTOM DUMP, INCLJDIHG SEMI-TRUCKS ANO TRAINS JR CJMBIN4T10NS ' THEREJF.OVER 12 YARDS TO AND INCL. 16 YARDS GR)UP 9 ' 730-0130 BULK 'EMFNT TANKER 17.49 730-0230 DUMPSTERS. AND SIMILAR EQUIPMFNT:TOJRNJ- 17.49 RUC<EAK. TOUANOWAGON, TOURNOT<AILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU. WEST 14GHOJSE 4THEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- , LOA:)E) EQUIPMENT TRANSPORTING MATERIAL AND PERF'34414G 03RK 11.4 TE4MSTFR J'JRISDICTIOM:WMP TRUCKS. SIDE. END AND BOTT04 )UMP. INCLJOIN) SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERE)F :)VEI 16 YARDS TO AND 14CL. 20 YARDS 710-2015 WATEP WAGON ANJ TANK TRUCK: OVER 3000 GALLONS 0.49 ' CITY 1F RENTDN ' SHATTUCK AVE. SOUTH INTEICEPT3A SEWER ' PAGE 13 I 1ti4Y-R32120-4616 PREVAILING 11IN1404 HOURLY 44GE RATES 4)VE44EA 1). 1986 );CU04TIGNI TFA4ST£RS LICAT WNI CLALLAM. GAAYS 444$OR. ISLAND. JEFF ER SUN, KING. KI TSAP, LE«IS, ' MASON, PACIFIC WORTH Of THE WAt*(W UM COUNTY N31THE44 BOUNDARY EXTENDED DJE Wf ST TO THE PACIFIC OCEANI, PIERCE. SKAGIT. SNOHUMISH, TMJRSTON, AND WHATCOM COUNTIES. ' WAGE RAtFS 11CCUPATIUN OCCUPATION STATE C77E 9ESS3IPTI04 AATF GROUP 10 1)0-)120 dJLL LIFTS, )R SIMILAR EQUIPMENT USE) IN 1T.51 L04014G DR J4LOADING TRUCKS. TRANSPJIT14G M4TERIALS ON JOB SITESIUTHER t4AN WAREHOUSING GROUP 11 1 733-1405 TRANSIT 41X, 17.54 )VEA 4 Y)S. TO AND M LUOIN. 6 YOS. GROUP IIA T30-I510 TRANSIT-NIX USED EXCLUSIVELY IN HEAVY 0.54 CONSTA. IOVEA 4 YDS. TO AND IN:L. 6 YDS. 1 1 GADUP 12 T3J-0010 A-FRAAF )R r1YDAALIFT TRUCKS OR SIMILAR 1T.64 EOUIP491T WHEN A-FRAME OR HYOAALIFT OR SIvll .1 'QUIP'+ENT 15 IN USE ' GROUP 13 t33-)24) .t„- , AMJ St41LAR E,IUIi4ENTITOUA4)- 1T.66 ' ,. 5. ;LAIR Ni144�ON. 7OURNOTAAIL ER, CAT W TOURNEAU. WESTINGiOUSF •a U tO. .G 4ND FILIR-WHEELED 'RIiLER AND SIMILAR TOP- + � •�•�'.SPURTING 4ATF.RIAL ANO �� � il'i . c►MStE0. JJA ISOICT IONi DJ4P AND BOTTOM JUMP. INCLJOING SE41-IA"t.•...S AN9 TRAINS OR COMBINATIUNS THERE)FIOVER 20 YARDS TO AND INCL. SO YARDS CITY DF RE4T)4 ' SHATTUCK AVE. SnUTN INTEPCEPTOK SEWER PAGE 14 r r4WY-R32123-AA PREVAILING MINIMUM HOJRLY RAGE RATES 4)Vf IBE4 11. 1906 rJCCUPATIUNI TE44STERS L JCAT I34t CL ALL AM, GMA YS HAI OUR I ISL ANO. JEFF ER K KING. KI TS4P. LEWIS, r MASON. PACIFIC IN)RTH Of THE 44H[14tUM JUNTY 401THE14 40J4040Y EXTE`:OED DUF REST TO THE PACIFIC OCEA41. PIERCE, SKAGIT. SNOMJMISH, THJRST)N. AND WHATCJM COUNTIES. rWAGE RATES OCCUPATION UC:UPATIGN STATE CODE OESCRIPTION RATE GROUP 13 T30-0120 LJWBEJ A40 HEAVY DUTY TRAILERS 50 TONS 1T,ss GROSS TO AND INCLJD14G 100 TONS GAISS rGROUP 14 130-1415 TRANSIT 41X. 11.TJ r '.VER I, VOS. TC AND INCLUDING 5 YOS. GWJUv 15 rTIO-0250 OU4PSTFRS. A40 Si"ILAR EOJIPME4T:T'IJR4J- IT.A? ROCKERS. TOURNOWAGON, TjJRN0TRAILER. CAT Ds SERIES, TER44 COBRA. LETOURNE4U, WESTINGHOUSE r 4TMFY WAGON, EJCLID. TWO AND FJUR-04F.F,LEO PUWER TRACTOR WTH TRAILER A140 SIMILAR TOP- LOADE) E)UIPIENT T1444SPORIM 14TERIAL AND r PERFORMING AORK IN TEAMSTER J44ISO10IO41DJl� TRACKS. SIDE. ENO AND RUTTCM JUMP, INCLJOINJ SEMI-TRUCKS 440 T4AI4S OR COM41bATIJ4S r THEREOFSDVER 3O YDS. TO AND INCL. 43 YOS. T10-0730 LOwBEJ 440 HEAVY lUTY tRA1LER1 OVER t00 17.5? TUNS GROSS rGROUP 16 730-1424 TRANSIT 411. IT.Ms rOVER 5 YDS. TJ AND INCLUDING l0 YDS. r rCITY OF KENT04 r SHATTUCK AVE. SJUTH INTEMCEPTJR SEWER rPAGE 15 4WV-K32310-44 PR3 VAT LIN: NI NI MUM HOURLY 44. E RATES 40VE48ER 13. 1996 OCCJP4TlCNt TEAMSTERS LOCATION= CLALLAM. GRAYS HAISCR, ISL4NO. JEFFERSO4. K144, <ITSAP. LF41S. ' MASON. PA:101: IV)RTH OF THE WAHKIAKUN COJNTY NORTHERN 90J4DARY EXTENDED WE HEST Tit THE PACIFIC OCEAN), PIERCE, SK►GIT, SNONOAt S/, THURSTON, ANO WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCJPATION ST►TF CODE DESCRIPTION RATE GROUP l/ /30-0260 DVMPSTERS , AND S14IL►R E0U IP4E4TlYOJRN)- 17.99 4OCKERS, TOUR40WA30N. tOURNOTRAt LER. CAT OW S EASES. TERRA COBRA. LETOURNEAU, 'AESTIN34OUST ATHEY wAGON. EUCLID. Two AND FOUR-WHEELED POWER TA4CTGA WTH TR4ILER ANO SIMILAR TOP- LOADED EOJ104E4T TRANSPORTING 4►TERIAL 440 ' PERFORMING MIRK IN TEAMSTER JJRISOICTION. DJ40 TRUCKS. SIDE, EVJ AN) BOTTOM DUMP, INCLUOING SE41-TRJCKS AND TRAINS OR CC4BINATI34S THEREO"LOVER 40 YARDS TJ AND 14CL. %5 YARDS GROUP 19 ' 730-1N S TRANSIT MIX, 14.03 3VE1 10 YOS. TO AND INCLUDING 12 YOS. uMOUP 19 T3J-lar5 TR4NSIT 41K, 15.19 ' OVER 12 YOS. TO &%0 INCLUDING 16 YDS. GROUP 21) 130-1441 TAAVSIT 41X. 18.35 OVER 16 YOS. TO ANA INCLUDING 20 Y)S. GdOUV 21 T30-1451 TRANSIT 41AEAS 4NU TA'JCKS HAULING CJNCRETEl 19.St OVER 21 YDS. CITV OF RENT04 SHATTUCK AVt. SOUTH INTFRCEPTOR SEWER P4JF le r rti+Y-R32l20-Ai PRFVAILJNG RINtRUR HOURLY 44GE RA7f.S 43VF45F4 1!• 19h6 rJ:;UPATIONI TEAMSTERS ICA( IONI CLALLAM. G44YS 441303. 1%LAND, JEFFSRSON, KIN:. MI ?SAP, LEWIS. r RASON. PACIFIC (NORTH jf THE WAw l4WN :)JNTY N31THE44 80J40ARY EXTENDED DUE WEST TO THE PACIfIC OCEANI. PIERCE. SKAGIT. SNO4041SH, THJRSI3N, Ahl) MHATCON :OUN TIE S. rWAGF RATES OCCUPATIJN OC'UPi TION STATE rCODE DESCAIPT104 RATE GROUP 22 r130-00 J ESCUPT JRIVEI L1.00 ►30-020 PILOT CAR 12.00 rGROUP 23 730-0490 FLA19£0 TRUCK. SINGLE REAR AYLe 45.25 r130-LJ40 PICK- JP TRUCK 11.25 GROUP 24 r730-0610 RECHANIC HELPER L6.9t GROUP 2S r130-0800 NECHAV IC 0.50 GROUP 14A 130-1520 TRA4Sit-*IX USE? EXCLUSIVELY IN HEAVY 11.73 r CONSTR.IOVER 6 YDS. TO AND IVCL. 8 Y)S. GROUP l04 r 7)0-15)0 TAAvSfT-NIX JS£) EXCLUSIVCLY 1N HEAVY 17.8e CCNSTR.lJVE4 8 YDS. TC AND IVCL . 10 YOS. rGRDUP 18A 730-LSSO TRANSIT-RIX JSED EXCLUSIVELY IN HEAVY 14.01 rCONSTR-10VER 1D YUS. 70 AND INCL. 12 YOS. rCfiY OF REItON r Sy4TTUCK AVE. SOUT" INTERCEPTOK SEWER !IWV-431120'-AIL PREVAILING Mt%IMUM HnURtY *AGE RATES N3VE4BER 1 .. 1486 !J:CJPATIONI TEAMSTERS LnCATIONI CIALLAM, GRAYS MAIWA, ISLAND, JEFFERSOV, KIVG. 1ITSAP. Lr*IS. ! MASON. PACIFIC INORT4 OF THE MAHKIAKUM COUNTY N3RTHER14 80J90ARY EXTEVDED JJE LEST ID THE PACIFIC OCEAN) . PIERCE. SKAGIT, S4OHO4ISH. THURSTON, AND WMATIJM CJUVTIFS. ! WAGE RATES OCCUPAT IOV OCCJ04TIGN STATE ! CODE DESCRIPTION R Ail F GROUP 1,44 ! 730-1560 TRANSIT-MIX JSED EXCLUSIVELY lY HEAVY 1r:.19 C ONSTR. (OVER 12 YOS. TO AND INCL. 16 VOS. ! GROUP 20A 730-1560 TRANSIT-MIX JSCO EXCWSIVELY 14 HEAVY t8.3S ! CONSTR.iJVER 16 YOS. TO AND 14CL. 27 YOS. GROUP 2l4 ! T30-I510 TR&NSIT-MIX USED EXCLUSIVELY IN HEAVY 19.51 Cn4STA.13VE4 20 Yus. ! OTHER 730-VT3S STATE FOR OCCUPATION 730-0260 IN GROUP 17 ! ADD .IS 4/H1. f5R EACH l0 YA40 tNCRE 'ENT OVER 55 YARDS 7J0-9716 STATEI 3VERTtME-4LL WORK PEAFORMEO IN EXCESS ! OF R HOURS PER DAY GA AO HOURS PFR OF Et♦ M04- DAY TIROUGH FRIDAY, AND ALL WORK PEKFC94ED OV SATUKJAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE REGULAR RATE OF PAY.ALL W31K PER- ! FCRMfl ON SUNDAYS AND HOLIDAYS SMALL BE PAID AT DOJ3Lc THE REGULAR RATF OF PAv, ! ! ! CITY Of REYt ON ! SmitTUCK 4VF. SOUTH INTFACEPTOR SEnER ! PAGE le 1 r SUPPLEMENTAL PROVISIONS f e CITY OF RENTON TATOAPD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ,A,D NMICIPAL CONSTRUCTION P:fPARED BY THE WASHINGTOR STATE DEPARTMENT OF TRASPORTATIJN AND THE WASHINGTON STATE CNAPTER OF THE AERICAN PUBLIC WOMS ' ASSOCIATION IABA EDITIJN SIMLL BE HEREINAFTER pVERFWM TO AS THE .STD SPECIFICATIONS" 0% SAID SPECIFICATYONS TDOETNEA WITH T( LAMS OF THE STATE IT WASHINGTON A* THE ORDINANCES AM CHARTER OF THE CI'.� .f AETRON, SO FAR AS A'PUICAELE. ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS T)QOH QUOTED IN TEIR ENTIRETY AD SHALL APPLY DCVT AS AMENDED OR SUPERSEDED BY TIE SPFLIAL PROVISIONS HEREIN, A COPY OF THEV STANDARD SPECIFICATIONS IS ON FILE IN THE OFICE OF THE PLg IC WORKS DIRECTOR, HMICIPAL BUILDING, RENTON, WASHIKTON 9BC55, "M THEY HAY BE 0"IMED AND COPIED BY ANY INTERESTED PARTY, ' ANXVE,• 'WrERENEE IS NAE 1N THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SI.CHH RFTEADCL SHALL BE CENSTR.En TO WM THE CITY IP FOMN, AND RHEIE AEFDWCE IS iWf TO THE ENGINEER, SUCH PEF'EN'AUTHDR1LEIffD SHAEPRALLF.BE CO6TRUgNTATIVE.ED TO ;EMI TE DING PUBLIC WOFYS IS, CITY RENTON, OR HIS DEILY AW"Y "4 s=DIY AND SUPPLEMENTAL ENTAL PROVISIONS HM'NAFTEA CONTAINED 9 ALL E IN ADDITION TO OR u_ SMEE"t., PRwISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT : +WITH. STANVBD PLANS ' TIC STADANO PLANS FOR ROAD AED BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN RELIC WOKS ASSOCIATION(BEL04/Ol/85) ARE HEREBY 1NCLUMD IN TIESZ SPECIFICATIONS l5 THOUGH QUOTED IN THEIR ENTIRETY AND' SNAL APPLY EXCEPT AS AMENDED OR SUPERSEIr4M BY THE CITY OF RENTON STANDARD PLANS RAND HEREIN. A COPY OF THESE STADARD PLANS AND CITY OF RENTON cTAMDAO PLANS IS ON FILE IN THE OFFICE OF THE RELIC WORKS OIRECTOR, NMICIPAL BUILDING, RENTON. RASHINDTON 98055. EWETE THEY MAY E EXAMINED AND COPIED BY ANY INTERESTED PARTY, ' HEADINGS HEADINGS TO PARTS, SECTIONS, FOULS, ARTICLES AD SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALE NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. ' SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTE: HEREIN AM IN ADDITION TO, OR IN LIEU OR, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED `REPLACEMENT SECTION' OR "PARTIAL AEAAG"HENT' SECTION", THE SPECIFICATIONS HEREIN ARE TD REPLACE, OR PAR PARTIALLY REPLACE, THE STANDARD 9ECIFICATIONS NOTE:, WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE :"ECIFICATIONS HEREIN ME TO E ION ADD:TION TO THE STADARD SPECIFICATIONS NOTED; MERE SECTIONS ARE MAMM "SppLDNDNTAL SECTION". THE ' SPECIFICATIONS HEREIN ME TO E 4 SIPPLEIENT TO THE STANDARD SPL_:FICATIONS. DIVISION I MOM NR'7UIRo* NTS 1-01 DEFINITION AM TE1R6 1-01.10 DEPARTIEN' .ETMRTMOr OF TRANSPORTATION (AODI-'7NA =TIOM; , MEN THESE SPECIFICATIONS PETER TO THE DE'PNITMEM OR OPAH^.THENT OF M46WATION THIS REFEPIINCE HILL ALSO INCLUDE IME CITY 0BOW 41ftICABLE. , 1-0 1 it ENGINEER (REPLACEMENT SECTION' THE 01RECTOR O P14IC POPS, ACTING DIRECTLY OR THFOXH HIS AUMORIZED WrAE¢NTATIVES. ' 1-01.23 SECRETARY, gT]ETARY O TRANSPORTATION 'APpJ)4NTAL SECTION' THE CHIEF D%EC—:VE OFICER M THE DEPM11ENT SHALL ALSD REFER TO THI DIRECTOR OF PEAK AIMS. ' 1-01.26 STACARO SPECIFICATIONS (ACOITIONAL 3C-ION) t 71HER CERTAIN RE/TRDCED STADADS, AS LM 1N THIS SPECIFICATION. ARE FRON THE LATEST EDITIONS OF: APRA AMERICAN NATERVOWS ASSOCIATION ANS. AHERICAH NATIONAL STANDARDS ASA AAERICAN STANDARDS ASSOCIATION ASTM AERICAN SCL.ETV FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE -01. 7 STATE (ACCITICNAL SECTION) ' THE STATE SMALL ALSO REFER TO THE CITY OF RENTIN AND ITS AUTHORIZED RE1#SEMA*IWS WERE APPLICABLE. 1-01.37 TRRHiFC DRAWINGS AMACEIEN SECTION THE MW *SHOP DRAWINGS' SMALL REFER TO THE Pl_TTAIAL DESCRIPTION O THE OE'41LS 1F PF OSFC NATERIALS,EOIIPMENT, METHODS O INSTALLATION, OP OTHER CONSSTRl1CTION PREPARED BY THE CC(TRACTOR, A SACOMXTOR, OR A WVAFACTVIR AND A9TITTE) FOR THE APPROVAL O' THE Ow". 1-01.18 ACT OF ;m (ADOITIOAL SECTION) ' *ACT O GOD- NEANS AN EAPTHO.ANE, FLOOD, CYC..OE, OR OTHER CATACLH3HIL PHL10EMON O NATURE. A RAIN, WINOSTORN, NIGH WAYS OR OTHER NATWp PIENOENOM Or Lff.GL1AL INTENSII� FOP 'HE SPECIFIC ' LOCALITY O THE PORK. WHICH AIONT OWASOW44'I HAVE BEEN ANTICIPATED FROM HISTORI.AL PEL;PDS O THE OD91RAL LOCITTY O THE NOrt, SHALL NOT BE '_OSTRUED AS AN ACT OF COO. 1-01.19 0R EOUAL (ADDITIOAL SECTION, MERE THE TEPP 'OR E Lk- IS USED HEREIN, THE WIER. OR THE TAPER ON RECOMOGMATION O THE ENGINEER, SHALL BE TEE SRE ODM O THE O,ALITY AM SUITABIL:T1' O THE PRO'QSFD SMTITLITION. - 1.A0 APPROVAL (ADOITIOAL SECTIOM` THE TERM "APPROVAL' N •APRRDVED^ SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHA,F O ' *HE OWNER. SLMIMMMts, -x lTlcstlms (Rev 09,2i186 >Aqe 2 1-02 BID P1%OCEOLAu5 AD MCI Timis I-07 2 1 V- 4 AND SPECIFICATIONS (REPLACEIE)tT SE--IOR ' COPIES OF PLANS AND SPECIFICATIONS (BIDDING OM%AWS) WILL BE OR FILE IN 1HE DESIGN ENONEERINE, SECTION O THE CITY OF RENTON R81C aORkS DETMNTMENT 200 HC AVENUE SOUTH, RENTON WA. 98055. t 81MING DO LBWS MA V BE OBTAINED AT THE ABOVE O}'IFE. OR BY HAIL, ON RECEIPT O THE FEES AS SE' FORTH IN THE CAL'. '.UR BIDS. MACE CHECKS PAYABLE TO THE CITY O RENtON. 1-02.6(I) PRORRIETMV SNFOWATION ' VENDOR S WIL" 'ENTI" CLEARLY ANY WATERIAL(S) WHICH CO4STINTZ '(VALUAMLE) FORMULAE, DESIGNS, DRAWINGS, AD RESEARCH DATA' 50 AS TO BE DE)PT FROM PUBLIC DISCLOANE, AGO 42.17.310, OR ANY MATERIALS OTHERWISE GLARED TO E DEMPT, ALONG WITH A STATEMENT O THE BASIS FOR SUCH CLAIM OF '• DOOPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE M THE YEWOOR O ANY PE"V FOR DISCL0511E O SUCH IKOWATIOR RECEIVED WITHIN 5 (FIVE) YEARS FRON THE DATE OF SUBMISSION. FAILUE TO 50 LABEL SUCH MATERIALS OR FAILURE TO TIMELY W911D AFTER 41TIQ O AMXST FOR PUBLIC DISCLOSURE WAS t BEEN GIVEN SMALL E DEEMED A WAIVER BY THE SAI WITTING VOW O ANY "M THAT SUCH MATERIALS ARE, IN FACT, SO DMNPT• ' 1-02.12 RELIC OPENINGS O BIDS (REPLACENEHT SECTION` SEALED BIDS WILL E RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH TA, CITY CLERK. ' MNICIPAL 1111011c„ RENTON, MSoI GTON, AS PER THE CALL FOR BIDS D WILL E OPENED AND PUl ICLY READ ALOW. 1-03 AWARD AD EXECUTION O CORRAL' ' 1-03.1 COSIDETATION OF BIOS (ADOITIOAL SECTION) ' PILL BIDS WILL E BASED W TOTAL SUM O ALL SLIEDLIES OF PRICES. NO PARTIAL BIDS WILL E ACCEPTED UNLESS 50 STATED IN THE CALL FOR BIDS ON SPECIAL PROVISIONS. THE CITY RESEPVES THE NIOHT HOWEVER TO AWARD ALL OR AM SLYECLLE OF A BID TO THE LOWEST BIDOEP AT ITS DISCRETION. 1-04 SCORE O THE WORK 1-04•5 PROCEDURE AND PROTEST BY THE -ONTRACTOR (REPLACEMENT SECTION) MY "STIONS ARISING BFTWEEN THE INSP.CTq AND THE CONTRACTOR OR MIS SUPERINTENDENT OR FORENAN AS ' TO THE MEANING OR IKTENT OF ANY PART O 'N PLANS AD SPECIFICATIONS OR ANY CONTRACT DORNEINT, SMALL E IMEDIATELY BROUGHT TO THE ATTENTION O THE PUBLIC WORKS DIRECTOR OR HIS REPRE,SEHTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. ' FAILUE ON THE PART O THE PUBLIC WORKS DIRECTOR OR 4I5 AEPRESENTATIYE TO DISCOVER AND CCDpM OR REJECT NMRROPER, DEFECTIVE OR INFERIOR NOW OR MATERIALS. SMALL NOT E CONSTRIn AS AN ACCEPT AINE O ANY SUCH WORK OR MATERIALS, OR THE PAR! O THE 1NFROADENT IN WHICH THE SAE WAY NAVE BEEN USED ' TO PREVENT OISRTTES AND LITIGATION, I1 IS FURVER AGREED BY THE PARTIES HEETD THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SMALL OETERNINE THE QUANTITY' AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE NPROVEENTS. HE BALL OL : ALL "VIM RFLITIVE TO THE EXECUTION OF THE , AND THE INTERPRETATION O THE PLANS APO SPECIFICATIONS. IN THE EVENT THE CONTRACTOR 15 OF THE OPINION It WILL BE DAMAGED BY SUCH INTERPRETATION, RE SMALL, WITHIN t DAYS, NOTIFY THE ENGINEER AK TE CITY CLERK IN WRIT11C O THE ANTICIPA !D NATUE AND ' AMOUNT O THE DAACE OR DAMAGES. TIME IS O THE ESSENCE IN THE GIVING O SUCH NOTICE. IN THE SN0R1aWantal SOWcificatla IRONY 09/01 186 1 Poo T 1 MY AN AGREEMENT CN/DT THEN BE REACHED WITHIN I DAYS, TIC C'TY NO THE 01 -'CTON MILL EACH APPOINT AN ARSITRATA AO THE TWO SHALL SELECT A THIRD WITHIN 70 DAYS THEREOF . TX, FINDINGS AD DECISION ON THE BOARD OF A!'TRATOIS 94ALL E FINAL AND BINDITC ON THE PARTIES, ' ALE" THE AGGOIEVED PANTY, WITHIN 10 DAYS, OALLOM THE FINDINGS AD DECISION BY SERVING AND FILING A PETITION FDA REVIEW BY THE 9PtRIOR CART OF KIN: COWRY, WASHINGT' A. THE GROUNDS FOR THRF PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINEINCY AD DECISION: ' 1. ARE NOT RES106IVH. TO THE pfSTIOIS SUBMITTED; 2. 15 CONTRARY TO THE TERMS OF THE CONTRPCr ON ANY COMPONENT THEREOF; ' R. IS ARBITRARY AND/CA IS NOT BASED (PON THE APL,CABLE FACTS AD TOE LAW CONTROLLING THE ' ISMS SAKrTFD TO ARBITATION. M DOW OF ARBITRATORS SHALL SPORT ITS SCISIW BY SETTIMG FDATR IN WRITING THEIR FINDINGS AMC , COELUSIOS BkSEC ON THE EVIDENCE ADDUCED AT MY SE'l' HEARING. THE ARBITRATION 9ALL BE CODLCTEU IN ACGD DYGF. WITH THE STATUTES OF TOE STATE OF WA5HINGTON AC , COURT DECISIONS GDVERRNINC SOUR PROMAURE. THE COST: Or ]RCM ARBITRATION SMALL BE BORE EQUALLY BY TIC CITY ATD THE C04TRACTOP W-ESS IT I5 THE DOW'S HWIDAITY OPINION THAT THE COATWv'TOR'S FILING W THE PROTEST OR ACTION TS CAPPICIr)U5 OR WITHOUT REASONABLE FOADATION. IN 14 LATTER CASE, ALI. COSTS SHALL BE BOBS BY T4 COPMoVOR. TE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AMC IF THE COAT W70S I5 A NUN-RESIGN.' ' OF TIE STATE O WASHINGTON, HE 94ALL DESIGNATE AN AGENT, WORE ND' PROCESS WAY BE SERVED, BEFORE COOEN;ING WPM UNDER THIS CONTRACT. OA 10 USE OF MATJORS FOUND ON I)E PROJECT (ADLJT111ML SECTION) , ALL SALVAGE MATERIAL AS NOTED ON TINE PLANS AND TAkLN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISOETION. BE CARETIIIY SALVAYD AC CCl IVERED TO THE CITY SHOPS. ALL SALVAGED ' WATER MAINS, FIRE HYOAANTS, VALVES 40 Al"TENAKa,, zATCN 9A5114S, AL STORM AO SANITARY MAADLE COVERS %*— BE SALVAGED AND DEIANLC TO THE CITY SAPS. ANY COST IMCUARID IN SALVAGINY. AND DELIVERING SUCH ITEMS SALL E COLIOEAED INCIDENTAL TO THE , PROJECT MC NO COPENSPT'N WILL BE MADE. 1-04.1, WASTE SITES (WOITIONNL SECTION) AL. ATERIALS DESIGNATED BY THE FNGINECR TO BC WASTE' SHALL BE,HALLED, OUPEO, AND SPREAD AT THE LOCATIONS SELECTED BY TE CWnA"DR. , THE CONTRACTOR BALL HAVE THE AL70NSIBILITY OF OBTAINING HIS OAN WASTE SITE. AL'. WOAK INCLUDED IN THIS SECTION SMALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF VOW AND W ATHER , CC PEHSATION OIL: BE WOE. THE ROUTE TAKEN 'O THE WASTE SITE SHALL RE MAINTAINED SOLELY BY THE CONTRACTOR IN A HWIER AS DESCRIBED BELOW: ' THE CONTRACTOR STALL BE PREPARED TO USE WATER TRICKS, PONS BEEPERS, AND RELATED EQOi AS DEEMED NECESSARY BY THE PUBLIC VMS OIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOIL. YRG THE ROUTE. PROMPT RESTC ATION 6 THE ROUTE IS MANDATORY, 4 CIWAWIntAl SOOUFIcWtimA ' (RAY 09i01,16) Paw 4 THE C04TWTCR 94ALL YCVE ALL NECESSARY PERMITS ANC APPROVALS FOR ANY HASTE SITE TO BE USED. ' COPIES OF THE PFMITS 0#0 APPROVALS ARE To BE 9ANITTED TO THE ENGINEER PRIOR TO STARTING ANY RNN. t1-91.15 H MS OF 01K (ADDITIWL =11ON) TIE WORKING 4QA6 FOR THIS PRDJUT RILL BE LIMITED TO WCE0,AYS OARING THE PERIOD FROM 8:00 A.N. TO 5:00 P.M. THE HORS OF WOM HAY SE OWOfA AT THE DISCRETION OF THE DOINEER WHEN IT IS IN THE INTEREST OF THE /IR.IC M TIE CONTRACTOR DUE TO AEA OF SAFETY, HEALTH, OR 1ELFARE. ' 1-04.1A_CONTRAC:OR'S COPIES OF C!MMCT DORPEHTS (ADOTTICNAL SECTION THE CONTRACTOR WILL BE SAFPLIED BY THE OWNER WITH 5 SETS OF PLANS AC SPECIFICATIONS. AT LEAST ONE COPLETE SET OP CONTRACT DOMMMIS, INCLUDING ONE FULL SIZE SET OF [RARING, SHILL BE WEPT AT THE SITE O COS RETION IN GOOD CONDITION AD AT ALL TINES AVAILABLE TO THE OAER AMC THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT ODCJWS, IF REQUIRED, MILL BF FURNISHED BY TIE OWNER AT NET COST OF REPROOCTIORN. 1 1-05 OOFTR'1. OF WGN 1-05.5 PLANS AID WOWING DRAWINGS (PARTIAL REPLACElEHT SECTION) CAAWINGS SLO41TTED SHALL BE M C: INCH BY H IHOI MYLAR OR SMALLER 9EETS WITH DIMENSIONS IN MULTIPLES O A 1.1 BY 11 ICES. 1-055.5(1) SUBMITTALS (NEW Sl;^,TION) THE CONTRACTOR BALL F(RNISN FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATE:, SAMPLES, TESTS. METHOD, SCHEDULES, AND MWfACTLER•S INSTRUCTIONS AS REQUIRED TO OENONSTRATE FILLY THAT THE MATERIALS AND EQIIP.EM 0 BE FURN19ED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPELIFICA' APO DRAWINGS. IF THE INFCAA- SONS ANY C._.IATION FROM THE CONTRACT REQIIRDeCS, THE C ZTOR SHALL, BY A STATEMENT IN I -ING PCCC PA ING THE INTONATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASO6 THERETORE. CONSTRUCTION STAKING (AEPLACEIENI SECT (M) THE ENGINEER 94ALL HAVE THE RIGHT TO MAKE REASONABLE CWVffS 1N THE GRADES AS THEY Alt 9ONN ON THE DRAWINGS. GLADES WILL BE ESTABLISHED IN THE FORM O OFFSET Sl'A(ES AT DISTANCES NOT GREATER THAN :5 FEET FDA BARER BOARDS OR 50 FEET FOR LASER, SET 1N ADVA-E OF THE WORM. REEEVER WORM I5 IN PROGRESS. THE CONTRACTOR BALL PAVE IN HIS E'PLOVIENT I 01KER COPETENT TO SET A BATTER BOARD OR ' OTHER CONSTRUCTION GUIDE FROM THE LINE AO LADE STAKES GIVEN BY THE ENGINEER. SUCH DPLOVEES BALL HAVE THE DUTY NO RE9061BILITY OF PLACING AC MIAINTAINING SUCH CJNSTRUCTi'N GUIDES. A BATTER BOARD SE' WITH AN ENGINEER'S LEVEL 94ALL BE -:LASED FOR ALL 'LINES SET ON A TALE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS 94A1L REMAIN 1N PLACE "ING PIPE LAYING OPERATIONS. IF, THIRD" TIE CONTRACTOR'S MEO1 CAME, WY STAKES 94RLL BE OE:TROYEO AC W UIRE RESETTING, A SUM 94ALL BE DEDUCTED ORMH THE CONTRACTOR'S FINAL PAYMENT EQ,TVALENI TO THE EXTRA `DST IN El"SNEERING REWIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTAILISHING MADE MAY BE USED PROVIDING; 1. REQESTS FOR USE LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED POP CITY REVIEW ANC .APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. SVOD1oaoltal SPWc1FlcatlmA (Wv 09/01/86) PAQA 5 1-03.30)CONTINLFD) i .. GRADES APE CHECKED AT LEAST ONCE E.TP, SO FEET AND AT LEAST 3 TIMES DAILY By CONVENTIUkk METHODS, i N. PROPER ANC"ING OF PIPE IS PEWU44M IN LOCATIONS *+NE A RDA IS KING USED FOR i EXCAVATION. THE CONTRACTOR 94ALL ARWNR HIS ROW( TO ALLOW A REASONABLE TIME FOR lot SETTING OR STAKES FOR THE i NEXT PHASE Q HIS 34FATION TO PRFVDR IOW! DELAYS WHILE WAITING FOR C06IRLCTION pIIDES. THE CONTRACTOR SW'.L &MW FILL W9-0615ILlTV FOR DETAILED DIMENSIONS MO FOR TRA1aERRINC i ELEVATIONS OR MEASLINEEUTi MEASURED I'AOM SIGH STAKES AND MAWS. DELAYS By NEPSON OF LACK O STAKES OR A TIME RE0.CST FOR SRVEY LESS THAN " 'JAYS, ',I r:ESJ.LO) A RISK i TO THE CONTRACTOR AO SHALL MOT 8L THE BASIS FOR CLAIMS FDA ADDITIONAL COMPENSATION OR COST.,:ETION TIME. ALL COSTS FOR THE CONTRACTOR'S SLRvEYING SHALL BE CC SIDEIRO IWICEATAL TO OTHER 610 ITEM$ IN T4E i P)POSAL, AND NO FURTHER COMPENSATION WILL K MADE. ULESS A BID ITEM FOR ARVFVING 1S SPECIFICALLY LISTED IN THE SCN4IXLE O PRICES. 1-05.3(2) CONTRACTOR PROVIDED CONG TION STAKING (MEW SECTION) i 11141E THE CONTRACTOR IS REWIRED TO PROVIDE CONSTRICTION STAXTNG HE SMALL BE RESPONSIBLE FOR i SECWING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR 00 SIWLL PROVIDE ALL SURVEY STAKING NEEDE'L, IN CONRIC'lON WITH THE PROJECT, THIS STAKING SMALL CONSIST OF, BUT NOT OF, LIMITED TO: ROADWAY CENTERL IK SANITARY SEWER i SLOPE STAKING FIRE HYO.RANTS CRABS APO GUTTERS STREET LIGHTING OUDING 1#0 PAVrNG LNOERGROLIDING POWER A TELEPHONE i TELEMEMy TAFFIL SIGNAL SYSTEM STORM GRAIN SYSTEM PSPAL CO. A P.N.W.B. VAILTS MOMENTS MOAAENT REFEIEIOE,$TRAOLE POINTS i THE CONTRACTOR SHALL ASSUME FILL RESP06I81LITY FOR THE ACCIRACY OF THE STAKING AND BALL +L:.:GE ALL MEPLACEIEJNT STAKING OR RESTAKING NEEDED, THE CITY WILL PROVIDE THE CONTRACTOR'$ ",,Y'] WIiH THE HORIZONTAL AD VERTICAL CONTROL NEEDED TO PEWOM THE CONSTRICTION STAKING, i THE COW',ACTOR'S $Ill _YOR BALL PROVICE THE ORIGINAL FIELD NOTES NO A SET OF THE FIELD NOTES WHICH SMALL CONTAIN AS-CONSTRUCTED LOCATI06 OF THE IMPROVEMENTS COMSTALCTED LONGER 'MIS CORRACT, THESE i NOTES SaLL CONTAIN AS A MINIMM THE COMA LINE STATION AID OFF SET AND CUT TO EACH TEE, VALVE, BEND. HYDRANT, MAAOLE, CULVERT, CATCH BASIN, INLETS, CLEADUTS, SIDESEWER, WATER SERVICE, CURB, CUTTER, SIDEWALK. A0 ALL OTHER OWMGE5 IN ALIG44NT OR GRADE AS MAY BE HMO TO DRAW ACCLIRATE AS C06TRICTEO RECORDS OF THE PROJECT. THESE NOTES SWILL BE PVT LEGIBLY, 1N A FOAAT COFOMING T;. i GOOD ENGINEERUG PRACTICE IN A HAND COVETED FIELD BOB APPLIED TO THE CONTRACTORS SKRvEVOR BY THE CITY ON FOOD". THE LLIP UM MY PRICE FOR CONSTRICTION STAKING WILL BE FILL COMPENSATION FOR ALL SKAVEYING WF'Fn, i TO CONSTRUCT T1t IMPRMEIENTS TO THE LINE AND GRADE PER THE APPROVED PLA6, A 0 TO PlOYIDF YNE REWIRED CONSTAICT AO AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR MIS IT04 W:... BE Mw i IN COAECTION WIT" THE MONTHLY PAY ESTIMATES BASED LFON WOW( COMPLETED AS 09TEMINED BY TIE ENGINEER. ALL ROADWAY STAKING. BiGH AS CENTERLINE. CRABS AO GUTTERS, A0 ORADSH: AND KPAv1NC 94ALL BE OW! AT A MINIMUM OF 23 FOOT CENTERS. A COPY Or ALL CUT•5NEETS 40 SIMILAR WOW( .HALL BE GIVEN TO THE CITY AMC ; COPY O' THE SWVEY CONTROL NOTES SHALL BE GIVEN '0 THE CITY WHEN GONE. i SumlorWWntA1 SOeciflcttimT (Rh 05/01/R6) PABe 6 i 1 1-OSJ(3) COI/TACTOR PROVIDED k&4Ut T I"rpoiloN ' IT 21ALL BEM CURRACTOlS RESPONSIBILITY M RECORD THE LOCATION, BY CENTERLUE STATION, OFSET, AND DEPTH BELOW PAVOONT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS MOIk AS COVERED Ulw THIS Pw-xcl. IT SHALL BE WE CONTRACTORS RFgpNSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENREJLINE STATION, OFFSET NO EL'VATION, EACH MAJOR ITEM OF VW DOE LIM THIS COTWT. MOOR ITEMS O ruN SMALL x DEFINED TO INCLUDE M FO LOOM ITIOG: MANHOLES CATCH BASINS AG INLETS ' VALVES VERTICAL APO HORIZONTAL R)LNs JUNCTION BOXES CLEANNO TS SIDE SEWERS STTEET LIGHTS A STADARCc ' HYDRANTS MAJOR CNWtES IN DESIGN liu`,F 5? VAULTS DLVERTS ' ALTER TIE COMPLETION OF M NON COVERED BY THIS CONTRACT, M CONIRACTONS SURVEYOR SHALL PROVIDE TOM CITY M HARD COVER FIELD MIS) CONTAINING M CONSTRUCTION SIR?NG, AND ASRUILT NOTES; AO ONE SET OF WHITE PRINTS OF M CONSTRUCTION DRAWINGS UPON WHICH HE A'S PLOTTED M NOTES OF M CONTRACTOR LOCATING EXISTING UTILITIES, APO ONE SET OF WHITE PRINTS OF M CONSTRUCTION DRAWINGS ' VON WHICH ME WAS PLOTTED M AS-BUILT LOCATION O M NEW NOW AS RECCRDED IN M FIEND BD JARS). THIS ONRNINO SMALL BEAR M 90VEYOMS SEAL A U SIGATURE CORIFe ING ITS ACCURACY, ' M LOP SLUT UNIT PRICE FOR CONSTRUCTION SINNING WILL BE FULL COPENSATION FOR ALL SLMEYING NEEDED TO CONSTRUCT M IMPROVEMENTS TOM LIKE AO WADE PER THE *"DVED P-RMS, AIO TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PAR'IAL PAYMENTS FOR THIS ITEM Nlu BE MADE IN CONNECTION WITH M MONTHLY PAY ESTIMATES BASED UPON RDRN COpLEWED AS OETflNIMED BY M ENGINEER. 1-05.12 FINK ACCEPTANCE MPLACEMENT SECTION+ M CONTRACTOR SWLL NOTIFY TIE ENGINEER IN WAITING OF M COMLETION OF THE WPM THEREUPON M ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TL M ACTUAL COPLETION OF THE WEN IN ACORDAN(DE WITH THE TEAMS OF M CONTRACT, AND SA)L THEREUPON RECOMMEND TOM OWER THAT M WIN IS ACEEPTAB F. FINAL DETERMINATION OF THE ACCEPTABILITY OF TE WD N BALL BE MADE BY THE OWEf. ACCEPTANCE BY CONTRACTOR O FINAL COMPENSATION FDULDWING FINAL ACCEPTANCE BY M CITY ' SMALL CONSTITUTE FULL At) FINAL ,'AYENT FOR ALL WGA TIGER THE CON nACT, INCLUOIM, ANY CLAIN FOR CHANGED CONDITIONS ON CANOED WORK ORDERS OR EXTRA WON, CFI OR ANY OTHER CAUSE FOR MV14 FGR ADDITIONAL COMPENSATION. ' 1-05.15 METHOD OF SERVICE OF NOTICE (KPI.ACOENT SECTION) ' WRITTEN NOTICE SMALL BE DEEMED TO WIVE BEEN DULY WAVED IF DELIVERED IN PERSON TO M INDIVIDUAL, OR TO A PARTNER IF M FIRM, OR TO AN OFFICER OF THE COPORATION OR OVER OR TO THE CITY CLERK, OR IT SENT BY REGISTERED UNITED STATES MAIL TOM BAINESS NMRESS SHOWN IN M CONTRACT DOCUEHTS. 1 1 SupplwnUl SPWciticAtims (Re' 09101/96) PADF 1 1-05.16 CBLaRs No XSSAW (HEW SECTI04) IF THE CONTWYON, IN THE COARSE OF MIS WONT, NECOES MARE OF ANY EIM0RS W (MISSIONS IN THE CWAXI DOCUMENTS OR IN THE LRYOIT AS GIVEN BY SMVEV MINTS NC lurk CTIft. OR IF ME RCOES ' AMR OF NA OlSaVVNWrY KTMEEM TNE GOVTRACT DOCUMENTS AMC THE PHYSICAL lLC1TIOrS V THE LOCALITY, HE 9AALL IMEDIATELY INFOM THE ENGINEER. THE ENGINIEA, IF HE DEEMS 1T AELESSARY, go" RECTIFY THE RATTER NC ADVISE THE CONTRACTOR ACCOOIN0.Y. ANY NOEL DOE AFTER SIGH DISCOVERY, WZL AUTNCRIZED, WILL BE GONE At THE CMf RAETOAIS RISX. 1-07 LEGAL RUWrIM AND REWOISIBILITIES TO THE BRIO 1-07 6 SANITATION (ADDITIONAL SECTION ALL EXMSES IMOAIED IN SlFRYINC ACCESS, PARKING, AND S4M1T4TIW FACILITIES SMALL "I: CONSIDERED 1KIOENTAL TO THE PRO.ECT NO NO COMPEHSAT:W SHALL BE HAOE. 1-07 7 LOAD LIMITS (RRLA Z!!LT SECTION) ALL ACTOR VE41 LFE 'I 1K CViNUCTW, SACOTRACTOES, MO 51pPLIEAS SWILL STRICTLY NWERE TO ON. ' 44,AA OF THE HCTUR VEHICLE LAWS OF THE STATE O EISHINLTDY (1961 EDITION AND A too AS r>iRE0') IN REGAL TO SIZE, WEIGHT, NE LOWS OF HOTOA VEHICLES. PAYMENT WILL NOT BE WIDE FOR ANY MATERIAL THAT 15 DELIVER© IN EXCESS OF THE LEGAL rtiOHT FD MIJ, , THE VEHICLE IS LICENSED. ANY VIO..ATION OF THESE REDLLATIONS SMALL BE REFICRTED TO THE AFFECTED LAW ENFORCEMENT HINT, THE CONTRACTOR IS M FURNISH 10 THE PLINK WORKS DIRECTOR A LISTIMC O ALL MAX VEHICLES L6© ON THE PAOXCT, LISTING THE VEHICLE 4449ER, LICENSE MLIBE4, TAE WEIGHT, 40 LICENSED LOAD LIMITS. ' -07.9 WAGES iRR.AC— SECTION) THIS COMACT IS SL.ILX T 10 CHAPTER 39.17 ACV, ANC ANENpENTS AO AX:TIOS THERETO RELATING TO MINIVM WAGES. GH FEDERAL AID PND.IECYS, FEDERAL WAGt LAWS A0 REGLLA'IONS ARE ALSO APPLICABLE. N011dY NINIHAM RATEc OF WAGES A/O FRINGE BEWIITS ARE 9OHM IN THE CONTRACT. AFN FEDERAL WAGE RATES AND FAINEE BENEFITS ARE LISTED, MEY ARE 1N ACCDOAEE WITH THE UNITED STATES OEPAPnEyT O LABOR DECISION NLI W WA 83-5110. THE CONTRAROA, ANY SLBCORMCTOR. OR OTHER PEP ON OO1NC THE WORK OR NO PAR' OF 11 SMALL NOT PAY , ANY WOROEN, LABORERS, OR MECHANICS LESS THAN THE REOl1IR0 HOURLY MIMI" RATES OF WAGES 9Om, IN THE CGHTRACT. WAGES IN EXCESS CF SUCH CH RATES HAY BE 0AIO. IN ADDITION TOM WAGE RATE OESIGMATED, THE E?0.0YER SMALL CONTRIBJTE FDA EACH COPErRABLE MCIA THE FRINX BENEFITS LISTED. 1T 15 SPECIFICALLY UDERSTOLO AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FDA MIS CONTRACT ARE SUBJECT TO DAMAGES, THAT THE BIDDER ACCEPTS H1L. RESPONSIBILITY Alp ASSUES THE 41SM OF ANY INCREASED LABOR COST BY REASON OF PAYING mIGN{D RATZc THAN THOSE SHLWN IN THE CORRAL,. THE .ir• , DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PRDCLMED FOR THE MINI" RATES SET FORM OR AS CK%4GED. IT IS THE CONTRACTOR'S %SPOSIBILITY TO ASRRTAIN TIE WAGES ABDVL SUCH gl%IMIA AS HE WILL HAVE TC PAY, M CONRUCTOR S14AL,L POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR A/C IHOUSTRIES, 4 COPo Or THE APPR04ED -STATEMENT O INTENT TO PAY YREVAILING WAGE", A CON OF tK PREVAILING Vkm RATES IM THE PROJECT LION WHICH THE CONTRACTOR .AS INOI:CTFO THE APRWOXUAIE NABER OF WORKERS IN EACH CLASSIFICATION; NO THE ADDRESS WE TELEPHONE MLBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LOW AC) IHEVSTRIES WHERE A COP_A1Nr OR INWtAY COCER/IWG PAEYALING WAGES MAY BE FADE. , SNpP1AAentW1 ioetl Yl:Wt(PR4 (ROY 19,01.56) PWR 8 ' 1-m,9 CDNTINED ' ON FADO[tTS GOVEMD BY WADE RATES OCTER41N l BY THE STATE J WASHINGTON DEPARTMENT OF LABOR Mp INDUSTRIES Alp By M U. 5, SECRETARY DE LABOR IF RARE IS A OIFFtAIICE E1WEpM THE TWO IN M PREVAILING GE % 1 BASE FOR A 4MSIM OF CLASSIFICATION O LABOR. IRO C04TPXTM SMALL MY NOT LESS tTMRAM M WAGE WNRIM IS M HIOOR ff M TWO, STTHE ETNTWACTOR IAArES USE OFAP°REMNTICES ON PAD S7A1E DEPART ?,CTS ODVEIBED BY WAGE RATES NTOM14M BY M t WENr ff LABOR PC INDUSTRIES. HE 24kL PRESENT TO TIE ENG MM WRITTEN EVIDENCE OF REGISTRATION OF YEN DPLOYEES IN A PRDNAAR NWRpV® BY M STATE PERICO OF pg7�S'ION TOM EACH SUCH APPRENTICE DPLUWa. APPRENNTICE9NIP COUNCIL qp M ' IF M CONTRACTOR MARES USE ff APPRENTICES ON PROEC'S OOYOWED BY MACE RATES OETFIIAtNED BV THE U. S, SECRETARY IN DF LAEO1, NE SWILL PRESENT TD TI[ DCINEOI MRITTOM EVIDENCE O REGISTRATION O SUCH EMPLOYEES IN A PRO7IAR ff A STARE APPREMITICESHIP AC TRAINING AGENCY APPROVED AND FECOONI2ED BY M BUREAU R APPOEWICESPIP AM TRAINING. IN TIE ABSENOE OF SUCH A STATE AGDCY, THE CONTRACTOR SMALL SLBNIT EVIDENCE ff APPROVAL Ap REDI:'RATION BY TIE U. S. � OF AFFRpTICESIIP AM TRAINING. M COIAXTOA WILL SUBMIT TOM ENGEEEA WRITTEN EVIDENCE OF THE ESTA&.SEO AFN DWTICE JDUREYMW RA AM NAM RATES IN M PID.IECT AREA, WNION WILL E M BASIS FOR ESTABLIWw. SLE RATIFS AD RATES FORM PRDXCT LACER M APPLICABLE CONTRACT PROVISIONS. ' IF ANY DISPUTE ANISES AS TO WHAT ARE TIE PREVAILING PATES ff WAGES FOR WORK O' A SIMILAR NA-UE TC THAT CONTF1PLATp) UNDER M CONTRACT AM YEN DISPUTE CAVOT E AD,ASim BY M PARTIES ff ' INTENEST, INCLUDE:: LABOR ANG NA^GEWENY REPRESENTA"YES, M MATTER SHALL E REFERRED TO M DIRECTOR DF M DEPARTMENT OF LABOR AND INDUSTRIES OF M STATE O' WASHINGTON (OR TO M UAITEC S7aTE5 SECRETARY OF LABOR 04N PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED). AND , OCCISlON HEREIN SHr1LL BE FINAL, CONCLUSIVE ANG BINDING OR ALL PART,ES INVO vED IN M DISPUTE. 1F M CONTRACTOR NWES la OF A LABOR RaSSIFICATION NOT LISTED 1N TN SPECIAL PROVISIONS, M CONTRACTOR STALL REQUEST M DETDW'MTION OF M APPROPRIATE WAGE RATE FORM CLASSIFICATION AM ' FOR TIME AREA IN WNIM WOM IS PERFORMED, FROM THEINDUSTRIAL STATISTICIAN OF M DEPART:ENT OF LABOR AND INDUSTRIES. ' RF'OE M C_ 1TY WIL__r�NSE EAp, PUgE,pE55 ESrSWUTE oaYMENT ..�T-F iOR BY v�NERAL "ON CNG'Y( M CONT0. rq 1411, T A RATES HARE EEN PAID 'RaC OP PFOM v�°l AEC BY CI,Y), COEIRNING THAT °REVAI:I WAGE ' DR FEDERAL-AID PMpJECT$ M COTRp[TW AHC EAM YBCORTRACTOR �TA,TENENr$ TO�,�ERC11(Eq S14ALL P1LSO FIlNISH WEEKLY PArR0.L IF M CONTRACTOR UTILIZES M OCCUPATION CONE REIN B,BMITT:,r. PAYROLLS AND WALE Ar-IDAVTTS, AMC WORE THAN ONE .OAISDICTIOWA AREA 15 INVOLYM IN -ME PRO.E'C'., )NE JURISDICTION& AREA •NYO,VED SHALL E 90N EPEDIATE,Y FOLLOWING M OCCUPATION CODE N(9BEP, I.E.: 10.0010 YAK.E. THE CONTRAC"]A'S RECORDS PERTAINING TO WAGES MID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AtpIT BY NEPRESENTATI+ES OF M CITY "ING M LIFE OF M CONTRACT AMC FOR A PERIOD OF NOT LESS THAN rMV TH 'RIM. AFTER TrE DATE O ALT'EPTAWE TMEREff, ANG M CONTRACTOR SHALL WAIN SUCH RECORDS ' .ON RAAi P^RtO,, WHERE SUDH RECORDS PERTAINING TO WAGES PAID AAC PAYROLLS FOR M CONTRACt BY Y ARE Mt:N A1NE0 lCDNTRICTORS ON AGENTS OF THE CONTRACTOR M CONTRACTOR ExPgES4Y GUARANTEES THAT M IWAT PUM ff 4,CH Or HE CONTNACT CITY ON THESUORS ON AGENTS SHALL BE OPEN TO INSPECTION Ap "IT BY ' lSITOYE COKNCEp MORE tMNAN SIXTYAWE Y((60; DA AM YS AFTER M MCEPITIONS AS rNE RETANCES OF THE pLTF 6 M CONTRACT, WILL 1F M CONTRACTOR WILL E GIVEN A REASONABLE NOTICE Or TM rIIE WMEN SEEN AUDIT 15 TO EGIN. W RAIMENT IS MADE BY rC ^ITV OFANY SUB DUE IADER THIS CONTRACT, M CITY PRAT RECEIVE FROM OBNTRACTOP AMC EACH WgR W TOR, A COPY OF 'SrATENEW OF INTENT TO PAY PREVafLiNG WAGE$" SApvl~tsl sw:Srk.tla (RFv O9/Ol/06) " 9 1-7.9 CONrIMFb (Fl7M L ► 1 MAW 700-29) AS SIGNED AND MPKPW BY INE WASHINGTON STATE DEPARTMENT W LABOR AND , IML"IES. LFVN COILE71OM OF MIS CMVWT, THE rr" HVST RECEIVE "04 THE CO TAGTOR NO EACH 9BCTNTRACTOR A COPY Of 'KFIOAYIT OF RAQS PAID- (EOM L A 1 MAEEM TO0-7 STATE MPWTMWT OF LABOR R NO Dgb LE iE TRIES! CEATIF EWO THAT ALL PWV41LINC *AM NAME BEEN SATISFIED. iNESE AFFIDAVITS WILL BF DEO111ED BFlVY ANYNOS RETAINED, AGMINO TO THE PROVSSID14 OF RCN 60,20.010, ARE RELEASED M THE CONTRACTOR. FORMS WHY BE OBTAINED FROM THE OEPMTmw Cr LASCN Aq, DQAIRIES. A FEE RI S13.RC PER FACYH •5'tATDdr O' 1NTEM TO Mr PREVAILING WAGES' NO •KFIDAVIt OF RAGES MAID• IS REQ_+1KL TO FC.DPM1r fJ[N cOM SLll11TTEp TO THE DEPIATWN 3 LABOR AND INOu5TRIE5 nc SMIMTLIF 15 RESPO6IBLE FOR PA,W O< MY AEES AAE WILL KBE ALL APPLICArIORa D *O 1HE QfPARTHEMT O LABOR ANQ INDu^ro,FS TNEq FE[S SITYL BE INCIDENTAL tp ALL THE BTD ITERRS OF THIS cwrwT. IN ADDITION, THE PRIME ;DN'W'OR SHALL A,91I' TO THE WA911RCTOH STATE OEPMTIENT lI •-ABDA AND , INWSTRIES A 'RECAMM FOP -[_EASE' FORM PROVIDED BY THE D"TMENr Or LASAH NC INOUSTAlES. 1.07.11 9 SIBCOHTRACTSHG (ADDITIORM SECT STORE PAYNENT OF THE FINAL ESTIMATE, %C CONTRACTOR WALL. SBM1T AN AFFIDAVIT O ANEENTS PAID TO MINORITY SLMINESS ENTERPRISE ANC O Np(N BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY nE 11"; CERTIFYING THE AMONTS PAID TO NSNORIT, allSDESS NO OR No aA,W S OYTETYR;SE ^AR'l,'IDAVTS. 1-O'.11110) RILCOHCS NO NE-lq-S (1¢0.AMOr SEI,%7 THE CONTRACTOR WILL BE REWIRED TO COF4ETF Ara SL MIT THE FQ"ONIW DOCLMENTS BEFaRE PROGRESS AW OR FINAL PAYMENTS TO THE CONTRAC'Oi Nll: RE APPROVED BY THE PR83C VMS DIRECMA; , 1. EACH IWN - DEPARTMENT OF LABOR STANDARD FOM 257 2. 1" XLY - STATE MIDWY Fall, PR-"91 , THE GOER 014L FJNISN THESE F7#G TO THE PAINS CONTRXTOH "IND 11E PEC0STMET:ON RENTING. AN EOAL EMPLOYMENT WMpATLNITY AE'ORT CERTIFICATE SHALL SE EDECUtM BY THE BIGGER WITH H15 010 PROOOSk ON MIS PRO.XCT NE 041O4 COWS WITHIN THE PROVISIONS OF THE ECM ENPLOV EN1 OPPORILNITY DEGLLATIOIS at THE SECRETARY OF LABOR AS WV'SED MAY 21, I968. THE FORM OF CERTIFICATE WILL BE , FUMMISO TO THE CONTRACTOR WITH THE PROPDSM. WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO*ETHER K. HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION NRS PMTICIPAIED IN ANY PWVSOIS CDWTRACTS OR 9ALOMiAICTS SAXCT TO THE MAIL OPPOPTLNITY CLAUSE NO IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS OE UNDER APPLICABLE FILING AECIRDVVS. IAILJE ON THE PART DF THE BIDDER TO FISH THE REWIRED CERTIFICATE RILL BE DUE CASE REJECTION at HIS BID. , It A PRORISAL LACKS AN EEO RQpfT CERTIFICATL, Nq THE CTNrWTOR WMLI OTHERWISE BE ASARpED THE COYTMC7, THE CONTRACTOR 9H:LL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR O PRaIC MOMS TO PROVIDE THE SEE. It M CONTRACTOH PULSES OR FAILS WITHIN LNAT TIRE TO PROVIDE M CERTIFICATE, THEN R.E PROPOSAL OARANTP- IN THE PORN OF BOG, CHECK, OR CASH WHHIOR AIO.WANIED THE BID. KILL BE FDAFE:TEE TO THE CITY, 1 SKPIwrRtsl Speclflcstlms ' (RPM 09101166) ►op 10 -07111(10) CONTINUED ' WHENEVER A CONTRACTOR REQUESTS PERMISSION TO BLBLET A PART OF MY CONTRACT AD SILK CONTRACT COWS WITHIN THE PROVISIONS OF THE EQUAL TUOTY RE0.LATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1144, ME SMALL OBTAIN THIS COTIFICA71ON FRON HIS P"OPOSED SRCONiRACTOR 00 FORWARD IT ' TOG"" WIN SAH REQUEST. ND 51RCWTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE 51IBCONTRACTOR. FOR THIS REPOSE, CERTIFICATION FORMS MAY BE OBTAINE^ FROM THE PROJECT ENGINEER M104 D TO MIS PROJECT. 1-07.17 CONTRACTOR'S RESPONSIBILITY FOR WDWM (REPLACEMENT SECTION) Tit WONT BALL BE UNDER THE CONTRACTOR'S RESPONSIBLE :APE AND BARGE. THE CONTRACTOR SMALL BEAR ALL LOSS 40 DAMAGE WATSMVlA NO FROM MAATSDEVE)I CAUSE, EXCEPT THAT CAGED SOLELY BY THE ACT OF THE OTHER NHI04 WAY OCQA ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. ' IF ANY SAN LOU OR DMACE OCCURS, THE CONTRACTOR SMALL IMMEDIATELY IWO' GOOD ART SUCH LOSS OR DAOGE. AD IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO 00 SO, THE OWNER HAY, ITSELF OR BY THE EMPLOVMEM OF SINE OTHER PERSON, HAWE GOOD ANY SLON LOSS OR DM1I", AND THE COST AND EXPENSE OF SO DOLL SMALL BE CHARGED TO THE CONTRACTOR. ' THE CONTRACTOR ALOE SMALL AT ILL TINES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SIHCOTRA:TOR'S JPLOYEES, AND FOR HIS AD HIS Sl6MTRACtOR•S PUNT AND EQUIPMENT NO THE METHOD OF PROSECUTING THE WON. BRING UNFAVORABLE WEATHER 40 OTHER CODITIONS, THE CONTRACTOR SMALL PURSE ONLY SIGN PORTIONS O ' THE WONT AS SMALL HOT BE DMAGED THEREBY. HD PORTION O THE WOw IMOE( SATISFACTORY QUALITY OR EFFICIENCY WILL SE AFFECTED BY UIFAVORA&E CONDITIONS SHALL BE CONSTRUCTED 041LE THESE CQDIDI.NS EXIST, UdLESS BY SPECIAL DEANS OR ' PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SMALL BE ARE TO OVERCOME THEN. ' 1-07,14 RESPONSIBILITY FOR DAMAGE (ADITIOAL SECTION:' THE CONTRACTOR SHALL BE RE9061BLE FOR CONTROLLING OAT AND MD WITHIN THE PROJECT LIMITS AE ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR TIE ORATION OF THE PROJECT. THE CONTRACTOR ' SHALL BE PREPARED TO USE WATERING TRUO(S, POWER SWEEPERS, NO OTHER PIECES OF EQUIPMENT AS CEEHED NECESSARY BY THE ENGINEER, TO AVOID CREATING A M lWa. ' DUCAT AND PW CONTROL SMALL BE CONSIJEAED AS INCIDENTAL TO THE PROJECT, .ID ND C04EMLATION WELL BE RACE FOR THIS SECTION. COMPLAINTS OF OUST KO OR UNSAFE PRACTICES AD/OR PROER!1 DAMAGE TO PRIVATE ONNERSHIP WILL BE TRANSMITTED TC. THE CONTRACTOR AND PROMPT ACTION IN CORRECTING TOM WILL BE REWIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AND RESTOATION OF PROPERTY INEPIAMOT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE COMPACTOR SA_ LIMIT HIS OPERATION TO THE AREAS OBTAINED AND BALL NDT TRESPASS ON PRIVATE PROPERTY. TIC 006R HAY PROVIDE CERTAIN LADS, AS INDICATED IN CONNECTION WITH THE WORM UNDER M CONTRACT TOGETHER WIN THE RIGHT OF ACCESS TO SC.V LADS. THE CONTRACTOR SIA L NOT WEgSONABLY 0CU XR TIE PIEMISES WITH MIS EQUIPMENT ON MATERIALS. SMp l~ta1 Specifications (MY 09/01/66) Pays 11 1-01.16 CONTSNC , 71E C(NIMCTOR SMALL PROVIDE, WITH NO LIABILITY TO 'ME OWNER, ANY AUOITIONAL LAW AHA ACCESS 1 TBIEYD NOT 94OWM OR DESCRIBED THAT MAY BE REWIRED FOR EMWRARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SW . COMSTRCT ALL ACCESS ROWS, RECUR ROAM, ON OTHER t[AORAAv WON AS REQUIRM BY HIS OREARTIOA M CONTRACTOR SHALL CONFINE HIS EQUIPMENT. STORAGE ff MATERIAL, AO OPERATION W HIS WOOERS TO TIDSE AREAS SHIM AO DESCRIBED .AID SUCH ADDITIONAL AREAS A, -E MAY t PROVIDE. A. WERR. ALL C06TRICTION WOO( UMM MH CONTNACT ON EASEMENTS, RIW-LF-WAY, OVER PRIVATE FIWFE'NTV OR M%CKISE. SHALL BE COFIHED TO THE LIMITS OF SLOB EASEMENTS, RIOR-7-oAv W FTRAOOSF., ALL WOW SMALL BE ACCOPLISHED SO AS 70 CAUSE' THE LEAST AMOUNT OF OISIUMACE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL ST)EDOLE HIS NOW SO TNUI TEHOES AOROSS EASEMENTS SHALL NOT BE LEFT O EMM"ING REED OM OR HXMAYS AND TREMOES SMALL NOT RE WEN FOR MORE THAN AB HORS. B. STRUCTURES- THE CONTRACTOR SMALL REMOVE SUCH EXISTING STR(CTl1ES AS WAY BE NECESSARY TCA THE , Kw%v MC'E OF THE WOAD AND, IF REWIRED, SMALL REBU14O THE STRUCTURES THUS REMOVED IN AS MOU A CONDITION AS FOUR. HE SHALL ALSO REPAIR N.L EXISTING STRCTLMS W.104 WAY at DAMAGED AS A RESULT OF THE WOW( LMER THUS C17NTRALT. , C. EASEMENTS - LU.TIVATEI; AREAS AND OTHER SURFACE INRIOVEDD11S. ALL CULTIVATED AREAS, ENTER ACtICULTUAL OR LAWNS, AO OTHER SURFACE DA410VEIENTS WHICH ARE DAMAGED BY ARSONS OF THE CONTRACTOR 94ALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION, PRIOR TO EXCAVATION ON AN EASEMENT W PRIVATE AIGNT-OF-MY, THE CONTRACTOR SMALL STRIP TOP SOIL FROM TIE TREMLH OR CONSTRUCTION AREA AM STM(PILE IT IN SICM A MAKER THAT IT MAY E REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. OAAMEWAL TREES AO 9URRBERY SHALL BE CAREFULLY WDVED WITH THE EARTH SURRDUDINC THEIR RDOTS WRAPPED IN BURLAP AMC REPLANTED IN THEIR ORIGINAL POSITIOS WITHIN b HORS. ALL SHFUNIERY OR TREES OESTROYM W DAW -0, 94lkLL BE RE"= BY THE CONRACTOR WITH MATERIAL OF EQUAL QAIM.ITY AT NO ADDITIONAL COST TO M OTHER. IN THE EVENT THAT IT IS NECESSARY TO TREMOR THRaM R ART LAWN AEA, THE SOD SMALL UE CAREFULLY CUT AND ROLLED AND ATLACEO AFTER THE , TREMCHUS HAVE BEEN BADTILLED, THE LAWN AREA BALL BE CLEANED BY SWEE9I1gG OR OTHER MEANS, orEBR ALL EAATH AND, DEBRIS. IS. E CONTRACTOR SMALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TIFF 8ACNDE5 uSED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AD BACffILL, ON ERSEIEMS OR RIONTS-R-WAY WNICM HAVE LAWN AREAS. ALL FENCES. MAAERS. MAIL BOXES, W OT40 TEMPORARY OBSTACLES SMALL BE ROWED BY THE CONTRACTOR AND INMEDIATELr REARS, AFTE.A THE 11EHCH IS , BACOILLED, IN THEIR ORIGINAL POSITION. THE CONTwTOR BALL NOTIFY THE OWNER AND RROPERTV 00ER AT LEAST 24 HDULS IN ADVANCE O ANY 'ROM OK ON EASEMENTS OR RIOITS-R-RAY. OHMAGE M EXISTING STRUCTURES WMIDE OF EASEMENT WAS THAT WAY RESULT n0*OENATERIMG AMU/OR OTHER CONSTRUCTION ACTIVITY DEER THIS CONTRACT 9MLL BE RESTORM TO THEIR ORIGINAL CONDITION OR BETTER, TVE ORIGINAL CONDITION 94ALL BE ESTABLISED BY MOIDWAPHS TWIN ADAIR INSPECTION , MACE PRIOR To MTRUCTION. ALL SUCH WORN SWLL BE DOG' TO TEE SATISFACTION OF THE PROPERTY OWNERS AND THE OVER AT THE EXPENSE tF THE LOTRACTRR. 0. STREETS. THE CONTRACTOR WILL ASSUME ALL IES/ONSIBILITV O RESTORAilON O THE SUPACE OF A , STREETS (TRAIiJ.1.ED WAYS) USED BY HIM IF DAADED, IN THE EVENT THE CORRECTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MACE ' NECESSARY REPAIRS, THE CONTRACTOR 94ALL SO INFORM THE (AREA, THE OWNER WILL MANE TE NECESSARY REPAIR. AND THE COST OF SOH REPAIRS SHALL BE PAID BY THE CONTRACTOR. swolowtA1 swifi.Wtims (Rev 9941106) PAPW 12 1-0.17 UTILITIES NO ;MILAR FACILITIES (AD T1Mfa SECTIC+L ' LOCATION AD DIMMIOS SOM ON THE PLANS FOR EXISTING UOMWOIM FACILITIES ARE IN ACCODNCE WITH THE BEST AVAILABLE TNO 0%TION WITHOUT UNCOVERING AND MEASURING. THE OMIT DOES NOT MARANTEE ' TIE SIZE AD LOCATION OF COSTING FACILITIES. IT SMALL BE THE CONTRACTOR'S W-9-045151LITY TO CONTACT ALL PUBLIC AD PRIVATE COMPANIES HAVING UTILITIES AD/ON FACILITIES IN THE VICINITY O THE CONSTECINON AMEA. ' CALL BEFORE YOU DIG THE All HOB LOCATORS 1-00-424-5555 IF, IN THE PROSECUTION OF THE ROOK, IT BECOMES NECESSARY TO IN/URPT EXISTING REFACE ORAIHADE, SEWERS, UDEIORAINS, COD11T, UTILITIES, SIMILAR UOU01000 STRUCTURES, OR PARTS T OREDF, THE CONTRACTOR SHALL. BE RESP06IBLE FOR, AD SHALL TAKE ALL NECESSANY PRECAUTIONS TO PROTECT AND PADVIDE TDFOIARY SERVIT' FOR SAE. THE CONTRACTOR BALL, AT HIS OWN EXPENSE, REPAIR A'L MADE TO SUGH FACILITIES OR STROTOES DUE TO THIS COSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FDA CITY OARED FACILITIES IMICH RILL BE REPAIRED BY THE UTTLIT• OEPARTENT AT CONTRACTOR'S EX ENSC, OR BY THE CONTRACTOR AS ' DIRECTED BY THE CITY. I-V.230) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR BALL NOTIFY ALL PRO IY ONFRS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DISCRIPTION OF THE SCOPE OF TR. FRWMT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS ACWZSCNTITIVES NNE AND OFFICE MD ETEAmCY PAW NABETS AND THE OMERS ' PEPRE$ITITIVES NAME AD ROVE MEW. THE NOTICE SHALL BE WAILED OR OE-IVERED TO EACH PROPERTY USING A PLASTIL ENVELOPE TO R HMG ON THE DOOR HANDLE. PLASTIC EM/ELONES Rl L BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR SHALL ALSO NOTIFY ALL LOCH. POLICE, TASIT, ,VD FIRE DEPARTMENTS, AND ML D0.0 DISTRICTS PRIOR TO CONSTRUCTION. NAPES AND ADDRESSES WILL K FU NISED IN THE OWNER ON RED.EST. THE C04TWTOR BALL FURTHER NOTIFY EACH OCCUPANY IN PERSON A MINIMUM OF THEE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. ' 1-07.23(3) F_AGEN. IAAIICADES, AND SIGNS (REPLACEMENT SECTION) FLA7EN, &W:CADES, SIGNS AND TRAFFIC CUTR(L RlMISED SIVLL CONFORM TO THE STYOARDS ESTALISEC IN THE LATEST A[AFTED EDITION O THE `WVDAL ON ONIFORK TRAFFIC CONTROL DEVICES-, PBLISHED BY ENE U. S. DEPARTMENT O TRANPORTATION. COPIES HAY O PURCHASED NRON THE SLF"IMTE)GENT OF OOCLWN,„ U. S. GOVERMENT PRINTING OFFICE, ' IIASOKTON, D.C., 20,02. THE CONTRACTOR 3W1 UPLEENT THE TRAFFIC CONTROL PLAN(S) APPEARING iN THE CONTRACT PLANS. AS APPLICAA.E. IF THE CONTRACTOR'S PLAN OF IPERATIONS IS IN CONFLICT RIM THE CONTRACT TRAFFIC CONTROL RAN, HE WAY PROPOSE MODIFICATION OF TIE TRAFFIC CONTROL PLAN BY SOWING M NECESSARY CONSTRUCTION SION5 AND BARRICADES REQUIRED FOR THE PRO.iCT, AO SBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE O THE TIME THE SIDS AO BARRICADES WILL O RMIREO. THE CONTRACTOR SHALL, AT HIS OWN EXPOSE PROVIDE ALL SIDS, BARRICADES, WMS, FLAGMEN , AND EWIPENT, CONSTRUCTION WARNINGS, AND NION7 LIGHTS IN GOER TO PROTECT THE PUBLIC AT ALL TIMES FROM INRAY AS O AESLLT OF HIS OPERATION (SEE M.U.T.C.D.). IF THE CONTRACTOR yOAD FAIL TO MAINTAIN ' SUFFICIENT LIORS AND BARRICADES, IN THE OPINION R THE E/IGIREER, THE CITY BALL HAVE THE RROT TO WWIDE THESE LIGHTS AND BARRICADES AND RDU.C' SUCH COSTS FROM PAYMENTS ME THE CONTRACTOR. WO& SHALL BE 4ESTRUCTLF&D. THE GOER O ROOK MODIFIED. THE HORS OF ROM MODIFIED OR THE WORM WALTED ALTOETER AT THE ENGINEERS DISCRETION mEN THE ENGINEER FINDS SUCH A COURSE OR ,.ORSES OF AC'10N NECES.-ANY TO PROTECT THE PUBLIC OR THE CON,RACTORIS SAFETI, HEALTH, AND R¢FARF ALL SIG..'• AODVED SO -L BE SALVAGED IRO DEJVEREO TO THE CITY YARD. S,ppleaFtal swificAtlms (WAY 09/01/86) PYIp9 13 CONTIMED A. COSTS V ZOWECTION RIM THE FWTECTION MD NOVENENT � YEHIMM AID AM, AN 7MFT1C BE CM610M INCIMWAL To M ROW( INV0.VM OR DALL,K IMaWED IN M LAB► "P[ICE ITEIVSN4. '•TW IC CONTROL• IF SIA1 AN ITENN IS INCLUDED IN M P MMT. TTUWFIC MP/EWW SWLL NDKIN BE DEFINED AS MP"ING TO BDM MUCIA.M AND RIDES, !AN TRAFFIC. TIE 1 ENGINEER SHALL BEM CITY OF IB91TON FLl1C kVVG DIRECT, OR NIS ULLY AUTHg12ED IEAESOITAlIYE (I.R. P OXCT ENTIiEER. 19ECTQ) AS LBED NEIOIA1On M tIS SPECIFICATION. M FO.LORNG 1S A SUWWIV OF RMLATIOS THAT RILL APPLY TO TRAFFIC mfRq OFEMTIOLS ON THIS pra=T, &.I ODES LIMIT OR SVEAYDE OTEA Wa"T,0,6 OF N! STAIGYO MIFICATIOS: NOT 1. M 9MAUAL ON INIFWN TRAFFIC CWrWDL ME CES rot STREETS AND N10MY FEDERAL HIOMAY A04NISTUTION (FTAM) •TRAFFIC CO YTtOL rN 5•, RS WELL AS ME Wua , ZONES- TECHNICAL CON6'TA,C4, AND HAINTFD NICAI REPORT Y 1fF1, 9NLL BE Ugn AS A GUIDELINE F.A MIS PM3EV. 2. AT 1TE PAGJELT PIE-CoWSyp CIId COFVWa M CWIRICTOI SOIL OISCM MIS TRAWTIC ow"%CL PUN AND CESIGMTE THE PpLSO, RESPOSIBLE FOE TRAFFIC �RRa AT THE WDMc SITE, hE rCP SWLL iN LUDE DESCRIPTIONS OF M TPAFFIC COftga METHODS AVMICES M BE USE. Tr THE THEME COIrRACTtR/S1B.CDNTRACTO5 AND WILL WE S16ECT TO REVIEW MD APADWL BY r)* ENGINEER. S. ORIMG ALL PVYL5E5 OF COSTRLLTION, TRAFFIC WE/Er, 9MA1 BE WIMAIMED AS IEM NDIWRL POSSIBLE AM WASaAA&E ACOESS VAIN7AINED TO PROPERTIES ADJAM T M TINE RIGHT jrWWMAL A5 as A. ALL TRAVE4-M PO TIO S OF ROADWAYS WILL BE DIV, TO TWrFIC ORINC PEA, rRAFFIC PERIODS, a:50 !O 8:50 A.M. AND 5:00 t, 6:DO P.M. 01 AS DIRECTED 9r THE ENDIIMR. 5. ON OR BFFOtE THE FIRST DAY OF WORK AFFECTING TMVEIFD MNMY, T,E CORRACTOR WILL BE RMIREC TO HAVE M TRAFFIC CONTHGL DEVICES TO BE U,OO IM v_;W AND ATeROVED BY THE OCIKER AS TO COpLIANCE WITH OWCO"AA StANDAROS. NO WW %ALL BE DOE ON OF IA AD " r0 rHE ROADWAY LMTIL ALL NECESSARY SIGNS AND TRKYIC CONTROL DEVICES ARE IN PUCE. 6. `M SITE TRAFFIC CONrRd WILL NE 9J&XCT TO PERIODIC INSPECTION BY THE OCIMEER;CONTRACTORWILL WE REpUIRED TO TAN¢ tIIGr AND APPROPRIATE ACTION W CO IECT CONDITIONS rWT ARE LN W"E OR CASING LADE DELAY TO TRAFFIC W NEWNT. T• If M CONTRACTOR FAILS 10 TARE SUOI TIME IY AND A-PRORIATE COIRECT'Y ACTION, TW ENGINEER CAN 'ORDER A STOP TO "THEW ROW[ UNTIL M CONDITIONS ARE CO �ECTED, to OWE• CORRECTIVE ACTIONS TO BE PEWQIWD BY OTHERS WITH ALL COSTS IMCIAM THEREOF DEDUCTED FAOI PAYMENTS M DR C IW 00E THE CT,NTRACTOt. ME CONTRALTO[ SMALL BE REYOSIBLE FDA pROyIDING AOEOATE FLAOEN, BARRICADES. LIGHTS *C 51OS , FOR THE PROTECTIa OF M WORA NG THE MU LIC AT ALL TIMES. pD THE LC TRACTtR Alb HIS SLRETY 9,A„BE LIABLE FOR INOAIES 00 OANpZES TD pOtSONS AND PEWCRTr S[frMo 8, REASON OF M CSiTRKTO7S ,WEAATI" OR A N IMICOCE IN CONNECTION TOM,%. SM„NDlowtAl swlFlcstia (RWY W/01/66) Page lA i LIT.D(c) WS1 MT.DOt (AOCITIW1l. SECTION) "( CONTRACTUI smAu POVIiE .MONDUM 1,700 GALLON CAPACITY WATEY RIOT WITH A PIESSEE SPRAY ' WSTEN OSIOED FOE SMI C.W/ING. N[ STREETS SMALL BE QFBED OF MST AO "PIS AT THE DO OF E404 RENING DAY. IN AMITtON, THE CONTRACTOR INA.L PROVIDE WINKING, AS MECMSARV, TO ALLEVIATE OUST IUISAKE OR AS ODECTIV, BY ri. ENGINEER. � 1 DT.H AIDNT$ JF WAY i'Ai?1WL `Z:TJON THE CITY BOLL OBTAIN ALL EABEIONTS AO ACCESS PERMISSION W CCSSARY TD TIE COS TION OF ALL DA10141BINTS -DATED ON PRIVATE PIW)EMY AO PA, ALL COSTS OF M SAME. COPIES OF AI EA.SOE475 AD ACCESS PLwSSIa WILL BE MOM® TO THE C.NIRACTO, TYE CATAACTOR go" POWOM ALL WORM ON PRIVATE PAOA0ITY IN STRICT COPLIACE AIN THE TMG AO CODITIOS OF THE EASDOVS AD RIONI-O- ACCFSS DOC.AENTS. 1 1-08 PYSECUTlON AM PROIVESS 1-O6.7 PIU, Z SCHEDULE 2o1.5"N- SECTION) 'j"DIATELY AREA EXECUTION AO DELIVERY O THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR 94ALL DELIVER TO THE OGIW-P M ESTIMATED CONSTRUCTION PROGRESS S'EGLE IN A FOM SATI91ACYORY TO THE ENLI%W, 9OAING TIE PNOD4D DATES O COMMENODOT AD COPLETION O' EACH OF THE VARIOUS PAY I706 OF WOK REQUIRED DOER THE CONTRACT DOCU0wS AAD TIE ANTICIPATED ANDNT O EACA MONTHLY PAYMENT THAT WILL RECOE DUE TO THE C917WTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. TIE CO YNXTOA SNLL ALSO FUMISA PERRIOD!C ITDAIIED ESTIMATES Or WORM DOE FOR THE PIMOSE O MAKING PARTIAL PAYMENTS 'HEREON. THE CDST INCURRED ON MAKING UP ANY OF THESE t SC/EDA.ES WILL BE U MD ONLT FUR DEIEIMINIMG THE BASIS O PARTIAL PAYMENTS AND WILL NOT BE CONSIOEE� AS FIXING A BASIS FUR ADDITION TO OR OEDUCTIC'C FROM M CONTRACT. 910AD IT BFLOE EVIDENT AT ANY TIME WRING CONSTRUCTION THAT OFOATIOS WILL OR MAY FALL BMIHD THE SOEDULE O THIS FIRST PRO", THE CONTRACTOR SAL. VON REQUEST, PROPTLV 1MNIT REVISED SCHEDLS IN M SAME POW AS SPECIFIED HEREIN, BETTING OUT ODRATIOS. METHODS, AD EQUIPMENT, ADDED LROON FORCES O WORKING SHIFTS, NICM W@M, ETC.. BY RNIW TE LOST TIME WILL BE MADE UP, ' AND COfER WITH 14 ENEIINEEA UNTIL AN APPROVED MODIFICATION O THE ORIGINAL SOEDLE HAS BEEN SECt1MD. FURTHER, IF AT ANY %E A PORTION O THE ACCEPTED SCHEDULE IS FOND 10 CONFLICT WITH THE CONTW,T PROVISIONS, IT SMALL UPON REQUEST BE REVISEU By THE COTTAC"M AD THE RDM SRAl BE PEFMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS, PAWONTS O ANY FURTHER ESTIMATES M THE CONTRACTOR AFTER ADOA REV.EST IS MADE AO UNTIL AN NWO,ED 10DIFIED 5041)LU HAS BEEN PROVIDED BT M CONTRACTOR MAY BE WIYHEL:. EXECUTION OF T iE POP ACCORDING TO THE ACCEPTED SOEDULE O COL,TRCTION O APPROVED MODIFICF'.SONS TrM. 'DF. IS HEREBY MADE M OBLIGATION OF TIE CONTRACT. PE CONS'RLCTTON ^ONFEREi[E (HEW SE"I0N) FRIDP TO THE START O CONSTRUCTION, THE CONTRACTOR, ENGINEER. ALL ABCONTAACTO UTILITY DEPARTMENT, QASI PUBLIC UTILITY COMPANIES. AND OTHER INTERESTED PARTIES SMALL ATTEND A R%- C%6TRCTION CONFERENCE, WIN TIME. PLACE. AO DATE TO RE DETERMINED AFT" AWARD OF ENE CONTRACT. S AISEGUEM10, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEW A WEEKLY COBYAEHCE TO REVIEW PROGRESS AD DISCUSS ANY FR01LEI6 THAT MAY BE IIQ/EED. THE TIME. PLACE AD DATL O THESE MEEKLY MEETINGS i SA.: BE ESTAii]NED AT TNB PE-CONSTRUCTION CONI ERENCE. SwpIMPAntA: SQWc tf1CA.SOMMa (RAY 09/01/E4) PWOW SS I-M.A MrWTION OF N1'_.(N ITI6F IQSK SECTION) 'N CONTRACTOR SULL WMv T!. CIrY O ADTON AT LEAST b HAAS PRIOR TO CONOCING NOR::. TYE t SMC NOTIFICATIONS 90 E PROVIDED TO ALL DOODCV SERVICES, BY DIKING Nll FIOM A PHONE W11H A Ip11OI OOWGE TQ34,jM N6®l, MO THE $DOM DISTRICT MEN WORKING WITHIN A MIDWAY RIGHT-OT- WAY. THE CWTW,"M 9AtL AM NGYIF'l PRQQMTV DOM AWACDR TO THE CONSTRUCTION AREA, INDICATING M OAATION A/O PMmM TIE I< ACCESS CLOSUE TO THEIR FRQERTY, , 1-QO S T14 OF COPLETION (AMITIM'L SECTION) •JLIO PARIAUPIH 1 WITH: ' THE CONTRACT TINE SHALL START WITHIN Jr. DRYS F1131 THE LATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PK=. THE 4NECIAI PROVISIONS WILL STATE THE IDNMACT TINE IN WOWING DRYS. , A MAKING DAY 15 ANY DAY NOT OIHEWISE DEFtNED HBIEIN AS ANON TOWING DAY. A NON WOI(UG lAY 1S 06IND AS A SATUHDAY, "My ON IECOGNIIED HOLIDAY OR A DRY ON WHICH THE WMWTOM IS S"ECIFICAL0 REQUIRED FY THE CONTRACT M SISPENG LOiSTRCTION. ALL CUINITIL46 OF RECOGNIZED HOLIDAYS IN THE STk4CW SPECIrICATIONS ARE DELEM NO VOID. RECOGNIZED HOLIDAYS SALL E AS FOLLOWS: t NW YEWA-S DAY. 10AMIAL DAY, JULY A, LAMP DAY, VETERANS DAY, 1WWMIVITG 100 'E DAY FOLLOWING, AIO CHMIMAS DAY. THE DAY MM CMIS'W5 9ALL E A NAIDAY WHEN UAISTIYIS DAY OCGALS ON A TUESDAY ON FRIDAY. THE DAY AFTER OAISTMPS BALL E A HOLIDAY MEN ONISIMS DAY MCLRS ON A MDOAY, ROE:DAV, OR THURSDAY. MEN CHRISTMAS DAY OCVJM ON A SATRDAY, THE TWO PRECEDING WOWING DAYS SMALL E OBSERVED AS HOLIDAYS. MEN CHRISTMAS DAY OCCUR$ ON A SHAY, THE TW WOWING DAYS FOLLNIN; SMELL BE OBSERVED AS HOLIDAYS. V THE CON MACRON IS E1W'EC1FD TO DILIGENTLY WDSENTE THE WORE 1D rDNPLETION IN ALL PARTS MO REQ+IROONTS. THE P16TCT 94ALL BE CCW.ETED WITHIN THE TINE N"ED IN THE ^.ALL rON BIDS. ' MOVIOD, HDAM, THAT THE CITY 91ALL HAVE rE RIGHT UPON REQUEST OF THE RBLIC WORKS OL.ARTEN', M EXTEND TN 711E O COPLETION OF SAID WORK. NO EXT06I0H SMLL E VALID ULM THE SAVE E IN WAITING APO ACCOPANIM BY TIE MITTEN CMYM TIC 904 EXTENSION BY THE SALTY ON THE BOO Q THE , CORRACTON. TIE LOST IN RALACING DOPOM WM DA MATERIAL SWLLL NOT FURNISH ANY OOUOS TO THE CONTRACTOR FOR CLAIMING +' EXT061ON OF TINE FORA M COPLETION OF THE HAW, MO SHNL: NOT RELEASE M CONTRACTOR MON DAMAGE OR LIABILITIES FOR FAILWE TO COPLCTE M WOW WITHIN THE TIN , REQUIRED. 1-08.4 "Q11DATED DMW1E5 (AMITSOAL SECTION) , M LIQUIDATED DAMAGES DO NOT INCLUDE. AM ARE IN &COITION TO, DAMAGES FROM COSTS FOR INSPECTION, SPERVISION, LEGAL EWO6E. AHO COAT COSTS INEMED BEYOND CONTRACT COPLETION DATE. M �057 OF ADDITIONAL INSPECTION AN) SUPERVISION 94ALL BE AN AmOW EQUAL M ACTUAL SALARY COST PLUS 100 , PEAMT FOR OVERHEAD. I-OB.1! OVERTIME WOW BY AEA M.JYEES NNW SECTION) , ►EN THE CHrkACTOM PERFO1INS CONSTRUCTION WOW OVER THE ACtU"ED B WARS PER DAY OR AO .OURS PER MEEK, ON ON ANY CITY HOLIDAY, MO THE NOW REOIIRES INSPECTION, THEN M CONTRACTOR SHALL REIMBURSE. M CITY ATM RATE O SM PER HOAR, M CITY SMALL HAVE M SOLE WrFir',Y IN DETERMINING THE , HMSITY OF WAVING THE OVERTIME JNSSCTTON, AM SHALL NOTIFY TN Mw--(OM OF ITS INTENT TU REQNIY TO INSPECTION. SAID COSTS WILL E IEDUCTED FROM HMONIES ouL M CONTRACTOR ON EACH NOMMY c .NAPE. t SUgpl~,tAl SwIfintim> ' HMV 0,01166) Page 16 SANITARY INTERCEPTOR 5-401, Preconstr. Conference Schedule of Prices B Bid Proposal & Specs. Bks. 1-p8.12 Tro•s MS�WT AD LW10MINT (NEW SECT14k) INE CONTRACTOR ALOE SMALL AT ALL TIMES E qESpOSIILE FOR n[ S FFICIENCY OF AD HIS S/L0NTWIR H'S PLANT A EQUIPMENT.E IPMENT. THE UMMEA SMALL HAVE THE 01 TO ' MANE 114 0 iK CONTRACTOR'S RAf1 AD EQUIPMENT IN THE PEq-DMM/tE O' ANY WOM ON TIE 511E O' THE WAKE . I" USE AR THE OAER O RD' PLANT ,AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WOYK AD PAID FOR ' AC1ODINGLY. MEInOI THE OWIEDR NOR THE ENGINEER ASSUME AAN RES7VLSI11ILITY, AT ANY TIME, FOR THE S[CIAITY or THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE or THE WORK BY THE ENGINEER AD THE OWNER' M CONTRACTOR SMALL EMPLOY SON MEASURES AS AMITIOAL FENCING, EAARICMES, 00 WATCHMEN SEMICE, AS W DENS NECESSARY rW THE PUBIC SMETY AND FOR THE PO "Ok OF THE SITE AD HIS RANT AD EQUIPMENT. THE OWNER WILL BE MWO ICED KEYS FOR ALL FENCED, SECURED AREAS. 1-06.13 ATTENTION TO MOM( (KW ZCtl I) ' THE CONTRACTOR BALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE BOY( TO THE END nAT 17 SMALL EE PROSECUTED FAITHFULLY, AD AEN HE IS NCT PERSOALLY PRESENT ON THE of SITE, HE SHALL AT ALL RENSO A&E TINES BE IEACyENTED s. A COA[TENI SAEAINTEEDEM WHO SHALL HAVE FULL AUnORRITY TO CREATE THE SAE, AD TD SUPPLY MATERIALS, TOMS, AID 1AEOR WITHOUT O[LAY, AD WD SALL Ef THE LEGAL REPRESENTATIVE O TIE CORAACTOR. THE CWTRAETOI OL 9WLL LIABLELIABLEFOR THE rA1RFi1L SGVMNCE OF F W INSTRUCTIONS DA IVFAED TO HIM W TO HIS AUTHORIZED RI WS"ATIVE. 1-09 WAS1004T AD PAYMENT ' .1-09.1 HEASAEAENT '1 QUWWTIt1E ..J'L SECTIONI ' THE MMACTOR WILL BE RE.SFONSIBLE M ASSEE THAT ALL DELIVERY TICKETS THAT APE REQJIRE7 FOR THE RWDSE O' CALCULATING QUWNTIT,ES FOR PAYMENT ON FOR VERIFYING TYPE O MATER�. ARE THE RECEIVED BY EN:IHEER AT THE TIME OF DELIVERY 1N ODER FOR PAYMENT TO EE MADE. A. BY mp ' PAYMENT WILL NOT SE WADE FOR OELIVERY TICKE75 WHICH DO NOT SHOW TYPE O MATERIAL, OR( WEIOT, fARE HEIONT, TRICK NUMBER, DATE, WEIOFMLSTERS CERTIFICATION,AD INSPECTOR'5 INITIALS. SCALE CERTIFICATION SHALL BE SEEITTED AS EAR" IN THE PROJECT AS POSSIBLE. EACH NE104T STATION SHALL MAINTAIN A RECORD O THE IR= MM M, TIME, DATE, AD W[IOR OF ALL TRUCKS PROVIDING MATERIY TO THE mg7ECT, M WEIGHT LIST BALL BE MAINTAINED IN DUPLICATE WITH ONE SI0E0 COPY TRANSM; 'ED DAILY TO THE CITY BY THE SCALE ATTTODAMT. IN ISOLATED CASES HERE SCALE WEIGHT IS HCT AVAILABLE, THE INSPECTOR SNALL MEASURE THE TRUCK VM1E AD CERTIFY AS To ITS FULL LOAD OE.:Y[Rr. B. BY OTHER MEANS METHOD FOR MEASUREMENT AEI PAYMENT FUN MATERIAL BRCUG T to THE SITE BY ANY OTHER MEAIc Wl_. BE DETERMINED BY CWTNXTOR,OP,ER AIKCETENT BEFORE AWARD O THE CONTRACT. "20 SCOPE OF PAYMENT (NEITIDNAL _7 ONI ALL COSTS UD EXPENSES FOR ITEMS O WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS. NOT IDENTIFIED AS BID ITEMS IN THESE VMI-ICA11045 SHALL BE ICIOENTAL TD THE PRO,]ECT, NO SEPARATE PAYMENT O ANY KIND WILL BE CODE FEN THESE INCIDENTAL ITEMS. SUMIGNNHtA1 swiflcWtims (%W 0/01/06) PEQA 17 1 1 O!1 lCIED�EE. ILS DESCRIED IN 1 IN rlE VENT TWAT ANI IMTERIK OA W000,61 ODES Vol PARTIAL PAVIplTS OI ESTIIMTES NRV E eI1M1ELD UNTIL A 1101r1 9AI MMTEIl1AL 01 SECTION E, HAS KEN AECEIYED AIMD AP'PROYED' 1 .W rK wwtoffmom OR vatrICATIONS. 11E CITY MAY IIACC IIE PTO E IN THE EST INTEREST 0! THE eAEOWMSNIP IF of DIECTOR OF PTRIC VMS DEEMS 9LW R UNIT CITY. PRWIOED TIE CITY MAY MEUITIATE PAYMENT OF A LOMMETM WIT 111tCE !OI SA1D WI1E113K M ,O,e,ry151.IP. 1 91KL BEMPDE ON THE FOLLOVIND SREDIIE ONLY: PAYMENT fOP PIPE INSTALLED 2g la a PIPE lowk-LED �N.'EN1 O` BID PRICE PRI 1 r 6o.= PIPE IKSALLED AID 401 TL�ro' 90•DA 1 PIPE INSTALLED �m TIE-INS PIPE INSTALLED. yp "VICES INSTALLED AND CLEAN- 100.0% U' COMPLETED. r 1 1 i 1 1 1 1 1 1 S.n l.wte1 so"Illntlms (Rev 09,01/1661 POV 18 1 0 mvlsla 7 tEAR qWM 2-01 wAtm, OM IWG. no wooslaE CLKA P ' 2-01 2 DISPOSAL OF UME MATERIAL A 9W!R (PAPT1K W%,% (Nt RCT10N) MITI: 'THE CONTRACTOR 904-4 DISPOSE OF A.L "IS By OTE % THE THEE OISPOSAL METHODS DESCRIBED IELa.- ' •THE CONTRACTOR SMALL COMPLY VITH ALL LAPS Ao RUM OTVONIMG THE DISPOSA. OF DEBRIS AND MMTRLCTIOI MATERIALS IN APPROVED LAM FILLS.- ' I-Qa.3{1) DISUSAL METHOD NO. 1 - TEN URNINC - DELETE r241.7(2) DSFOSK MF»{p Np. 2 CDITNO,LED WWIN0 - DELETE ZO1.I(3) 017VA WTN00 W, S - DELETE r2-01,2(A) DIV%k MONX Ny1,1 LAW FILLS (A7DITIOAL SECTla) ALL DEBRIS, WASTE, EXCESS COLSIAM71OR MATERIALS No OTRl11 M 13=LAEO)5 MATERIAL Hpt skL N',E, 0, THE DAUM OF THE CONTRACTOR OR DISK= T By AOT < APPIKXIED METHOD AM TO BE DISPl15F".L Cl Al A LANDFILL APPROVED AND LICENSED BY THE ArMURIATE WAMtM, BODY, r 3.Ol,l(A) ROR05IDE LLEMI,IP - DELETE 2-01 S PAY1(NT (PMTIAL WFLACE)ENT jWIO) rDELETE STEM A r7-02 IOOVAL OF STTECTtEEE AIM CWTALCTIOIS 2-n2.711) RlWHAL O aAVCENi 'IDERALXS A/o CURES f. RAlN AN AREA RAEAF PAVEMENT HAS Rd POOVEp IS TO R TOID TO TRAFFIC KFUR MYOEMt PATTNIND HAS BEEN FINISKO, TET OWN MC COLD NIX AIPMPLT CONCRETE PATCH SMALL BE REOOIREq, r IEPA0PAAv COLD NIX PATCKIND SMALL BE PLACED TO A MNXIKIN WIN O 1 INCH lMEDIATELV ATER BACNOILLING AND COPMTION ARE COMPLETED No BVOIE THE ROAD is OPENED TO TRAFFIC. PARENT 15LPA.IDolA, SE-CTION) ADD: 2, 'SAM MTING,' PEA LINEAL FOOT. 1. 'COLD MIX MC ASAVILT,POR toN, r ALL COSTS 0114TED TO THE REMOVAL OF STRUCTUES AND DBSTACTIOS INCLUDING SM LUTTIMG AN MD NiX ASMMLT SMALL Z CONSIDIDUD 1R[IDENTAL TO Ao INCLWM IN INN UNIT COTRACT PRICE OF OTHER BID ITEMS ULESS DESIONATED AS A SPECIFIC BID ITEM, rsAplAnrrnt6l %wifitAtiOmA (Ihv "'01�06) PROP 19 r 2-03 IOADMRY DEAVATIOW MD DlNAOENT 2-03,1 OWIITION (M11TIA1 IOIA:L(rSI SE[TI017 , IOUIx M ffaw 2 WIrH: M WOWI IN LEBS ARSE ITlNS UNLESS THEY NE DESIGNATED AS PAY IYLMS IN THE COmUCT: ' 1. MALL 2. SLOPE BOUNCING ). EX AVVIO OF STIMCTUES, OI10[S NO OW&ELS. , A. NEANAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT, SIDEWALKS, OR]VEIAVS, WO ND WTT[R. EXTRUDED CURLS, NE+ OTHU+ MACE IMPROVEMENTS , 2-0 )(2) R0LIK CUTS (PARTIAL -w%AcEENT SECTIQNJ PMArl PARAMAM 1 LURROLLED LASTING WITH: CONTROLLED LASTING — BIT@f LASTING WILL BE MPRWEO M CONTACTOR NRT MQbTMT[ TO nNE '.M'.INM AND LOCK PRICE AND FINE D[!WrN1 NTS M NEED f0t TMIS WTHM O [MCAVATI[M. IF ' MP"M KFOE ANY LASTING BEGINS, M ENGINEER WILL REQUIRE M CONTRACTOR TO PROVIDE INFORMATION ON HOW OMILLM. LOWING FVO SHOOTING WILL BE ACCOPLISED. ALSO, M CONTRKTDP W L PROVIDE A DETAILED EIPLNNTION OF WART PRECAUTIO,WILL BE FOLLOWED If LASTING IN AN UIBM , OR •ISIMIM mAiA. 2-03.)f111[ L4MTALE rQ/OATION EXCAVATION IREPLKMM 1 IDN) ' UEN 90104 ON M PLANS OR WHEN SPECIrIED IN M M14L PROVISIONS, LMTAL[ MTLAA. Wan SHk, BE EXCAVATED PRIOR TO DE PLWOONT R DGANK o T OM .NE AREA. M UNSTABLE NATDRIAL WAY CONSIST , OF PEAT, MUCK, SWAMPY OR UISUiTAL[ MATERIALS, IHCLLOING MAIM LMS NO STUDS. M MATERIAL TALL BE EXCAVATED BY TE CONTRACTOR AS DIRECTED BY M ENGINEER TO GIVE M COW,TRLCTED DONY+EIVT rLL,L BEARING ON SOLID GROUND. , MATERIALS EXCAVATED FROM M MIADVAY OR OMANEL CHWNGE M1W. WILL NDT BE CLASSIFIED AS U4li2 tAl[ FOUNDATIONEXCAVATIONUNLESSM ROOVN. MIST it ACCOPL29C BY QAG.IME OP MTION OR BY Valk EXCAVATION MEr"DOS REQUIRING DlrrM" EQUIPMENT FROM IHAi USED FOR ROADWAY EXCAVATION. IN 041CH , CASE MEASLIOCNi ND PAYMENT AS •U WITABLE FOUNDATION EXCAVATION' ON A PER CUBIC VNO BASIS Wl, N4lY. 2-03 )(!A)F 015PLAMONT OF L.%2T F F)MATION MTERlk$ - DELETE , 2-03.4 MLAspowiSilR[HA_1rtY_ vFTMtiN ADD TO ITEM 1. , AT M DISCRETION Or TMt ENGINEER. ROADWAY EXCAVATION, BORROW EIUYITIC N, ND LNLUITAL:. FOADATION EXCAVATION - BY M MA1C YAW MAY BE NEAUM AY TRUCK IN TE MIMING VEnl V V ' M POINT OF L01014G. M CONTRACTOR 90U PROVIDE TRUER TICNETS FOR EACH LNO q"E a. EAN TIOCET SUL.L NAVE THE TRUCK NJNMER, NNE AND DATE, NO BE APPAW® By M ENGIKER. 2.0)•) PA,M?_�P RTiAL PMAMNENT SECTION) , AM TO BEGINNING O' PNRRNAMH 1: ' •ALL MATERIAL UNITS COVETIED IN THIS SECTION 94ALL INSLOE TN PALL TO NO rROM T E A SITE AS MAT Or PAIR UNIT PRICE. %mlamenAW1 9WWc1 r1uA long , (RAY OA/Olim) Pw 20 2-03.) Colt IAJ[D IdI,KI PARgPAPH 1 1T0N 1 NIMt Woo M twawv OOOIS ENCAVATIOW 2 rw OR U33 KLUB mam, UAT CWTMCT Plum FOP NY MY MVAT ION Ao NFN.L *W6L APPRY, If 4 O CAS OCAVV ION 60E THAN 2 FW QON ' 71Jnot, THAT MITT MIDI M I.FOOT GNTH Wwl SE PAID FOP AS PR1NtDm FOR IN T[CTION 2- 03,)()) U4LRtAA.E rotmAllON ECAVAt IO..' PALACE TEn OF IT54 ) N1M: -AMITOU FOUDATION bRAVATIM•, An CMC TAM, 0O1 THIS IUD ITEM APPEARS IN TK 3O90" OF PRICES, M CO NWT PRICE PU MSC YND Sr11LL t rLLL OSPDNSATION FOP EXAVAT111G, LMOM. PLOCINL ON Daau1SE 01}DSING 7 THE MATEtUAL M UDING NALL, 001 PD !ID ITDN FDA 'JftllALE FO DATION EXAVATIOP W"S 1N TE SDEDLLE OF PRICES, W AN 1TON FOP FD.PMIIOV MATERIAL WW A OR 0,ASS tt WEALS IN M SOEDLLt O Mm. tog WYWXT SMALL t AS =T FORM IN SECTION 2-0.1,1, DON 091TOO OF YHE ANNE ITEIR IS MWIDED IN M LLONTMCT SIDN 10L. AS MY t WOM h nt DOINUR SHALL It ACCMVLIM AS EXTRA EON AD MYNENT RILL EE NADE AS PROVIDED 1N SECTION 1- REPLACE TE XT OF ItpN t RIM; YEN COST FOP W WOWNY COPAC'LON WAALL E INCIDENTAL TD OTWT PAY IRKS INNMVED.` ' 2-O4 HART. 1-0A,) MTPE)Q (?QLAL'DENT SECTIW) ' All COStS FOP THE NA, ING OF MATERIAL TO, FROM OR ON M A SITE WALL R WNSIDERL INCIDENTAL TO AND IT ium IN TN[ OMIT cumTRACN PR10E OF OMR uNtts OF NOAU. ' 2-0 SLIM TKATHENT 1.0).) PAYW)C cVf&ACDENT SECIION) ALL CODS FOP STONE TWEATONT 94ALL K CONStO)1LD 1NCIOENTAL TO AND INcLJW IN M INIT M"MCT MCI OF OMR J41TS O RON, 2-OP STV CTUE EXLAVAIION 2-0.1 UEZ!IPT1ON (WW_I)ENTK SECr1RN) MS Of ALSO INCLUDES W CXCAVAtlaN , Ma APO DISPOSAL OF ALL INSNITALE MATERIALS U" AS PGT, RtCN, SNAPPY OP OMIT*&( MATERIALS, INCLLOIK AA IED LOGS AD STOPS, ' IOP.)(1)C M!pv4 fr MrRLt SM MARPIAI (PMrl% Q6610(T SECTIONI PALACE PMAOMAM 2 RIM: UOVU !AO?ILL FOP rO►avich MAKRtK 'fftL t MAC ON PMTIALLV MJS[D NARRIAL MEETINNG TE KW!MENts Or SECTION 0-1d.It tU OWAria AO Qk*tn, ' Sup Isontsl SpAcl'latlN tMY wD1?31) ftgo 21 '�JP.3(�70 DI?03k 91 x yAAL (PMilAL NEMT.Y't✓YNr WFFrMm.� ' PDLME THE AFAb AND MUD PAPAAAU/MS WIT.; M WIT MWW' PRICE FOR ST%CtL11E EXCAVATION CLASS E SMALL ITELLC( ALL COSTS FDA LOVOING ATE MAULING M MATERIALS. RINI" TRENCH WIDTH FOR PAYMENT SMALL 9 1 rEE)T, , tMI.'OMK LIMIT FOR ►IPE.INES LAPEER TYMN A2 IMDES, ►IRE ARCFES MW TfNN $0 IME ES iw SPAN, STRLCTWL MATE PIPE, PAD UPIANOSS OM(L OE 1,1 FEET, LOWER LIMITS POP ►IRE. T4 EOTTON OUTUOE OF M PIPE, OP nE WrTON OF M REOUIRm EEDIOING , WAY PIAL WILL MOVE AS M LONER AkIT FOR MEASURING EICAvATIOL, NE ENGSM M MAY gT NNOTIEP LIMIT MEN EACAVATION MAI r MADE KLOW OAAOE, DELETE M LAST 1e MRAT1tAN6, 3-09.f PAYMENT (RERACFMMr' Qrr Mlf.r 1 M(N M PPMSA INdLOES V`N OF M FOLLOWING DID ITEM, M OWNER WILL MY AS MLOYS: 1, 'STmj:TkK :i AVAI a MASS A,•PER CUBIC law. ' 2. 'STRUCTURE E1CAvATILM CLASS E,'PEP CkMIC YARD. AYE MIT CONTRACT PRICE PER Clli: YARD FOR M Et0 ITFMS LISTED AWOE 9A" SE FLLL MORY OEPs vOP , ALL LABOR. MASTER+ALS, TOTAS, EOUtAKNT, We PUMPING INCLUDING N%X. IF THE INGIR M CO/11RACTOI TO [XCAVAT[ KLLOR M [LhA'IOMS 91OPM ON M PLAMS, M WIT PMELRICE PER CLEIC YAPS FOR •rrRtCTURE EACAYATIOI CLASS R M M 9MLL APPLY, EUT 1F M aNM4CTOR E.ACAVATES OW4M tK* M MANS OR M ENGINEER REWIRES, M OWNER W14L NOT PAY POP ATORIAL EXCAYATm rpm EELOP M REWIRED ILEVAllams. IN THIS CASE, M CONTRACTOR, AT MIS OW4SE SMALL REPLACE SICw MARRIAL RIM CONo" OR OTHr MAIERIAL RE OCIXEEP APPROVES. ' U404 'STNCTUE EXCAVATION CLASS 8' IS MDT INCLLOED IN M E10 ITOG THEN ALL EXCAV&TION, ee ALL HALL MD DISPOSAL OF EACE3S OP ,pWITPAU MATERIALS, raYTID RIM ALL LAROi, TORS ' N ON D EWINT REM)IRED M EACAYATE TO LINE MO DUDE FOR ANY PIPE, DER OR LYT COe R SMALL BEERED IC CONSIDIMTAL TO M PRICE PRIC FDA TWRT OIFE, CILYERT OR CD,EIiT AMC ND ADDITIONAL PAYMENT 9MtL EE MADE. f, •SrDRIML AK CRtBRIG OR EXTRA EXCAVATION CLASS A....... LUA SIN. THE LUMP SUM CONTUCt MICE 94ALL ■ FULL PAY FOR ALL LOOP, MATERIALS, TOOLS, AM EQUIPMENT NEE= TO WILD, DEPAIR, RACE A~ TO AIEYENT SCOUT, MO RE4VE M SNORING, CRISS, CO'FOI " (30 CAISSONS. IF M EMGIEEP %Quilts 9o:NG, CR'Ml COFF0010e5, OR CAISSONS WMEN M CQlWMKT PROVIDES ' NO Etr ITEM FOR DID, ►OM, M OWNER RILL PAT AS PROVIDED IN SECTION 1-0A.A. 1F M EGINEEP REWIRES M CONTRACTOR TO WILD OWING OR CAIEE 00 EXTRA ECAVATION CLASS A TIMT EXTENDS MON INE ELEVATION 90IN ON M PLANS, M 000 WILL PAY M UE► OM PRICE MO Me MORE OEM M EXTRA EXCAVATZON DEPTW INS MOT EXCEED WE FEET, FOR CV, OEATEA THAN '*a PEET EELOW M ELEVATION OpN ON M PLA04 PAYMENT RILL ■ AS PROVIDED IN ■ SEC11R4 I.OA,A. ■■ swoLPAMN,tal TpRci Pic►tams ' (RWv 091011 EA) PAN 22 3-09.5 CO+TINAED 1. `OMVEL BALWILL(KINC).- PER Tat. ' M WIT CONTRAL! PRICE PEA TON FOR THE KIND 40 CLASS Or GRAVEL M TILL USED 94ALL BE FULL PRY FOR ALL LANA. MATERIAL, TOMS, ANC EOUIftW USED. UAESS DTHERRIY SPECIFIED ONAVEL BACWILL, GRAVEL BOMOA, MD BAM MIN GRAVEL FOR TREW. ' MCWILL 9#;L IQDI TO O AWL BASE CLASS B AS DO'INED IN SECTION 9-3.10 OF THE ANSAENNTAL 3MIFICATIONS. ' T. 'FOLAXTIM MATERIAL CLASS A OP CLASS B•. PER TDN, IF EACAVATION MaN THE ELEVATION SHUM4 ON THE PL" TO WMYE WSTARE, OR 111AABLE, OR OWITABLE MATERIAL '. AEAIIIRED BY M ENGINEER TM N ALL LABOR, MATERIAL, ND EWIPNEM M.IWI ED M EALAVAT., LOAD, MALL, AND DI9 W ? RICH MATERIAL, AND M IVl1RE TIE MATERIAL ■ITN FOLDATION MA MAL CLASS � OR CLASS B SMALL lE PAIO IN 114 BID ITO `POW+TION MATERIAL CLASS A c' CLASS 1-mcl IO. -0J.12c11). PER TON MC Nb AW 1IUM M,,EN' S19ELL EE MADE. ' 2-11 T1cWNG AID CLEAIAP 2-11.3 WNST%JC'IONN REWIAENO(TS (WDITIOHAL SECTION) ADD M P'41ACAINPH I: T RD" TAKES. 94AGS. DOWN T!4", IPTUIVED ST WS. LARGE ROCKS APD BORDERS, 4C OTHER UNSlGNTLY MATTER OUTSIDE THE AREA STAAED FDA CLEM L LTA GABBING. B, THIN TREES OR BR'H AS AEQJIRED OF TIE ENGINEER. ' 9. FILL HOLES 40 SNXTH 4C COkTQN THE DROKC. 10. SHAPE THE ENCS OF CU'S AID FILLS TO FIT ADJACENT TERRAIN AM Tr DAWCE THE AREA'S ' APPEARANCE. I— OR.ITERATT 434C0E_ ROADS 40 RE-SIUPE THE AREAS TO BLEND IATUAALLY WITH SI1 AOUNDINGS. e i t ' Soo1NPNwrt9l EgtiFle9Elm9 ' ',Rev 00ml/BA) PADS 23 M-- DIVISION S SMAa TTERTWWS no PAVOWS 5-04 A91NLT Como" MYDOR ' M"W (PARTIAL RER&VW SECilON ' FWD ACE ITEM 10 -DRIVE WY ASRaLT• PITH: 10. •UXELANE0115 WOR DRIVE NAY Ag%k T,- PER TON. , ALL COST rOR THE ITEM 12 CRACx SEkINC, 1, TEVOAAWY STRIPING, 6 LL REWvING TDf9tARY STRIPING SHALL E CONSIOMD INCIDENTAL TO AND lu .OED IN THE WIT CONTRACT MICE OF OTHER l04175 OF ADM.• ' S-0S CD4W CONCAM PAVEM 41 5-0%U(ID) CEMENT 00? R E DRIVEWAYS (RFPLEMENTAL SECTION)_ CONCRETE rOR CRIVUAYS 94ALL WE CLASS A()/A) AS SPECIFIED IN SECTION 6-02.5(2). , S-OS.S PAYAENT (POTIAL R7EACEENT SECTION) RA.ACE ITOR I WITH: ' 7.•CEDW CDCRTE ORIVERMY', PER SGIARE YARD t r S"IsmntRl SRPc VICAtlmn , (br 09!01/86) Nge 24 DIVISION 6 SINIXTUPS 6-11 MMKOUES (Nn SECTION) kILa mazzraN) ' TIE WON DESCRIBED IN THIS SECTION, REGMULESS, OF THE TYPE OF NATERIKS ODDUNTERED, INCLUDES THE ERCAVATION AND SWINE. OF THE LUT OR FILL &OWES AND FURNISHING AND DDKSTNUcrINC REOERf[SlROCK RETAINING WKL WWNVf 94M ON THE R ANS CH WADE DIRECTED 11 THE ENGINEER. 6.11.3 NATERIK< ROCK WALLS SHALL E[ FWACC GE LARGER PIECES OF Q.MNNIED SM&T, NDESIT[ OR OTNER IGNEOUS MOM. ' INDIVIDLWL PIECES M ROCK 9NLL K Sapp AND RESISTANT TO WEATTOUNG. OWN EIDDN INTO PIECES WESOtUG 1Q r0 THRO130 UGH NO 1W.STED FOI SOURNESS WITH SODIUM SLPWATE IN ACCOD4DE WITH AA9R0 T1W, THE LOSS 71NppN A OE-INCH SIEVE MTV 6 OVULES $ 1NLL NOT E%GEII! 3!kl OV RIOR. THE ROVE HATERIK 94ALL BE AS NLWo P. 1.YaLp, Ar '"lle.F sw, AS ri ♦' Tr 'f -ININ 6. N ..NT O' VOID S%a EETREEN `HE ULpCKS. N6. ,l'c trr1Nl WON DOES N T EnTp6, TFIRA OH TRW, WALL. TIE OrH WIOTCTS11L 9NKL GE PtW' SONG' CRINGE AND N,EE FROM WEA11aED PORTIONS, SEWS, M40G AND ' OTIEA OSEC75. THE ROM DENSITY SNLL K A KNIN%OF 160 WGIMS PER CUBIC FOOT. THE SO1C;E O, 9FHLr AND SITE. OWLSENTATIVE SNPLES IT THE MMUAL 94ALL K AFPWAED WY THE EN4INITOR BEFORE DELIVER, 1p THE ' THE ROM WALLS SHALL BE C134 XTLD OF IK40 ROCKS. (ES TO lap P'OLAE)5I lap, 10" IN ITS LEAST D1NEN310N; TNI.NNR ROC1C5, (300 TO fop PGAGS) EACH U" IN ITS LEAST DTND15I01; TME£44AN ROCS IWO ro 1.200 PETS) EACH 16" IN ITS LEAST o11D610N; FOM404 ROM (1.500 T = ROADS) EACH 16" IN ITS LEAST DIMENSION. THE ROCKS SNLL MNAZ UIFOAN r IN SHE`. ilEt ^b ULa200 POU POUNDS) ' ION IN6CIFIES.HEIGHT, THE FpAIJWWN ROCKS SNLL ONLY E USM FOR THE FIRST CREASE OF ROCK IN WALLS OVtR ' FEET 2N HEIGHT, 6-11.3 L2674LICTI0N REDUIRENENT< ' THE NON UtOADING AT THE SITE WILL RE DOE IN 5iCM A HNIER AS TO SEGREGATE THE ROy By THE 511E RAGES INDICATED IN THE PRECEDING WNtA~,. THE WALLS 94ALL K STARTED BY EXCAVATING A rwER, NUT LESS THNN 6 INCHES GE NOR TINN ' DEATH a LDW SLHA"DE IN EKCAVATION SECTIONS, OR NOT LESS THNN 6 INCHES O1 ONE FOOT 1N DvrH xLDW THE EXISTING GROUND THYW AN FEAT IN AD LEVEL IN EHiAR6EN SECTIONS. AREAS ON WHICH THE 4JCKERY 15 TC eE RwrA6CEDRc SNLLnON M rAINED AD WSSEC To COFORN TO THE ELEVATION OR SLOPE INDICATED. THE Ra ' 9NKL START AS M04 AS POSSIULE A1ONN THE COOLfr10N OF p, WKLM CUT a Flu SECTION. ROCK SELECTION AND PIACENENT 94RLL K SUCH THAT rIDE WILL K ND ONON VOIDS IN IRE 67OSED FACE OF THE WKL OVER 6 I"" XORMS IN AN DIRECTION. THE ROCKS 94ALL GE RAID AND KEYED TOGETHER WITH "W" GGN OF VOIDS. OARTICLLM ATTENTION S/MLL E GIM TO THE RACING ND KEYING TOGETHER OF THE FINAL INIZE O' 4_ ROOKERIES. THE FINK COAy 9NLL HAVE A CWINUOTS *ptNWDE ND K PL TO NININIII ERASION OF THE ;1AC ILL NATERIK. THE LARGER RISKS 9NKL SE RAC1ID AT THE EASE ACED AC THE MGDERY SO TINT rHE WALL WILL BE STALE AND HAVE A STARE AFpEARWIE. 111E AUKS S1NLL ` CARCFLLIr RACRIGHTED By "ICL"'CAL EQIINENr AND IN A IWPWER SUCH THAT THE LOIGIrU THE AXIS IF HIE ROM SELL R SLOPING TOES OR W?FIENDICLEAR -D THE ROOMY FACE. THE ROCKS SHNLL HAVE ALL INCLINING FACES rHE EAOc THE ROGMV. EACH AN OF RICKS WILL t SOL DOSS' IE)ATED AS TIGHTLY ND FYEN.r AS NG �CGOla OF ROCK IN SUCH A NWN1(R THAT THEE RILL A Np NUEIEHT WETAEEH THE TWO. AFTER To ELIMINATE A KL V VOIDS KTWE[N ro RIMINATS ANY VOID ;;Fl RENT To HE H SWkI KCH1NKeD CH rE SALT WITH QNaR, ROVE PASS A 1 INCH SQNARE PMGEE. 1o01WPontal $w1F1catims (IMY 09/01r66) ►Ay. 23 kujA� CMf(OU @04WILL 9*'L WCO ST O' 1.1/7 I1LH gNUS T1a49tD Mkx a W , TK CUT dl FILL IMTOItaI. M PLACID ro AN a IND1 KININIM MI KL COl/UMINt TO WALL AV. a. 4*00KINaTLE a I MDIILL NATOl14L WILL K PLO= I�IFTSTMA jL[V T1CN WALL MC ' TOaIS aDr TK CUM t MOWS KA=' TK MOOILL WILL K M-4M Mien ERCN �� !t • 'M' abQlll IwiO1Iq ONM KMIMt StA►'aCe QOt KTTINC M NEXT CDIIKE. M ROp CDlalg WILL R IENpyE,� , fl1J.i Og�N rtrc A a IqN DIM" PEKWTED PVC "IPE Dt4L K PLACT(p AS A FOOTING IMA/N KNI1O M SI M 1N rW STMOMIO P-'M MO CDWIe^;e0 TD M aq,7tEAIES 45 STaW DbtNAR sisiEN WNeNE so.N. 1'�ds��,LfCrtO1_ OE�TEpI,I t IS INSPECTfN WILL NM T14 XC' tTv ro I�,gO7 ,yn DOtCTI`e gTeT+[a MO ro IWILL K S KING I0P n rr GONE, SL6ECy ro M W.XC OECISSON CT THE WrERI ZA. '�' WOgc nMi .'O ADDITI�m Sy T M OMEn4TIIN SITE W OIX MI.IC OF TED WIEW, SNN.L K ALL PK REPAIRED WATDI qT , RAWL'a 6-11.e�SUPIE14VC , KASAL� �lro T2E NEAMSTT SQLk EP'ProM WILL K NMIE fnD. ECOTIK Woa TD THE TOP OF 6-11-i�NT , P YMW WILL K Wa LHXe M 'To' `ROD, RETAINIW. WALL-, "A SGIMRE iMD , SUUA M 14 PRICE PIN LLtV TMID SWILL K ELLL COMPENSATION Fa rr[ ADO(FRT R[TASNING Wall 1N RAq MO 51NLL IM1Lpe ALL WDa, NLTMALS. MO EGUIRENr MI T)* A TD YAROCKe THE INSTALLATION IN t 36=16 antal SwIflcatlo . ' (AWr O!.'Ol/aa) P.P M ' 1 OMSION 7 ORAltom STRA.TUES, STOW SEWOLS, Vm TMV KwERS. "TEA "O6. AND CORIITS 1-01 UPAIMS 7-01 A HEAS,O (KC'TIDAL SE7r1ON) ( ROD TO AAA) 2: -Rd THE COMrAK7 DOES NOT THQUIE 'STRCT/E E7EAVATIPI CUSS B' AND 'SMXTUE EWCAVATION ,1 MASS 11NWDINO ofty AS 6 MT ITd ALL COATS ASSOCIATED AtTw TTjM ITEMS SOLL BE IPQLM ■ IN OTHER CONTRACT PAT MOS.' ' 742 OLVEATS 7.02 2 HATEPIALS 0m"t004, SECTION) AM TO PARAMAPH 1: PVC PIPE ...................... 945.12 PVC PIPE: WHERE MIN OR REIHfORM COIDRtn- STEEL, OR ALU I" ARE PUVM TO IN SECTION 7.02 IT SHALL BE UNDERSTOOD THAT NlnRV'CE IS ALSO MADE To wC. ' 7-02.7(1)C RACING PVC PIPE (ADO'T1ONAL SECTION) IN THE TRpd, MENDED AS SPECIFIED IN SECTION 7-02.3(1) PK PIPE 9WAL BE LAID BEGINNING. AT THE LOWER 00. WITH THE RLL END V'DRADE. 'ALA GRAVEL WILL K USED AS THE BEDODL MATERIAL AND EXTFM 17OON 6- BELOW THE BOTTOM O' THE PIAE TO 6• AMM E TO' OE THE PIPE. TON IT 15 HECESSM' TO COBALT TO A STAICTUE WITH A MOOED JOINT A MBBER OASKETED CONCRETE COLLAR RILL BE USED AT THE POINT OF CONNECTION. METE LAST PAHOHORARH 7-OILS MTIENT {MRTIA` REPLACEMENT SECTION' MITE ITEMS I TWO" 20 AM REPLACE WITH: 1. Straw drain Pipe Per L.F. ' •_. : Corrgatw Steel Aron Pine per 5, _' Corrugmt@C AIURI" Arch ►iOt AT L.P. A. •Cwn tote Class C• Der C.V. 5. • Di"ter flared Eno Section Per Ea. ' DELVE PMlAU1MH5 5 A ' 47 STRCTURAL PATE rIK. PIPE AIOM MOH, MD UBIOPASS 7-0) s M(A9�erJEHT (PARTIAL RptiKEMENT SECTION) PWrawwh 5: REPLACE `SECTION 2-09.6• WITH 'SECTION 2-09.1• 7-07,5 ►AwENT ^R%lll REPACEENT SECTION) DELETE ITpb 11. 12 and 13 RDACE LAST PARRUWP WITH; M UHII CONTRACT MICE rOl OUVIL BACKFILL TOP r3ADAT4ON4 CLASS A OR CLASS B SHALL BE 0410 IN ACADMCE WITH SECTION 2-"' simlowtB1 swir5atione (Rw Of/011161 ow 27 74M FrOM IIEMR r 7-M.2 wlTcwlns ca�oora gcTlaa r AM: AVE S MN "IPE ........................ 9-09.12 7-OA.)(11B PIPE BOOING IRPRDWAL SUTla) r ADD: PIPE §MOING FOR PVC MM PIPE SWILL =GIST O PEA ORLVtL. IT SMALL E RLAM TO A DEPTH O r 6' DVER MN) 6' LkM THE EXTERIOR MILS O THE PIP[. 7-01.)(2)A VO4Y LIME NO OUOE UYARTIAL AQUICDW MCTia) r REPLACE PABMAAPN 1: WIN: SONEV L I* AND MADE WILL E. PNDVIOED BY THE EMIMEER OR CONTRACTOR IN A NMAER CONSIS7E.' r WITH ACCEPTED PRACTICES MD TMW SPECIFICATIONS. 7-0.)0) MP4[LL1NG STURM SEVER TEN E.S (SW4.OENTAL SECTION` AM TO PARAONwP ): r PVC PIPE SMALL BE MDOEO M0 BAMFILLM WIN PEA GRAVEL IN ACCORDANCE WITH 7-04.),:)5 PRIOR TO BAOOILLING THE IOMINM O TIE FIE/NLM. r A00: ,ASO" O BANK " GRAVEL FOR TRENCH WCWILL WILL E BY TIE TON, IN ACWOMCE WITH r SECTION 1-09.1, ON BY THE CALCLLATla O NEAT LINES BASED ON NM IKM TTpNa WIDTH PER SECTION 2- 09.4 LISM A CW40SICN (ACTOR O 1.3 TOM PER CMC YARD, MNICMEVER IS LESS. 7-04.4 HEASAEI.EM (PAPT:AL RMACflOIT SECTION` r NEPLAM PARAORAFH A WIN: EXCAVATION O THE SIDM SEVER TRF)CH WILL E IEAAAE) AS STRUCTIEE EXCAVATION CLASS B OR r STRICTIN EXCAVATION CLASS B INCLUDING KAAX, AS SKCIFIEC IN SECTION 2.04. 7-QA.S PAYMENT (PART:AL. REPLACDENT SE:TION1 METE ITDtS 1 TMOA2 B MC REPLACE WIN: 1. " Storm A9PPr plp9, mr L.r. 2. CmuWtR Class C, mr C.Y. r OON 40 BID I M 'UAVEL BACWILL FOR PIPE BEDDING• IS INCLUDED IN THE SC4mLA.E OF PRIM. P:a! REDOING, AS SOAAN 1N M STMDAND PLANS, SHALL E COSlWtM INCIDENTAL TOM PIPE MD NO ADDITIONAL PAYMENT SHML'L E WIDE. PMACE PMAUTAPN ) BIN: TESTING O STORK SEVEA PIPE IF REQUIRED IN THE M:MEER SHA., E CONSIDERED INCIDENTA-, TO AM r INOLLDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEM. r r SLOpl~tA1 vocIrleAti" r (RWY wol"B6) PBB9 21 r 7-05 MMCLES, uaTE INLETS. MOP INLETS, NO CATCH ,SINS 7-0s.J(1R A¢JU$T[RG wWOLEA �a*HaH BFS1N5 TD oNDE (e�tHONTAL ECTIONM ADD: 1N UPAVED STERS: RVWAQF3, GTCN USIRS /w SIMILAR STRUCTURES IN AKAS TO E STNAC© WITH OUSED ROCK OR GRAVEL SMALL E CONSTRICTED TO A POINT APMOXIMATr,Y EIW IWIM ELOW THE SMEGRAM APO COVERED WITH A TEMPORARY W000 COW,. EXISTING MANHOLE_ S104 K LUT OF AND COVERED IN A SIMILAR NNWU. IHE CONTRACTOR SMALL CAREFULLY RE VO" EACH NAMDLE SO THAT THEY MAY E EASILY FORD UPON COPLETION OEM STREET NORM. A RANG TIE GRAVEL OR CAGED STONE SINKING, THE NM MMDLE CLES AD W CASTINGS SMALL BEIXASFTERTRACTCIED M THE FINISED MADE E THE AOIDWAY SIpYAM. DGAMTION NECESSARY FOR 9MING:NG MVaDLES TO -Va SMALL CENTER AIW M MAMIDU AID E HOLD M THE MINIMUM AEA NECESSARY. AT THE COPLETION OF THE MANHOLE AWUSTHONT, THE VOID AM" THE NAMQE SHA- E SAWILLED WITH MATETIALS W104 RESULT IN THE SECTION REQUIRED ON THE MCAL ROAD WAY SECTION, AD K THtlHQALY MPACTTD, WIDE BITUMINOUS SURFAJE TREATMENT 1S TO E 0.A®, THE MAA0.E CASTINGS ' SMALL E INSTALLED FROM 112 UbH TO OE INCH HIOOi THAN THE RORONY SNAP. AS THE ENGINEER MAY DIAE.CT. LN. MOT_WKIT PAVEMENT- MMUM, CATCH BASINS AND SIMILAR STRUCTURES SMALL E COSTRUrTEr, AMC A JU5TIM IN PE SAE MAMER AS OUTLINED MOVE EXCEPT THAT THE FINAL #aMT1ENT SMALL R MADE AM CAST IRON FRAE E Sr AFTER FARMS PAVE KEN PLACED AD CIED=. IN PLACING THE CONCRETE PAVEMENT, EXTRDE CAE WE 9E TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY my, IN ASPHALT CONETRETE PAVEMENT: MANHOLES SHALL NOT K ADJUSTED UNTIL THE PAVCEM IS COMPLETED, AT WHICH 114 THE CENTER OF EACH MAMgE SW.L K CAREFULLY RELOCATED FROM WF MW MS t FlEVIOUSLY ESTAEL15HE0 P THE CONTRACTOR. THE PAVEMENT SMALL K C17 IN A RESTRICTED AREA AID USE MATERIAL E ROOM TO PERMIT REMOVAL OF THE COVET. THE MANGE SMNL, THEN E BRWOR TO PROPER GRACE UTILIZI G THE SAE METHODS or CONSTRUCTION AS FOR THE NMaE ITSELF. tTHE CAST IRON rRAE SMALL K PLACED ON THE CO[AETE &MKS M) tOGEO OR TO THE DESIRED GRAM, THE ASPMALT CONCRETE PAVEMENT 90 L K CUT 00 REMOVED TO A NEAT CIRCLE. THE DIAMETER OF WHICH SHALL K EWAL TO TIE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO rW, THE BASE MATERIALS AD 09L9ED ROCK 94ALL K REMOVED AND CLA.S B(S/A) COOETE SMALL E PLACED SO THAT THE ENTIRE VOLUE OF THE EXCAVATION IS PokAMD ! M WITHIN!!E MDT TO EX(OEp 1 1/2 1NLSES or FINISHED PAVEMENT SURFACE. ON THE FOLLOWING GY TIE COl7ETE, THE EDGE Q THE ASPINLT ' COMOWTE PAVEIEM, AD THE OUTER EDGE OF M CASTING SMALL K MINTED WITH MDT ASPHALT CEMENT, ASPHALT CODETE SHALL THEN E PLACED AM COPOWTED WITH HVVD TAPERS AHD A PATCHING RULER, ASPHALT CONCRETE WILL E PAID FOR AS • ASRNLT CONCRETE MVENONTM MASS 8 IHM DIW, PAVING ' ASPHALT PER TON". M COMPLETE PATCH SMALL MATCH THE EXISTING PAM SUUACE FOR TEXTURE, RMSIrV, M1 UNIFORMITY E MAMA. THE JOINT BETWEEN THE PATCH AD THE EXISTING PAVDE , 9 MAL THEM BE CAREFULLY PAINTED WITH MDT ASRNLT CEMENT DR ASPALT DMALSION AND SMALL E 10EDIATEIV COVERED WITH DAY PAVING SAD WOIIE THE ASPHALT CEMENT SDLIOIFIES. M INS:OE T191OAT O THE NMHMIE SMALL K TH MOLOLY MORTARED AD PLASfFAED. ADJVSTHENT OF IMLET5: M FINAL ALIGNMENT AD DRAM K CAST IRON FRAMES FOR MEW AV OLD INLETS ' TD K AOJU$TED TO GRAM WILL MEESTA&I M® FROM THE rOMS OR ADJACENT PAVEMENT SURFACES, THE FINAL AwuSTHENT OF THE TM OF THE INLET WILL E PERFORMED IN SIMILAR NWER TO THE ABOVE FOP MAMGLES. ON ASRNLT COAC"M PAVING PR=TS VSOG CUM NO OUTTlR SEC'13N, THAT PORTION Y THE CAST IRON FRAME NOT ERGEGMO IN THE 0070 SECTION SHALL K SOLIDLY 04CM IN COEWE*E 4.50. THE CONCRETE SMALL EXTEND A MIMIMAM Or SIX INCHES KYDD THE EGM OR THE CASTIM: ANC SMALL K LEFT 1 1/2 NOES EELCA THE TOP O THE FRAE SO THAT THE tMIHD GORY O ASPHALT COL" PAVEMENT WILL BUTT THE CAST IRON FAA[. THE EXISTING COM,TETE PAVEMENT AND EDGE O ' THE CASTMG SMALL K PAINTED WITH MDT ASPIWLT CEHOC. ADJUSIMNTS IN THE IAE1 STRmrURE SHVLL SAq~tA1 SpWci YicAtiwa (WAY 09/01,80) PEA 29 745 311) C71�7 .lU t BE CONSTALCTEE1 IN THE Spa HWKR NO OF THE SANE HMTERIAL AS THAT RIMMED'OR 4% IALET} r THE INSIDE OF THE INLETS 9eLL BE MORTARED NO Pt M"M, tJ0 Id S NO WT AURA ntb( Nt+ C!'Y ; NXPEDM M 000Ae f Gtg DW SOLL t WMItD TO OAAOE IN THE SAA N0. in AS FM HWeOLES. VALK BOX CASIM: A"STIENTS OF VALVE BOX CASTINGS 911.L BE MADE IN THE SANE WANER A!, ruw IAMNOLES. r 7-M A KA2,00M tPARTLAL.AMAMOT SECTION) REPLACE PARAGRAPH 1 WITH: ' 141060E3 40 CATCH BASINS BILL BE NEASM PER EACH FOR HE FIRST 10, AS WASMD Flew rINI51E: PIN "VA7I014 TO THE INVERT ? THE LOWS7 OI/R,ET FIR. ALL Wr" WATER THAN 10- MILL BE PA::. AS EXTRA 00" NUN1lO o •, 0A EXTRA DEPTH CATCH BASINS, TYPE •: PER VERTICAL FOOT MV%.ACE PARAGRAPH A; WITH: STRI.CTUE O¢AVATION CLASS B NO STRLCTLIC EXCAVATION CLASS 8, INCLLOING "A WILL BE WASLW 7 , AS SPECIFIED IN SECTION 249. 7-05.5 PAVWF !PARTIAL MUNACHOIT SEC IION) OELCTE ITEMS I THROIOON 10 NO REPLACE a1TH: ' 1. •Standatp Marxp1,, ►er each 2. -Extra DWPth Nar9alei ", per V.F. 3. -Catch Basin Typo_,_-, per each A. "Cstrn Basin TVOa_,_•, althout catch, per each, S. 'Extra Depth Catch Besin , per V.F, r A. -Adjust NWo W, per each 7, 'Adjust Catch begin-, par each B. -Adjust Vela", per each 9. •AdJU3t MWAAXentg•, per each ' DELETE PARAGRAPH A 7-09 PIPE NO FITTINGS FOR NATO MAINS , 1-09,2 MATERIALS (PARTIAL WERL. EWNT ACTION) REPLACE PARAGRAPH 1 WITH: r MATERIALS SHALL NEST THE REOUIREKNTS OF THE FOLLOWING SECTIONS: Pipe ......I.......I.............. 9-30.1 r Ouctlle Iron Pipe ................ 9-TO.14 Fitting .......................... 9-30.2 r Ductile Irm Pipe ................ 9-30,2A Plastic F11P VFW 9-30,6 Tracer TWa ........ ............. 9-M.9 7-10 TMIGH EXCAVATION, BEDDING, AIO SACNOILL FOR MTIR MAIMS r 7-10.3(07)0 EXTRA EXCAVATIQN�PMI[AL RETI,RCF3ENT SECTION) ' REPLACE PARAGRAPH A WITH: WEASJHE)4ENT O •ARM Alw DRAM FOR TRENCH BACKFILL" WILL WE By THE T. Supplemental Specificstlms r 00h 09,01le6) Page 50 ' 7-M4I04) BANK M aAVEL VCR TWO Moolu ( r Q+,ra) t NtA9IEENT OF BARK RJN GRAVEL FOR TRENCH VOWILL BILL BE BY M TON, IN XWONCE WITH SECTION I- 09.1, OR BY M CALOAATION E NAT LINES BASM ON MAXIMUM TFI CH WIDTH PER SECTION 7-09.4 LWNG A COMPSION FACTOR OF 1.5 TONS POI MMIC YARD, HHICI[VOR IS LESS ' 1-mmog) ADMOVAL AO RER TC�l7ER 9F EXTM MVA110h (PARTIAL W4P ACABN2 SECTION) - DELETE ' 7.10.5, 1() REMIN!6 AO RMACLVENT Z 11,WITRBLE MA3RM (PARTIAL %!JACE/ENT SECTIM) IOLACE PARAWt0m 1 WITH: PAYMENT FOR 'REMOVAL AO REPLACEMENT O O&ITABLE MATERIAL" WILL BE CONSIDERED ITCIOFN.TAL TO OT1Et BID ITEMS A D NO FURTHER COMPENSATION WILL BE MADE. 7-10.5104) BANK RIM GRAVEL FOR TRENCH BKJCFILL (PARTIAL REPLkl" SECTION) ' REPLACE PARAGRAPH 1 WITHt PAYMENT WILL E MACE ATM IMIT CONTAACT PRICE PER TOM FOR 'BANK RM GRAVEL FOR TRENCH ' TYCUJILL' AHION DICE 94ALL E FILL LCOMPENSATION FOR EXCAVATING, Fl9MISHING, K%LINC, PLA'1% NO 03VK IHG M MATERIAL IN THE TTECH. ALSO INCLLIDD IN TIME WIT CONTACT PRICE 15 rHk WASTUG Of EXCESS AO WAAILE MATERNAL EXCAVATED FROM THE 'RICH. 7-10.5(05) FOUEATION MATERIAL (ALOITIOMAL SECTION) PAYMENT WILL BE MALE AT M WIT CONTRACT PRICE PER TON FOR 'FOLAOATION MATERIAL' WHICH PRICE SHM1LL ' E FILL CN004SATION FOR EXCAVATING NO DISPOSING OF M tMWITAB E MATERIAL AND REPLACING WITH THE AiMJP-'ATE FOpOATION MATERIAL PER SECTION 9-70.76(1) .I PIPE INS .1.lATIOM FDA MM MAIMS 1-11,7(OA) LAYING UTIU IMON ►IRE WI'H POLYETHYLENE E7CASDOT (,EPPLEENTAL SECTIONR M POLYETHYLENE E/CA-3E4W SHALL ALSO BE INSTALLED ON ALL ARPIATEWCES, 9XH AS PIPE LATL�-S, CWtINGS, FITTINGS, W VALVES, IN ACCOALAMCE WITH SECTION 1-5 O ANSI 21.5 OR AWMA ,'.105. 7-11.T(09)A CONEC�TIUM TO EXISTING MAINS (REPLACEMENT $ECTIOH, ' &EWTOP INSTALLEO CDNECTIOS: CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT E MADE WITHOUT FIRST MAKING nE NECESSARY ARAAU ENTS WITH THE ENGINEER IN ADVANCE. WOK SMALL NOT ME STARTED LINTIL ALL M MATERIALS, ' MIPMENT, NO LAMP NECESSARY TO PROPERLY COMPLETE THE WOK AWE USD49LED ON M SITE. rXISIING WATER MAIMS SMALL RE RUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE IK PORTIONS E PIPE TO PROVIDE FORM INSTALLATION OF THE REQUIRED I1TTINGS AT Ilk POINTS E CONECTION, ALL DAMAGE CASED BY M CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REAIN IN. MVICE SHALL BE REPAIREC BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. TIME CONTRACTOR 94ALL (ETERMINE T.E EXALT LENGTH TP EXISTING WATER MAIN THAT MOST E REMOVED. M PIPE DOS O SHALL E EVEL.ED TO PREVENT DAMAGE TO TK, TRANSITION CODLING GA9MET WRING INSTALLATION OF THE CC%PLDG. THE EXTERIOR O THE EXISTING PIPE ENO 94ALL E CLEWED TO A SIAD. SWTM FINISH BETORF INSTALLATION OF TIE CODLING. ' TRANSITION CODLINGS SMALL E INSTALLED BY THE CONTRACTOR AO SMALL E PREWI)ED WIN A PLASTIC FILM WRAP. M PLASTIC FILM WRAP 9ALL E WRAPPED LOOSELY AADLW THE PST. 'ITIINGS, ANC 'XPLINGS, APO KCOED WAIN I-HEN WIDE POLVITIMENE .RONESIVE TAPE. PIPELINES 1N WHICH IHME 1 SWOIHAN+tA1 9PfClFlntlms (Rw 09/01/") " 31 7-IUHO9)A t�NTYN Au* ' COPLOMGS AR INSTALLED SALT BE MMM D A MINIMUM O T FEET ON EACM SIDE OF THE COAING. AL JDIMTS OR SEAMS IN M PLASTIC FILM OW SMALL 9E M USING THE 2•]IDI FIDE PE/CGUO' E , AOESIYE TAPE. M PLI(STIC FILM MAP NEED ND? E WATERTIGHT, WT ND PART OF TIE PITAt OR Wp ptlND SNA.L WE EXrM TO THE EIOOILL. CARE SWAT E EXEAGISM"ING BAO?ILLINC TD I M PLASrIC FILM MAP ITTSS IM FMN EIND C PL 'jU ORM OMISE 01WYGE0. kWIC FILM NAP AO , INSTALUTION SMALL COBIDM To AWIIA C105 EL2T1 AS NDOIFIED HEMEIN. DEN WW IS DACE STARTED ON A CONNECTION, IT SWILL p1OEED CONTINUOUSLY WIT" IWror to N, ,AND AS RAPIDLY ASPOSSIR LET E UNTIL COWED. NO sww7 Gr NAINS WILL SEMmarm 0 WNIOD OR DYER TEE OM OR ON HOIDAY5, IF M COAECTIQN To M EXISTING SYSTEM iNND,VES rUMING OT M "Tn. TIE CONTRACTOR SWILL 'K INVONSIBLE FOR NOTIFYING TIE RESIDENTS AFFECTED BY THE SNATOFF. M E/GIIEERR WIL ADVISE WNION Mowry OWNERS AE To ORE OGTIFJED. M CONTRACTOR NAY BE REQUIRD M PETSOWN M CONNECTION"INC TONES DTNNOi THAN Ngrypl NNOAttIG MQAS. TIE CONTRA[rpl SALE NOT OADAtt ANY VALVES OR M EX:STING SYSTrm, WAYEA MY PTOL50AWEL WILL OPEPAIE ALL VALVES IN M EXISTING SYSToo FOR 7HL CONTRNYVOR WHEN REQUIRED. ' NO WMk SMALL K PEM'DAMED ON M COWTIONS W-M A NO'NESEMTArIVE OF M WATER DEPARTrftt IS MESEM' TO INSPECT THE RDPM, M TALES OF C74ECTIOS AR VARIED AD SLGCE5YID PIPING ARWANZerS MAK SEEN SIGN IN TIE ,PLANS. FOR TIE "STKLATION LT THEM CONECTIOLS, THE SLjWAED PORTION OF M RODWAY SMALL NOT BE PEIETUTED UNLESS M CMECTIND POINT IS DIRECTLY DOER IT. FOR COIECTIDN BY ANY ' OMR METHOD, M COTRACTOR SMALL FLIINISN A DETAILED SIQTCM FDA AMWV.TL NOT LESS TIWN ip OMS PRIOR TOM EXPECTED COMAUCTION. CITY INSTALLED GpA(1`TTf1R. ' C9WECTION9 TO CXISTDG PIPING AM TIE-INS ARE INDICATED JN M DRAWIACS. rE CONTRACTOR MUST VERJFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS It) AS.SUE PA" FIT, CONNECTIONS TO M EXISTING %AMR NMI% SMALL NOT E NACE WITHOJT FIRST NAMING M NECESSARY ' ARRNEB,IONTS WITH THE ENGINEER IN ADVANCE. "M SNALL NOT E STARTED UNTIL KL M MATERIALS, M11AOR APO LABOR NECESSARY To I,RGM y CC VLl TE THE WONT ARE ASSENbLCD ON M SITE. , M CONTRACTOR %MALL PROVIDE ALL MATERIALS NECEiSAAY to INSTALL ALL CMf:CTTONS AS INDICATED ON M CONSTRUCTION URANINTS. M CONTRACTOR SMALL "EWOW M EXCAVATION, EP.O:ND, AO avkrl LL, AND PROVIDE COMTE BLOXING FORM COKLTIOLS t0 EXISTING MAINS. M CITY WILL CDT THE , EXISTING MAIN AND ASSEMBLE ALL MATERIALS. DEN M CITY WNES M CONNECTIONS To M EXISTING SYSTEM ALL LABOR, MATERIALS, AND EDVIPPENT 'REQUIRED OF TIE CONTRACTOR SMALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS 9EA.tD E INCLUDED IN OTHEP ITEMS or WCWt. 7.11.5(11) HYNWROSTATTc PvtsSRE TEST (RERACE✓ i tION ALL WATER NAIN6 AND APgATEAAN,'ES BALL BE TESTFD UNDER A HYPOSTATIC PRSSAE Ea* to ISO PSI tN EXCESL OF TWIT UOEA NICM TEN WILL OPERATE. IN NO CASE SMELL M TEST PRESSAE E LOSS RAN no PSI. ALL PUPS, GAUGES, RUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AO PIPING, AO OTME EQUIPMENT NECESSARY FOR MWWAIND M TEST SMALL E FUNtSNEC AND OPERATED BY TIE CONTRACTOR, M PIPELINE YAE.NDM SMALL E INWILLM SLGFICIEINILV TD PRVENI NGVEEMT IF M PIPE ,DOER PRESSURE. ALL TBDST BLOW SALL E IN PLACE AND St/FICIENTLY GIRD To REAON DESIGN 57RQGTN B[FOPA: TESTING. WIER PEIMAENT LGCNMG AS NOT RWIAED, M CODRACr(P SMALL FURNISH ANO tNSTKL R?vORARY BLOOCINC AND RAUK IT APTEP TEST MO. SNOOlAmAntA1 Sott1Y1catims ' (Ray 09/01/66) Pop )2 7-11.3G.) CONTINUED THE HAINS 94ALL E FILLED WITH WATER AND 041090 TO STAND IDEA PRESSURE FDA A MININIM E IA HOURS TO ALLOW THE ESCAPE OF AIR A9D/OR ALLOW THE LINING OF THE ►IRE M ABSORB WATER. THE 0104M WILL FUM9N THE WATER NECESSARY TO FILL Tog PIPE IS FOR TESTING KNOWS AT A TINE OF DAY RON ' SUFFICIENT QUNNTITIES OF 1070 ON AVAILABLE FOR MANAL SYSTEM OPERATION. A NYORNIT ACTION NO A WAOT.AW PREVENTION DEVICE WILL E LISM WHEN OHMING WATER FRO. THE CITY SYSTEM. THESE NAY E OBTAINED FROM THE CITY BY CORETING TIE REQUIRED FOURS AHO WRING REQUIRED S MIM1 DEPOSITS. ' THERE WILL E NO ORANGE FOR THE WATER LSD. GIAM USED IN THE TEST MAY E NEQUIND 'D E CERTIFIED FOR ACCURACY AT A LAIWTORY By THE OWNER. ' A VILLE LEAKAGE DETECTED 90LL E COWECTFD By THE CONTRACTOR TO THE SATISFACTION OF THE OWNER NGAPDLESS OF THE ALLOWABLE LEMNE SPECIFIED ABOVE. 90A.0 THE TEST SECTION FAIL TO HEF THE PNSSIIE TEST SUCCESSFULLY Y AS SPECIFIED, THE CONTRACTUR SHALL, AT HIS OWN EXPENSE. LOCATE NO REPAIR TNE DEFECTS NO THEM RETEST THE PIPELINE, ALL TESTS 9RLL E RACE WITH THE HYDRANT AIRILIAAV GATE VALVES OPEN ANC PRESSURE AGAINST THE RNORANT VALVE. AFTER M TEST WAS KEN COPLETED, EACH GTE VALVE STALL E TESTED BY GOSIM EACH ' IN ;UN NO RELIEVING M P9952M BEYOND. THIS TEST OF THE GTE VALVE WILL E ACCEPTABLE IF THERE IS NO DWEDIATE LOSS OF PRESSURE ON THE GAGE AEON THE PR`SSIRE COBS AGAINST THE VALVE BEING OEIHED. THE CWWT0P 94ALL VERIFY THAT THE PRESSLAL DIFFERENTIAL ACR7SS THE VALVE ODES OCT ' EAtIID THE HATED WOKING PRE59X OF THE VALVE. SECTIONS TO E TESTED SHALL "WARILY E LIMITED TO 1,500 FEET. THE OWNER MAY REO.TRE THAT THE FIRST SECTION IF PIPE, NOT LESS 'NN 1,100 FEET 11, LENGTH, 116I4LLED WA EACH IF THE 1WRACTOR'S CAEMS, li TESTED IN ORDER TO QUALIFY THE CREW AND/ON THE ARTERIAL. PIPE LAYING SHALL NO' OE CONTINUED NON: THAN AN ADDITIONAL 1,DO0 FEET UTTIL THE FIRST SECTION 9ALL NAVE BEEN TESTEz arrscmA Y. ' PRIOR TO CALLING OUT THE OWER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SALL HAVE ALL EQUIPiEMT SET UP COPLETELY READY FDA OPERATION AND 94ALL HAVE SCCFSSFLLLy PEPFONED THE TEST TO ' ASSURE THAT THE PIPE IS IN A SATISFACTORY C'*C:710k. BEFORE APPLYING THE SPECIFIED TEST PRESSURE. AIR SHALL E EXPELLED COPLETELV FIEM M ►IRE, VALVES NO HVFRMTS, IT PEOWENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTTIMTOR 91ALL INSTALL CORPORATION NOES AT SUCH POINTS 50 THAT THE AIR CAN E EXPELLED AS THE LINE IS FILLED WIN WATER. AFTER ALL THE AIR HAS KEN EXPELLED, THE CO PORATION COCKS !HALL E CLOSED NO THE TEST PRESUME APPLIED. AT THE CONCLUSION O' THE PNSSUIE TEST, THE COFWTICN COCKS SHALL E REMVEC ' NO PLUGGED. THE TEST SMALL E ACCOiLI9ED BY RAPING THE MAIN UN TO THE REQUIRED PRESSIAE; STOP THE PUP FOR A MINIMA OF 15 MINUTES UP TO A NAIIWUN OF 60 MINUTES AS DIRECTED BY TIC OWNER, NO TON RAP THE RAIN LP TO THE TEST PNESS/C AGAIN. "ING THE TEST, THE SECTION KING TESTED BALL E OBSERVED TO DETECT Nn VISILE LEAA.AGE. A CLEAN :GRAINER SHAL; E USED FOR HOLDING WATER FOR PIAPIN: XF PRESSURE ON THE HAIN KIM TESTED. MI5 MNCEU' WATER SHALL E STERILIZED By THE ADOI'ION ;F CHLORINE TO A CONCENTRATION 7 50 MVL. TIC QUWYIIY OF WATER NQ11RED TO RESTORE THE INITIAL ,NOROSTATIC PRESSM SHALL E AMLRATELY ' OETEMINED BY EITHER. 1) PUPIG FRON AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUE NEALAROENTS CAN E MACE BY THE OVER OR, Z) By PJPUG THROUGH A POSITIVE 019VLIXNI WATER NETER WITH A SWEEP UNIT WVO REGISTERING ONE GALLON FER EVOLUTION. THE WM SHALL E APPROVED BY THE 1 CARD' SAOIRR.nEW1 SXWc1FICOtIORA (ARV 09/01/66) PAQA 55 1 7-13 3(11) CONTINUED ACCEPTNULM OF M TEST WILL E DETERMINED hh TWO FACTORS, AS FOLLOWS: ' 1. M abITITY OF WATER LOST FROM M MAIN Sf" NOT pOSB1 THE MARR OF GALLONS PER IQA 4 USEFD IN TIC FOLLOWING TAILS, 2. M LOSS IN P ESSUAE 9Ry,L NOT EXM I RSI PEA MINARE OAOING M TEST MUM. ' ALLOWAdE 4MU1¢ PER 1000 rt OF PIMINE O5, 4314na1 Pipe DtLMta . PSI d• 6• 10• 12• 16• 20• 24• ' 4% 0.95 1.27 1.59 1.91 2.55 5.16 5.62 Am 0.90 1.20 1.M 1.00 :.40 S.DO 5.6C 550 0.64 1.12 1.40 1.69 2.25 2.01 3J7 275 0.75 1.00 1.24 a.49 1." 1.49 2.99 ' 250 0.71 0." 1.19 1.42 1.90 2 F7 2.65 225 0.60 0." 1.0 1,75 1.60 2.25 2.70 200 0,64 0.65 1 Od 1 26 1.70 2.12 2 S5 ' *IF M PIMINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIMETEAS, M ALLOIEAILf LEARU/Y WILL E M 9M 3 M (1?PLTTED LEpKMZ FOR EADI SIZE, OU FOU TMDSE DIANETE7$ 0U PRES99EES IEN LIMO 6V M i0P1ALA STATE IN SECTION 74,2.:1 O M STMpNp rM:FICATIOS. t OECNIUINATIOV (51PRD MTAL SECTION) ' EMOR:NATION OF ALL WATER USLD FOR DISINFECTION 9IRLL E ACL94,L194M IN ACCDROME:E WIT, ni CITYS S"N41A D JETAI_ IPCLLM IN THIS OOCUH :T, WATER CONTAINING CILFIIE RESIDUALS 91AL', NOT U , 019"M INTO M STOIM DRAINAGE SYSTEM OR A7FV WATERWAY, 2IMrE TNRUS- QLqCK1,mG (AEA1.1gRR SECTION) PROVIUF CONCRETE ILOCKIMC AT ALL MYORANTS, FITTINGS MO HORIZONTAL OR VERTICAL AMLE POINTS. , COFOM TD THE C1TV OF AWTOV STANEARD DETAILS FOR GF2EAAL ILOCXINC 40 VERTICAL ILOCNS NE.SE:N, ALL FITI:RCS TO E GLO ED 96ALL E WVJWM WITH "IL PgYETNYLENE PLASTIC. CMCKTE 6LOC :N,: ' SHALL E PROSILY FOMm RIM PLYWOOD OR OTHER AaVTAELE FOAMING MATERIALS AM 9LALL NOT E POURED AADUO JOIN1TS. M FORS SHALL E STRIPPEED PRIOR TO RIAC✓ILLING. SHAOU ADDS, MERE REWIRE, 9RALL E INSTALLED WITH M USE OF 9NOUE LUGS. AL- SMACALE RODS 90,LL 5E .'&VANI:EC , AND CRATE WIT" Too a ATS OF ArhALT VMNISM. 7-12 VALVES FOU WATER RAINS ' 7-11 2 WA-WIALS (SUYRLEIE)TAL %C•ION' VALVES &IOW E DESIOED rOR A MINIMUM RATER OLRATING PRESSURE OF 200 P5I. GATE VALVES 9LiL, FA ' IQNA LSS' :A, MEL,P COPANY NO. A-2J60, PACIFIC STATES, U.S. IITRWLItAN, KNEDV, OR N A MPROVAL S VALVES OTHER THAN MODELS SPECIFIED 9MLL E ORTAINED PRIOR TO 6ID OENING. , ALL GTE VALVES LESS THAN 12. 1N DIAMETER 94ALL IMMLLE AN 6• a 24• rAST 100 GTE VALVE pr AN' EATESIOS, AS REWIRED. All 12• DIAMETER Alp LARGER GTE VALVES SMALL E INSTALLED IN A VALLT. ' SEE WATER STANDMID OETAIL POU 12• GTE VALVE ASSD&y VALLT MC 1• EYAMSS INSTALLATION. SL9MI~tal SOAci7icatims , (Mv ""Oil") Pape 34 1 7-14 HYDRANTS 1 7-1..3ro11 $MING RYDR/WT5 (AMITIONAL SECTION) NYMWS SHALL IE INSTALLED IN ACCORDANCE WIN ARAM SPECIFICATIONS C600-77, SECTIONS 3.7 Me 3.8.1 1 AN) THE MTEA STANDARD OCTAILS. WY AN? NO OWq POSTS 94ALL R PAINTM IN ACCOIpRQ WITH THE WATER STADMO DETAIL. UPON MMV134 V M PIO1iCT, ALL FIR HYDRANTS SIMLL E MIMED TO THE CITY OF RWOM SPEC1FICATI06 NO DUARO POSTS MIMED YELLOW. FINE HYDRANTS DOLL ME OF SUSM LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONEMONS TO 6% B" wo 11' PIPING IN "BN E3 7 - 1 112 FUT DEEP LUAU OTHERWISE 9lCTFIM. THE MYIWAIR DOLL EE DESIGNED MR A 4-11/2 FORT BAAIAL MR 12' NO LARGER PIPE 1S I, *N M.MS OYMMISE IDTED (IN THE PLAN. 1 7-1A,3(021 HYDRANT 2L►6ECTIONS AAOITIONAL SECTION) FIR HYDRANT AS5061LY SHALL INCLUDE C.I. TEE (WJ I FLI, 6" GTE VALVE (FL X W), 6' C.I. 7100. (PE X PE) S• M.V,0. FIR ,TYDRRWT (N,7 106ECTIONI, B" X N" CAST IRON VALVE BOX, AID 3/4 INCH SIMCKLE ROD WITH ACCESSORIES AND TWO CONCRETE DUAPD POSTS. MIRY 91ADU RODS AS XT6LIFIM IN SECTION 74.2.0. RE5E7TING EXISTING HYDRANTS (PARTIAL REPUCQW MCT1ONJ ADILACE PARAORApY 2 WITH: 1 THE METHOD OF HARNESSING THE HIORIWT SHALL E DITER41 ED BY M =17106 FOUND IN THE FIELD MO SHAYA E R9O0a.ED AND RaOCT® AS DIRECTED BY TE MINIMA. 1 7-1A.7(Cl) HYDRANT ASSD&Y (SAAM^IOENTAL SECTION) THE UNIT C041WI MICE PER EACH FOR -HYDRANT ASWeLY COPL[7E" DOLL E NE SPIE AS "HYCRANT ASSEMBLY- EXCEPT THAT THE &•INCH DUCTILE IRON PIPE CMECTING THE HYDRANT TO THE WAIN SHALL E 1 INlUED IN THE UNIT CONTRACT PRICE FOR 'HYDRANT ASSDEiY COMPLETE". 1 7-13 5MVICE COMC1106 Z�U:3 C06TWCTION WAIL$ (RERKV9NT SUT1ON) 1 RERACE Ist SlDMNCF PARAGRAPH 3 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES 94ALL E COPPER, GALVMI= OR DUCTILE IRON PIPE. 1 SERVICE LINE CONNECTION TO THE NEW WAIN WILL CONFORM TOM STANDARD PLANS OF M' CITY OF RENTON BDUAD MERIN AS MpEiCABLE, THE ENGINEER WILL INDICATE TIE LOCATION FOP THE TABS ON THE NEN "IN 1 FOR EACH SERVICE TO E COKCTED, TE CONTRACTOR WILL DIRECT TAP MAIN FC- 3/4" SERVICE. THE CONTRACTOR WILL USE Mppp TUBING, TYPE X, SOFT FO: 3/4" SERVICES. 1 TYPE l: CONECTIONS TO EXISTING LOWER SERVICES WILL E MADE WIN FLARE TYPc, THREE PART LH:JN CDUft IRIS. 1 TYPE 11: WHERE EXISTING GALVANIRD SERVICES EXIST, THEY DYALL E FMACED WIN A NA COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS 904.1. E LOCATED IN "LM'ER 1 STRIP BETWEEN SIDEWALK AND ClElI. TYPE Ill: WHERE FURM STUB SERVICES DOLL E INSTALLED NEV SMALL E INSTALLED AS AW"', TO THE PNOERTV LIFE WIN A ArD BOX (LESS NA NET"). A SOLID COPE FWAVECI 1 PAC" THE LOON OF A MITUt DOLL E INSTALLED IN PLACE OF THE METER. SwplowtWl SpAel T1c6tt" 1 (Mv D/!Ol/161 PNYP 35 7-17 SANITARY SE1ER5 , 7-17,2 MATERIAL (PARTIAL AQLALEKMII TIONI , IN PARAGRAPH 1 DELETE: A b S CM%ITE, ASIEST;b SOWED CDMkjDATED STEEL IN PARAGRAPH A DELETE; A b S C30-051TE SCYEII PIPE 9-05,lA T-17 )(11b PIPE bEDOING M DENTAL WT1ON) PIPE KDODC MATERIAL fm WC PIPE. 9M11, E PLACED TO A OPTS OF 6• SLOW THE NOTTOM OF THE PIPE '00 EXTEDINC UP 64 AMA TI CROWN ON ALL PIN45. (E LAW-PLACED BEDDING AIIOAD THE PIPE AM TO A POINT 6` ABOVE THE CROW SHALL E FOOT-TAMPED LNTIL 1T IS UNID.OING, THE AMIN" SAWl" SWILL E KCANICALLY TAMPED WITH MAID-DptA1EC MLCVMICA. OR PWETINATIC TOPERS TO 934 DETLSITY, PIPE lEDOINC 94L E COSTOERED INCIDENTAL TO THE PIPE AND NO EURTMER COPE)dAIION STALL K MADE, 7.17.)(2)G IMP LINE 091E 7j" (SL tIORAL SMTION) , ULESS OTEMISE APPROVED by TI! [KINELR, ALL CONNECTIONS OF LATERAL SEMERS M EXISTING WAINS lMLL E MADE INROIW ► CAST I" SACME ROM TOM SEW WAIN E1TM ST'UN.ESS IRA ENDS. ' MEN THE EXISTING WAIN 15 CDVFMXTED OP VITALFIW WV, PLAN ON WIWOKID aWvf, MT to OICTILE INCH PIPE, THE EXISTING MAIN PALL K CORE DRILLED. CONNECTIONS TO EXISTING CDC" M4%4LES BALL K COF-OIILLED, NO SMALL WIVE N1 •0'EQ C-A7R IN A LA RI WC AL.9KR ' M MANHOLE C0.PLINO DL TO TE ]OWNS-WMWVILLE ASKS1pLrE K`^ :ALMA, GASKET bEETIIG & OR UK A COMICAL TYPE PLEXIILE SEAL EQUAL TO WOE.4.SEAL. 1-17,3(2) 1 PNOTECTIO+ OF DISTIW, SWUM VOC S AMP _k CT-EN) , MEN EXT001WC AN EXISTINC, %W, M DOW9STKAM SYSTEM STALL K PROTECTED PROM COSTRUCTION OWLS by RRM'IK A SCREEN OR TRIM 1N TNF FIRST EXISTING mANOLE OORSTPEAM OF THE COHICT10N. 11 91PLL ' EE THE CONTRACTOR'S KF06IR1LITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL TR /EY SYSItM 15 ALACED IN SDWICE MD TWEN TO REMOVE IT. ANY CONSTRUCTION DUMIS WHICH ENTER THE EXISTING DOMSTREAM SYSTON, 91KL K REMOVED by THE CONTRACTOR AT HIS DP"a. APD TO IPK SATISFACTION 7 THE ' ENGINEER. Md TIE FIRST MANHOLE IS SET, IT'S OUTLR PALL K PLUMED UNTIL ACCEPTANCE by THE L/GI'EER. 7_170(A)1 TELEVISION IN9'E�TIDV (9PA2CNTAL SEC% wU OHM M TELEVISION INMTION WAS KEN CO/LVM THE CONTRACTOR SMALL SAW? TOM ENGINES THE ' MITTEN Atoms OF M INSA CTION PUA TE VIDEO TAPES, SAID VIDEO TAPES ARE TO K IN COLCH AW,COPATZBLE MITN THE C17" Y"'NG AND AECOROING SYSIE45-TE CITY SYSTEM ACCEPTS 117- AIDE mlo, OENSI" VM5 TAPES, THE TAPES WILL K RUN AT $iMOAMO SPEED SP (1 5/1u I.P.S.), 7.17.4 L iCTL ' REPLACE PARAGRAPH A AIM: EXCAVAII(N O THE AAA TAtMCH WILL K NEAWC' THE SAME AS STRU:TUK MAYATIOH CLASS v 45 ' raiFIED IN SECTION 1.09, MOO; MJASUIEPp11 O MIN! RLN RAVEL rqR 11E9CN pACWtFtu WILL K br THE T01, IN ALLTOOMCf r1tN SECTION l-W,l, OR br 111E MOXATION O MCAT LINES BASED 04 MAXI" TENCH WIDTH PEP SECTIO+ :- 09.A USING A CONVERSION FACTOR 7 1.5 TONS Pp MMIC WAG, MNICEVEA 13 LESS. SipplAWAntAI SDPCif1c6t16M1W (Mn 091011") PRb9 it ' 7.17,5 PWnOR (P*ILSL REPLAM07 SECTION) REPLACE ITEM 1 Maw P PWtOMPN I WITHI i. ' hnitary SPNWr 0100', PDX LIIMAr foot 2. • •x ' TWWP' PVT ElCh I. •T.V. IgWOPttiMY• Par Ltm Ss •, '9MM An Gr%"I tat TIVIM 9ACHt111•, hr Ton RE?LACF M PARAGRAPH 2 HI : THE 'PUT CONTRACT PRICE PER LIHEM FOOT FOR OF PIPE K THE KIND ND SIZE SRCIFICD !HALL N rILL COMPENSATIONFOR STKCTUE EXCAYATION, CEWATERING, M0(FILLIM:, FUWSH1NG, WALIN: AND AS9XLING IN PLACE THE C(RPLEM INSTALLATION I/ISIDIK ALL SPECIAL FITTINGS, JO147 MATERIALS. TESTING FEN SECTION 7.1).)(A) NG AWbT1ENT OFIWMTS TO MNAH�ES FL THE COAFTi01/ 6 THE INSTALLATION TO THE REQUIRED DUES NO GRACES. ' OELETE PMAERNNG J MIO 4 7-16 TPOCH PAVF)OR PATCH oc (HEW 9[CiiWl 7-18,1 OESCRIPT ION THIS Spa( SHALL CON5151 O THE 0470414G OF VAPIOUS TYPES O PAVEMENT CUTS, THE PDH'OR O CE O MHI> SMALL N IN ACCORDANCE WITH THE REQUIRD0415 OUTLINED 1EAEINKTER AND AS SPERM O4 THE STNNDA , DRAWINGS. 7-1E.2 HATERIALS MATERIALS SHALL MEET M REQUIRDONTS OF THE MLOEING SECTIONS: BITUMINOUS 5111/ACE TREATMENT ...... 5-02 ASPHALT CONCRETE PAVDONT ...... 5-04 CEMENT COCMTE ►AVEHEAT ....— 5-05 CUBS ND 07TEM .. B-04 CEMENT CMMTE SIDEWALKS ...... B-le ' 7-14J CO44TRXT1Or DETAILS 7-14.101 amm ' PAYD"T PATCHING 94OLL K 5OEOLEG TO ACCOMMODATE THE KNWOS OF TRAFFIC 000 94ALL SE 9E4i (XW'. AS RAPIDLY AS POSSIBLE TO PROVIDE MIXIMM SAFETY ND CONVENIENCE TO RRIC TRAVEL. TK PLACING ND COPACTSON OF THE TRDCH SALTQILL, THE PREPARATION ANG COPACTION OF THE Suwo E, AD THE PLACING AND COMPACTION O THE CI4ISU SLWAC1NG SHALL K IN ACCOACACE WIN THE MEQ)INEENTS O THE YNIIOR Nxg1CA9.E SECT104 OF THESE SPECIFICA110G. WOE THE PATCH 15 LVISTNICTID ILL PAVDONT CUTS SMALL K INED 30 THAT THE NOMINAL LIN15 OF THE P4104 WILL FOM4 A RECTANGLE WITH STRAIGHT MM ND VERTICAL FACES, THE USE OF A CONCRETE SIN 94ALL K REQUIRED ULESS EACE?TED IN THE SPECIAL PROVISIONS OR SY M ENGINEER, CONCRETE USED IN PATCHES SMALL K CLASS 'B' (7!4) - ) OAY MIX. WING COOR►O AS 9tClfltD IN SECTION B-0!.!(1)1 SHALL K PLACLn ON THE CONCRETE IMMEDIATELY AFT(P FINISHING. PW.P 51O6, YMICAMS, LIGHTS NO ONIM WARNING MVI=, AS WAY K A}PWM W THE ENGINEEA, SHALL K MAINTAIND ALL 24 HMS O THE DAY UNTIL THE PATCH IS CQALETCO RID f"Y FOR TRAPFIC. 3umlowtal SwificWtlon4 (RAY 051017N) PHEW )T 7-1e.)(3) Opw COEwt PAM"$ i AFTER M ASPAOE FOR THE PAyppNT HAS ERE`, COHPACRO AM COISTgERD TO LIE AND WADE, THE COONI CTNCIER PAVEMENT PATCH PALL E Ft NCW. COIAGM AM STNLCH WT TD THE OVA GF M i AILACENT PAVDW IN AC0704CE WITH M PENTIMET SECTIONS OF SECTION 5-05. r,4CLg4 MO p w .TINTS SHLL E PACEO MO EGEO OETE OIRECTED. 'it SbAM 94kL E FIN'%= OO ORQED WITH A FIEN d41WN. A"*M CUHING OOM•oUO 94ALL E RA.YD d THE r1N;SED CM+ER IM IATELV ALTER i FINISHING. T-1W.)U) P 0 TYPE PAVEIEuT M'<VtAfsn ...N A< N fff/trrr i STREETS WHICH HM,E PIGID TYPE MVDCWS RESUFACM WITH PSPNLT COOETE PALL E PA AS SMHM ON THE $TAIONp OPMING, OR AS OTHERWISE SPECIFIED, THE 3LWka Or M LWNT CXMTE PWTTIUN OF THE PATCH SILL ME WIT LOW DruG H TO ACCOe rj M R41ALT POTION OF M PATCH. WPa i FINISH1NG WILL Nor E NEWJTED. .JOINTS WILL E PLACED IF OIRECM m rw ENGINEER. CLAM SILL E ACCOMPLISHED WITH A SS-1 EAAASION CErt KNX WITH WATER AS DIRECTED eV 't ENGIIEER. A94WT CONCRETE CA e1TLbUMM "I NIX PILL MDT E PLACED UNTIL M DAV AFTER M CEIENT i CM40WTE WAS EEN PLACED, UNLESS OTNOMISI pM,TTM m M ENGINM. M EDES O' 1yE EXISTING ASPHALT PAVENENTS MO CASTINGS SHALL E MINTED WITH NOT ASPHALT IMEDIATELV WM "ING M ASPHALT PATCHING MATERIAL. THE ASPHALT COOKIE PAVOENT STILL THEN E RACED, LCtEim, AAO i COMPACTED TO CONFORM t0 AO)AT ►AVID SRACE. IH EDIATELr TOEA l", ALL d01M5 ANO M NEW NO ORIGINAL ASPHALT ►AVEHEHT STILL E MINTED WITH NOT Ag%%LT OR AlWALT DAASICN AND E COVUlD WITH OFT' PAVING SAND OEFOP. THE ASPNALt SOLIOIFIES, i 7-le )'A1 ASPILT CO�%TE S7 REE75 ON GNarL_AR TASE AFTER M Sl9G1AOE HAS O.EN F.EPARED AS SOWN ON M STANOµC O AWING, CA AS DIRECTED ey rHt i ENGINEER, ASPHALT ONO" PAVOW CLASS a OR CLASS F SWLL E PACED TO A THICMESS OF THE EXISTING ASPHALT PAVEMENT W"%, OH TD A NININUN of TWO (71 INCHES, WNICI[IER OATH IS M GARTER, ADO CMAWTED IN 'NE PM" SPECIFIED IN SECTION T-M3I3). , T•le.TO) OIL VAT STREETS THE EXISTING OIL MAT SMALL E TNIrMty TtIPED TO A STRAIGHT LINE. ALTER M P.EIMMDC HAS BEEN i PPEPAAEC AS SOWN ON M STATNONO OWING, OI AS DIRECTED eV THE ERGINEEP, A N1111MN O TWO (.) INCHES OF ASPHALT COGWYE PAVEN HT CLASS a PILL E PLACED AO COPLETED IN THESAIC WMLR AS SPECIFIED IN SECTION 7-le.)(A1 1NCItlENtAL WO1c ALl INCIMNTAL MW AS HEp1EKD TO COPIER THEPATCHING OF STREET SLRACES AS SPECIFIED, INCLLVl% i JD3 FS WQE A/WIRED, PALL BE COlS10ENED AS INCIDENTAL TO TIE PATCHING MOM COSTS THEREOF PILL E INCLLOFD IN M IT06 rUp MICH PAyWENT IS PAPNIMD, i T- 0.A HE %ftmENT PANENT TOP -AVtNFNT PATCHING WILL ONLY E VNIE FOR VATERIN.S USED WITHIN M NEAT LINES , (ONE' i FOOT ON EITHER SIDE OF M MXINM TRENpN VIDTH AS SPECIFIED 1N SECTION 2-09.4. REARM EMCNT AFC PAYWNT FOR MSHED ROCK SMALL E AS COVERED 1N OTHER SECTIONS OF THIS OMLK,,, i 1 SNppl~tel swifiCAtime i (M. O1101186) Owe M i T-1e ! MM.Io�T MTMFC WILL r WAX FM EA.N OF "a fOLLOWM MIO IMB AS Aft GWFT� IN M �, MQ PA"4MT WILL t IMR O M; II I• 'YTIMDNOJS SUMMLL TIMAMNT, FM MVO(NT MTOIINL ' r0N m, VD. 'WONT CMD" CLASS , fafN MVpNpT MTOIING • 1tp a. VD. !. 'AVK%TDOff CO1M:I 4RS5_, FM MVDCW PAT04ING ' p" !G. VD.a• 'M9wLT C9C11OTt CLASS. 101 pAVOWT MTCK,WC f0N TDN. S. •A•7WMlT CONCItT= CLASS . f01 MVDW HTMY NG RN Sp. VD. IWCI604 NOK 0 ME WA 1! INmmc IN M Pmkm 1, PAWIoT MrCMJWG 9'k, t CONSIOtla mw MMDVIDf . TO TM WM6IECT MC M L. THMOF SW ' K INOLLM IN M ITM f(♦1 NMICN• WMMNT I! 1 t $4*14w.tal SwITlcatims tlM. 09/01/861 papa M DIVISION B , MaScELIACOZ cna+TarT1oN 6-0 CLMS. MirTp1, VILIMVS NO DAETS e-a.scl) mo(T �.M M. ,..c AND STI:LMr$ (PARTIAL fEPLI10011 Zcrta) ' REPLACE RyIRGRMM 1 WITH: aWNT COIGRTt an, MM NO OJf V, OMEN NO VILLWAV 94ALL E COSTNArTED RIM AIR , E.TOAlMO COMTE MSS W SPECIFIED ON THE STANDARD PLANS NO MWMING M THE EWIEAENTS D' ECTION G-M, IWOERT TNMT MSS A NIA SHALL E LISED IN ALL ODW-MM CUTS FDA DRIVE Mr Krim. IN ►ARAGRAPM a, LAP STDNIDDE ULMI 'MASS Ir ¢Da,A NEAAPEENT (})PRLUWAL N>CjgN1 ' THE EXTRA DEPTH or CUa AID D)rTD1, NO THE 3-0AV NIA REQUIRED LOESS O 140Y SECTIONS, AS SNARPN ON THE STN"M PANS, SaWL E CONSIDERED INCIDENTAL NO NO ADDITIIX% PAVKNT DULL E MACC. ' 801 RECAST TIWTIC CUa NO IOOf rRAFFIC CUM E-07 1 DESCRIPTION (EPNMW SECTIONI t " CONTRACrd1 SWILL FUNISH NO INSTALL PRECAST TRAFFIC CLI! AM ILDC, TRAFFIC CUM d NE DESIGN ' NO TYPE SPECIFIED IN nE PINS. THE Uft WILL E INSTALLED IN ACODONGE RIM THESE SPECIFICATIONS NO RD THE CITV OF ENNTGN SyANDAV PLANS AT THE LOCATIONS INDICATED IN TTE PANS OR AS DIRCTDR By THE ENGINEER. 407.5 PARENT (REYA(EAENT NC'ION) ' PAVMV SMML E NAOE Of THE FML(WING: ' (1) `PfKAAt traffic pub, Ty" A' pat lira. ft. (2) 'Ramat traffic CVM. Type C• par lln. R. (3) 110Cw Traffic pub. Type A' per lln, ft. ' fa) '61p traffic 000, type C• per lln, ft, B-OE PLASTIC TRAFFIC afrT(16 , B-pE 1 OLSCR1PTf0N (REPLACFHSJNT SECiIM) M CONTRAC•DI 94AU PUNISH NO INSTALL NRNIR DR YELLOW PLASTIC TRAFFIC 1L)rrDa MM %CAN ON nE ' PANS. OR 04M DIRECTED Or THE ENGINEER. B_OB_2 NPRRf45 (�RRHEON•4 4CTIDN` , THE PLASTIC rRAFflt aRTDLS SHALL COI'OIN .D AFPLICA`E PROVISIONS DF SECTIOd 0.OB erTp 9.20. B-OI.J CDNSTRLETION E0.2WEVNT3 ( ow EN@N1K SLCTl(M) ' T1E MSTIC TRAFFIC NYtD6 SMALL E ATTADED N TN MVDEN7 IT, OE OF M FML(14M: ' 1. P1Kinp TK Cat Of HN,, hrinO AKHaIt un hveRNt SNrfec9 enfl FLMNIV DreAAInD tNe button onto It. 2. PlKlnO aORal" (appR,) fin PGv~t Surface wV prMalnO tna button ,to It. ' h"lo ntal Sw Iflcatlona (REF Moll") ft" ND t ".4 KA911D01T (PV%AWOT LT1W1 WA4M0/7 WILL « BY THE. Wit, COER.ETE IN PLACE, PAYMENT (IOLM'EHETT MC7104) PAYHENt SAL. t By THE ra.L(MM; ' (1) •10• ►latic Traffic Wttw, color, • per a, 6-0. LAVE NA7WERS B-Ol.4 HEAM_MT ( FLACENENT SECTION) MEASUOON' ■ILL E LAW W CER, TYPE 1 WHC TYPE 11 Of THE WIT COPLETE IN PLACE. CDR.} PAYHENT (RMACDEHT SECTION) PAYNE11 SWILL E BY THE rOLLOHINC: (1) -A• LAZE LIME W/NDR, TYPE 1. White- Par E4CNH ' (I) '4• LANE LINE MMWEA, TYPE 11, CCLOR(S)- Pit E40n ' 613 N044E4^ CASES 8-17 7 C0S'RRCTION REa1tRDE1/T1 (PARTIAL REPACDENT SECTION) BRACE PARANgAH 4 WITH: THE MOMENT WILL BE f11N19ED 00 SET BY 1HE CNNITRACTLV CM flE DIRECT SPERYISION Dr THE CITIES SAYEYOI. ' I MEN THE Cm"XY iNCLLMS CONTRACTOR %PRIED SAYEYINC. THE CWTAKT0RS SAMYON 9NLH SE' THE STRA00.E POINTS "M WHIM INE CONTRAMOR WALL SE7 M MOMENT. 1N ALL CANS rN[ "I H:E} ' SANEYOR SAIL SEl THE PWCH (P TACA IN M MOMENT. 0-13.5 PA ENT (S_AWtDENTAL SECTIONN Y E M04►ENT WILL ALSO E SOPLIED 00 RACED AS PRAT OF -A*AMNT, MOMENt.CASE AW CUYER` 40 ALL WORM IN SPPLYUL SAID MOMENT WALL E CWSIDEPO INCIDENTAL TO THIS ITEM. ' 8-14 CDW C047E1E SIOEIN4.NS ' 0-14.2 NMTERiALS (PM'I& HERN."EHONT SECTIJNI 0un PARAOIAP, I ' 4-14.7(4) NRUC (PaPTIAL REPLACDENT MACE ►ARAOWNH 1 WIN: ' THE C04MTC SIOEWALA WALL E CURED rot AT LEAST 77 HM AS }ECtrlm IN 5.07.XIPO 09 AS 4"%D{D BY TK DGINEER. "ING, T E OARING OPIW, ALL TRAFFIC, BOTH PEDESTRIAN UD VENICWAR, SOIL E EAC ILM. vDHICULAR TTWFIC WALL E EHICLL@D FCO SCK AODITIMOL TINE AS T1E ENUMUR WY DIRECT. &=Isms tal SgclfIC9Uw+A (PAY OV01186) Pop 41 t 8-15 RIPRAF , LI A KARLRDOR (PARTIAL NlOLUK'A� rY n.l REPLACE PNApAAFH 2 WITH, --- -- HAD PLAM RIP RIP WILL BE PEAYIED BY M TOM OF RIP MP ACTL&LY FACED AND WCEPTLD EPLACE PARADW-H O WITH: ' FILTER BLANKET 01" E KAYLRM BY tK TON FOR MATERIAL ACrALLV PLACED AM ACCEPTCO. B-IS.S ►AYKNT (PARTIAL MPLAM2a YCTION) , PARAGRAPH 1 REPLACE ITEMS I AID 1 WITH: S. '1414 Plw*d RAD Rap". per Tw ' 1. "FSltar BIG Mt• Per ton 100a PRRAO MN, S RITHI ' M UNIT CONTRACT PRICE PER PON FOR WILIER BLANKET' BALL BE FILL CLSPENSATIM FOR AL, COSTS IN CONNECTION WITH FUMISKING AM FACING A FILTER SLAM T. 8-20 ILLWilwT10N, TRAFFIC SIGNAL SYSTEMS NO ELECTRICAL , 6.20 I(') [XCAyaiING AM SAgr r T ONI M CORRACTOR SMALL APPLY TRENCH WITHIN M EMIT WIDTHS AND TOM SPECIFIED DEPTHS AT M LOCATIONS INDICATED ON M CORRECT PLANS OR AS DIRECTED BY THE D1GIMEER. ALL TRENCHES SMALL BE ' N[WILLED IN ACCORDANCE WITH M APPLICABLE POttIONS OF M STANDARD SPECIFICATIONS, rMAN041NNG FOR CONDUIT RUNS BALL E DOE IN A MEAT Won Wl rw M TWl N CTTOR MM TO PRDVICE A UNIFOp WADE. NO WORK SMALL E COVERED RpTIL IT HAS BEd EAAHIMEO S� M OWNYER. SAOKTILL t 1MTERIAL USED FOR PILL NOW AND OVER MS CONDUIT VMM SELL BE FREE OF RQNS MAIM TWA TWO KAM IN OLAMM TO A EPTN OF SIX INOCS ABOVE THE CONDUIT. ITBICN WITHIN M ROADWAY AREA BALL USE SELECT MACH 00WILL AND SHALL CONSIST OF IAIERIAL AS ,MICATEO IN M WCIAL PRTNISION;, AND SCHEM" at PRICES. M SpACL APED DALITr or M MATERIAL BALL BE %BL)EC! t0 APPROVAL BY THE EMlHDEA. TgdCH SAMILL WITHIN THE SIDEMLK AREA CAN NAOE BE WITH ACCO"MLE MFROM M TFRIALS F EXCAVATION AND SHALL BE COM MV:p A NECESSARY PART I Me INCIDENTAL TOM EXCAVATION IN ACCORDANCE WITH THE SIAIDAID SNECIF 1CAT lONS, THE CITY WMNVES M RIGHT TO WA ADDITIONS OR OELETIOS t0 M TREMH WHICH MOVE NECESSARY FOR DE COWL OF THIS PROJE CT. M MIMIMAI WIDTH FORM MEEOK NEEDED WILL E AT M OPTION OF M CONTRACTOR. TlTNE" WIDTH WILL, HOWEVER, E OF WIL,ONT SIRE SO THAT ALL OF M WECEMAPl CONDUIT CAN E IMSTALLID WITHIN M OEPTHS SPECIFIED 041LE MAINTAINING THE MINIMUM LOVER, hfi.IC•) Il'AAOATIOILS - arTE ( r.,..,. �,....,.. ' THE CONTRACTOR SMALL PROVIDE ALL WArERIAL rap AND CMTRLCT M FOROATIONS FON AND TO M DIMENSIONS SPECIFIED IN TABLE 1 BLLOW. M ANCHOR SOLIS SAIL WATCH THAT OF M DEVICE TD RE INSTALLED THEREON. , ALL LACERS TOOR'S [P'S ALS[wE•SC,ARE fK CONTRACTOR'S TO WEKUOVEO FROM M FOUNDATION CONSTRLCTION SITE AND CI (IF AT , CONCRETE SWALL E PLACED AGAINST UDSSr6wAM EARTH IF RMI&C. BEOE RACING M CDWCNRE 1ME CONTRACTOR BMALL BLOCK-OR AROUD ANT OTKD MMOOM UTILITIES THAT LIE 14 M EACAVAYL" BASE Sr THAT M CONCRETE WILL NOT ADNEN( TOM UTILITY LINE. CQMMTt rOUDATIONS SILL WE TRdELED, SN4101000141 30RC1r1catims (Rev 09/01106) P" 42 620.)OAI CWTSgED lit6m, OM AND F1N1*0 IN A WOB01A16M1P11ME Woo. COQR LMLL E RAPTLY CLEANED "ON TE OPIbD PORTION OF M APO" BATS AND COMIT MIDI FLACIDW. OUM)ATION EMLL ALL BE CLASS 9' CUMM. AFT"R A RING PERIOD OF TSO %MS, M CWTMCTM NAY INSTALL M MPLICAKf OEVI E TNEETP. TAEE 3 TVR OF MILE DIMENSIONS Street Ligrt Pole v Deep A )' SQ. or DIA, SAM AI Pale 7' Deep W S' SO. aF OIa. S1ryMi Contrativ so Detail Suet Street Light Control Cabinet See Detail Show. ANcial MAe Set Detail 9Wht ' ALL COCRCTI FOeDAt1ON5 SHALL BE LMNSMUCTED IN M K%m ER SPECIFtED BELOR; 1) MERE SIDEWALK 00 PARSED ISLUDS ARE TO t COSTRLCTED AS A PART OF THIS PROJECT, M top Or TE FORADATiO/ 94ALL BE MADE rLU94 WITH M TOP OF TIE SIOEWALN OR ISLAND. (SEE OETAIL 9lST) )) THEME NO SIDEWALKS ARE TO BE INSTALLED, M OMOE FM THE TOP OF M FORADATION SNNL.L BE AS SPECIFIED BY M MOVER. M OVO4L BEET) ALL COaMETE FOUON710N5 90ALL E LOCATED AS PER STATIONING ON M PLANES OR AS LOCATED BY THE ENCINM IN THE fIELO. B-ffi.I/7)_CODtIIT (KPLACOpNT !'T�1 ' M CONTRACTOR 9*1 P"10E AND INSTALL ALL CODUIT AND NECESSARY FITTINGS ATM LOCATIONS NOTEO ON M PANS. 0000 IT SIZE 91ALL E AS INDICATED ON THE HIRING AND Co"11 9OEDULE SHOWN. ON PLANS. OMIT TO BE PROVIDED AID INSTALLED 9NALL E Or M TYPE INDICATED BELOW: 1) SLIEO.EE 40 HEAVY WALL P,V,C, COKOMINC TO ASM S1100AF05 SHALL E 'FIT TAEHEVTR THE CONDUIT 1% TO E PLACED OTER TV" WITHIN M ROADWAY AREA. Z) SCEOI<E BO EXAM HEAVY WALL P.V.C. C0F'OMIY. TO ASTH STANDAMS 4WLL BE Lur WHLN TE O)DUIT IS TO E PLACED WITHIN M ROADWAY Afv,A. ALL AIMS SMALL ` MADE WITH STRICT COPO.IAMC' M THE WAND/ACTMER'S RECOeEIDATION6 R;C,Aktw, HSYENT USED ND ENVIRONMENTAL CONDITIONS. 0-row Awla4 M--w (Agns DITT SCTION) M CONTRAC'OR TALL PROVIDE AND INSTALL 3MTION DUES Or THE TYPE AND UV AT M LOCATIOS 9KCIFIED IN M PLANS AND AS PER MAR &WETS, THE INSCRIPTION ON M COVERS OF ALL XKIION DQS SH&L E 45 INDICATED B4.DW; 11 STEET LIGHTING ONLY! 'LIORING" I) NAOML ONLY; •SIOALS" )) TRAFFIC SIGNAL AID STTECT LIMING: •TS-LT" ►` TELEMETRY ONLY: -MtwTAY• INSCAMIOS ON aKTION DAES PVVOMING M SAPE TRACTION, I.C, %TWEET ,IWINC, TRANfiC StOWL, OR 9 hi, 9MLL Bt �Jk%ISTENT TR WQOW M PRaICt, ' Lpalom nt►l &NK1Ttcations IAeY 09i01'94) Map AI ALL .RAIOS SI ItN67A LL Il;A,O IN COKppMK'E WITH PPOVSS10N5 COPTASNlm LL AND O DE W ADIOS SHEETS. TNE UNIT COIVISATfa"Tr q IyrlW' � AM FOR Aa �tl1 LA@DR r MIAL. �ptt yIy_L E rLLL r KtYSSMv ro PROY20E APO INSTALL M .1PCTIa 1i IITGIAL. TDOLS, MO EgutPAENT r COrACTION ALL IN ACamocE WITH arE-S INCLLOING L'CAVATIa, PLWS, SNECIrICATID'5 MO ETAIL SEETS,BILLING AAD crra) r ALL STII[ET LIGNT STAPIEN", SIQVL MRCS, SIGNML CABINETS SKILL E MELWE[D TD A D04EA CLAP MLIO METALLIC CA[IETS AIO . IN DAIETEA SONIC[ LOCTN COLLET[ WITN A K WE CEPtp AWPOING STRAP ��INE� AESJ IN TION 3 COELCTCgS, IWIED NIMLAE" 'TENS MO THE COST IS ENINCL� WITH MTISYSTN OR OR DIAt. T'AEI TYPES Or Po"o "VICE ANE IAED AS INDICATED FLOW; ll TYPt I SYS«[N STALL E SINGLE PNKNE 120 VQ,T, I AIRS, a CYCLE A.C. (TRA VIC s! ' QlY) I) TYPE II. SYSTEM SKILL E SINaE SIGNAL XRVICF ' CONrACT011, f1p1V14IL C4ffR{EL PNYISf 2A0 Y4T, I WIAE, tO CYCLE A.C. (ST"M LIGHTING NON)) TYPE I[I SYSTEM SHALL E SINOLE PHmO$L II1N ASENO IEUTRIII WIRE) CONTACTOR/TRAFTIC SIGNAL, GPQAOE NEO 120i2A0 VMT, ) VIA[ NW ME A.C. (STWEET QrtIK. ,I ,M MOODTRAI 3m ia)ERViCE POINT SHILL E AS NOTED a WIVICING UTILITY, TK PLANKS MO SILL E VOUrItD AY M ELECTRICAL ¢m,Tc1.1 1LLWINATLINCEIVIPEDUND la T T al 11 NSLLAT7a O< THE SIZE NOTED a CONEAXTORS TOW rig $TWIT L1Q4TImG CIRNI7 SHILL E STRANDED COPPER THE PLANS AND MIRING SCEatj. TNW MADE ' W'rH SPLICING SI THE A op LIGHTIW CIRCUIT WILL E "Am ONLY 1N JANCTION MUMS ARO M SHALL CONSIST OR By A Cw" Tam, �C[TM0"IST ONTVWC�CTION 6 THE RIFE TOM NIT ISLACE x117"IS A; r AND EEN 1NSTKLEO. ALL bER)S!'a SN,CES O WIRE MO CMM,LL E E ALLOWED. ALTER M NIT MO FILLED WITH TYEEpo ro FOW A .ATO6r,QW SEAL. D KII *ALL I PLACED IN A r W IkST4L ED. WITH FUSES NATENIAI. /10 SPLICE 914LL FUWI Alp INLSTALL[O, WITH QUICK O1 SPL2CL b SILL E rUSES, [Y M CQIrWTDR FOW�tECT WITS. S,[.C. NS EWAI, ALL E$IIA SEED SPILL E F THE C4[ AI rN TIE COPPIR t/E+N LIm 41104.STANCK D INSTALLED' ALL MATERIAL$ SAMLES OF M CONECTOWS PROPOSED r�Eto MO ITS INgIA AT'DN, M CaTRACTdI 'USE ro THE ENGINEER FOR APPROVAL SHALL SA.:, E-:tl 2(1))A LIGHT STMOMNni rWre rNE TM NQC SILL E LOCATED AT go � Ta r QIOIPOING LLO pR NUT O<OE[S ro M DAVIT MW a HE SIDE ANY SNLL E PROVIDED IN M rRNWt 01 INStOF P1IDN TRIF INSICE M NgE UWY TO ATTACH I CTIOJO EQOIK' SSTW. M TKM[' TOLE FRAE OR r ALL POLES AND DAVIT AMS SKILL E DESIGNED TO 5"W' A LWDt1IKE E'W 0 SD LE5, OW NOR! MID TU WITNSTA/O ""'AWES CALW Ih WINO LOADS Or ES M.P.H. r SI UA XL POLES SKILL OUST FACTOR OF I,), SHALL MAINTAIN A N D ALKPWL SM[TY IAC1d1 or A,SP ►.S.I. a YIELD mOCT. 7 EIGHT LMD APO 2.)) P,S.1. FOW SIC FIFO AES.YIE. S.Nwl~t.i SwtlrlcAtio r (M pft01.'Lt) P'No y 1 ' DAYT I NE avtl sTYLt AIM swL IAcoMIDRArt A 9 TK RADII DDD AS NEA9JRfD nelN NE cEM[IItHE O 71E 9WHT. THE W" PORTION DE TIE ARM 9MLL E HENEV HORIZONTAL TO WACR HDRIZONTAL ND SHLL E r1EMISED WIN P Y DIN" SLIPWITIER WIN P MUnAM LENLN OF W INpE.; TD Fly M LM44AIR[ SPQIr IED. M PRE DO OF INK DAVIT AM Tti 90" DE FASTENED IMM11 TO THE TOP Q THE VNNT PWGEAICING A FLISN MINT WITH NN EVEN PROFILE. ' A ONE PIECE NOW LILY OF SM4ATE STNENGN, %WIPE NO SIZE 90LL E %C%YC TO THE LOWER 00 CA NE SINAFT 9D nNT M WE 94A.L E CW&E O RESISTING AT ITS MELD POINT M ENDING ' NDENT Or THE SMrT AT ITS VIOL POINT. M ON 94ALL E PM/IDED WITH PIM SLO 7ED O1 VOLK NRES TO RALEEVL NE RAL7OA DOLTS NIP WARS SMALL E PROVIDED WITH EACH PRE. MQT DOLTS FM HIGH STRDIDTH STEEL MANOR DOLTS, EADN FITIED WIN TMD HUMTS AND TWO 00,9ER5, VIAL: E R/MISED WIN M POLE. EACH ANGNDA DOLT 94ALL N%VE A A• `L• MV AT TOE 00"CM END AND E ' NEvM ATM " 00. INEEAOED DOS. ALL KRS NO WAVERS 94ILL E NOI DIP GALVANIZED. THE RUNE. DOTS 9MLL E CAPAdE OF MISTING AT 17S MELD POINT NE DDOSWC MCENT or NE SHAFT AT ITS IIL.L "OINT "ISCELLAlm HARDWAM ALL NMIbAM (DOLTS, KITS, SCREWS, WASELS, ETC.) NECIED TO LVW%-M THE INSTALLATION SHALL E STAINLESS STEEL. I D IIO!'N7 IFICATION FOR POLES` TIE CONTRACTOR SMALL SLOWLY AND INSTALL A LAMINATION R 4-0IG1TS 00 ONE LETTER ON EAN POLE, METIER ENDMOLI L LNMINAIE OR SIOWv AM WIN LLMINAIR. THE LETTER N0 KMMS COlINATION 94AL, E AQMTED AT TIE 15 FONT LEVEL ON THE POLE FACING APgOAOONO TRAFFIC. LEGM 94ALL E SEALED WIN TRASPANNT FILM, RESISTANT TO MST, WEATHER ND LL•'OOVIMr MOSAE. NE FECAL MIRIAM 94ILL E S INLN SCQAWE WITH GENIC DOLE. WHIR P[FLECTO = Z DIIM LE M ON A dLAC, ' 000I0AO. ME I.D. KARM WILL E LS9IDED t0 EACH PRE AT TIE OD DF M CONTRACT OR PNOIECT DV THE CITY TRAFFIC OCINEERINL OTICE. COST FOR THE OMAAS SHL.L E CONSIDERED INCIDENTAL M nE CONTRACT 910. LIWT SINOARDS SHALL E 91M Al WIKM DAVIT STYLE YO IMLL MEET TIE PRE DETAIL WGUSMDENTS INDICATED FLOW 40 NE OCTAIL SHEETS AT THE END O THEM SPECIFICATIONS. ' TIC PRE 9NAFT 944LL E PROVIDED WIN A A• . A• FLUSH MM MOLE NEAR THE §M NO A MATDHING NETAL COHEIR SECURED WITH STAIKESS STEEL SEEMS OR DOLTS. ' ALL IDOLS SMA" E FACTO' INSTALLED 40 ALL NODDO 9MLL E CofttTED PRIOR TO GALVANUM. ' ALL SIOWL POLE VONOATIONS 9MLL E CONSTRICTED TO PROMO[ THE PRE ORIENTATION NOTED IN THE PLANS. NE RE SHALL E AD"T®WOR PLMM AFT[R ALL 4M SIGNAL [WlfttmT MRS EIM INSTALLED TWEEON. ' RATER THE POLE 15 PI.MEO THE S*AR ETIM TIE CONCRETE rOMOATION AE, M WIN O' THE POLE RASE RATE SAA.L E FILL WITH A DRV PAC(MORTAR ONO)T NO TROAM TO A 9DN rINISN Lp{79MING TO IHt CONTRA OF TIE A RASE RATE. CRT PACK NORTAR QW 9MLL =GIST Or A Its NEETME 7 PORTLAD QAEWT NO WINE SM WITH .I<AT ' 0401" WATER SO THAT M MIXTURE WILL SILL 'GE[nER ON KING .ADM INTO A DILL ET MAW, AND WELL NOT [AIDE NDISTME WH[N E PRESS=. A OE WL! END)- ORAIN HOLE SMALL E LRT IN TNE WTI** 7 11E ' W4CUI PAD AS VOW ON nE STAOW D[TAIL. sawle Natal SDDci WIMtIOTK ' (bA 0E/01/N) PWDW AS B•2O.SUA1 uoML r��etq,.iad�ll.1YStQl1. AU SIOAL OMCTM'—I ■ STRAIM COPPER ARD 9NALL HAV[ 00 Nit M IMSLATION APO E O TH I ! S12ES NOTED ON FIE M,AE. Et . rLtl-CgOUCtoR3 usC FOR rw SIM& SMD: S&L Clov" TO DIVISION f-".t AO ?'F L f 1P THE SIZES WM ON TN[ S104AK WIRING SDVAL[ MD WIRIN: bINORM. ALL S" WDm WOES V' 010`r, VT A TtNQWL ILUCR SHAtI NAVE M OPON DO, CIU P STALE SOOERLESS MWNAL CONEC10- AND ILL SAID WIRES TEIW MATT) At A TERMINAL SOCK 94ALL HAVE AN MEN DO SMMM TDTMIAML COWECTOR. ALL TDM OOLS 9WAL E INSTALLED WITH A TOM MUD D FOR -HE ! INSTALLATION O THE CORRECT TVR O` CORECtOR AND OUMLNG WITH Rllpt4, WIRE MIDIS, M., WILL ADT E %.I=. ALL WIRING INSIDE THE COIROLLDI CM2NET SOLL E "tom AND CAILED TOEHER TD NNQ A NEAT, CLEAN APPEARING IWNLATION, NO SLICINC O ANT' THARIC SIONIL COOLCTDR SA, E MW TED NLLM OTNEARI3E IRDICAM ON TWE PLAINS. ALL RLDLCTOM RIM 9ALL E ATTAOIED TO ! AINEORIATE SIONAL T}MINAL BONDS RIM PRESSURE TVR BINDING POSTS. M ONLY EXCEPTIONS SHALL E THE PRICES FOR O1nCTUP LOTS AT THE NEAREST .SECTION BOTl TO M LOOPS. F20.3(14)0 TEST FOR IMOCTION 6M AID LEID-IN CWE$ (AMITIQYIL !"TICN) , M CONTRAVOR SAL. ,MCP RECORDS O FIELD TESTING 00 SMALL FUMIS, THE ENGINEER W;1H A COP, OF ! M RESULTS. ¢20,YWE 519PL STNONt= (ERACEMW SECTION) TNE CONTRACTOR 94ALL FUMISN MO INSTALL tRARiC SIONAL STANDARDS IN ACCORDANCE PITH THE NEIMDOS ! AO MATERIALS NOTED IN M CONTRACT PLANS AND THM FICIrICATIONS. ALL POI JIMDISIOLS AND U,.,eATIOLS WILL E VERIFIED BT THE 04CIVO PRIOR TO MERICRTION. ! ALL Dfrk*CLS REQUIRED FOR PADONM S104AL HEADS, CMINTS, SIDS, PEDESTRIAN PIA, WnON MSDGUES, ETC. 94ALL E FIELD DRILLED. , ¢20 A NEAkIRDOR (MMAMOT SECTION) HEASMEIEM FOR TP1041> AD BADSILL WILL E BV M LINEAR FOOT, ! HEASIIEIENT FOR 5EL[CT 1004 BAc DILL WILL E M THE TON. PEASMONT FOR SIGVt STANDARDS ND Slr^k CODLCTOg RILL E BV PM EACH AO PER OHM FT SLAW" , S1M. NE %REMINNt NOR rONDAT106 . CQNMrt. WILL E By THE RMIT FOR EAO, TVR SFECIFIE:. COPLETI IN ! RACE. KAS.tOENT FOR CODUIt WILL R Br THE LINEAR rOOT. ! MEASJUENT FOR .AWCTIOH BORES, WILL E BY FIE (NUT FOP EACH THE. }ECIFIED, COPLETT 14 PLACL. , HIMUMEENT FOR LIGHT STANDARDS, PILL E By THE *1' Pip BAD,, COPLETt IN PLACE. 8m20,3 PAYMENT (TOLACMT SECTION, ! PR'RENT WILL E MADE UHGEP: 1) `TARES, MO bAC-WICI, WIOE,__._,_,OIDP-, WRr "mWAT FWFt. ' 2) •SELECT TM0- BWRILL', "IF TM. rNE WIT CORRACT PRICE FOR TWO04 MD OACKFILL 00 LINEAR FODT SO" E FILL COMPENSATION FOP UCAMI24G. ,OAOING, WHIN; MD OMRPIY UIlOSIN: O NE WASTE HATtRIALS, FOR YICKFILLING 40 TAPING GLOFILL MATERIAL ARE+FOP THE REETOAIION Or THE TIVEN M SOON ON , TVt PLA6 OR AS DIRECTED BV M DNGINEDR ALL 1N ACCORDANCE WITH NET V%CIAL PROVISIONS AM THE STANDARD PLANS No TECIFICATIOS, 3LO I~tal SOWclrkAtlm, ! (RR. 01'01/86) PWOW 46 a-2o 5 L�NNtiNLW* ' )) FOIPwlaw PEA EACH A) •COOIST, P.Y,C.. S[JOILE 40_ PWr LID. Ft. ' Sl •CDEAIT •,r,t., SOfML[ BO` • PWr LIP. Ft. f) VVION .LCTION WOW, POP EACH. 7) •SmI LIONT STANDNO • POW EACH. NA ' B) •SIG STAtOW, TYPE • PAl 0& P) QTECTIOi LOW R[TIAN HJAL[. 2/C• 3M ,• PER LINIAL FOOT 10) •lMrLt1CD PIE. OPTION GAk[. )YC SO. PCI LIM. FT. LI) 9gELDED INTERLENECT CA&9, W' PER LIM. FT. 12) "RWFIC SIGNAL WIAE• PEP LIMP SIN. 1)) •110CTOI LOW YOOD.E O[T[CrOH SAW r N"TIMD.• PER LINIAL FOOT. Tr[ LMlT {prtARCT PRICE ►9t EACM ON SIGNAL STACARDS AC PER LIM, Fl./LUWP lAH ON TIUFFIC SIGNAL SYSTEM WIRE WILL E rLLL LOCEISATION FDA rLMMINC AD INSTALLING THE STMUvm APO WIRE AMC FAR ALL Own mor"JALS, TOMS, [OLIPWOR MGGES3MY AOtM INCICU?AL TO THE INSTALI.A•ION AS PER 1TE CONTRAC• PLANS APO THEY 3FCIrICATICAa, 8-22 PAYOUT WARMM ' 8-22.1 0[SOWtPt10M tPAWT1A WEpLNjNEN, SECTION) SKIP CENTER STRIPE - DELETE AC PEPL a WITH: ' A MOSN YE 00 LINE INCHES WIOE, THE EWOCEN OR 'SHIP' PATTERN SMALL E USED OM A 25-roar WIT C3NSI:,IMG OF A 10J00T LINE AFC 15 FODt GP. DELIATI SKIP CENTOL SMEPE 15 USED AS CENTER LINE NEON ON A too LAW TWO WAY RMRDWAY, ' E OW CENTER E3M - DELETE AO REPLACE WIN: TWO SOLID YELLOW LINES. CALM A INCHES WIDE. YPARAtED PY A A INCH 94a, DOU STRIPE 1S USED AS CE NTEA LINE DELINEATION ON WA11TI_LAC. TW0.MY NOADWAY AO BLE YELLOW CENTER ILE ' WAPtLIZATION. TOM APE - DELETE ' WE STRIPE - DELETE AMC RERACE WITH: APP*DACM STRIPE - A SOLID WHITE LINE. f INOES WIDE. L LLYl TO CQINEATE Tt)RN LAMES now tHWHpLGN ASS. FOR TIAWFriC ISLANDS MO OR055 HASH OWNS 18I. rR - DELETE AC REPLACE WITH: A BROKEN WHITE LINE, A INONES WIDE, USED TO DELINEATE AD.IAMEM LANES TRAVELING IN M SAE OIRECtION. THE E104IN OR •SKIP• PATTERN SKLL E BASm ON A 25 rDGT WIT COLCISTING FOOT LINE APO 15 FOOT GAP. OF A 10 NO PASS StRIH'E DEL.ETF 0"RSliE LANE STAlml - DELETE rya WAY LEFT tLA H STRIPE . DELETE AC RERACE VIM: A SMID YELLOW LINE, A INCHES WIDE, WITH A BROKEN YELLOW LIPS, A INDES WIDE. 11MArEO R. A If. SPAM' THE StMO4 OR 'SKIP' PATTERN WILL E BASED ON A :5 rOCT HAN or A 1pIt CM6137IW FMI LINE AC A 15 rapt SPACE IS[[ DETAIL SPRT). CALMER Snip - DELETE AO REPLACE WITH: A SM.J YELLOW LINE, !E TO 24 INEYES WIDE. ,Q Zi/y,M 51R1PE - DELETE AC wx AE WITH: A SM.O WHITE I INE, 11 INNS WIG[, INSTALLED PARALLEL TO AOTYEA CRUSSWALM STRIPE WITM RN P too' TAt 1N ETWEEM THE LINES. 3LWlowtal SDPriftootltw (RWv 6M0ll") Pop AT 422.1 CONT1NlID 1 577 - DELETE APO REPLACE VIM: 1 A SOLID WHITE LIK, IN WIDMS OF 12. 16 Alt 26 14CES. M NROTN STALL K INOICATEO ON M CONTRACT FLOWS, TRAFFIC AAROW - DELETE AND REPLACE WITH: 1 A SOLID WHITE NW;ING C4fONING TO CONTRACT PLANS A6O DETAIL SHEETS. T% riC LETTERS - wua VTTH TRAFTiC LSDENO - DELETE 00 REPLACE VIM; 1 A WHITE WVMING MIND ALPAKIICAL LETTERS - SEE CONDUCT PLANS APO OLTAIL 9W. T4$S D[MM SrI - DELETE 1 422 S(S) TOLEMKES FOR UNE S T ( TTNNR ALLDNAILE TOLERANCES FOR 'MtPES ARE AS FOLLOWS: LENGTH Or STRIPE - M LOGITLUINAL ACCLKLATIVE ERROR NITNIN A 25 r= LOCTN OF SKI, STRIPE SAIL NOT LCEED PLEA OR NRA$ ONE IND, •IDTM Or STRIPE - M OIOM or STRIPE SIMLL NOT VARY 1 NOE TAM PLUS OR PIMA 1/4 INCH. 422,5(6) PA1NT/FWSTIC STRIPE LIKE %4XNAL (NEW SECTION) 1 •ERE 41aON ON M PLMNS OR DIRECTED SV THE OVCIMA. M CONTRACTOR SHALL ROANE ALL an CONFLICTING STRIPES OR LINES. J: A R(/�LA6ESENT (RM5t ENI SECTIDN) 1 MASLOW4W SHALL K VY M LINEARR FOOT FOR A INCH RIDE 91X1D STRIPE, WIN N0 M=11O4 WEE FOP 1 DE SNIP EETNEEN DE STRIPES NEASIEEO, 6 IW?N RIDE Sato STRIPE, 12 INCH VICE CROSSWALK, MMIERR STRIPE, STOP MR, TRAFFIC ARTOVS ANo TRAFFIC LEDEND •O6.V• PER EACN, MASAOE OR NT F ALL ITW >/MLL K CGPLETE IN RACE. NEAWRXMJll FOR MINT/PLASTIC STRIPE LINE REIOVED, WILL K IV M LINEAR FOOT OF •_• 1I01 LIN[ 1 6-22.5 PAY RENT (RpLAC ' SECTION) 1 MVIEMT SHALL K NAPE DOER: 1. MPAINTEO E• VICE SOLID STRIPE' PER LINEAR FOOT 1 2. "MINTED 6• VIDE Sato STRIPE' PER LINEAR FOOT S. *MINTED RIDE WARIER STRIPE' PER LINEAR FOOT A, 'PAINTED 12• VIDE CROSNALKM PER LINEAR FOOT 1 S, wA1NTED_• WIDE STOP WR• PER LINEAR FOOT 6. `PAINTED TRAFFIC ARROW PER EACH 1, wAINTED TWrIC LEDENO _•. PER EACH 1 S. `PLASTIC 12• 110E CROSSWALK' PER LINEAR /007 F, •PLASTIC • WIDE STOP EAR' PER LINEAR FOOT 10, PLASTIC TRAFFIC AARDO' PET EACH 1 II. -PLASTIC TRAFFIC LEMNO • PER EACn 12. 'AD OVAL Or MINT LINE _• 1101• PER LIN, rT. 13. MRENDVAL OF PLASTIC LIK VIDE" PER LIN, FT, 1 SyWlARFntAI spAt1Flc6tt" 1 (Rev D901/E6) Page AS 1 r DIVISION 9 rMATTRIALS 9 D3 WO EGMES LOLA AGGREGATE FOR DRAVEI BASE (PARTIAL WAACEME T SECTION) r AM TO PARAGRAPH 2 SENTENCE : ..EftffPI THAT IN NO CASE SMALL M MAXIMUM SIZE DEEED EIGHT (0) INCHES. REPLACE PARAGRAPH 3 WITM; GRAVEL BASE SRALL MST M FC LONU6 REDUIROIENTS FDA DRAGING AO ?NLITV IAEN PLACED 1N HAULING VEMICLF9 FOR DELIVERY TO THE. ADAOMY, TROCN OR DURING MANUFACTURE NO AEACD4W INTO A TEMPORARY STOCKPILE. THE EXACT POINT RE ALTRPTACE WILL RE OETEIMIED BY THE ENGINEER. r (RAVEL BASE GRAVEL BASE rCLASS A CLASS 8 % PASSING 1/4• SIEVE 25%MIN. 25X MIN. TS% MAX. 75% MAX. r %PASSING U.S. NO. 200 34 MAX. 10% MAX, SIEVE (WET SIEVING) r (OUST RATIO): % PASSING F20C 2!3 MAX. 2/3 MAX. % PASSING AAO rSAND EQUIVALENT 50 MIN. 30 MIN. 9-03.12(1)A CLASS A (REPLACEMENT SECTION) rGRAVEL BA.MESLL FOR FOUDAT13r, CLASS A, gNL4 CONSIST OF CRAISED MMATEWL AND SALE CONFORM TC THE REQUIREMENTS OF SECTION 9-01.9 FOR BALLAST. 9-03.12(1)8 CLASS 8 (REPL.ACEIENT SECTION) GAVEL BACKFILL FOR FGNDATION,, CLASS 8, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR rFOUNDATIONS, CLASS A, UNLESS A>ROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKF%, FOR FOUDATION, CLASS B, SHALL CONFORM SO 1HE REQUIREMENTS OF 9-03.1I3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE. CLASS A. r9-03.12(3) GAVEL BACXF'.LL FOR PIPE REDOING (PARTIAL REPLACEMENT SECTION) r REPLA' SENTENCE 1, PNRAGRIWN 1 WIN: GAVEL BACXFILL FOR PIK BEDDI.� 9ALL CONSIST OF PEA GRAVEL. ANC: r WNEN APPROVED IN WRITING BY TMF ENGINEER, O-HFR CRUSHED, PROCESSED OM NATURALLY OCCURRING GAAN,LAR MATERIAL MEETING THE R-,NIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FUN -:PE BEDDING. ' 9-05.14 GRAVEL BORROW (REPLACE)ENT SECTION) r GRAVEL BOROA SMALL CONSIST OF CLASS A OR CLASS 8 GAVE: BASE CONFORMING TO THE REQUIRETENT< DIMMED IN 9-03.10 AGGEGATE FOR GAVEL BASE r SAOleMAntAl Specl*lcotlan (Re. 09;01/86) Pepe 49 9-05 OPAINO E SMACTyCS, C'.VDTS NO CMWITS ' 9-05.1 DRAIN PIPE (PMTIK RERACEN6NT RCTIOM) ' DE.:'•.: ALL ARTERDCE TO AN ALLWkt N MATEO (KINIMIZM) COWlWrM IRON ON aTE4 DRAIN PIPE FRN THIS SECTION. 9-05.31114 EM DESIGN (PMU—AL REPIACOENT CT ' DELETE SENTENCE 2 PARAGRAFr I 9-95-ID STEEL STORM SEYEA PIPE (PARTIK RERACENENT SECTION) WA,ACE: 'TREATIFM S• WIT" 'TREATMENT I- 9-05.11 KUMI" STOM SEIER PIPE PARTIAL REPLACEMENT SECTION) DELETE: 'PSC9pt ttrt PrOtKtive C tlnO ANAil be Tr9Ptw t 5-. , f-OWi PVC xWER PIPE PARTIAL REPLACEHENI SE'TiON� ' OLETE: PAK#aw V 1 ADD: THE VAX, .M LEHCTN DE PVC PIPE SECTIONS USED 94ALL BE 12 FEET. 9-D5.13 DUCTILE IRON SEVER PIPE (PARTIAL A£PLA[EIEHf SECTION) , DELETE PMACAAPH 1 9-29 ILLUtDNTION, SIGNALS, ELECTRICAL ' 9-29.1 CDUUIT (REPLACEEN^ SECTION) 1 TIE CONDUIT P,V.C. . MM44ETALLIC SHALL CONFORM TO MTI.:LE 547 OF THE COOE AND ASTH STANDA)q)S. , THE CONDUIT 94ALL BE OF THE TWO TYPES DDICATED QElOW: (1) SOEA.IF. W EX MA 'CAVV WALL P.v.C. COFOMINC TO ASTN ST4wWCS, (2) SCHEDULE 40 HEAVT WALL P.V.C. COWOMMDNC M AST" STAMOANOS. 9-29,2 UPCTION BONES ( A'W' TI(IN) JLICTION FOXES SKALD K REINFORCED CONCRF'E AITH STEEL FRAK ANODIED IN PLACE AMD STEEL COVER (DIAMOND(DIAMO PATTERN) 'S INDICATED ON OBTAIN SHEETS, THE INSCRIPTION ON THE COVERS OF THE OACTION BOSS SWMLL R AS FOLLOWS; , (1) SIOML ONLY: -SIQMLS- (2) STRET LIGHTING ONLY; 'LILTING- ' (5) TMFTIC S1DML AHD STREET LIGMTING FACILITIES: -TS-LT' TIE ABOVE INSCRIPTIONS SM L HOT K NICER THAN THE TOM SUWACE OF THE COVER PLATES. , sk"IewtAl SpPC1Tlest1ws , (Per M'01/86) PAG9 50 ' lA�PDpE'1OS CPLE (ARC SECTION) ALL SSOBL COTXDICTOAS AS INDICATED ON M PLANS 94ALL BE STMOED CO NSP NO SMALL OP_OV A00 Y0.1 No INBLATIOA or M SIZES NOTED ON M Kim. ALL MLTI GOORFTORS USED FOR THE SICEML SYST O SMALL COIOM TO APPLICABLE PIbVIS106 CONTAINED IN M STANDARD SPECZFTCAtIOS AND 9MLL BE OF M ' SIIIS NOTED OM THE SIGNAL 110101E OIAD"' M 1/C CAN, DOICATED FORM DETECTION LOD KTIEM CABLE }ALL BE A SPMIA: C04ANNICATION6 n` I 1i AlG � ) NE CN►I SMALL QK POLYETHYLENE I RLATED NPEA CODOCTORSAM 0.1M POLYESTER SKMD.• A tIPED CWM34 DRAIN WIRE MD A DMOE YINTL `,CIET. ' NE5/C ED M OCTOR UNIT a�THE CO/TInI.EA CABINET ANG NO T CABLE SMALL BE IL&B SPLICES W136 ME OR I F7404 THE DETECTOR LL BL AL�SS GALE WILL " 1 "a 9RIEIDED DDW PL ETD NNJCATIoWSIO INTOMECT CAME 91ALL IEET THE IW OM NC: 1. CDORCTOS: SOLID, SOFT DRAWN. ANNEALED OPPG, SIX IN RIG. 2. UWATION: SOLID, YINGIN "IC,., CODGITY RLYETMILDE OR P0.YPIbATLDE,RITN TELEPHONE SND6TRY COLOR CODING. R. CABLE GIVE. ASSOi,Y: :N S LATED COORCTM APE TWISTED IWO PAIRS WITH VARYING LAYS (tWIST tDX;TNS) TO MINIMIZE GROSS TALK OO Wr STRICT CAPACITANCE LIMITS. A. SHIELDING: A COBOSIDVOAIDATM RESISTANT TINTED ETNYLEE GDOLYNER CDNTED (SON SIDES' SIDES` .DOB- THICK CwjRGATO AL(MI" TAPE 241" IS APPLIED LOGIT(OINALLY WIN OV[RLAP TO PROVIDE IDOA ELECTRICAL SHIELDING COYEW A .005 cW14"TED TAPE APPLIED IN M SANE NWHEA IS ACD7TABLE. 5. ORER JACKET: A BLACK, LOW DENSITY HIGH HQEDLM OUGHT VIRGIN PD,YETMYlE1E ICDPONDED TO WITHSTAND SPLIOrt, TOMMIE VARIATI04S 0 OUTER ETMIADNENTAL CONDITIONS PLUS ABASE "ING INSTALLATION) 15 EXTRUDED OVERALL TO PAOYIDE A CONTINAFLS COMING' n. TOOTAE MYM1NLSz FOOTAGE N AMINOS MIST E NNRINTED SEDENt1ALLY A PININON D 2' ALONG M ' Of1ER UAMI. /. FILLING: THE ENTIRE CABLE WITNIN TIC OUTER JAORT t5 ALOOEli WITH PETROLEtM-ROLYE`NYLOE DEL FILLING WECINO ICE DING TOE AREA BETWEEN M O7TEA .IADET AND M SMIPiD. ' EAOO WIRE 9V1LL BE "OE RED AT EASY TCMINNAL END WITH A OWN-NUM TYPE NLAWINI STRIP ACCORDING t0 M SCTCDLLE ATTACHED TO THEN SPECIAL PAN'S1OHS. ' ALL WIRES TERMINATED AT A T014NAL $LOD, SNALL HAVE AN DEN ENO. CRIW STYLE SO,DERLESS TERMINAL. ALL TERMINALS SMALL E INSTALLED 0174 A TOM DESIGED FORM INSTALLATION OF THIS TYPE OFTERMINALAND CRIMPING WITH PLIERS. WIRE GjTTEAS. ETC.. WILL NOT BE ALLOWED. ALL WIRING INr,Im MM/NE A TEAT a NTROLLEP CABINET AMID EN AT INTEDIATE POINTS SMALL HE TRI0ED 40 CABLED TOGETHER IRA CLEAN N*WINO INSTALLATION. ND SPLICING D ANY TWTIC SIGNAL CODOCTIA SMALL BE KANITTED UNLESS DOERWISE INDICATED ON THE t PLANS. ALL Coj"TOA XM SNMLL BE PILLED TOM APPROPRIATE SIOML TEEPNIIML C014W TENT BOARD RIM P%S5IRE TYPE BIDING POSTS, THE ONLY EXCEPTIONS SWILL BE M SPLICES FOR DETECTOR LDCP5 A• TWi KM'ST RUGTI[M BOX TOM LOOPS. ' THE CONTRACTOR SMALL PROVIDE MO IM.'ALL ALL M KCESSMY WIRING. FUSES AND FITTINGS SO AS TO „GN LETE M INSTALLATION D THE SIGNAL AND IKITD p15EAWI LATHES 900NN04 TME COPL�' ALL APPLICABLE MATERIALS AND INSTALLATION KNODS, EXGVj AS YCtiDN6 F M NAT10ML ELECTRICAL COCE. INSTALLATION D ALL 014 ING SNAG COfoM TO APPLICABLE PROVISIONS CNTAINED 1% M STANDARD ' SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN, CMCTOS AO CABLE 94ALL ONfOM TO M APPLICABLE SPECIFICATIONS AS f0.lOM5: ' (1) UNLESS DTKRNISE NOTED, ALL [LEZTRICAL O)QCYM SHALL BE APPROM STRADO COMA CDEOWAING TO APPLICABLE PORTIONS D AST% STA ONV5. IMMATION SMALL BE 600 VOLT PLASTICIZED POLYVINYL DLOR17c, PyY[TwLDE, OR COMICALLY DOSS LIKED PLLY[TNYLEE, umlgpPw.tll smirl"tlaM pM, 09.1C1:N` PADF 51 9-Z9�7 Corti CONFORMING To APPLICALE PORTIONS Or ASTM SIAIMOS. AOLVETHnLDE C"am SHALL NOT K t USED NOW [ROUSED TO DALIWT. M MADE INDARtION UT Cm[ NOBLES DOLL K IHD. (2) IALTI<OEACTOR ONU DOLL WE USED FOP TWTIC SIOOL MWINOL, AHD DOLL K RATED TO OXoATE ON 600 VOLTS. INDIVIOIARL CODCCTORS DOLL K STRAWD QWIA, MkL K IIOJL►TED , WITH A MINI" OF AS MILES PLASTICIZED PC-v'VMYL OaARIOE CHUM. OR APPWM EOOL, AID DIAII DE COLOR CODED AND J SIZE LISTED IN TALE BELOW. TWi IIDIYIOOL OMETORS DOLL K CARM TOGETHER WITH OXLE TAPE AN( O CASEBD IN A POLYVINYL MaIDE DEATH 75 MILS TNICN. OBLATION SWILL CONFORM TO APPLICABLE PORTIONS Or ASTN STAIDNO APPLICATIONS, t ARC Ham. stress ' CTROJIT TRAP OeuaP WAM Cor"to: color Striae Signal hwoa.... A lA 19/27 Red, VRllw, Greco Norr A '.A 19127 Red, Yellow, Green mite-OhIte 9 le I9/77 Red, nilw, Crsen Mom , B• 1, 19,77 Rea, Yellw, Gr'sen 11KM-Blac. C 14 19/27 And. Yellow, OF", *%its Slyrrl.......... Cm. 12 19/M VNlte NOr , Control......... Cm. 12 19/M MLLts Slack or Grey+ Datsitor........ A,B,C 12 IP/25 B1am None Cos. 12 19/2S OHte nor ' spas........... .... Is 19/27 Rea. fell". GFB n Blue Tiasrors........ .... 12 IBM flaw Nor Service......... .... 10 19/2) alm* HMO A1ternBte..... .... 12 19/0 alV None ' Nwutrais (rot llstw).. .... 10 itra *nits Wrr Altsrnete,.... .... 12 I9ro r+lte at Green Near , Multi_cn tot cable Broil BR r gstano as 9u tr a follwUnB typimel ulustretiaaH e) 2 Corx ctor — 2 No. 12 AK, 19/25 stieha, wwlatlng of s black sea whit. oarrxtm, ' b) S Conaxtor -- 1 No. 12 AND. whits; 1 No. 12 Arc, Write With of*" at blacw atria; NC T No. U's oorrslatln0 of Prose A. c) B CWaXtm — I No. 12 PING, rW1te; 1 No. 12 Arc, white WW Or 01410 SULIMP; Ana 6 No, , IArs corrieting of Phase A Ora 6. a) 11 Cw,&ctm -- 1 No. 12 MG, Whits; 1 No. 12 APD .hits with Oeen Of blscw stripe; wo 9 No. 12'5 COndattng of Agee A. l aM C , e) 20 CorWkctor -- 1 No. 12 AND. welts; I No. 12 AVG. white ISM OrWsn Or 01S& atria; a 16 No. lrs Consisting of Phm A, P, 9, 1•, C WO Spars. VIRINO RILL BE AARASGED i.. 'MAT COEDNATIOS Q M HOVE CAKE ASSENLIES 9NALL K USED. , WITH TW.!ACEPTION Of TYPE O!r IHSLLATION, M M1414M IN9AATIOH TN13MSS FOP AM ELECTRICAL COpICTOR 94ALL K 7/6A INCH rD TK MINI" ACCEPYALE INSULATION t .—.MSS 91ALL REFER SOLEY To , TIE THICgESS OF TWIT IN.9ILATION IMMEDIATELY AROUND AM COQCTON AND EXCLUDING ANY 9EATN OR OAOET tHICKASS. INDUCTION LOON DETECTORS 94ALL K INSTALLED IN A Soo-W IN M ►AVDENT BY M COORACTOR OM , INDICATED ON TIE PLAPS OR AS DIRECTED W M ENGINEER, M RIME TO K LSE) IN M IN UCTION LOOP IMA.L K NO. 12 A.W.G., TYRE UK, Rm OR RIM led"TION. SEE OTAIL 9' 9-2P.4 MESS. R ;ALE, rlrlNGS • DELETE $6V,S POLE LINE - DELETE , wmieeental %oclfiaKlmf (Mv MCl/") " 52 ' ' P-29.6 "Of STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SHALL E SRN ALUMINUM IN ACCORDANCE DETAILS SQRR IN 21E PLANS, AS SPECIFIED IN M TEDOOCAL PROVISIONS AND AS OUTLINED HEEIN. ' P-D 6(5H Tl4XR LIGHT STADADS TIMO MN POLES TUQR SERVICE SUPPORTS - DELETE 9-2P.7 IUONAIRE LASING AND ELECTRICAL CTMECTIONS AT 41CW STAB-W V= IREPLACEM[M 5ECTl:V.' ' ELECTRICAL DISDOIErTS SALL E INSTALLED AT ALL LIGHT STANDARD BASES. FIFE MLODRS SMALL BE `WATOPRIQ, QUICK DISC04MMT TYPE, S.E.C. OR APPROVED EOUL. FUSED QUICK DISCONECT [ITS SMALL 9AOVIOE WATEFORDO' IN LINE FUSE PROTECTION. ALL CONNECTIONS SMALL K MADE WITH COPRESSION ' "FITTINGS. VON OISCMWT, THE FLEE SMALL RDIAIN IN THE LOAD SIDE OF THE KIT, THE FUSES SMALL E LOCATED IN TWO LOCATIONS, THE FIRST KIND INSIDE M HAD MILE AT TNE BASE O ' THE POE AO THE SECOND KING ROVIOED FOR THE COMPLETE STREET LIGHT SERVICE (IF SPEDIFIEDI SHALL 'K LOCATED IN A TVPE 7" ORCTION BOX AS NEW AS PRACTICAL TO THE ELECTRICAL UTILITY CD~-5 "VAULT OR ADA (SOURCE OF POWER FOR THE SYSTEM), FLEES FURNISHED FOR ALL LIOrtING CIRCUITS SHALL K `A"&I IF HANDLING THE VERATIhL VL\TAGES IF THE CIACUII INVILVED AD SW6,L NAVE THE FOLLOWING 'DARACTERISTICS: 1. FUSE$ %ALL K CAPABLE OF INDEFINIIELY SUFPOrtING 110N OF THE RATED LOAD. ' 2. FUSES SMALL K CAPABLE O SUPPORTING 155% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 5. A LOAD OF 20M OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOS BLOWING O THE FUSE. A. FUSE; SMALL I RATED AS LISTED BELOW AND SHALL K SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PRIXCT, ACCORDING TO TIE MAAFACTLRER'S RECOMMENDATIONS THEREFOR: H,UNINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 NIDA 250 VIDA 200 WIDA 175 W10A 130 W10A 100 WIOA 5. FUSES SHALL K LL LISTED 9-29.0 VAST ARMS, C10SS ARMS AD TIC ROD - DELETE P-D,9 BAL.ASt TRANSFOlfR5 (REAACEIENT SECTION) RALLAST FOR HIGH PRESSLIE SODILN VAPOR LAPS BALL K DESIGNED TO PRO$RLY AERATE 100 WATT SSA, ' 150 WATT S55, AO MIT S66, 250 WATT SSO, 400 WRIT $51. BALLASTS FOR N.P. SDQIUM VOW LAPS SAL, K AN INTERNAL 240-VOLT REOLATOH-TYPE (MIDI POWER FACTOR). ' TIE BALLAST SHALL K PRE-WIRED TO THE LAP SOCKET AD TERMINAL BOND. THE BALLAST 91ALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 1021. NO CAPACITOR, TRANSFORMER, ON OTHER DEVICE SMALL EWLOV M '.LASS OF COMPOUNDS IDENTIFIED AS PCLYOIORINATED BIPHENYLS (►.C.S.) AS DIELECTRIC, CHANTS, ON FOR ANY OTHER PURPOSE. EACH BALLAST SMALL HAVE A NAME PLATE ATTACHED V040 TLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-D.10 LUOMAI115 (AER,ACEHENT ECTION) ' ALL LWINAIRES SMALL BE OF THE DISTRIBUTION LYPE AND WATTAGE INDICATED IN THE PUMAS. SupplAwntA1 SmItipttimA (Rvv 09101786) PARR 33 �-29.30 CPf7�1I� I LUONAIRES 94ALL HAVE A CA51-ALUMINUM NOSING PROVIDING FOR A SLI►-FITTER TYPE MONTING MO CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TE,M0N. LUMINAIRES SMALL E OF TIE COMA HEAD STYLE WITH AM OVATE REFRACTOR (DROPPED LENS) FOP ARTERIALS APO A GEAR FLAT LENS FOR RESINVIAL F40DWAY APPLICATIONS. THE LUNIPAIM SMALL INCLUDE THE POWER DOUR FEATURE. THE LRMINAIRE 94kL WAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GMT OR FILTER MATERIAL. 94ALL E PLACED BETWEEN THE LAP SOCTE7 AND THE REFLECTOR. THE MANFACTUER•S NNE OR SM KL SMALL E CLEARLY MANED M EAM LUNINAIRE. EACH LWNAIRE 94ALL HAVE A WEATHER-IESIS71PINIT, ANSI-APPROVED DECAL ATTACM TO THE BALLAST NOSING SO AS TO E READILY VISIBLE F111M THE 0111O1O. M DECAL SMALL E MAUIIMATELF TWICE IMES SOME APO THE LEGEND SMALL E A MINIMUM OR TWO INCHES IN HEIGHT. THE DECK SMALL E GOLD IN COLOR WIN LAP WATTAGS INDICATED BY TIE FOLLOWING UAERICAL LEGEND: 7 FOR 10 WATTS 25 FOR 250 MTTS 10 FOR 100 WATTS 51 FOR 310 WATTS 15 FOR 150 WATTS 40 FUR 400 WATTS 17 FOR 175 WATTS 70 FOR "0 WATTS 20 FUR 200 WATTS Al FOR 1,000 VAT ALL LUMINAIRES 94ALL HAVE THEIR CU40EWS SECURED TO THE LU INAIE FRAE WITH STAIN ES S STEEL RENTING MIIROWAFE (MAR, MILTS, WXWM, HINGES, ETC.). THE MMINC, COMPLETE WITH INTEGRAL BALLAST, SMALL E MEATIER-TIGHT. 9-29.11 COMM EQAAPENT (FVLACE1EMT SECTION) UNLESS SPECIFIED OT1ER-..ISE, ILLUMINATION CIRCUITS SHALL E CMYTNXLED BY A COMBINATION OF POTGLECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-Z9.11(1) TIME CLOCK INTROS - DELETE 9_29.11(2) POTOELECTIC Ct)NTROLS (PEPLACMT TI�4) PHOTOELECTRIC CO TRCLS SILL E PLUG-IN DEVICES, RATED TO OPERATE M 120 VOLTS, 60 NZ. TME "Too CELL SMALL E A SOLID STATE DEVICE KITH STABLE TUIN-M VALUES IN NE TOPERAME RAGE - 55 DEOEES C TO .70 DEGREES C. THE P DTO-CnL SHALL. E MOUNTED Ex'ERWLLY M TOP OF THE LUMINAIRE. IN A CON/TICTOR.CONTRQLED SYSTEM, TIE P OM-CELR. M CONTROL 11E SYSTEM SMLL E MOUNTED M THE LUMINAIRE NEAREST TO THE WAVICEICONTACTOR CABINET. YHE POTO-CELL SMALL E GABLE OF SWIT04ING 1,000 WATTS OF INC/AOESCENT LOAD "M" AS 041N. 9,_29.12(1) ILLUMINATION CIRCUIT SPLICES (AMAWCEENT $gCTICN) ALL SPLICES AND TAPS SMALL E NAM USING S0.0ERLESS CRIMP CONNECTORS ON UDERGIUM CIRCUITS TO SECURELY JOIN THE WIRES BOTH NECHMICA.LY AO ELECTRICALLY. ALL SLICES SMALL EMPLOY PORY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER IIGMT SEAL. ALL MATERIAL USED IN THE SPLICE KIT 94LL E COMPATIBLE WITH THE NINE 40 ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9-29.i7 TWTIC SIGNAL CONTALLERS (W%ACDONT SECTION) THE UNIT 9ALL OPERATE M 120 VOLT, 60 ME, SINGLE PRASE ALRFNATDG CURRENT AO SHALL USE TIE PEER LINE FREQUENCY AS A TIME RASE. THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL NRUFACTUERS ASSOCIATION (MEIN) STApAD PUBLICATIONS. SAMpp1~t61 SOklflcAtlao (Rey 09A01AM) " u ' R-29.1T NNtINEU ' oo#%WS LAM AS RESISTORS, CAPACITORS, DIMES AID TRANSISTORS SHALL E INDIVIDUALLY REPLACEABLE UTILIIUG APPROVED STANDARD MOD PC TECHKIGE5. INTEGRATED CIRCUITS SHALL E NMXTED IN Soo(ETS AD TALL E EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SMALL E STANDARD `OF THE ' SHELF. ITEMS. THE TRAFFIC SIGNAL CONTROLLER SMALL E CAPABLE OF INTERFACING WITH TIE ML&TISONIC REAP TIRE, WLSTEH ' COMPUTER- THE CONTAO.L6R SMALL E CAPABLE OF BOTH W{I/E OPERATION (CONTRO BY THE WLTISONIC MASTER COMPUTER) NO STANDBY OPERATION, M CONTROLLER SMALL ESTABLISH THE SEGOAD E OF SIGNAL PHASES, INCLUDING OVERIMS, IN COFMOVAE WITH M SIGMA. PHASING DIAGRAM ON M PLANS. WHEN OPERATING THIRD" THE OW.LIE mASTEA C04WO (WLTIMUC WASTER) THE MMALER SMALL K CAPABLE ' O' OPERATING EITHER IN A FID9 TINE fM GR IN A FIA.LV.ACTUATEo IDOE PIRA VOLUME ENRITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SQUALL E ACCOlLISE: THE LOCK INTERSECTION. ' 91-29.13(2) FLA4NING O'ERATIOS (REFI.AC MEHY SECTION) ' FLASA UNIT SHALL E A TWO CIRCUIT TYPE, CAPABLE 11 SWITCHING L0405 JP TO IDDO WATTS PER CIRCUIT ALTFAMATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS CA NAPE TWO FLASHES PER MIH4TE. 9 29 1S(t) EIEACENCY PRE{MPTION (AMACEIONT SECTION) ' EMERGENCY VEHICLE 171E-0PTtd SMALL K FUNISHED EITHER AS SEPARATE UNITS GR AS MODULES THAT RUG DIRECTLY INTO A RACM WIRED TO ACCEPT IN DISCRIMINATOR TYPE LIMITS, THE PRE-OPTION SYST84 ' OPERATION SHALL E COPATIBLE WITH THE IN COMPANY `GRTIC0W SYSTEM WHICH THE CITY O RENTON 15 OAWIEMTLY USING AD WALL E CAPABLE O EING ACTIVATED BY TIE WE TRANSMITTERS. WHEN A PRE-OPTION DETECTOR DETECTS AN D47AZCY VEHICLE, THE PHASE SELECTOR HALL HOLD THE CONTROLLER IN THE REWIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLENIACES. THE RASE SELECTOR STALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL M OETECTFR NO LOW DETECTS THE EMERGENCY VEHICLE. tBEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT "ALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LAMS SHALL INDICATE POOR ON, SIGNL KING RECEIVED, CIYWIEL CALLED. SWITCHES SHALL CONTROL SYSTEM ROARER AND SD6.LATE DETECTOR CALLS FDA EACH PHASE. 5-29.U(A) WIRING DIAGRAMS (RElk ACEENT SECTION' THE CORR0.1LFR CABINET SMALL HAVE A WATERPROOF ENVELOPE WIN A SIDE ACCESS ACTUAED TO THE INSIDE GR THE CABINET DOOR. AT THE TIME O DELIVERY THE ENVELOPE SHALL HAVE FOR COMPLETE SETS O SOIOATICS AD MAIALS FOR ALL ASSEMBLIES APO A6AS5EMILIES. 5-291X6) RADIO INTERFERENCE SUPPRESSORS (RERA'D" M TIONf ' A COPELL4LEILEA RADIO INTERFERENCE FILTER M 10601-1 30 AR$ OR WL'IVALEHT SHAL, E USE: '0 FILTER THE A.C. POWER. ADDITIOALLY, ALL POWER SiPPLIES SHNV_ HAVE NOISE IW6N/TWA FROM ODER DEVICES WITHIN 1)( CABINET. P-29 IIIT' TRKFIC ACTUATED CONTROLLERS (RERACE�ENT SECTION ALL T:41K FUNCTIONS AD INPUT AND ORPU7 FEATU LS FOR FLLLY-ACTUATED, VTAIAE4XMSETY OPERATION 94AL E PROVIDED IN ACCORDANCE WITH REIN STANDARDS. THE CONTROLLER SMALL PROVIDE FDA SETTING EACH TIMING INTERVAL BY NE" OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUPCTIOLS BALL K ON THE FTANt OF THE CONTROLLER UNIT OR SWILL HAVE KEYWOARC ENTRY ANC. LIQUID CRYSTAL OISR.AY. FOR IHE STANIAV OPERATION, THE TRAFFIC SIGUI CONTROLLER PAL. %mloWAV,tA1 SR¢SItU dams ' (ANY 09.01/E6) OWQW 15 P-�f,ll(7) CONNIHEO INCLUDE ALL CMMY REpVIRED TO PROVIDE ALL TIMING AND ALL RKTIMS FOR SIGNAL OEPATION SN A FILLY-ACTUATED "ME. ST"M OPUATIOk "Ll 41TOOTICKLM MLA 1lOI OPENING OF INTUtDOW(Ct LINES. ►AILtm v W"A MAST,-A CaPuTim, OE VON 3RECIr1ED M M WASTER. M $TOMr W MTION "" M-LDA AND EE CDINCIMOAL IN PAIM TV THAT PNLY WING OtlAAYED ATM START OF STANDBY OPERATION. T14*" FTMM COPUTER SPEINISION %*LL MDT GILL LP A STARTING YELLOW. ".130 A ENVUONEMTAL ROPLSWNVLI AHD TEST 57 ^•« TRNrID MMIRCL n [IEIt&VOT SECriON) M TRAFFIC SIGNAL COINOLLER ASSEMBLIES, INCLUDING iNE TRAFFIC SIGAL COENIO.LER, pAILIARY CONTROL EQUIPMENT AFD CABINET 9AL, BE SHOP TESTED M M SATISFACTION OF M ENGINEER. TESTING AID 04XK-OUT OF ALL YD41WG CIRCUITS, ABASING ND SIGNL OPERATION SWILL t AT M Cl1Y W WON I SIGNAL SAOP, 'WON, WASMIRGTON. M SIONL SHOP WILL WA SMFZ AAAILIM a M M CDMTpACTOH FOP M REQUIRED TEST RNLNSTMTIOL.. M CO TWTTR SWELL ASSDB.E M CAN14T ATO NELARD SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A NyMLETE DEMONSTRATION BY M COITRWTOR O< ALL 1NTECRATFD COMPONENTS SATISFACTORILY FUNCTIOING 94ALL STMT M MI PERIOD. AMv 4A~ION SALL STOP M TEST PERIOD UNTIL ALL PATS ARE SATISFACTORILY OPERATING. M NEST TALL R EITTOM UNTIL A MIMIKIM OF 72 MOMS COFtINLO/S SATISFACTORY PEIPOARlpa OF M ENTIRE INTEOATID SYSTEM WAS YEN Ot OtSTRATILD. M DENONSIRATION BY THE COrtRACTM TO TIE DDIRQR OF ALL COMPONENTS fLICTIONING MVPILV SHALL MDT IELIEYE M CWTMCTOA O ANY RSPOSISILIrY IN&ATTVE TO TNE NRIPEIR RACTIOIING OF ALL NVESTATED CONTROL GEAR OEM FIELD INSTALLED. 9'-2P 1J(7)B ALAILIARY FTQIIPAlRT FOR TRAFFIC ACTUATED W rrrAL�,ERS (gp%ACPW IrCTION POWER SWITCHES THERE 9+ALL Y A WAIN POWER SWITIN IMSIOC M CAUET THAT 94ALL OEM" ALL CONTROL EQJIPNN' I ELECTRICALLY HEAD WHEN TI AD OF. THERE SHALL Y A CONIRO,LtR POWER SWITCR rANT 9W.L ROM THE CORAOLLER ND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OM:RArIGN FOR PUAGYS OF OAHGIND CORROILDRS OR LOW SWITCHING DEVICES. STOP TIoE BYPASS SWITCH TIETE SMALL Y A SWITCH IN M CABINET IOEMIFIED LS THE STOP TIME BYPASS SWITCH. IF M INTERSECTION IS RACED M rLA9HEHD OPERpT ION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITON, FE CONTROLLER SALL IMMEDIATELY STOP TOE. M STOP TINE BYPASS 5M1104 YRAI.L RHOVE OPERATION. TIME FROM M CO/HRy NO LER AND PERMIT BAL CYCLING O'ERATOPERATIONVILE M {NTERS[CTIOA REMAINS IN FLASHING DETECTOR TEST 2!ITCN EACH VEHICLE AND PEDCSTRIAN ABASE SHALL HAVE A MOENTARY (SPRING RETUW) DETECTOR TEST SW2TC�H. I WHEN DEPRESSED, THE SWITCH SHALL RACE A CAIt. ON ITS RFSPECTIYE S1QV.1L PHASE, ONEJNIETE MU ET Alt) LAp SOCKET A COAENIENCE OUTLET PROTECTED WITH A W4M FAL,, {NTEARRPTER 40 AN IWAMDESCEHP LAp SDEXr, SALL Y FURNISIEC IN M MAIN CNI ET. A MOR SWItrh F(R M LAW SHWL Y MOVIDED. THIS C1P't117 BALL BE PROTECTED BY A CINNIT MLAEA RATED AT 20 AMPS. I FAIL 516E aW M FAIL SASE U IT 94ALL MONITOR 90TW M POSITIVE ATD NEGATIVE RATIO6 OF M A.C. SOME WAVE FOR YER ALL D , WwA AND"MIRIAM WR.N INDICATIONS. M QRATION tF A OtS1AAv OF CONFLICTING INDICATIONS !ALL NOT Y LOG [NDLGMH It BEvI51RE TO MOTORISTS OR PEDESTRIANS YrOE M WNITOP INITIATES MN1AC OPERATION. THM SALE Y A VISML INDICATION THAT THE MONITOR NAS PREEMPTED M WAk O OAT ON. SMOOIwntRl smtftutlR s (ARV DN/Ol/BE) PWEA 56 t'Ef.13(1)E WIND W" NOTECTOP (LICKING. ARMESTER) M COTROLLE" BULL W* M IMVT VOL•ADE WW PROTECTOR 1101 SMALL ARDIECT M CORRNLER IMPW DREW ANY VCLTAEE SMS THAT COLU DNRACE M CORMIC LER a NFV or ITS CO OO eS. FIELD WINING, M" NAL TIDE SMLL K A TERMINAL STRIP FOR FIELD WIRIG 14 M ONNrRDLLER CMIrET, M TERMINALS SHALL EE NEoD IN ACCORDANCE WITH M SCOW IC WIRING DIAGRAM OR M 0.N6. It A OIFr1O@A WPERINC SYSTEM 71 USED FOR M CAEIRET ORIAB , TOWN EDNH MUWkS 91ALL LAKL LADR TEIMIRML ND Rt. CABINET WIRING IOEIMTIC OWINGt 94ALL MLOE THE MILD WIAINO MUMS INim M Mwf^L STRIP IS ILLUSTRATED. A COEOR ■A EAR WIM A NIMIWM OF 15 tE WO&S AND A OOU1O WR WITH A MINIIIM O 6 TERNOMALS SALL K PADVIOm. ' mm"- P I"'g-WACE LNti ' INTERFACE CO"I'A"101 DEVICES SNL EE DESIGNED AS SNNRATE WITS CA AS OmLL,ES TORT ALL& D'WrTLY INM M CONITROLLER CAN, M COMMUNICATION OMCES SHALL R USED FOR OA.LINE COMPUTER CONTROL OF M INTEPSWIOR AND SYY.L K CUTTNMLLE Or TRMSOTTINC ALL DMCTM ND S1OML STATUS IMOWNTION AND RECEIVING NO DECODING CC16" IMONMTION MOM M CCNPVW ALL IN CO/OMNNCE NC VITN1N M CAPMILI" RF M WLT1OUC MASTER CMWTER LMT ARC M INIERCOKtf CARS. IN rK EVENT OF LOSS O< SIOML FROM M MASTER COMPUTER M INTETACE COMNICATIOO DEVICE 94ALL MOT M LATEST 574rE-0P-ART DLMINCIOECODIRC, WLT[PLEAITC rEDNOLOGIES IN ORDER TO PROVIDE FDA M B7- ' DIKCTIOMI COMMICATIOM CF DATA NG 'O*V*O INFORMATION GETI M M WSM COIUTOI ND M INTERSECTION. L2P.u(1)D CONTINUER CABINETS (WLAMW SECTION) EACH rRAFFIC CONTROLLER CROW SMLL PROVIDE A RLATIEF"m ,QISINC MO NAME THE FOL D,;,C REpuINOfNTS: I. CO4T"11004 SMALL EE OF STEET STEEL, 1. M CABINET SMI.L CONTAIN BELYING, RACKETS, RACKS, ETC. tO SURIMT M CONTROLLER NG ALL AUXILIARY EgIIPMpNT. 1. M CABINET 94ALL O O ADEQATE SIZE TO PREPEALY 1EAAE M CpNTRNLUR AND AL. N1X7UtAAr EOUIPMENT NO ANY RMIRED MNINTTOWCES. A. M CABINET 91A1L NAVE A FILW= AIR INTAKE ND A VENT FM. M AIR INTAKE FILTER SAL, E CAPRdE OF IMPEDING FOREIGN SDIES, S.OM AS (01, LIME, ETC. M VENT FAN SMALL OE IN M TOP OF M CABINET ND TMEdMWICN.LV CONTROLLED. 5. M CABINET DOW 94ALL K POWIDED NITA TK FOLLOMINC: ' A. TIE MAIN WON TG M CMIK Tk T 9L INCLUDE A TWO POSITION WSTD► ND SMALL BE SEWED ■I'N A CORBIN TYPE ' LOCK. M MIN IS10R SNAIL ALSO CONTAIN A PLAICE DOOR NIrN A ' CONVENTIONAL POLICE LOCK. INSIDE THR EDUCE PANEL THN SMALL E A SIOML 0«7F Sw;•CN AMEN SHALL PROMIEIT AM S7OATL DISPLAY IN M FIELD SIT MILL ALLOM M CONTROL EQUIPENT M JEMATE 0E4 KAMM IN M 'OM POSITION. A SECOND SNITCH SMALL N M AUTWLASn SN1TM. WNEM RACED 1% M 'FLASH' NOSITIOM, COITRy,ER ROWER SMALL ADNIN CM 4I0 ' CONTROLLER SNNL STOP TINE OEPOCENT ON 9PITON MATTING ON M ARAILIARY PANEL OESCRMEO LATER. 0. M CM1WI SPILL NAVE A OCTAL ETM PRIMER COAT knER M r1NISN COR1. M FIN.SN Pr1NT COAT SNAIL BE A "RILE ALWINM OR khe tOE DRAY, 00 SIMILAR IN COLOR, CAPABLE OF MREKNTINC MAY FOR A MININM OF FIVE (5) YEARS. c, SETH DOORS (MAIN ND POLICE POLED SWILL WYE OE-PIECE AEAtTER-PEAT m.WlE -'+ASNETS._ SAD1WRAntA1 smiF1CAt1ms 1 (RAM DFUDINK) PROA 57 ► ZJ U nAMRM KACCN NNTw mrR i �p.0 VENILL.AR uaAl NENVS EREE.ACQgAT �-na+ I VWICLLAR SIOWL ML40S SWILL NRVE 12 INDI LIM SILLS UNLESS 90A" 010mlY ON TIE SIOWIL PLANS, VEKCU-M SIOAL HEM HOUSINGS 9WLL CONSIST R KPAl1ATE SECTIONS 100 K EXPANDWE TYPE rO I VERTICAL NDWING. LENS yWL. K GLASS NO*17 t.i,[. 9'EC1rICATIC S FOR LIOR 01TglT. RPiECTOM 96W.L K ALSAC. EACH SIGOL NERO 94ALL NAVE A 1'A INDN DRAIN NMI IN ITS BAY. "HICLE STORK IEA05 !WILL K CAST L1MINUR. XL SIOR4 "M SWILL MOE A YO( PLATE S INDR $UK OIT El'M. SIORH. HEMS, INCLLOIND MTTSIOE O' VIM NO SACK OF EADc PLATES 9MLL K rDOSTM •ITN TWO COATS OF FACTORY-APPLIED i TIRKIC SHOAL VELLDR NWED DOM- THE OWN OF THE VI9M5 NO FRONT Or ONO RATES 91ALL K FEWISU WITH TWO COATS O FACTORY-APPLIED Mr LADt DOLL. R . i FOWTtNG rYYbWM[ WILL NWSIE FOH A RIGID COWtCTIOI 0E7IEFPR M SIOAI NEAR NO MAST MN, ALL /OWING HARDWARE WILL K OF THE TUP-60.RT PLUWfM rwE AS 9QWI ON THE STANDARD, PLANS. POSITION R TIE SIGNAL "MS 9ALL K LOCATED AS CLOY AS POSSII.E TOM CDOG OF TIE LR E.S. i SIGNAL HEADS SWILL K HOMED ON M WAS NO WON T1MT THE LED INDICATRIOS lit IN TIE SINE PLANE APO 9" MAT THE EOrTW OF M NASING O A SIOAL NEW 9MLL. NOT K LSS TNM 16 PET 6 INDtS NOR MORE TITAN 17 FEET S 'NOES ABOVE THE OtROE AT THE CENTER Y M ORDWAY. ALL EOLTS SHALL K i ST141OL S STEEL. 9-ZP,j6(2)A OPTICAL UQTS (qn ACDW YCYION) THE HEM OPTICAL WITS %WL COSIST O LENS. RDLECTOS, LAW ALOM. AND TRAFFIC SIGAL LAWS YISILE TO TIC TRAFFIC KING CORRALLED AT DISTNICO FAIN 10 FEET TAP Spa FEAT 1Po0 ALL LIGHT NAP TRAFFIC CODIT IOLS EIIISPT DENSE FOG. ALL 6 INC( ,WJEWT IOAL NEAM 9RALL PLOT 67 OR 69 MA" i TRAFFIC SIOAL LAWS RATED raft lb VOLT WEARTtOA, S95 MINUAM INITIAL L006, KS PUNINM INITIAL LLKNS, NOD IRA. RATED LIFE. ', 7/16 INCH LIGHT CENTER LI GN. A-21 LLB. WEDIUt MK, CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS 9YLL K 'TJN M WIT" 143 RAFT TRAFFIC SIGAL LAPIS RATED i FOR ISO VOLT OPERATION, 1750 NINIIAM INITIAL LINENS, SON M RATED LIFT, S INCH LION CENTER LENGTH, P-25 L NE LB, OlLM BASE, CLEAR IN COLOR. ALL 9&05 914. 4 INSTALLED WITH THE rILNENT OENING POINTED LP. ALL SIGAL LENSES %ALL K R DE COLOR, S!ZE AND 911E AS OEICATED ON TK CONTRACT PLANS AND i MIFICATIOS. THt 406 DESIGN %WL GIVE AN WTWNEI APE DOWPANp DISTRIBUTION O LICW WIN A PDNIMM PAM TIE HORIZONTAL. THE LENS %ALL K tJAS A O 9MLL FTT IN TO A NLOIEIE GASKET IN i S+CH A MY TO P, AEA TTE INTERIOR (F TIE LENS NE REFLECTOR WEATW..YARDOF NAP OM.TIOR, T$a REFILL Oft SMALL HUE ONE PIECE. ALM AL4UK*COFONING TO I.T.E. STANDARDS. TN[ OPTICAL WIT 914E K DESIGNED TO PREVENT NR M=TIDFALE REFLECTION Or NE 9M.S RATS EVEN AT TIRES OF THE DAY MEN THE " MAY 9111E 011ECTLY INTO TIE LIPS, i 9_29,{6(')t PAINTING SIGNAL HEADS 0:140MY SE- JON SIIPAL IFAIDS, INCLUDING OUTSIDE OF VIALS ANE BACK or IMCN PLATES %ALL K FINIS49D WIN TWO CGArs OF FACTORY_*PLIED TRAFFIC SIORA. YELLOW BMRENEAEL. THE INSIDE Or TIE VIM IRA FRONT OF SAC% PLATES SHALL K FlNI9ED WIN TWO COATS O FACTORY-APRIED FLAT LAD( ER)EL. i ,mg 16c1) POLYCRAN"3 TRNTi $j2 N ORE-` 5-29 16WA a INN POLYCA114"Tt TNPrtG 10WA HEAlIS MITE i 9-2f,16(S)B IAI24 PQ,F[MBOATE -RKFIC SIOML KAOS - OCLETE Suml~tal swillcat1wt (MY 091011W Paw 5B i 51011AL HEAD W✓WX WIOQ'r• AIO Fti Ttr(g (R[MAL'DENT RCTiON` ■ VDECLE AW PBOBSTRIAN HEAD MWING HARDRARE SHALL BE AS INDICATED ON TE CONTRACT NLAM 4/0 i■ DETAIL 7437S. ALL HEWING HAPOWAE SHALL K PAINTED NIM TWD COATS Or FA6TO V ,APPLIED TRAFFIC Slow. VII1.ON EANQD D0EL. +*313. YENItiE arct:TGR tAL� r a) DETECTORS 'TALL BE LIED FDA ACTUATION O TNFFIC r',NATED LOITRQLERS ND SYSTEN M`m TION OPERATION. DETECTORS SHALL BE EITHER 0WWT(9r,tR TYPE, IIQ[TION LOOP TYPE, O1 DtWp TYPES A5 SPECIFIED IN M CONTRACT. I f-2P.11(1) D UTION LOOP Dlrm"t5 tap-DENry`SECTION) TECIGR AIELIFIFRS SNLL K SARASOTA HMEL 215E ON WITCTOH SYSTEMS WML BIDA GR EQAL, �.2� T*lAN�3OWL (RER.+FEHOVT S[criON) NADESTRIAN SIGNAL HEADS SMLL BE TH( NEON GRID TYPE, ON OTHER rVM AS SPECIFIED IN THE CDNTRACr, THE HEADS SELL DISPLAY TWO SYN NOL NESSPGES, N#Ar (FOR THE DD TOT WALA HOW) IN PORTL ND MAKE AM 'NW (FOR THE NALA WOE) IN LQW MUTE, THE NESSAGE NMLLE 94ALL CONSIST OF TWO IEOI OAS TIMES MOM IN A HOUSING N10I OF F0.YGWEONTt PLASTIC. rE LEAP MATERIAL !HALL BE R4YCNNO ATE MASTIC, NWSINGS WALL BE DIE CAST ALINI/AN 00 SHALL BE MINTED firm TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BRAND ENAMEL. THE VIM SHALL BE FLAT BLAG IN COLOR. 9'29.20(C) WON GRID TYPE iREMAC[HEM SECT-ON) ' ALL NEON GRID HEADS SHMLI DE EQ)IPPM ■ItN Z•CRATE TYPE VISONS MADE OF PQYCARftWTE PLASTIC OW040 TD EIROHATE IN NNIONTOA, THE N[SNGE WOLL.E "" WE PROVIDED •ITH ELECTRICAL CONTACTS t NNICH PLUG DIRECTLY INTO AECESSM CONTACTS IN THE MAN4GRNER ENCLOSRE MEN THE Nm11LE 15 IN ITS PARER POSITION. M POEA STJPLY TO OPERATE THE HES5AGE WDILE SHALL BE 115 VAC WITH THE YNAD" S"SL t1ENa11M. ON A AS NAT' NUT. ND TIE 'RAN` STOM OPERATING ON A X WATT NAA. ►-29 2!FLASHING BEACON Mt7f P-29.24 XRVICE CABINETS (Rm.!tiAEM SECTION) iTHE SIOMLiSTTEIT LIGHTM SERVICE CABINET SHAH.L BE AS IWICATED ON THE CONTRACT PLANS AND DETAIL SEWS. ILL ELECTRICAL CIIHGLCTGRS, WU BARS Apo LOCKTOR TEHNINNLS SELL BE CGRPER GR ENASS. t THE CABINET SHALL BE FyRICATED FROM GALYANZED COLD ROLLED SHEET STEEL, WITH 12 GAIAE USED FOR EXTERIGR XWAM MD 36 Gka FOR IWERIOR PAHQ,S. DOOR NINES SELL BE THE CONTINAWS CONCEALED PIANO TYPE AW ND =W5, RIVETS OR BiLTS SAu BE VISIBLE OUTSIDE TE ENCLOSL E. M CABINET DOOR SAIL BE FITTED FOR A BEST INTERNAL CA PIPE LOOK. THE CABINET SHALL HAVE VENTILATIOI LWYERS ON M LONER AND 1/PER SIMS COMPLETE WITH SCREENS, FILTERS NO HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GAVST. 9-29.24(1) ►AINTIHG (REPLACFNEHI cr Tim THE FINISH COAT IAL. K A FACTORY WED ON ENN(L LIGHT ORLY 1N COLOR. THE GALVANIZED SNACE ' SNFLL BE ETCHED BEFORE M BR(ED ON ENAEL IS AP0.1ED. THE INTERIOR SMALL BE GIVEN A FINISH COAT R EATDHGR GRADE Or WHITE .ETAL ENAEL. P-b 2A('7 FLECTRI Y CIRCUIT /EMIEERRS AND WACTORSER 4LtNEMT SECTI(N) THE ELUTPiCAL CIRCUIT BRiMcERS AND CONIACTOLS SHALL BE AS INDICATED ON M CONTRACT MANS AND Mlhl. SHEETS, THE FCLLOWINC EQUIPENT SHALL BE FEATUYD WHIM THE CABINET; SWDI~tAl Speclricatims (ROY 09/01'86) P" 59 i P-a.2aw WrtINUEA 1. NAIN CIRCUIT WEAER , 2. BRAEM CIACTT MAKERS S. UTILITY PLUG (120 VOLT-A APP RATED) G.F.I. TYPE , A. LIGHT CONTROL TEST SWITCH (120 VOLT.15 AP) S. OWTACTOI RELAY PUN EACH CIAS.IT 6. MALE POLE BRNOH IREAM (S, TIP LIORING CIRCUITS (240 V(XT) , T. 09 120 VOLT, 20 N► SINGE POLL BRANCH WEAKER (FOR UTILITY RUGS) B. TYPE YSI MOLL PHASE 12O/240 VOLT WOJER) NEUTRAL ER,ICE 9. OE 120 VOLT 60 ANP SINGLE POLE BRANCH SWEAV (SIGNAL lRVIC) 10. COPLCTE PROVISIONS FOR 16 BREAKER POLLS ' 11. NAND RATES PHENOLIC RACK WITH WHITE EMAAVM: EAETT THE MAIN BEAVER WHICH 94ALL E ED WM WHITE LETTERING. ALL NPIE RATES SHALL E ATTADCH BY 5.!. $CEVS. 12. METER BASE SECTIONS APE UNNECESSARY ' 4-D.23 APPLIFIER., TAA&`DRER AND TV041WY. CABINETS (REPL6CCQT SEC`ION) THE POLE WOUNM TERMINAL BOX !HALL E BADE OF MgAED FIBERGLASS. E OEY 1N COLON, E ' APPROXIMATELY 10" HIGH X 6" RIDE X A" DEEP AO HAVE A MINIMUM O 16 TtAmIWLS IRA M TERMINAL WLUDR. THE BOX SHALL E WEATHER 11OHT, HAVE A SINGLE DOOM WITH COTIUOUS HINT ON ONE SIDE AM SLEW HOLD DOWNS OI THE DOOR LQNING SIDE. ALL MAROWAE WILL E STAINLESS STEEL. ' P-SO.IA DUCTILE IRON 01PE (PARTIAL A9LACCQrt SLCTIONI PAACRAF% 1: REPLACE "CLASS 53 Am CLASS 50" WIM -LASS 52" , 9-50.7A GATE VALVES (PARTIAL ENLALIXW SECTION` REPLACE wAAGRAPN 1 WITH: VALVES 94ALL E DESIM FOR A N.MINM WATEW OPERATING 094.591E OF 200 PSI. GATE VALVES SMAL. E ION LIST 14, NIELLER CONPNNv NO. 02360, PACIFIC STATES, 11.5. METROPOLITAN, W"MY, OR Him. APPROVAL OF VALVES GTMER THAN NODELS SPECIFIED SHALL E OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS TWW 12" IN DIANETER 94ALL INCLUDE AN B" V 24" GIST IRON GATE VALVE BOX , NO EXTIENSIONS, AS REQUIRED. ALL 12" DIAETER NO LAAWR GATE VALVES SMALL E INSTKIm IN A VAULT, $E RATER STRONG OETAIL FOR 12" GAR VALVE ASSDHBLY VN.LT Ap 1" MASS INSTALLATI(AN. P-JO.IE VKYE NMBttll POSTE (MItTiK ER.ED[NT YCTtON) EPIACE PARAGRAPH 1 WITH: VALVE WAVER POSTS 94ALL E INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS WERE THE TOP OF THE VALVE BOX COULD E CORED BY VMS, SHRUBS, SARI OR OTHER RATERIALS. TIE VALVE PRIAM BALL E FABRICATED Ap INSTALLED IN CUlO6AACE WITN THE STWARO DRAWINGS. ' 9-50.5 HYDRANTS (ERAC:TN NT SECTION, , FIE HYDRANTS STALL E IOWA, OF APPROVED MAL. APPROVAL MUST E OBTAINED PRIOR TO BUD OENMN , 9-SO.3A END CU6EC7IONS (E3-LACt)0T SECTION) HYDRANTS 94ALL E CONSTRUCTED WITH NEC ANNICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BIV ' PROPOSAL DESCRIPTION. SNDOIAAWntAl swif1c9ttwNf ' (RAY 09i01/66) Pape 60 Is .aa M/LO/60 k%) 1 e '(Lill) ;IAA30M W30MN WoOILL As 03DD alk INI Im-3 4OOOlta11 ../I-I 'CPC9'. ILLIIM.ta im ON Stl'. o.nu 10'0 'So.TNI ':k Snwm Of 'HONI , rW SG'A U .WYAw ILA.s NJN DU Nll. %VIOM bM4 IM ► IM aMI KNI WN SNAft Ell i ati.auc 'MO1104 MIIN MVP EM MOMI L/I I ONA 'S"I c A0 WA'M. OM LTWI M341 0 . MIIM at."%-0 VIA Ol OMI11C/O0 (IYKAY ft WIN Ofame) 3IA1 AMM ■ 1L16 S1www TWA , :41I11 t mMIIO.wd 171NM 5cY75 VIFAiji ' SPEC -AL PROVISIONS rCITY OF RENTON SHATTUCK AVENUE SOUTH INTERCEPTER SEWER SCHEDULE A, SOUTH PORTION SCHEDULE B. NORTH PORTION SPECIAL PROVISIONS 1-02.4 EXAMINATION of PUNS, SPECIFICATIONS A7D�� SfTE OF WORK A limited soils investigation for the project has been prrps:ed by Converse Consultants Northwest, Seattle, Washington, dated September f ems A copy of the investigation is included in the Appendix of these Speeificaclona. The limited investigation is aclely for design purposes, and it snail be considered is only. There is no t regarding typo of moll or subusrface conditions within the project guarantee arcs, nor is then Quarantee as to completsneso or accuracy of data In the report. CO<QTRACTOR shall make his ovn independent examin- aroje of Bolls and subsurface conditions and their effect on the t Project. ' ` -07 LEGAL RELATIO,,S AND RESPONSIBILITIES TO THE PUBLIC 1- )7. 16 PROTECTION AND RESTORA?ION OF PROPERTY SUPPLEMENTAL SECTIO4� ' Private property such as ,lance, shrubs, trees, fences, and rockeries within the public right-ot way he, be removed and restored to the satisfaction Of t`e proprrt% owner. It shall be the Contractor's ' responsibility to notify each property owner when it is necessary to remove such improvemen., to faeilitare the Contractor's progress, and to remove those Lmprocementa to locations Con rct is by the ' property owner or to rrss p them to their original location in ■s near orlginel c ndttion as poaalblr, Such removal and restoration shall be considered incidental to the project and no further compensation will be made. ' 7-17 SANITARY SEWERS 7-17.3{ilA SEWER TRENru_(SUPFLEMENTAL SECTIONI ' All excavation, lacink of pipe, and backftlling shall be done in Workrdparc Ct f the latest ashington,Safrty Standards for Construction Pate i EN SUPPLEMENTAL SECTION1 . Continued )A 5EWER TR exc STRU4TL'RE EXCAVATION CLASS A OR CLASS B• gewer Trench axcsvatton and backfill shall be done In accordance with Section the trench are *1pp rk tandtarefnat considered auitabLecfot reuse as backftlltod to be lot and ntTherefor+, it is recommene,d areas where acre n er.c settlement of the trench backttll toobject- grained, ' tonable (such as under acraefro• with Section that trench apnila be hauled from the site and be wasted and that backf111 materia'. be Bank Run ClasaeCA gt�a�tanaccordance 1 26-2.01 of the 198! APWA Standard SP the std+s and under the initial backftli should be camped •long the rox- hwncMs of the pipe and should extend at leant six inches ov preen- cop of the Ftpe. The fill should be placed lh chin lifts (0 as determined by the ASTM 0-1557 imac+ly eight inches cr less) and ompacted co at runt 9 p of the maximum dry density 1 compaction test procedure) . Dewa urine shall be performed in x hereto. The ocice of dewater- accordance with the recommen a• tiara of the soils report in ApppPendt ing shall be included in he rbee mad bid it.-, for satyr pipe and no additional payment ' 3 1 A FOUNDATION SUPPLEMENTAL SECTION) sand and soft silt. Foundation Boil will most likely be wet Expoaed foundation polls are expected to sonars- of vary loose andfoot traffic on and will easily be smooth bladednDu°trenchactivitteshal�xbavovern should be p foundation Bolls should be es an Bed, an six inches or less -otect foundatthan ions one excavated at lease 12 Inches and backfilled with crushed roc in o quarry Opal's not exceeding surface and tosize the base of the gall to rovide a stable working the deep- At soils. Where ?*at or organic soils are expose: provided with s later of trench, chin overexcsvacion should by az least manhole locations, manholes •hall be P Inc crushedtrock o prosrry tect found as ation soilslmended above at least ! ' -!; j ! B PIPE BEDDING SUPPLEMENTAL SECTION cho accordance with pipe should be bedded in BridReral and MunclpaleCo' This tin lutOn desnfour Standard Plana for Road, Pipes- plan B-18C; for both rtg'd and flexible pip Inches of bedding material below the Pipe- Page 3 17.3(1) B PIPE BEDDING (SUPPLEMENTAL SECTION) , Continued The 19-inch diameter pipe shall be bedded with pea gravel or ap- proved equal , This should extend at 1aast four inches below the pipe and up to the sprinFline of the pipe. Pea gravel bedding should meet the below recommended gradation limits! U.S. Standard Percent Passing, Steve Size by Dry Weight 3/1-Inch 100 114-Inch 30-100 No. A 0-5 %.,,j A SURVEY LINE AND GRADE 'REPLACEMENT SECTION) Construction staking, as-built notes and drawings shall be provided by the Contractor's surveyor as provided in Section 1 -05.5(2) of the supplemental specifications. ' ,he laser method of establishing line and grade mar be used a❑ specified in Section 1-05.5(1) of the supplemental specifications, 7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTIONI TEES/STUBS. Tees shall be installed where shown on the plan, or as directed by the Engineer. The unit bid price per each Tee shall be complete compensation for all labor, material, fittings and ' equipment necessary for complete installation. The unit bid price per L.F. for 6" sewer pipe shall be complete compensation for all labor, materials, fittings an,4 equipment necessary for complete installation; including excavation, bed- ding, backfilt, placing pipe, connection to existing side sewer, removal and replacement of concrete curbs, gutters drive- ways, and sidewalk. No tunneling under the curbs, gutters, sidewalks or driveways will to allowe . 7-17.5 PAYMENT (SUPPLEME1.rAL SECTIONI WORK PERFORMED UNDER THE Contract Mall be paid for according to the Bid Items shown in the Proposal and Schedule of Prices. Paymenr shall constitute full compensation for furnishing all plant, labor, equipment and materials, and Ferforming all operations required to complete the work, as specified, and as shown an the drawings. Payment shall be made unly for those items specifically shown in the Proposal and Schedule of Prices, and all costs which do not appear as a specific item shall be included into one or all of the Bid Items. Page 4 ' 7-17.6 AUGERED OR BORED CASING AT BIN RAILROAD (NEW SECTION) At the locations shown on the Plans, a sewer pipe crossing of the Burlington Northern Railroad trackage shall be made by jacking, driving, or augering a steel casing pipe beneath the surface. No ' open excavation shall be allowed. Diameter of casing pipe shall be sufficient to allow installation of the utility pipe and also to provide allowance for adjustment of the utility pipe to proper line and grade. Wall thickness shall be sufficient to withstand install- ation force and loadings and shall not be less than 0.531-inch. The sewer pipe may b* eitler pushed cr pulled into the casing pipe. Shims of skids shall he used to protect the pipe and place it in position. The sewer pipe shall be adjusted to line and grade, and shall be permanently anchored of blocked in position. Sand shall be placed in the casing pipe so that all voids will be filled. ' Care shall be used to completely fill all voids and to prevent floatation or displacement of the pipe, A seal or plug to retain the sand shall be installed at each end, ' The requirements of the Railroad as contained in the Construction Permit or as issued by o�sl instructions of the authorized repre- sentative of the Railroad shall be folLowed by the Contractor, 7-17.7 METRO TAP; CONNECTION TO METRO (NEW SECTION) The Metro Tap shall comply with details shown on the Plans. In addition, the following requirements shall apply: 1) Mr. Jim Hawthorn of Metro (phone 684-1303) shall be notified at least two working days prior to construction in :he vic- inity of Metro's 108-inch diameter Eastside Interceptor, Section 1 , 2) During construction, no debris shall be allowed to enter the Metro Interceptor, 3) Plans for dewatering adjacent to Metro facilities shall be submitted to Mr, Jim Hawthorn for Metro re-lew and approval at least five days prior to construction. 4) The connection to the 106-Lnch diameter Interceptor shall not ' be backfilled until it has been inspected and approved by Metro. 5) The new connection shall be made by core drilling and use of a Kor•N-Seal Boot as distributed by P.I.P.E. , I71C. , 4601 South Orchard, Tacoma, Washington 98409, (206)623-7772. 6) The connection shall be plugged and not piit ie.to service until the tributary system has been cleaned, inspected, tested, and approved by the City. 5 7-17,8 MAINTENACE OF EXISTING WASTEWATER FLOWS (NEW SECTION) ,'age All existing sewers in the project area are in active use and, therefore, in performing the work included in the Contract, the Contractor shall make adequat- provision for maintaining the existing flow, iiverting the flow or storing the flow for later release. Work involved in •be maintaining of existing wastewater flows shall be subject to the rollowing; - 1) Diverted, stored or bypassed wastewater shall be returned to the sewer system and shall not be released in the ground or on the surface. 2) Ground water, dirt, gravel , and construction debris shall not ' be allowed in the sewer system. 3) Wastewater flows shall not be impeded or stored so that it will create a problem upstream. 4) The Contractor shall prepare a step-by-step plan and time schedule for completing this portion of the work. The plan ' and schedule will be subject to City pproval. 1 7-19.9 SALVAGE (NEW SECTION) Where shown on the Plans existing manholes, Lift Station No. 8 and ' short footage$ of existing pipe shall be demolished and removed, Manhole Lids and frames shall be salvaged. At Lift Station No. 8, in addition to manhole lid and frame, the following items shall be salvaged: Pump, piping and valves; float switch; electrical acces- sories; circuit breaker and service switch; meter stand and protec- tive electrical boxes. The Contractor shall notify Puget Power to discontinue service and shall turn the meter and accessories over to Puget Power. All materials which are designated to be salvaged shall be carefully ' removed from service, shall be surface cleaned and shall be delivered to and unloaded at a designated location at the City Shops. Once salvaged materials are removed from service, it shall be the Contractor's responsibility to protect tram from damage or loss until delivered to City custodv. 8ackfil,1 and surface restoration after remo,:al of manholes shall conform to details shown on the Plans. Gravel Borrow for backfill shall be placed in lifts not exceeding 8" and shall be compacted to 95% density per ASTM D-1557. Broken concrete or rubble shall not ' be included in the backfill unless the pieces are crushed so that the maximum dimension of any piece is not more than 4". Abandoned manhole base sections shall be drilled or broken before backfilling to allow drainage. 1 Page 6 7-19, 10 REPLACEMENT OF CURB, SIDEWALK, LANE MARKERS AND PAVEMRNT MARKING (NEW SE TION1 Where sewer construction affects or damages curbs, sidewalks, lane markers and pavement marking, the repair or replacement work shall conform to the applicable provisions in APWA 1984 as follows, Cement Concrete Curb 8-05 ' Plastic Traffic Buttons B-08 Cement Concrete Sidewalks 8-14 Pavement Marking 8-22 ' Traffic control, detours, barricades, temporary markings and safety shall conform to provisions of 1 -07.23 1 e i ' Converse Consultants NW 1 October 22, 1986 86-352iO-01 Williams, Rotn b Associates, inc. 909 Kirkland Avenue ' Kirkland. Washington 98033 Attention: Mr. Donald M. Williams ' Subject: PE000?ecl Sha ON tttuckNICAL AvenucMVncer eptolr Renton, Washington ' This report summarizes the results of our limited geotechnical invest'- ' gation for the proposed Shattuck Avenue interceptor Sewer in Renton, Washington. We described our planned scope of services in our modified tproposal dated July 11, 1986, and received authorization to proceed on July 14, 1986. The purpose of our work was to obtain and review exist- ing . ibs,''ace information, evaluate subsurface soil and groundwater conditions, develop geotechnical recommendations to aid in the design of the project, and recommend further investigation if necessary. We understand the proposed project wtl, consist of a new 18-incn diam- eter ductile iron or PVC pipe beneath Shattuck Avenue extending about 1600 feet from South Fourth Street to South Seventh Street. The invert ' depth will be approximately eight feet at the north end and at the south and the new pipeline will tap into the existing i08-inc diameter E- RO ' Eastside interceptor which has an invert at a depth of approximattlY 28 feet below South Seventh Street. The pipeline will crossunder the ' Burlington Northern railroad embankment (a- Hauser Ways in a nch diameter jacked steel casing. ' dom•n•ce "WIS Nw gi,Ehwu a.•nw Smte ado S+a onowi." 121 je Q�a�M �, A wnOtt,Ow,va soovo'h''I TM can.wle pf~Qne1 dt0u0 ' FIELD EXPLORATIONS iThe field explorations cam$I$too of one boring ar,tlei to a depth of ap. Proximately 2S feet on septemw 11. 1986. Bdring B-1 was locatea approximately on the alignment centerline and about 10 feet east of the pavement edge, as shown on Drawing 1. Drilling was Accomplished using a trucx_mountei Mobile 9-80 drill rig using 1-7!8-inch inside diameter (M.) hollow Siam auger. Samples wera abtainei at selected depth in_ tervals in cbn;unctlon with the Standard penetration Test. Drilling operations were observed by one of our field angineers wnd classified soil samples AMC togged subsurface conditions. At the completion of drilling, an observation well was Installed to Permit future monitoring of groundwater levels. The observation wait Installation consisted of a one-foot tong, slotted PVC tip placed at the bottom of the hole and a 7/4-inch diameter PVC riter pipe extending to the ground surface. A cast iron monument covar was Installed to protett the observation well. ' INFORMATION REVIEW ' We conducted a search for available soils information in the area of the proposed sewer alignment. We reviewed a soils report entitled "Final Soils Report, Eastside Interceptor, Section 1, R2018, Renton, Washing- ton", dated May 12. 1961. In addition, we rfnriewed as-built drawings of the METRO Eastside interceptor, that is located beneath South Seventh Street at the south end of the propose! alignment. information from selected boring logs found In these references were considered in our analysis. The approximate locations Of these bdn ngs are shown on Draw- ing 1. The boring logs are enclosei at the end of this report. We were 1� unable to locate any additional soils information in the vicinity, al- though attempts were made through several sources. 1' Cow»M c""t"ts Nw ' SUBSURFACE CONDITIONS Conditions encountered in boring 8 generally consisted of rtcent alluvial deposits underlying approximately 1-112 feet of gravelly sand road fill. The alluvial deposits consisted of an interlayerta sequence of Sand, silt ono Silty Sand with Occasional organic silt laminations and gravel layers. The soils wort generally vary loose to loose or very Soft to firm. A summary log of boring 8-1 is presented as Drawing 2. Tha groundwater level was measured at the time of our exploration ' (September 11. 1986) and one weex after drilling was completed (Septem- ber 18. 1986) in the observation well . The groundwater level on both datts was approximately 9 feet below the ground surface or at about televation 15-112. The boring logs from the METRO Eastside Interceptor report showed a general alluvial sequence similar to that found in the boring drilled as ' part of this investigation. The groundwater level indicated for the nearest boring drilled by others (B-8) was approximately elevation 20. ' on September 9, 1960, wi,ich is several feet higher than the groundwater level measured on September 19. 1986. ' DISCUSSION AND RECOMMENDATIONS ' General ' .he proposed prt,ect apptars feasible from a geotacnnical standpoint. Nigh groundwater levels will meta to be considered in both the design and construction phases of the protect. Although relatively soft, com-pressible soils exist below proposed invert levels, net loading Of these soils should be nominal or negative, and exrtnSivt overtxcavation or I� pile support is not anticipated. 1, '' CJnN.N COMYllenlf NW Dewi ter og ' The groundwater Tavel at the time of our explorations was at a depth of about nine feet below the ground surface (approximately elevation 15.112) and was reportedly at elevation 20 in 1960 in the vicinity of the southern terminus Of the project. Excavation will reportedly extend as deeD as approximately tart feet below the ground surface along the majority fo the alignment. The connection to the METRO Interceptor will be atvroximattly 1` feet below the ground surface. The water-bearing sang, silty sand, and gravel Zones at invert levels art relatively ' permeable, in our opinion, dewatering by means Of Sumt, will not be adequate. die recommend that dewatering wells be installed prior to starting excavatior The dewatering system should be designed and In- Stalled such that groundwater levels are lowered to it least two feet below the maximum anticipated depth Of excavAtl On (in,iuding at least one foot Of Ovtrexcavation and replacement). Portions of the soil profile are relatively impermaeble (silt) , and it is possible that the dewatering wells will extend into more permeable layers (sand or grav- el). Ne recommend that the well casing be slotted and backfillea with gravel through the entire length to intercept ail contributing soil zones. Dewatering may induce some surface subsidence in the vicinity of the wall ; therefore, wells should be located away from structures that I� could be damaged by settlement. If signs of damaging settlement devel- op, a groundwater recharging System may be necessary. Detailed assess. ment of building settlemert is beyond the Scope of this repot, but based on previous experience in similar soil conditions, we expect approximately One to two inches of settlement at the trench due to increased stresses during dewatering. Excavation �1 Considering the generally loose or soft consistency of $ail to be exca- vated, we anticipate that conventional excavation equipment will be adequate to remove the materials from the trench. Temporary shoring or A laying box ahOuld be used to support trench walls and protect workers. Stability of trench wails, and the protection of workers and adjacent utilities, is the responsibility of the contractor. cOmun'C0N.11"'.NW Founoat �s Exposed foundation soils are expected to Consist of very loose silty sand and soft silt. Even If the groundwater level is lowered as reCom- mend04, foundation soil will most likely be wet, and will easily be disturbed by Construction a4tivitles. We therefore recommend that exca- ' v4tion be performed with a smooth-bladed bucket, that foot traffic on found Lion soils be minimize", and that the trench be overexcavated at least 12 inches and batkf111etl with Crushed POCK or quarry spans not exceeding six inches or less than one Inch in size to provide a stable' work'ng surface and to protect foundatioh soils. Where peat or Organic soils are exposed at the base of the trench, this overexcavation should be at least 24 inches deep. We recommend that manholes be provided with a layer of cru3he0 rock or quarry spans as recommended above at least 12 inches thick to protect foundation soils. For the recommenoed means of support, a design bear- 1 mg capacity of 1,000 pounds per square foot (psf) is recommended for manhole design. The silts are relatively compressible; we estimate that net increase in vertical load below manholes Could cause settlements on ' the order of 1l2 inch for manholes, and approximately one Inch along the trench, ' Bedding (' The 18-inch diameter pipe may be bedoed with pea gravel . This should exteng at least four Inches below the pipe And up to the springline of the pipe, pea gravel bedding Snculd 'meet the below recommended grada- Coon limits: U.S. Standard Percent Passing, Sieve Size by Dry Weight 3M inch 100 1/4 Inch 30 - 300 No. a 0 g Canrm�Can,ulhnn NW •d- jBack Fill ( Soils excavated from the trench art expected to be wet and fine-grained, and are not Considered suitable for reuse as backfi 11 in areas where subsequent Settlement Of the trench backfill is Objectionable (such as under streets). Therefore, it is recommenotd that trench spoils Oe hauled from the site and be wasted and that backfill material be bank run Class A in accordance with Section 25.2.01 of the 1985 APNA Standard specifications. Initial backfill should be tamped along the Sides and under the haunches of the pipe and should extend at least six ihCnas over the top of the pipe. The fill should be placed in thin lifts (approximately eight 1' inches or less) and compacted to at least 95 percent of the maximum dry 1 density (as determined by the AST1l D-1557 compaction test prcceourt) . It is recommended that backfill adjacent to manholes consist of bank run class A material as recommended above in order to facilitate placement and compaction in a closely confined space, the tilt should be com- pacted similarly to subsequent backfill for pipes. It should be brought 1� up evenly around the marnole so that unbalanced lateral earth pressures do not develop. - Earth Pressures For bedding and backfill placed AS described above, we recommend that the pipe be designed for vertical soil loads equal to or greater than those presented on Figure 1. The values shown on Figure 1 are oasec on vertical trench walls with a trench width of 3.112 feet, and moist unit weight Of baCkfill Of 130 pounds per cubic foot (pcf)1 n0 safety factor has been applied to the calculated backfill loads. Figure 1 also fndf- cates loads On the ,jacked crossing, assuming a moist unit weight of natural so11 of 115 pcf. A modulus of sail reaction (E') of 400 pounds Per square inch is recommended for flexible pipe design. Figure 2 may be used to estimate additional traffic surcharge loads. canxoa Canmuum ww Vertical Soil Pressure �kiosilin. ft.) 0 EO =0 30 ¢0 SO VEiT AI 'PENCH-EONOR-IONS V °d y a 18 le ' JarkerCaslna _�---'�------ I ` =-=C.�sumea-en+i-wrt9nz-o�+ac. 1�-0c�.1T - _-�^—ASsumeQ-wtC2Mof t,�ost_too j-�.. Pipe—i.-0;.=1i-''-i�'--—i-- 1 c r _ - _-A-- VI-- ntt--wet RL-of� At:tf61-sotl+k15--^ccf-'tcnesiert+i9Q-;s}4 SOIL LOAD ON PIPES �s SnAT,%CK AVENUr INTERCEPTOR SEDER Renton, Washington +50-SS21: for w;iliams, Roth anc Associates Converse Consultants NIN'� •°ww�.w�erti 1 0 1 i 10 15 20 ,_ -- Truck I`Wading 1 _ 26 p 30 0 0.2 0.4 —�0.5 0.8 1.0 1.2 VERTICAL PRESSURE AT TOP OF PIPE - KIPS / SQUARE FOOT 1.) For traffic loads multiply curve value by pipe C.D. in Feet. 3 2.) Curve is corrected for following .clues! lDepth in feet Imoact ;cc-or I 3C'S I I 2 20% i 3 10°'° I I 4 or more 0% 3.) Bockfill loads must be added to traffic load. TRAFFIC LOADS ON PIPES SNATTUCK AVENUE INTERCEPTOR SEWER Renton, Washington 86-35210 for rliiliams. Roth and Associates ryws na Converse Consultants NW 2 MarhOles should be designed to withstand lateral pressures as would be ' exerted by a fluid having an eduivalent density Of 91 Pounds per cubit foot (pCf). This value assumes granular backfill acting in COmbinattOn with a full hydrostatic head. An ultimate passive resistance of 400 pounds pe, cubic foot may be used ' for calculations concerning the Jacked crossing. UOIi" We have esU mate0 uplift potential assuming manholes will be five feet ' 0.0. by four feet 1.0, with a six•inch thick floor, laseU on this ►a- SUMO ion, it appears there may be a potential for buoyancy due to high groundwater lrvels. The design engineer should evaluate uplift poten- tial based on actual manhole dimes Sions and wellghts, ue recommend that the groundwater be assumed to rise to the ground surface for this evalu- ation, ' Uplift can be resisted by increasing the weight of the manhole. Altar. natively, the base of the manhole can be provided with an exterior flange so that overlying soil resists uplift. For granular backfill , as discusseo above, a buoyant unit wetgnt of 65 pcf is recommended for design purposes. Only soil directly above the flange Should be con- sidered. Uplift of the pipe may be resisted by a column of granular backfill having a buoyant unit weight of 65 Pcf except along the Jacked crossing. FOr uplift resistance for the Jacked crossing, a buoyant unit weight of 50 pcf is recommended, Cannrw ConwMnq wW 1 •e- rThe conclusions and rcomaendatl0ns vinmarlsed in this report were pre_ 1 pared In accordant% with generally accepted professional engineering principles and practices. There is no other warranty, expressed or im- plied. 1 ik appreciate the Opportunity to be of service. I1 you have any Ques- f1 d ons V comments, or re0uire additional services, please call, 1 CONVME CONSULTANTS 8W Susan J. 4noyar 1 Geotacnnical Engineer � 14%an E. Ryden ,J...• rprincipal Engineer f r S02/0Elt/kpp 11 fr Ir �r �1 1 �r �r 1 'r tanrwe Con�Wbmr NW wA�z w , t n T m All Iy &HATTUOK AVENUE E_T SOUTH be � I ILKglMO' AYOi u.IT.i. eu11nJ IUC.11on • SITE ANO EXPLORATION PLAN SHATTUCK AVENUE INTERCERTOR SEWER �•'• NOTEO 9.nlon. Washington K"lERT i! a otoo �° for WINHIme, Roth And A..ouaor Gi'r'im V.:.. •CALK .N IKKT man t T• . 13+' ® ConvTs•Consultants ••..=«Mil 1.11 O.n,.e:g/11/86 SUMMARY. BCRING NO 6-1 nlr.nex. 12Af .•�t� ��d�ee` ♦ e� d��. ::::.:�.... ... .N ................ .........N...... O r J e' w e`�.�`� e� � oucN•.ww ,..w,.. I.MeI YNlN! CO•f.l.l.Y♦ o r-`Tbnw , SW mo s. med,am — f2AI fine to coarse dense _ SILT; gray, trace to some fine IAL/ very Ivey 5sand, interoeddea with silty sand, S14 ml st loose tot. trown to gray, fine, trace organicsi ( loose, occasional organic silt laminations very and rust staining in upper 5' soft tofirm 10 /18IP6 - I' gravel , fine, gray-olack, wet I medium little fine to coarse sand dense (L IS Ir aA 20 _ 1 Fi wet 5A 2 I I very firm 25 4 moist -� Bottom of boring at depth 25' -I Piezometer installed to depth 25' , with 2- hydrotip at bottom, backfilA with said and cuttings to i' , installed mondmPnt at surface. I i • -M....... NI..NNN f..J-,/.'O.O., t-1:]•'I..r .•.1\M..e C`.w.Y..Y.n 0\-.Y M,.. • '�\\M O ]...]-O O..N.\x.N,..xx I.NA.N M,.M..NN •e-N\I• W..t-FV.W,.. . w .ull♦ .y\\N\.N.V SdA TUCK AVENUE INTESCEP'Cn "', Renton, Washington 86-352- for Williams. Roth and Ass^c-a•es IftM —a va �, iw Converse Consultants M..H.S`„n'egl 2 CALCULATION 5== M ETnCPCl :7AN ENGINEERS 1, 3fi' L t we SING TON DATE ORlG LSO � �T- idvtG fuRia C:wG I , .i M�'rrtf0 G4^.ri.v ?2JY:.--Y✓ftY 06 CI Y'SO uvGCO- JOfT I V i NCi Omo G.2d W, LOGVd Tp Ml,=/LM LGCS( 4 :(ti 77I J I I I S 4 I = N 2C��rr.�•-•l ^'21Y S.•::.^- OND GC:V6G. 1 yI l- 3J 4lNG C 38= -0 FG 52.1 �= Wd T24 GONT£NT /CO C GC 40 2C C /f0 /2O 90 I--� Oe YD1 N,bTJ� e0 30 O I iVd TP2 Le VPG. NQT eEG0�2.?E'O I OATS ST �0! NG. TfTIE SNT. NG. \ r O A- ^T r METROPOLITAN ENGINEERS s[aTTLs , wishlNO'ON N(^j E rlh+c� , .:GTg GE:LL PO Sj tG -3;'roC %COI I I 'w _ Sy�O :•.p _i.:/[L i<rLL� Z CFI. 52AY SND WITH JG'�+i S" , f { "�'��� L. c.- ArA'S rJ NO w ".+ �.:_-r ✓teT 'Nf. SAND JNG ✓Cir r �'•IE .it.V DY cA✓i2S r %D� ���� - •, j.Ql!J/4�� GENE �iNO— LC�36 __-- _ J I ' QOM6 S+`ALL__ff�3.A✓E.L. I r- W .. 'J4CWN Si NO AND GZi vt:. w;ry V ,.iL7' II�w CE,t 41 �• '� 620wN G.ZAVEL (':vGTS2 td AQINC, d[CnA'! AlfO+I/••I-C?A 43i SANo W+7iy �� I I i •.'. -c'6-4 =A YE - I It.• .I 6¢tDQS ass VE_t-A,vC •---{ e+NDee-GLMSg - cc c ' dCRrvO CASED T'p EL.773 G2Y CiNXr rr 11 � liTE p• Ty T C■ NC. I [ r I SNT, STANDARD DRAWINGS r Y ww N.wl r f�lllryl4! N•YW wY\w+Y Yq I /N11M Yl NYwlrr rrnl M.W.„prM:y y I Rllfl !yY N W! W,xn IrVr41 I , Nir rlN 'Iir rlN lWrWI wnYlYYl.n I ," Yw Y YY�YfI Y! r+11 INI w +W.1'Ywl InrNYI rYrY t«(YM M.Y ylY 1•.Yyf nn.W wy[I W 1 ryw rry Nn r fMY IW I .1— � 1' 11111 wy ryy( 1'I uxY Nyl IY r 1 IW V I+NrIYI Y� TYPICAL BUILDING SEWER INSTALLATION PLAN — I t Y IpN I ter/IR Nr1xy Nw.:,lMr Ilr ly ' rrl ^ I _. twr Iwrlw IN.nw rl(wnrY V W rINN. \ _Y Iwy IOM"rl 'r1•r nYYI I (J� ♦.. n r:y PLAN BULDING D' '3 +! rn FOK LOW I NG•/ �8 Nra n raau /.1 Wrux NRI[wnenw`Y N.1r n4: w1Y YCW[!/IY IR �I: �.-=wY!Y IM Iy W N ryY l/Y11Y Iyy It wNl YIYIN.I N ilrN ly f IIw.xN YI�YrIr4 INy(«Y�f!!0 w 'R[uYl NIr,rR\+ +' y • �ylY1 YIrNY 4w.tM lyl. 1� y. YMY! In.nll.W ArY Y / i1RxN«II W/I«rL MI lY Y MY.y Y Wyy!N M 111Y W:+W 4.L 1 f111N Ylyll w Wtw�y F it 4i\II wM ,W\N nYOwll y.wrnVlWr [ 1 ;'r.N11w 1IW1YN11' NI/N[I MI y«VI,:y S ' 'Y 'LYr Y W I MI yylrq�YlY%IfM .N01 N yW N �<Y Y, 1 {�✓Ix, :Ny 10 f i [41 IN If I�rY 1 fYYl�w nl.yr\!:y«y II«IF :I I M rtllnr.:y IY rNn'Irw y 1111:R YIINy\INr I � 11Y[MM 1111f N.[rl•Wlrrr[u1M W 1'N Mw S y111 �IMY[V Il\Y}rl<rr rY1.I MYy1 rlrY •V �I �{/I iHY1 Ml1f nl �1•111 N«N W y111Y rW111ry[WIW�1�,I . .. ylM!nf1R�;rY N' YNM[MI n tMl r I Ir In:.lr,ni: y r�N PLAN wiiil.�iili. yWwl ^+++uNI,IY'wr41°;it Ywlylrlli x.rltY,iiy wnY\lyF llw• Blfl YMf(N+w IN L DING SEWER I w r,r,N YIW,r MI IN5'4lL C`Ipp MnwM wwnr4 1•.w ry.... ....., Y Y.K iYriri: \.M.M4:/w w!lnq .wyyc rp[• 4.fyNN 01 N YVf ;4. r0.\OCIIIVM!1110111 .OU DY SEWER STANDARD DETAIL CITY OF RENTV ' DEPARTMENT OF P I � [lLIC WORKS un}Era1 N.19e4 ��I\MY Wu 6" SIDE SEWER AND BUILDING SEWER PLAN l �f V nn ' •a<�ix �•• NI{n wl WI M WI l IlyNrn M n nN IrN\IN♦1rv� ✓ rN rN♦♦NI `M♦IW h1 w11�YY Iw'NIri.N Y\ ♦v [nn♦r ML ♦'\q MW� CONCRETE BLOCKINi r by m ANGLE OF TEE AT WN OVER 25• ELEVATION S...I`MI m n w rnx\u♦ ' N{Yn{Irr MN RN NIIININ,NYIr\f 11 NI IIn M\Nf\NN NM1 r,M1,�""II Ntyl• 1•I rl N♦ )N��,��fir.�u♦f n wI0Ki0[MLN Il <w�NvlB rl NM.WM uN W N 1{ � �.. .J�Lk11lIJN♦L_ ' TYPICAL BIKE SEWER ELEVATION SIDE SEWER INSTALLATION :n. InLounanf Nro+l wu ora +flw .nc•ro+f r foou+.saff SEWER STANDARD DETAIL ' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS . xN iw w INuu Nw "V e\I4+U•w ••N N VNnf4N1\N+ tW'•w\tM.IMf rrw'riw[M'4 rc wf+•�rw• o ro u r NNI ' M•VtVI WN•Lt iWYN� rreyN!V»NNN W 1V1.11 .r. NAYtVNN , ..We nN 1 �<IrWp rWWtw NM' IMI NN• 1 f-ylr.r N Nvl PLAR --tw{Yn YWNI Kew, DROP STRUCTURE ^•' I.so.' 'Ir; a, :r Nrewl rlYw'V W (WN» Prrw•V NNnt nS j •INL'V Nit•Y w1Yl �IY V'Nwl eW W Yrl, „WNe tWIrW» _ '1� t rM. WIY+YW VrI1Nf / YI lwW,Nw • 1 .1 •Wr NV Vw11 Ii N4m xlV iV•M �/ INMMV Nm Nn V I•I wWNe �.� VIIIIO.V.,rV[•V W NRw aweW,n es I � �, Mn1 w ' � �•1 r• rca+r �,� rx•Yw 1YNt»WN �'r •- ' I Ault r w•m n rn. .t"_I��y��,1I �'� • ' Y J ��Mw\w�NUWY1 �IwwwW»• V 1 NIWeVNINtWW i.WeWm ^ .-f4.l tWru� MVY Im+Yr `WWrt+i'�N SAFETY STEP LADDER L 'rtwwnl..ww.'w wn• r Y1 9HORf MANHOLE NrW W1. �" •�Aea LESS THAN a'•0' DEEP "!'W•W.+..-. "1^.^v °'•Iwi�.Wmlr, ! M f 40rt .•r.11YY ' .nl W tM,Mr,LW ' Yt 1•N[rIW n • • Y�\Ye VNI'.. N wrV rx•4 f YrIV. 1 iw*��N�4 twWieixlee w <W�w��i1Ni•I mom "a KOD" .'r inN.rw r. n� s'W»•+m•NI u rW Wfll tW,r•',� YN A•w IYr p"r M" ' �w+V�fY•NM• • W�Y'rw 1•W Wn rtnn•uYn�•\'N 11 4W\+nV•p Iwl 4YN1,N,m•n.n 1wNN tY•W1 w' W M\iV IY�r N N YrW VN\ w^IINNV\•I�,W r<V1111Y1 r0 �� 4nNWr nW vrN y+ N•^'t roNMf N lYl N t. \.•.� �•IwL'V NIl4N Wt1~N ' •��W 11.�!•t[b4YM1 4Ye tin'^eN•I' Ylr. �IW Wtx1Yw V\I , •wlr NWrIt.Y4at^•`YY;YMtW fI �" ��� r br NN NMV N nlx •Y I Yrtl tTN INI MrYI N •Y 1'�rY N Y Nr:4»4^• fW4. ++-'�'aR•fia tY W,Yr• I, N W1+Wt 11W1 W,1 vN • ! n'.YI 1 WWf'[nxN<IW ,MII � nl L.YY»Ir•� w',',IiY + ' n • • A' 0 1 VwNV\NI\W ,Nt MlN1 1 �N+\W 1 NIN r1 �a fVI1V N W,t.M. ��wµ wx.tY,. W<xr ntnr ,W,NI w .tWWe 4r Wr• L� s NWlrl wl 1 n,wx m�Yu W wru�.n wt,r _r:7 � [Wbn ' nolw-.. 1�M ,l .unW ^Nyr r�M;•1•':Y�N�4 voiW •N nl W f W N m W,11 y 1' w1 •II�Lt tYLW f »INI1,,IY 1: •l ��»� N W+-Y4+ 1 Yt qN N,IN.V•VII w1 WL 4N 'P ur •• ww.wm� wrstt tw»�r i1rM»,1 ro v_ r MrWf[wYR nV t•N rntlnf\IIVN.YMIY M'\ll M IV4 :.L tY1w11 W W V IV tA1t11W�0 011'!r wrrl. •r•rl _ � WI yyt V(w1.MLLY! [VItM 1W lll� t__L'•• • • IYI YY IW,n W�Y11Y VYL Y iWYni 1 �•:ti AN»I ryY r is tYN, reN ywf N Vr«fNN Yr V INr•NI N m �m ur W w,N, CONGII�IL lNC.'lYl Mi ' STANDARD MANHOLE �� �... ,"�Y;•.N:^„N"'!4^MINIMUM 4'•0• DEEP PIPE BEDDING CLASSES w rwci•en"wo:e'i�lei°as —___ SEWER STANDARD DETAIL CITY OF RENTON YOf T!<Yl DEPARTMENT OF PUBLIC WORKS �►� ^ITT OF RENTON ,e DEPARTMENT OF P,:BLIC WORKS LENGTH OF 6" PIPE (fj j ' 0 50 100 15u 700 250 300 350 400 ' 0 0 1 20 1 40 59 79 99 A 139 158 "I 50 35 55 75 95 1, 114 131 1 154 174 178 100 70 90 110 130 150 169 167 186 184 ' 150 106 125 115 165 185 )95 193 191 189 200 141 161 180 200 202 199 197 i 195 193 250 176 196 214 209 205 202 200 196 196 300 211 2,-0 215 211 1 208 205 1 202 200 196 t 350 227 221 21J 2I3 2l0 207 205 202 201 400 227 222 218 2l4 211 209 206 204 202 LLUTH OF 6" PIPE (FT J ' 0 50 100 150 200 J50 300 350 400 ' 0 0 20 40 59 79 99 _119 139 158 50 55 75_ 95 114 134 154 174 192 190 100 110 �130 150 169 189 209 210 207 203 150 165 185 205 224 233 227 222 217 214 ' p 200 Z20 240 257 248 111 235 230 225 222 250 275 271 261 253 247 241 236 272 228 ' 300 283 273 264 251 251 246 2a1 237 233 x �- 350 283 274 267 260 254 209 245 241 237 ' 400 1 263 275 269 263 1 257 252 248 244 ' Z41 PROCEDURE: ' A pressure of 3.5 P.S.I. is attained and left for the required seconds from the proper Table. The maximum drop in Pressure is 1 P.S.I. for the required time. AIR DATE TESTABLE ( Low PRESSURE) SHEET 50__ .. CITY OF RENTON ' •^ DEPARTMENT OF PUBLIC WORKS 1 r9we Akio GRMTs ' StF D'TA1L*84 ' (r`RISER 5 lQu USED FOR SNORT AAJUSTri'UTT9 Z xAxb SOLID BRKCC CAN M U6CD FOR RNAL ACW3TMC)Jr S Tc A N"VUM LIPI.OF(0". d- ' 7� I2'R19ER SPLT,QIJ i � S• ' Pgl=CAS BASE SF�"iCN .�' A WAY 1$'KNW-XOLrT9 PIPE 51ZE AND P1PC EDGE GNGLE TO BF UM17E0 BY KNOCX0(n Ti ,;.�x;MUM PIPC 12"DIAMM2 e � � DATE II /85 CATCH BASIN-TYPE FA SHEET 55 Ate�. CITY OF RENTON ' s1C DEPARTMENT OF PUBLIC WORKS ' NQN-LOGKI% (OLYYRr- POUNOW 05n',,2�� r r--- - ---- - - i A C lVLj ' 1' f01R' 24' LaR9TE (DUCTILE IRON FRAME GATE TO 5E LOCKED DONM W/Q; ""`TNNLE55 5TErL 5OCKET (OL". EDY.'5M6DD/T000OUAL) LDLKJNG IEAD CAP 5CRCW5 FAD k'x U'A U&" Ayp J1C C, IO raeu ; N OOa 44 ,le �Tulat.ftAAua ' r•�on. �, Imo' " GRATE(aJCnLEILON) e5� C 8-B t A• r 'L L . Vuaax.ML Iaa•J L�Md,� ' � FRAME Toeuc 42m :4rr r-r ' IT 1 N• ALL" B CA Cw 84155at REaUIRE °lt 1w LDCKIWATYPE FRAME♦GRRTE. 5EC. A-A CATCH BAS'N FRAME GATE II /BS a GRATE DETAILS SHEET 84 r CITY OF RENTON r DEPARTMENT OF PUBLIC WORKS R/W r I CAP r EXIST. SIDE SEWER rEXIST 6 SEWER S=UR-7 EXIST SAN SEWER? (REMOVE TO R/W ' _ r (REMOVE) 1Z - 6"x 6"WTE 1/3 OR 1/16 BEND AS REQUIRED rPRORCSEO 6" SEWER STUB rMAIN RUN SIZE x 6"TEE rCRDVC5EE SEWER MAIN r r r T-YP A r Q CON-N-ELT]OL r N T 5 r r r DATE r TYPICAL STUB CONNECTION SHEET 101 e CITY OF RENTON ' �A + — DEPARTMENi OF PUBLIC WORKS Final Joint must-',' he saw-cut Sew-Cut or line drill i 2" m�n'concrete Asphalt underlying concrete Existing Asphalt Concrete----_- - ------ Exist1ng ^ -•-•6" min. Cement Concrete Cement Concre __ __u 6" 4 M_ • , _ ____ ' 6" min. Crushed Surfacing Top Course 1 Conc. shell be Cl. A (3 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 thicker1han prev'.ous';' // existed. Existing Asphalt_ 6" Min. Crushed Surfacing Concrete Top Course Compacted Select Trench ' Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ' Cement Concrete (8" Min.) Replace- Final Joint must--� be saw-cut ment patch to be 1" thicker than previously existed. "4� r•a.r'r�'S3t tt. !`.'/u-13 V ' Existing Cement- 6" Min. Crushed Surfacing Concrete Pavement Top Course —Compacted Select Trench Conc. shall be Cl. A (3/4)- Backfill Portland Cam. Conc. Conforming ' to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE - ' 1. See Sections 7•18 and 2-09 fot 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 pe nni scion is granted to do otherwise by the City Engineer and City Traffic Engineer. ' 3. All temporary patches on trenches shell be pernehent1 patched within 2 weeks of completion of work within the roadwey area. 4. Saw cuts on concrete pavements shall be made no more than one-half the depth ' of the existing slab. + , DATE ll-Bs PAVEMENT PATCHING DETAILS SHEET d Cr 19M :,,e'A•STREETse AUaUHN WAMM (M930-G&V City of Renton ' Dept. of Public Works Project: Shattuck Ave. So. Project No. 3-401 NAMES AND ADL`RE.iSFw Company: Rodarte Construetioh, Inc. Z-,8 A St. SE Auburn WA 98002 (206) 439-0532 Bonding Agent: Hurley, Atkins and Stewart Steve Palmer, Agent 500 Fairview Ave. No. Seattle WA 98109 (206) 662-5656 The following numbers are in case of an emergency and should not be used otherwise: Office Manager: Frank C. Rodarte 3129 M St. SE Auburn WA 98002 (206) 433-4315 ' Job Foreman: Roger R. Rodartc 17 East Valley goad Sumner WA 98390 ' (206) 439-8535 OERERAL CONTRACTORS/SPEC.ALIan M MWRQMCX O uTUM ela3-0M 4ROOA,RF- M CITY OF RENIJN Sewer Project No, s-/01 . Phase 11 18' Sewer Main installation Shattuck Ave. S. from Houser Way S. to S. ath St. INDEX Summary of Fair Practices/Affirmative Acton Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids .ert if is at ion by Proposed Contractor.Subcontract or;Supplier/ref. EEO *Certification of EEO Report "Minority and Womens Business Enterprise Participation "Certification of Bidder's Affirmative Action Plan *Combined Affidavit end Certification Form: ' Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal 'Schedule of Prices Bond to the City of Renton ' Contract Agreement LEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates ' Environmental Regulation Listing Knurly Minimum Wage Rates Supplemental Provisions ' Special Provisions Report on Geotechnical Investigation dated October 27, 1986 Standard Plans Documents marked " above must be executed by the Contractor, President and Vice- President or Secretary if corporation by-laws permit. All pages 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 I DIUUT "A" Cl Ty jr RSRTON ' SUMMARY OF PAIR PRACTICES POLICY ADDPrED BY RESOLUrros No. 2J40 The patios of the City of Renton is to Promote and afford .qua' treatment and service to all o:tissna and to 0 our♦ equal employ- ' melt opportunity to all persons reydraftees of race; ordea; dolor; ethnicity; national origin; see; the pres,noe of a non-fob-related phyaidai, sensory, or mental handicap; ape; or marital status. This Pottoy ♦hall be based on the principles of equal employment ' opportunity and affirmati us sotto" guidelines as set forth in federal, state and toaat laws. All departments Of the City of Renton *hat' adhere tc the following guidelines: ' "I 1'11 P4�>INENf PrtdCi x:ES - All ac.ivitida relating to *mPlos- wenr •ue a, reeru ♦men t, zetedticn, promotion, termination and training •hall be donduoted in a non-discriminatory *anger. Personnel decisions will be based on individual ' performanoe, staffing requirememts, and in accordanoe with governing Civil Servioe was and the agreement between the City of Renton and the Washington State Cou"ail of County and City dmp'•ayees. e (EI COOPERATIOR WI fM NUN ARIOArS CROANI=ATIONS - rue City of Eton ui ♦cope ra e• ully Ott" *it organtnat,one and oomwissions organized to promote fair graceless and equal opportunity in emp luymont. (Fl AFFIRMATIVE ACT'ON PROGRAM - The City of Renton Affirmative Ao ha" rogram will a maintained to jadili.tate equi.table representation within the City worhfarae and to a,-are equal *mploarant opportunity to all. It *halt No the resp0nsibiltts and duty of all City officials and employees to carry out the policies, guidelines and corrective mezeurse as see forth by this program. Corrective employ meat programs may be established by the Nayor on the reeamwe"da ti en of an Affirmative Action Committ*e for those legs rime"to in which a peoteotsd class .f emPlOye*e 1 is under-reprzewmerd. M CONTRACTORS' O ICA ION - Con rrdctore, subdantraotore and suers can uottmo wain so ,,-th the City of Renton ' shalt affirm and ambseribe en the pair Praotiees "d Non- Discriminatiom policies set forth by tau and in th. Affirmative Action Program. Copi*• of this Policy ,halt be dietributed to ail City employees, shalt appear in all operational locum*"to ki cn of the City, i"oluding bid dal to, and shall be prominently diarlayed in appropriate City fddilitidu. CONCURRED IN by the City Council of the City of R*ntOm, WashinWtam, this 2nd day of Jade 1000, CITY OF MENTON: RENT :ITY COUNCIL: »t- yi_,..e Council President Att.pt Lsrwdt July 10, 1972 Revisedi February 9, 1976 hV /� '*Vinod: June 2, 1990 tY SANITARY INTERCEPTOR S-401 6+- Preconst-r. Conference Schedule of Prices B Bid Proposal & Specs. Bks. 1 CITY OF RENTON Sewer Project No. S-401 - Phase 11 18" Sewer Main Installation Shattuck Ave. S. from Houser May S. to S. 4th St. rSCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the utilities as shown ^n the Plans and in the Specifications; to include, but not be limited to: excavation, backfill and compaction, installation and testing of approximately 700 lineal feet of 18- inch diameter sewer main in Shattuck Avenue South between South 4th Street and Houser Way South. The work shall include all manholes, tees, side sewers, connection to existing sowers, the removal and salvage of the existing manholes, and the complete restoration of all surfaces and existing ' underground utilities. A11 contractors participating in the work on this project shall comply with all Federal, State, County, and City Codes and Regulations applicable to such ' work and in conformance with the Plans and Specification,. 1 LF BE BE flu Y r�`1i»i��� a e�j�I��r � �i �� Ea _ .Yu '� • R�+f r��s i l• ��.� i �M 9 F C.7 �t yr Ci�'!+�_ � IX r �I I t� I � 11 �.,.r • 'emu �. ��— • • �. , M nm.rrrn 1 INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clark, Renton City Nall, until 2:00 o'clock p.m., on the date specified In the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award n.de as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. ' 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. ). Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by Inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described In the specifications. S. The bid price shall be stated in terms of the units Indicated and as to a I total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive Inform- alltles If it Is deemed advantageous to the City to do so, 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance sf the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders Imaidlately following the decision as to award of contract. The check of the successful bidder will be r+turned provided he enters Into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of Intention to award contract, Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish Information to the City as to his financial and practical ability to satisfactorily perform the work, 10. Payment for this work will be made in Cash Warrants, Rev. 7/15/81 r r "ty of tar.top call for Bids :let lute are, S-+M�Matn taft.t',at,ru /tn fie, ?u114' war �: Mar realF2 t44a An :o r.Cf`veE u1t11 j�.`(`i D.s„ C t of ice vM w!:` tw ao"ed 7W guilt 1> aei[�r+ b st Me city ■ f " SMterentr -ow, Renton ywicipa] 8uiltling, 20J Mii�Y�'>��"F 4th ■ 1t4 stark to be "rf*rftd witbtn yai�MbfaMNt ultdw this cootroct"I&NMIi asp fra not be limit"of r bat*f ll and fanitay � nfSbottotkt AvwnW Sa,taA fin installation and testing of ar, iB• Street. Meuspr way South to south 4tit The aaadtof'11 loi*ftrinas litlos. - ko t'oJect any OW/Or all bids and to wai F any dpprotrMd plans and specifitat'ons pad fora of tontraet docuwants stay be for de at the public works Department office et the Renton iktntety Building for a deposit of $2S.00 each set plus S S.M to Corer pootka, if "OhB, A tfrttftod Comes cr bid bond in the moownt Of five D"cont 15%) of the total a"ount of aaob bia taunt aecowDany each bid, ilra city's fair Brett^cos alnd Non-efacrimination ppllctas shill apply, naxtee t, r Y V r r 'ee l26 a.1 +2 aped 12, l9w 'n • 's.r,a; ,Rr . 'ydw � E, je�-�il.lcr,n� 1„c Shc�}�c ATr So . Fro ee w INSTRUCTION! This oertiflootloa to required pursuant to federal Saeoutiv, Order 11Tt►. me 1"1anrtiag rules and regulation$ WOv168 that any bidder or prospective contractor. or Any of %bair proposed �ubeoneraetor* and suppliers. *hall state as en initial pert Of the bid or Mgctlationa Of the oMtratt Mother i% has participated In any previous contract at subcontract subject to the equal opportunity c1auN: and, if so, whoeher It has filed all eeo:pliabee reports due urAor applicable /natractiona. The Cite has heretofore adopted absolution 11+0 under eat* of June 1, 1g40. ea*edlnq a 'fair Practices policy, as implemented by *n 'Aftlr tive Action ►rogram• therein amendtnq the policy of the City of NeotM to promats sad afford 69"1 treatment and ee"I" to all citizens and to "o"o equal amploy"At opportunity stood On ability and fltmeeo to all paroMa moor""" of race, creod: Saint, *thaietty. national angle; NeXT the presence of a non-job-talated physical, Semsery Or Metal kolldieap, ace er MaTlgal status. This VOlioY Mall likewise apply W all contractors. labcontroetore and ouppliore conducting business with the City of Mentan Who In turn *hall office and ovbeeribe to said practices nad po_,cdw. The aforobbatiOned provisions Mall net apply to Sontraott or oubo0atraca, for standard commercial suppliers or raw Materials or fires tar organlaationt with lose than eight employee% of Oentr1acto of less than $10,000 buoiMee per whom with the City. 'Men the Contreetor/tubeontsaetae/Suppl l*r (hereinafter referred to " the COntractorl is toqunred by sae City of Ron.0n to *ubbit on AffirlbAtive Action flan, the mlhimut acceptable prrcentap Of minority employment will be that percentage which to currently listed in 'Appendix I• IClti of Menton Owlo and Timetablan) In the publi Ted City of Menton Afficeative Action ►roc to, i.e. 1.1%. This Program Is available for revi*w at the Nanlelpol building. ' The undersigned contractor therefors covenants, stipulates and Sarno that Outing the porforma,co of this contract he will not Oiseriblaste Rgaisst any person In hiring promoting. discharging, cWtpon- natlnq jr any other tor, or cer"Itlon of noploysont by reason of ouch por000'e status, tolerann the (111 categories listed in pars. 1 Move. Contractor furtbtr agree* that he will take affir,ative and continuous action to insure full eunpliancs with such policy and program In all raspocta: it be:nq Strictly understood and agreed that failure to CObply with any Of the tors, of said pMvimionm shall be and Co,stitutw a Material breach of this contract. Contractor %hall, upon rvgwat and/or as Soon as possible thereafter, Iurnlsh unto the City any and all information and reports required by the City to detgrm:nq whether full Otmpliabee ham been "de by the dgntractor with *aid policy And progrun and contractor will p*rttit access to his bock*, records and MMYnt* by the City tot the purpose of lnvestioatton to aac*rtain such eo,Tlnanet. Contractor furthor b0no.1ed900 that he has received a true and ro pleto copy of the City's •fur !tactical Policy.. I Fn ro�f'tTTl co 7"on`}fGZ-er CSMIPIGTION SY, _CWTVACTTON qL SufOMIACTOR _ OOr dUPPLItp -T, ADDums, cZ//R A STSE- ' IRPNLttNTATIVtt, Jfrnniy RoQ1QA4,r-- �I TIT"i !«f7 n-4' ►NON[: 9 �C I. Centractor'tubcontraetar/Suppliar hat participated in a previous .t tract or subcontract subject to the tqual opportunity Claus*: yes NO y. CONpllance reports "to required to be filed th Connection with such contract Dt subcontrKci Tee _No Contractor/Subcontractor/supplier has filed all Comp aoMo reports due undot spplicaole iastruetiens: Yea ,—No e. If answer t0 itsb 7 is "No', please explain In detail an tewtae mid* of this certificat,on. CtNTItICAT1W The' Information{above /o true and complete to the best of ort' tnwledge a,:d b*1,ct. 11 Fit- WAA f+C Af�n+- aMa—�Ti a OT signer ipiesso type of print) �'q oeurs �-�'['i 18 bovieved by City Authority, Dot*, NOV. I 111 43 CERTIFICATION OF EQUAL EtOIAYsffxt OPPOR711N I•---TM� T t Certification with regard to, the Performance contracts subject to theEqua1 of P»viaus Contracts it Sub- Report OpporturtitY Clause and the filing of Required The bidder , Proposed subcontractor by certifies h yy Au not . Participated !nap»visa be contracteor subcontract suat bject toia. equil opportunity clause, as required by Executive Orders l091S, ]llla or 11746, and that he has has not filed with the Joint Reporting Committee the Director o7 t�s Office oT�•'ederal Cautract Cospllanu, a Federal Government contracting or ad.inistering agency, or the former President's Corot re on Equal haploymr,t Opportunity, all repo,ti du -,der the applicable ' filing requirements. C�any •L 1 .�tGSlL�en Intl.) Date: Now The above certification is required by the Equal Employment Opportunity s�gulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be contracts and subcontracts which are subaittod by bidders and proposed subcontractors only in connection with Contracts and subcontracts which are exbimptt fret the to the equal000pportunit claws. are set forth i,t 41 CFR 60.1.5. (Generall q opportunity clause SIO,DOO or under are exeapt.) Y only contracts cr subcontracts of Currently, Standard Form 100 (EE0-1) 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 sl CFR 60-1.7 (b) (1) prevents the sward of contracts and subcontracts unless such contractor submits ■ t report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director. Office of Federal Contract Compliance, U.S. Department of Labor. PUBLIC NORK OR IlRROVl?fENT PARTICIPATIONOR REF. RW )t,11,650 ' CONTRACTS E7ICEEDIW,NU 10 000 OR ly'p00_'_— npR— N�TERMAIN CONSTRUCTION) MINORITY "'NESS ENTERPRISES (NBE) t and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) ' (BUSINESSES WNEO AND OPERATM BY WOMEN)Contractor agree, that he Shall actively solicit the members- Contractor further agree• that he atoll subcentractl,g of goods or a actively yarn[ of minority group ,hall furnish evidence of hlarvlces f actively solicit bids for the from gwli(1ad minoritybusinesses. Contractor emPloymeat and solicitation. emplfanc0 With thee+ repuir subcontractor, Contractor further smato at, of minority Proposhal l•alsrIn the lightEastminority iipli Looeethe consider heels of substantially°ywleet of be B t wet in bid. As used in this d to sae¢tionvidenu of `oipliaance id with°this section As part least fi(t percent ut a. • riO term Y business"group members Inr.ude. c `r'"( b> minoritymembe s buMinees at OcLntala, Ace e•t United to blacks, group member,. Minority Eresenz, Aleut, and _ranieh American,• wagon, native Americans. ' atfldavita prssenced by aubcontractors in advance Of CS utsDli,Wing mint rlt rY Wf 13 consider worn Y ld !a accordance With cr1 riatciteract ward a one r feria C1tW above. cans of To be eligible tn.e for award of this contract• the bidder must execute and e Part of the bid, the of cent if.cation Which Will be rewliing contract. A bidder'• s submit, as of a false tort S(lcat ion shall render ra to submit deemed • Part of the t this art lflca•ion or aubm Lsion ender his bid nonn,ponslve. MINORITY BUSINESS ENTERPRISE CERTIFICATION ' NYe of Sidd'�s+ 2 C—, Certifies that: (e) it (doe n not) intend to sublet a Donlon of the c burin ssQ not) taken affirmative action to seek out and consider mi ' business ent er priees es contract Work and Potential subcontractors, nority (b) the contacts made With Potential min.city husinees enter rlea and the results thereof are listed below, Identity minority P subcontractors Y group. (If necessary. Indicate Whether t.) or Ni4E and Y. use additional ehaet.) 1. � Min, am C . WME Name of Firm, � It ee, (' I Res, to o Conacta) U A• —� f—❑ ❑ Ms./Na. ❑ ❑ the 1141804 o ter ur mlelscru fon ' Program for this tin, t e of the i mlaori has bSan designated as ty bus Sneee enterprise CGTIFICATIoN Of IDGERs AFFuwTin ACTION pW ---------------- ' Didder is to Indicate by check-sark which of the following statements pertains to this bid package, and is to sign the certificatian for that specific siatemant: ' ❑ a) It is Mre by terrified that the bidder is exempt from the City. Affirmative Action Plan requirements because: "Average annual employment level is lux tAan tight and the total contract aaount with the City during the employees, less than t1Ua 000,.E year is ' a anP Y BY: tpe�---.__ Tit" OR ❑ b) It is hereby earn tied that file with the City of an approved Affirmative Action Plan Renton, and that said Plan specifies goals and timetables .Ai to are vslid for the current calendar year. BY: atE'�---- to 2E ❑ c) It is hereby certified that an Affirmative Action Plan is supplied with t this Did Package. Said Plan will be subject to review and approval by the C.ty as a prerequisite to the contract award, and it tntludu: 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. ampany BY: oat* to d) It is Mtt an Affirmative Action Plan will be supplied to the Cityiry enified tha cer of Rton rl thin flue (S) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequi.ite to the contract award, and It will include: 1) Present utilization of Minorities and Fanales by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 5) SNpecificdPalle AffiUtrmative Action steps directed at increasing Minority 111zrt ton. rr� �E--1.»Y.t'LYyi carol ) fYJC' d� by Us Rev, 9/9/75 �•�- Title —�'�� ' L'0M01'WWWCr0NW- 711e'A'STRFET S F .AUSURN,WA Bleep 17ebl e3e-MV t AFFIRMATIVE ACTION PROGRAM ' Rodarte Construction, Inc, hereinafter known as ' RCI" agrees to the following plan in meeting its equal opportunity obligation pursuant to Executive Order 11246, and Title VI and VII of the Civil Right Act of 1064. S 1 yaual ;rnjjUUf`S:3to ?:Ia Y Po I I a Rodarte Const., Inc, is a certified Minority Business Enterprise, and has been certified with various firms including the State of Washington. RCI's policy assures that applicants will be employed and will to treated during employment, without regard to race, creed, ' color, ethnicity, national ori,cin, sex, the presence of a non- relatpd physical, sene;ory or mFntal handicaps, age or marital Stet as. This policy sha_1 apply to every aspect of employment; upgrading; demotion; recruitment; laycff or termination; Pay scales; and apprenticas}ip or ,n the Job training. ' 2, f:oual EmDloymoat Opportunity Officer RCI hereby designates Frank C. Rodarte, President, as EED ' Officer with full authority to administer and promote an active program of equal employment opportunity. 3. Dissemination or 121"1 ' RCI personnel authorized to hire supervise, promote, demote, and terminate employops, who recommeni such action, or are involved ' in any of these actions will be made fully eogniz at of, and will implement RCI's policy and contractual rasponsiblities. To insure the advice is carried out, the following minimum actions will be taken: 1. Meetings of foremen, leadmen and personnel indicated in 3a above, will be held periodically not lose than semi-annually and RCI's equal ' employment opportunity policy and its implementation reviewer and explained. These meetings will be conducted by the ' FM- Officer. ' GENERAL CONTRACTORS I SPECIALISTS IN UNDERGROUND UTIUTmB/022"14IPOAAK'MOa 1 I118'A'SIMEE.TSE AUBURNvlASe00111061030-051 All new foremen, leadmen and personnel Indicated in 3a above will be thoroughly Indoctrinated by th• EEO Officer covering RCIts equal employment opportunity obligations within thirty days ' following hiring in, 4. Recruitment ' A. Any advertisements for employment is the newspaper shall Include "RCI--, an Equal Employment Opportunit•• O newspaper or recrulLment for "RCII' employees will be by AfiLrmative Action order t in the State be Employment lled by & minority Commission when a group person. ' B. "RCI" will encourage employees to refer minority group applicants for employment in discussions regarding the procedure for such referral and by posting appropriate notes and bulletins cn employee bulletin boards. pareonna__ M Actions ' extendedAwithoutfregard totracsancolur,�treedndetihnic tWill be origin, sex, the presence of a no y, national mental handicap age or maritlowal status, physical, sensory or ' ThclfoPeriodic�insOnu will be taken-. pection. of facilities will be made to insure non-discriminatory treatment ' of personnel, 1Yage evalurtion made to insure non— discriminatory wage practices, 3. Periodically review personnel actions for evidence of discrimination and take corrective action where indicated. 4. Investigate in full all complaints of' alleged discrimination and take appropriate action where indicated and inform all complainants of avenue• of appeal. ' GENERAL CONTRACTORS:SPECIALISTS IN UNOea0a0UND UTILMES1 012"t-ROOA-N4•22SDa 1 L6t 711e'A'STREETSE AUBURN.WAM= 11MI1394SM 6. Training and Promotion A. RCI will endeavor to locate qualify, and Increase the skills of minority group employees and applicants. ' H. Consistent with requirements and as permitted within Federal and State regulations, RCI will fully utilise training program, for the contractual area sad advise employees and applicants of these programs and their entrance requirements. of miC. A program of review of the training and promotion potential y group employees wil'. he conducted and these employees encouraged to apply for same. 7. Unione RCI will seek the cooperation of unions in increasing opportunities for minority groups within the unions as fellows: 1 A. Cooperate with unions to develop Joint training programs for the qualification of minority group members for membership in the unions and increasing skills for higher paying positions. !?. Incorporate an equal employment opportunity t clause into all union agreements to the end that each union will be contractually bound to refer applicants without regard to their ' race coldr, creed, ethnicity, national orig;n, sex, the presenco of a non-related physical, sensory or mental handicap, age or marital status. C. If the union is unable or unwilling to refer minority group applicants as requested RCI ' will fill vacancies on an EEO basis without regard to race, color, creed, ethnicity, national on n, asx the presence of a non-related• ob phys�cal, sensory or mental handicap, age or marital etstus making every effort to obtain persons in minority groups. ' GENERAL CONTRACTORS/SPECIALISTS IN UNDERGROUND UTan1SU w723eb4O-0A4F71SM ' 211e-A'STREETeE AUBURN.WAeeeei 120e1e2e4)6. ' 8. Subcontracting RCI will strive to utilize minority group subcontractore or those with meaningful minority group persons in their employ and use all effort to assure such subcontracto: compliance with their ' equal opportunity obligations. 9. Reports and Rec�rus ' A. RCI will keep those record necessary in determining «a complice w7tb its equa: opportunity obligations. They will indicate: 1. Breakdown by wc:k classification on each city, Federal or Federally-assisted project of ' minority and non-minority groop members employed. 2. The progress and efforts being made in t c6operation with unions to increase minority group employment opportunities. ' 3. RCI's progress and efforts in locating, hiring, training, qualifying and up- grading minority group employees. ' 4. RCI's progress and efforts in securing the service of the subcontractors noted in paragraph 8 above. ' B. All such records will be retained f-r three years following contract completion and be made available for inspection by the Contract Compliance Division at reasonable times. C. RCI will submit periodical reports on forms furnished by the Compliance Division of its employees and those of its subcontractors, ' if any. D. RCI will require in every subcontract of $10,000 or more a Affirm UO Action Program consisting of all renuirments Herein or with such modift ation as is necessary to obligate the subcontractor to a program of Affirmative Action, copies of such program being retained at RCI's office, ' OeNeRAL CONTRACTORS/SRC1AL18T1 IN UNDERDROUMO UTILnUS/O12"1.R"Ad1L'OBW I L N"LqTE ' w ?1T6"A'ST4EEtSE.AUeURN.WA9kW (20SI939,O E t 1C. Goals RCl has a complement Of 13 employees, 9 of which are minority group individuals. no-white. Basedropriate alance in the on the company'eppresentirate of turnover the following goals, in good faith, are established. A. Due to a limited number of employees and a low turn-over rate, a good faith effort will be made to Hire minorities whenever vacancy occurs. t r ' GENERAL CONTRICTORS I SPECIALISTS IN'1NDEROROUND UTILMES/0223-01.ROGOA44-'t260e CIt9 N flMfaa Cerlem Af1lmVlt ►prtlflafla fan, tYa$1IrIM.ANI•TrnM, aM Slalar qpa ItYedKrt MOI "*MLI/IM AFFIDAVIT i being duly 1Var.. way Ma ark. rat M Is the Identical! wooe ah0 suaei Tted the teregoln9 prayal w la. and that such l♦ is gMulhe ay nt ahem w cal- IuN, W rbe In the "*was? w M behalf OF MY WW at"Arvin ,mad. and I urtMr, that the aaohoot as cot lrmtly IaI,e1 er allCited My afhsr pidar M tha lereping perk a OW IpOmt fa►at In a %Mo bid. Or My~ Gerson W arporotla to rotrin I'M slaOing, MI that dapohaaf Me ;fat In MY sohnN aught ay al1,IM fa eacwo to his it w to MY tar ww any aY'llnfdga ear Of Mr eleNt w glOark. SO WTIFICATION K, A►g11"N7 OF ANTI-TIVAT CLAIMS TO MKI03 A V"w M9 purcaar rocov Im Mat in aims; economic MMIa overcharge, rlsulting free MH•frulf Ykol it"S ere In !Kt ,ally bra at the pweMbef, TMralere. Vs,ayr Wavy deltas to percaaar Any MO OII claim ter auM Vner- cMrges as to twos MO material, ►wcAssed In conaetlr, lfh this era, er CMtr Nt. bKMt . , fa avaaa rcrg raa111pg fra Mtl•trWt Violation% comm,nc6n9 %fte1 the "to or the Sid, guaat or Mr tlon. or avast atatioing the trip l,oW this was, W Contract. In addition. ~ew Inerrant, and 40,stMir that ouch of his suppliers PodsWcontrMera anal l high any and oil Ouch clolm to WlcLaar, %ut JecT to the ptorOanfiphap action. AID 06I911M OM AFFIDAVIT FOM I, to Mweirea. Mv119 been duly cep A, apow. PAY and com", Mat in calansaf M with Mt berlermnGa of the Owk of This project, I Vi I I bey each clauticotiM of 141pvor, m kmn, er rM it smlaWd In the ,moms co Of such perk: not Ibk Men the pro",Iln9 rots of n90 W at fps Man to eisaw rate o1 r9ee Aa SWltled 1" 1A0 Ny l 1pel CM1raCtl that 1 ha VA read iM mAbeve pod fw*galn9 stpamnf Pod certificate, knot the contents thereof and the rVolence a% at troth 1aMlo It trw to Or knWled90 and al isf. FM, Ipl OOLLU91Ot AFFIDAVIT, ATSIOKMT 9F WTI-TWAT CT.AIIS TO RAKX S►A �p AID MIMIIgM/aw ARIDAVIT -y- f �^ sek, /n<7Q. Cl�t(l(J ) Igatwa / ►ubvlom alaO poor, to "two r on M;s ^�Md day of,�A0_C,+4 19 Of !c n or the a aAtM A111p 11 tHerewith find deposit in the form Of a certified check, cashiers check, cash, or bid bond in the amount Of ' of the total bid. which amount is not less than five percent tSign Here BID BOND Know All Men By These Presents: That we, " R ICT ON 1NC. and P AN T JNS1rNpN,F, COMPANY as Principal , held and firmly bound unto the Cit . as Surety, are } of Renton, as Obligee, in the penal sum of •'FIVE PF.NC F.NT SU OF THE. TOTAL AMOUNT BID-- ------ Dollars, for the Payment of which the Prince Pa) and the Surety bind themselves, their heirs, executors, ' administrators, successors and assigns, jointly and severally, by these presents, ewe rd the condition of this obligation is such that if the Obligee shall make any 1 to the Principal for SEWFR PRIOLT F-401 PRAsr, I,-sRAT7tt71 AV a FROM tc>aFT•My s 70 s 41" s accord ind to the terms of the proposal or bid made by the Principal therefor, and rRFET the Principal shall duly make and enter into a contract with the Oblinee in accor- dance with the terms of said proposal or bid and award and shall glee bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation Shall be null and void; othertnae it shall be and remain in full force and efvect and the Surety shall forthwith pay and forfeit to the Obli ltouldated damages, the amount of this bond. gee, as penalty and SIGNED. SEALED AND DATED THIS --- _DAY OF MW,1, NOD RTF CONSTRUCTION, INC. ,lg y r,ncipa II CF. COMPANY /V{ urety Petty SAtto, Attorne y-in-Feet Received return of deposit in the sum of S ---- l9. t PLANEer INguRANC� COMPANY Nk AO Oi F ICI,YApEON.WlttrriYN POWER OF ATTORNEY RNOIN All YEN gT THESE' IRESFNTS.TNI m.PLANE I INSURANCE COYIANv,.<.er Wlwrwn,tle.I N.Npr,N.I.wMww..r,tl wrowm ewwan tlwr wW.ra wYw In. ,. Yen o11M 5,. PATTI• SAITO of SEATTLE. WASHINGTON t nurwJryl bwrui Arror.q..n.F4r ra mM. uwma wr AVIWylp ll\f y„N MI1w1.wW w rn Yt wY}a ANY AND ALL BONDS AND UNDERTAKINGS' AN to br,tl I NPL E INSURANCE OMAEP�lIKYlriw DRw'lol rl\J PLANET IM W..lNnl w i1 rNel,DNr,w WE N.rYP _______ ib PId _ MFn DII Ia[onlnml wl lnp Nl lAtl AnwMYNI.n.EwT ,IINSURANC[COAAPANr J,[tl urlI.N NIM•Ar,1.r,B• Tn�I b.w. t "'kr tlD�^wrwlK.hAa1 \M4a.a lnwla br Y•,.nrM. . .NKi..r M INtir N e.nla Nb.r AY by l,rrnwnr DI A""VII el IN UNnpr tl IMt yyngn wnq,pn\ wNCI PIT Nw �n III.,Inrp KJ Er'LwV OI P •i.e'nFw ldrorr, IANFT INSURANCE COWANr 1yh¢n pIDM. ' ARTICLE VII rxECUT10N OS FONDS AND UNDfRTAIONGS` TM epye DI OrKlwr.IM/rw,4n1.IN CMrfrrrw,e1 IN Bartl.Mr$logy V,p h yRYrJla pY tM bwtl o1 N'..IN',hM po»v.K,tl furl 1 ID NI •�b.MU u1 IM CDmpn r,bwNN.Atl YNKtM• w'tli„r w,r Vc.hKy.m or AwnK,1 Vq FrwOlr,r lei b.r.rryry nv wtn Anw, Na HFFWIn"w`.wwewN DI aOeml AnerrNn.m.EKt Kle tD wlb 11 »yrtriwT w Mr b,ry ono nwb IM ,"d'"n.lr.qE.'N,rwrr IINrn to IlKvle ' pou.,IYrF aulM..lr Yrm to n.g 'N`Dp1yJro.r tM MIUY IMral,K! TN I on MNrlynl lME�rTJr,Y tg nwr`II3 wll,wilr.wN1�„t.Mtl'alnflrKl\IAmrlYron[IprlInwnar NUltl la lMm.le Jn4uw w,p rn IN NI�u.IIMra/ Ir.MYiwr ntN Wlnl,I�y 11nY bonA JM uMJrlkki r4oY` inpI [ ^F WI ' ! nnlrKn of wrwY m IN MruN'APr,' M.mn.11 y,U UIMr[yril,nB,nN1,FwOh] AIIDrr,n{KI INN NR"n,ri•.rrtl.N,wr�ir lu ltwu1.111Mn�Irrawr.q lO MIIIK.,a lob„r er o1Mr IN L.I w ObNBllar uMVNY,r,EI Kp IN"N.II.ND N.pgr.r I11Q xwlq•RF 10(Ably fOww OI rN pr'Ll[w p11M COrrryP,y Or aY MNN.I IKIM.IN w K['B""KfI` wnhMl DI rrw.,nnpt IN 1�nM{»1 IN\wMn1 e1 tN CMIEY,rY YyI 1P PLANE' "I or wlwM . Igra Antl YINe br Ip m,N unAn, etl er winw�l�t'ii wn,i IOFin D.rw1w.e1 ILANET IN$tlRANCF COMMA r n 1 Mwln J„»aa w wwNe •^+rurp niy on B RmlNuon JpYdtl br IM B,»re of wgrum ww e,.ww .rN YW RKnlulgn par nel purr,' "R.glw[I IMI IN bA[purw o1 Iypn arrKloq Ke D«y[KI Yrtl IN wl b11h.CUUNYr,y mJr M.re.a m Inl[ d 0 IFI,IiY 1 111*bl1Mr.tD DY Ip,m,N .N aY Wtn UDNK DI KIwMr d prb/gw.pprr w1 1N11 M wlb w,tl O,rp�ry uppn IM utn npyyr DI ltldner \NIIM YnD J.x GnQm Cemp."Y.N MriuM ep.Y.Y.[.futa.Mprll "B r••fn lKruwN by,»IvrK Or l4V miN a liner,IN conYJny,n IN INw,.F,Ih,wYm ID.nr mrW o,,r,M.,IM^�w Y11rM„11".1-r'a'I.[Iu,,,1.wr IN I,.10WITNESS WNFREOr,IM PET INSURANC, Ct11AIAN M N Nrno.IhYa,tMr 1][6 C II»u Drwmll 10 C.Y D1 $lPt em er 1p "Y^Kl pr,n Yin Pr.I,evnr.r,D,p fwnwK.Yll to PLA///NE...T INSURANCE COEEPANv STATE Or WaShington Vwh COUNTY Or King 17th tl.r Nr Septemhrr r, 10 Irr. knaN� 10 N I. IBA W,IYNIN.pIUI,a wNu1Nn1 V'I, ftM l01 IN PLANETI Charles 8, Schme lx IwE Nl,..tlr N IN D•NO arwr."."NI. NWRANCf COMPANY,IN w.,rew a"Epl"IbK.m lull lore wb IMI All.l.V ll.fKlgn 1 �tl Ihll M.rKylle ww wl t.lN]b+IN!r L. wm IN b,eee,h AN CommNwon t Iw•.\ C°^Yl^r.Aq me RKdutYn. pt, r �ERr� �__ tNAv 15 .tB 40 tA.. %NThllN,n AM ley ,-..1 4seh log n I Lawrence W. Carl Strom Phrw"', TAromA y".-- 14OY wtl l..p�nN�1.I•'N l„e PyrKl(ppy o,a e0ywr 0I A.M., Mtl IpNy All. SK ,AY 4 1 IN PLANET rNSURANCE COYPUN t nw I.KNw py Yq IL ANrI INSURANC'COYI b Mr\pr,pNilr IIIw IM IN WI iNFii wNEREOi ANV wnKnn Ue,m lWl lo,e I Nw nw.u.e wl Try N„n wW.Ifi[a IN w1 111 YM Con,W, A.I .1no "or Mat'cn IY RR fpll 31 I et Jff� ArnNm 3K,n✓ Cerlstrom PROPOSIU ' TO THE CiTY OF RENTON RENTON. WSHINGTON Gentlemen: ' The undersigned hereby certiflcS that Jhf— has examined the site of the Proposed work and ham read and thcroughly understand s the plans, specification; and contract governing the work embraced in this improvement, and the method by which payment will to made for said work, and hereby propose to undertake and complete the work amtraced in thi; 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 if rates and prices. (Note: Unit prices for all items, all extensions, and total amount of bid should be shorn. Show unit prices both in writing and in figures.) ' Signature Address oVIRAsr-V A16,WA9RtZ Names of Members of Partnership: OR Name of President of Corporation Fra.�,� k'odnrtr _ Name of Secretary of Corporation Mr—riiCc1i A Al d1YiA Corporation Organized under the laws of it/_ s _fo✓1 _ With Nain Office In State of Washington at Aciittr&l 1 City Of Menton . Public Works Dapsrt\ant 3-401 Shattuck Ave S Interceptor Sewer Schedule x frGe NOueer Way S t0 S ath St PVC Pipe Alternate ' SCHEDULE OF PRICES /NOTE: Unit prices for allitems, all ertentlorts and total amount of ad must be 3hovm Show Wit Prices in troth wards Rid figures and where conflict occurs the written or typed words shall pnevatL) ITEM APPROX. ITEM MITN UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. QQLLAR T5,j SCMdule s t 01. 5 %annals, as Incr. Disaster .itn ' Each extra thick also or flange QQ x „o lgpp.oa SYa� ea Per .acre (Words) (Figures) ■■ 02. 1 Nenhols, 54 inch Disaster with 00 Each Drop ConMCtldn end extra thick IN^� lr goo base or flange OOx a -; x Par Eacn 05. 1 Resoea and sal+sgo etisting rt/I /�r-�/�O� Each s\nhals �r'1ft . vu WW Ix-thref _— Pat Each 04. 700 16 inch OSso*tst Star Pipe Lineal Foot Sy, 37 900 x no Pet Lln •1 Faat 05. SO 1D inch Disseter Saner Pipe ^Lineal Foot (PVC) J � /� a00 Par LlM t Foot 06. 150 6 Inch 018u6tsr Pipe for Lineal Foot Side Sewers ap, oo 3,o0o Pet LIMA FOOL y_ �— A Ss inch w 6 Inch ins 7&0 x '�Ia1Y14 ♦ MP __.�_ Pa[r Each vega 9 city pf Benton . Public Works Depart Pent S-401 Shattuck Ave S Interceptor Serer Schedule B from mouser Way S to 5 At, St PVC ►ipe Alternate SCHEDULE OF PRICES (NOTE: Unit prices for allitems,all estentiona and total omo of bid must be sAown. Show MIT prices in both words anal Jtgures and where conflict Occurs the written or ty ped words shop Pr'ewlL) ITEM pPPR01(, ITE14 WITH UNIT PRICED BID N0. QUANTITY r"Unit Prices to be Written in Words) UNIT PRICE AMOUNT OOL dR CT Schedule B 3r� 0B. 1 Bored Crossingof L Sum B/B Railroad including ng Casing Plpe S r_ h.,B.� r A,o mil, coo•00 29, 000 Per Lu sun (Words) O lquras) 09• 1 manhole, ss inch special at IB L.eV sW .ith Extra Thick Base or Flange OO 5 v?�,1'00.00 d'iilQ' Par Lua SuP 10. 144 Pipe Foundation Gravel T„ I .�S (�U.1 00 fine t 75hoo Pxr Ton 2000 Gravel porro. for Trench Beckflll Toy 1. 75 3�SLY 5 � 75100 Per Ton It 260 Crushed Surfacing Top Course Ton Sig minus 00 5 �a l�• Uo 3, /=0 Per Ton li. 100 asphalt Cement Concrete c Ton Including Pawing p lass B win Asphalt for &0 G �5^� Trench Patching Jt/ Per TO—�n� 14. 320 Asphait Cement Concrete Class g Ton including Paving Asphalt for Pweeent verley s X'nr R1 Divo �•r Ton r Page In City of Renton . Public Works Depart Rent t S-401 Shattuck Ave S Interceptor Sewer Schedule B fro. Howler Ray S to S Ath St PVC Plow Alternate ' -SCHEDULE OF PRICES- (NOTE, Unit PMC03 for 0111tems, all extentians and total amount of bid must be shown. Saw unit prices in both words and figures and where conflict occurs the written or typed words Nall prew(L) ITEM APPROX. ITEM WITH UNIT PRICED BIO UNIT PRICE AMOUNT NO. QUANTITY (Unit Prins to be Written In Words) OOLLAR5 ClUAR T ' Schedule B it. 10 Adjust Manhole or catch BH in �M/� ^^^^ � � Oo ' Each to Grade following Moves ht •�W'w d/ow Over ay : sus tedad T` _ ' Per Each (Words) (Figures) 16. 5 Adjust Valve Box to Grade Each following Pavement overlay 9s 00W 1J7500 s� r J 7 Per Eseff ' 17. 1 Television Inspection n,1 00 Lump SUM 000.00 / 00^ ► W, No o Per LUMP Sum 19. l Construction Staking and ,�/1 may' /�/� Q lump Sue As-Built Notts / Soo 4V, 5W c orm Per Lump Sum 1 19. so Portland Clown, Concrete Curb and OO tLineal Foot Cutter (Removal and Replacement) 9w ■ Per L ul root _ y20. 40 Portland Comsat Concrete Sidewalk M Square Yard (Remove and Replace) a J tJ1 Par Square Yard t21. e00 Lane Stripe (A Inch Wide Continous) L i Lineal Foot a 1�1 ' t do t)MjA S r (s�oo — PeT Lineal Foot - — ►age 11 Ct•r of Renton . Public works Department 1 S-401 Sh ttuck Ave S Interceptor So.or 1 Schedule B from Houser Per S to S ate St PVC Pipe Alternate 1 SCHEDULE OF PRICES INJTS: Unit prices for 0111Ums, oil enentions and total amount of bid mist be shown. Show unit Prlcee On both words and ftpuns orbit where 1 conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Worts) OLLARS CT 1 scnaaulA e 22. 730 Pointed Double Yells. Center 1 Lineal root Stripe is Inches ■ide Each Stripe) $ uo 0011firi a 100 d 1 Par Lineal Foot (words) (Fipares) J. 360 Painted Gore strip, 8 Inches wide Lineal Foot for Channelization I O �i1 Ln S-A&-a&J IeS -t rb u m C T Per Lineal root 1 2a. 26 Pointed Stop Bar (18 Inches wloe) Lineal Foot PAT Lineal Foot 1 25. 360 Pointed Cro.s.elk (Bar Pattern Lineal Foot 18 Inch r 120 Inch Each Bar) �, 00 ?/_D 1 s me 4 Ito ►ar Lineal root 26. 200 Pointed Crosswalk (Parallel Pattern °D 1 Lineal Foot 12 Inches Wide) s 1 Per Linul root 27. 6 Painted Traffic "ONLY" //�. �]S 1 Earn / I( 138°° :�e�en+,eent �5/00 Per Each 1 28. 11 Pointed Traffic "Arco." -Soh i7 yv q 1 . 1 Page 12 C1tY Of Aentcn , Public Works Datertaent S-401 Shattuck are S Int erceo for Seeer Schedule B from "outer Wei S to S Ath St PVC P1Pe Altetnite ' SCHEDULE OF PRICES (NOTE: Unit prices for allitems,all eXtentiorta Wad total amount of Da: must Oe d'rm. Show unit prices in both words and figures and where COMMct ac rr rh. written or tYyed Words Shall PrewrL) ITEM APPRp%, ITEM !TH UNIT PRICED BID UNIT PRICE AMOUNT NC. QUANTITY (Unit Ar,:n to be Written in Words! pOLLaCOLLARS RS T Schedule B 29. 45 P1astic Traffic Button � Each ' Per Each (Words) r ---— 50.,:ea) Subtotal Schedule B" S t5.1% Sales Tax S i 55 Total Schedule •. B" S 1 t Nege �, faata. Wtt Otto" for all Jtaat, Ali a+taraant and total Rant of AJd artt w saw's. shm raft jwAa" as Sao turd. and 11 Puma ' Aed Mato aonlL e: amva LAd rtittaa at t YP*d rordA AAA11 Mwi1.J 2litt APPSDY. Iittrl M2TM WIT PRICLD MID UNIT PRICE AJt01111T No. QI1l1M?ITY wut Prfor to bemuter !a Yal4 DOUAAS C"- DOLLARS CTS. AYAY MIX. MO IA 4Klmy TMx To(DAY To S AFTp� CU M� ToI/ IMC OATS STAtTIMC COxSTtllCnW. CVTIOx TO • I � vt Ix aAzta IYIS _.` am O ' . 1fS Or PT OF AOMmA; WC NO• Tt ' NO IT ' x0 AIt t szca;m TITu xAea Or =&AMl tAOOtt38 � ' CITY/STATt/22P ratrInx .^,� ITT of ta+rnx &USINIS I I.ICENSt / STA!t COmTRACTO S UNANIMOUS RESOLUTION OF THE BOARD OF DIRECTORS OF RODIIRTE CONSTRUCTIO NyINC_ Pursuant to the Articles of Incorporation, Bylaws, and this special meeting of the Board Of Directors held On March 21, 1988, ' the following resolutions are unanimously adoptedi Be it RESOLVED, that the corporation's president, Vice tpresident, •eereiarY and authorised to effect treasurer are hereby Construction, Inc, end loans on behalf of Rodarte time to time, and for such loansto and or extend loans from ' renewals thereof, to make, and any from or promissory hates of this execute and deliver the coil A terel security for such corporation and to pledge as Of the tangible property of this corporationr extensions, any accountsr including PROVIDED, HOWEVER, that any loan or extension of credit f this corporation shall require the signatures of two corporate Officers, The existing corporate Officers and positions held are: Preaident; Vice President, Frank C. Rodarte ' Secre_ar Roger R.y/Treesurerr Meredith a. Diddy All loans and extensions of credit sO endorsed shall be and hereby are fully call trod by thi• Board of 1 Directors; and be it RESOLVED. FURTHER, that the corporate officers, above t stated, y on behalf shall &130of have and era hereby given the authority make, perform thin corporation to enter into, and and carry out contracts of every kind ' nature whatsoever, and for any lawful purpose pertaining to this corporation's business dealings with any individual, entity, firm, association, corporation, or governmental agency. All contracts sO entered into signatures of shall require the two corporate officers before Bald ■ contraei is deemed approved and ratlf led by this •■ corporation, -1 OMNI FOND TO THE CITY Of RENTON ' KNOW All MEN 8Y THESE PRESENTS: That wa, the undersigned RODAR3 CONSTRUCTION INC, 2118 " StrelL So a t Auburn W u,tnn: as principal, and PLANET INSURANCE COMPANY Corp;Nt on organized ' and existing under the laws or the State o WlSCONSIN as a surety corporation, and qualified under the laws of t Cite o Washington to became 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 127 ♦a5.21 for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or persunal representatives, as the case may be. ' This obligation is entered Into In pursue.,ce of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at Seattle Washington, this /'/r .Aay of 19pe, Nevertheless, the conditlons of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for tl8" Santtary Sows, installation on Shattuck Ave. S. fnm Houser Rev S. [0 5. ath St. wnicn contract s re erne tv ere n an s made a part hereofch as though at 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 RODARTE CONSTRUC710N INC. shall faithfully perform a17 of the prov son a said contract n the manner and .!thin 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 material men, and all persons who shall supply sold 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 on the part of said principal, or any subcontractor in the per- formanca of said work, and shall indernify 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. RODAR E CONSTRUCTION yINC � ZZ — PLANET INSURANCE COMPANI' �— 4ary A. pub tf; Attorney-ln-Fact Revised: 8/16/83 1 PLANET INSURANCE COMPANY NEA00y1K1 MADISON.NISCONSIN 1 POWER OF ATl'ORNEY K NOWALLMENSYTNESSNIESENTS That?he PLANE I•NSVIIANCE COMPANY.OsorWUlrvnauly-We' order IN-'—'o,IK.STDo Wlt el ent'n VolatileVolatileMM,W04 r. ,tPMlrlul\Ana Wwrnl NARY A. DOBBS of SEATTLE, WASHINCTON - 1 h,Iry1 FM MNIYI AIIo,ANl-.PM1,10 r 6.MKUN.Nt�FM dNreal 11 N1a Pn Ny 6"f-1N M In"I PIM oats ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP ------- 1 «e Ia p•na Its PLANET INSUMANCE COMPANY IMtaw M IWIV a"10 tell MId.pMrrl N d .uM bolts.IM uM.tM4M its 01%v wrmap 010'adole m IN nm."IN1.0,wee booed be Pn E,M.MP Olt",at Its PLANET INSURANCE COMPANY.na Mtl.d.na.touw w"alll"of NMA NApyP,pN MIWy rO,ff.M camfe tFn 1MI IN woo A11gMvltlun./NI led,Po 1n pettWlr[.Mreal 1 Tm\POM• 11 4twrnh ,ww"tlhav,.M by Ntwr•n of AtbrM VI)bl IN Sv LKw of PLANET INSVII COMPANY whl,h Waem. NIKUp Srol.na. :1 ISSI wmtn goenwm n.rww rn fuu lore M PnMI.MN•na 0.ouowl 1 AM TIC LE V I I- IXICUTION OF$ONO%AND VNDEMT A KINGS t The bal-d dl 011.1a11 In.HM'gaf,its ChF'..al 1M EOFra. a,S.hnu Vm.O'.mew,' .a,V'c.MH'a.•rl or AMdp1r,Vm.PreWoet 0•HMl osrce•aay,.,.d be the Wald.i plrKlan t,n MW pats•PN,Nd,NaMV To MI eppmnt AIw.,,-•14ttl IN,PelMl•H Ism tO..Hv1. on WMII aI IN CbmehY.beat.na ualm"Alnq, rKdaha'"1 ttmlrKlt al In"MIn'rY .M o1Mr .n lnni\OlpnSetory de Its M,ure 1nNet,FM 1 1bI to r.lrad,IVV teen Alto,",d,P.,.I..V IYIM.M NNN.Its WMr'ad iv1Me r Erpn 0 mm, E shell,hM pots,and"laeo, tabetel Ill Its Loan,AM 1'mdNron\al IA.P.t of.flatnev blue ra fh.m,w.tKtlN Nla Nlpr ea Wh.d at tM Colagw, Wno,.nd undmY nM.'th j.e,agt aa"'ar"al 1tdit enl•Y area WMr.'I'm laOv NY ra Its M\urt InM.ol 1 The[er Wr.N WN I.MI n...... lo• In..v4o1 al w,V what Ire unp.tlir'I`q. rlCganl[MCH.IWINIII el.rYa.mr l,.mMI w•'tlnq apllpwlr w Its M1aN 11N.Vl 7. Allq ohli d,Pool)Mll IMYs tIMM iad.Y1M1r1Y la y11KV1..11raPY111 rwullta to W IIIN:nN le%.-at.,HNn........tanlr....a"rNere.." 1 .a,M,LOaA•IrON1 or 01,11 atgY ung11W.,end IMv OtO Nw Mp power.M.u1"'m to com,"N Its 1~.w 1141.m h1 at sh,Cvmpanv.na w lwosh at IN EY'LIM.1 0.COnrWnV OI NV eInG11 IN Mtnpn I.,.at ThI.eM.at Wll..Y d 1•aaO,.v,INNa 0, tetoln•N.y , one by emnwo,,.1 IN wd,led a Mowly, ..NOpfN by %he S,wd of D1rKloN of ILANt T INSURANCE COMPANY'AI A awl na hold"its iStn d.,et Now I902..1 MN[h a auorum left a•NN\,eM"ad Mow•ubgl lee hall WNI 1 .aandad m r.1wN0 •M.,Od, rM1 rM pFn.WeNMI,,.dnHlurt Md•dLGNY"'dhea MI' mW m MI'-'tM CBnV H W»Ihs.a e^'IfWnMOH..cr 111KMv O,.nY tM1111NM MrP11np IMMto by f0,\Imrly,F,q MY I."OWN al MIgNY ar[HUh(e1111Nrn \Nfi r 1wy NomM MN IMIM Wha YM plMrrp dW tha CpmWnY Ma MY W,n pawN oe..KvtN.edMl,todbt ll4w.••I pENIVM,Ma llMyrmrN NN 1Mu W WIA Pna prMIM veep Its Cor11Ww m Its NM okln 1a.patl total tips or un}n.o and 1:Mrah 1'14IIMhN. IN WITNtSS INNEASOF.1M PLANET INSUMANCE COMI"I,.atop mn.lhh.ml m b.l"less by M Vav PrN•MM.Paa N tWwoo m,% b Mr.w Pf1..N,im\ 170% die bl -'eptomber top, 1 PLANET INSUMANCE COMPANY ymo 1.Nmrn1 ETATE DF LAshington COUNTY Oy King Onaat 17th ev.1 Septomhdr .10 RA WrwMrl,itNNerN Charles B. SrhmalE 1a hd IrnOM 10 W he V1tahM•a.M11 of 1M PLANET INSUMANCE COMPANY,Pad q..'Is lod'NO M.n'NNN Ma NINiN Its two" rMtivmPnt M PMIeN IMMN ayW IMMMNUM IMYHo,Md,Vw kqw,VII ENhOn 1 S,.ha i CI lM a,Leap vl N4 C.smdO, PM 1%.MMNVNMa w task IN.,"Mal ra he"twee 1 ,-1 Me Cumm.,.,on l.qm P!f 1 w ._—,{�. "•""� ' cl. May 15 '1590 No1NY won,•n.ro m•srel.al ' r•uhing n Mwtl'M.f Tar,.+mA t I. LAVTOTCa M. CarlAt TOm 4nNMt aNMMv 01 tall OLAN17 MEURANCE COMPANe ao Mrabv t..ahr MM le mesa old Nrei•aa d•1,le FM.q M.,taw of.Poawr of A,,."v toms."till MW PLANET INSUMANC'COMPANY,whalr A 11d'M 1ph lose we MMs IN NI TNEES NNEMSOI.1 Np hreuma NI aN nN.t.M Pfn.w Its NN ae Md Combos tn/q j////_a��a"tit AN'dw.4 lift", top 1431 1 42 g/ LAvrenl5/ R. GArlstrcm f , 3/23/88 TMM"e n m a 4•eAlTfa M•romeAlN1N MKY Yp A'(N,rlM HURLEY, ATKINS ii STEWART, INC. NoT�s"�eTNa�*rc.n Nofae n�"eTeet•TE Dorf Nor ANfNo h N Mf coveAa"AnaA"p av„la rnl,ceE eli P1t 500 Fairview Ava., No. ...�_...,__... P. O. Sax r 147 .-..._.... COMPANIES AFFORDING COVERAGE Seattle, WA 98109 -- canroANv A _._._.... . Rodarte Const.vetion, Inc. ----_ 2118 A Street S,E, i *Tsi ` C �—"-'"- Auburn, WA 90002 r 7--g'kick A,"TNAT""'If ilI v(!rvnlNtr ANOme ANY eaetay OAaaYafa 4NCNCrCyifo Ml01v1y �elelMee CT M•a 4T e ny r ,MeWYIyNT•M THE Ni• YrefgOly iNa ANY M�AYapy,W1•tN �jli hot Ur 4blMe _ .� �•.- .• I �IAKr1 MlYMEN �CY.6N1Ci^e +wf,ln'M.aN t rfNliu\tW1{,Itt`•-"' "" •-' -. 'tea+N yK Nvapw 41 tMn N1711aYa•rpa A 'g lu,mok amew svpm ..01-CC-263117-01 3 - - aw+A NdNu 1 "-- -ss .00 •1N wN ®.vaNr�.-, /24/88 3/24/89 ^ aN,.,Aruiwi k ANN,a1YNp , ♦YtOMOK/iWLRY � rim,M1Y4Y IX Lt ek •�., [� MG\Y rNNy,M�NN hNW YY• Am Am N;OAMa wts I 01-CC-263117-01 3/24/83 3/24/89 ei 4 N:Ntamig autos yW RM . .MINA t4Mi1h i 't 4 i 'JJ7f 't..�4Y .[s1,l Mn l 1i Ii� A14W 1..'n � LL ..• —. .... f f wJMtIM COW{NeATR3N � � -... .�.- • AM can.anAN s�Aeanv � _._. �u RE: S-4011 Jell Sanitary Serer Installation on Shattuck Avenue South from Houser Way South to South 4th Streut City of Renton lNuu,uAN,wTNf•eanboscrosaorosaaae ea c•Nesues oft"TNa aA Public Works Department ,q rINAtMll DArf 1.1"w. r "UINY to•1•ANY r-l.l IINosAYoa To 200 "a 30 o•vs vaNTYaN Non"roiwe" M&rl Na."N Nuys to Twe R M111 Avenue South ur1 eu, 0",ft +o ..sk,Nonoa aNAt aaAase No mmA,WN am tntonR . WA 9805r ,'Mldrc,Qr�NrAepxMy TNf curr,•Nr in•aMr11 w M•MMN*arnp Ain: David Pibbut A,*�,MW-mir"NYA11" - - 14r► Guidry r mwc m Mm m aRw"Tt-I DEPARTMENT OF LABOR AND INDUBTAIES k, iM9 tFRfIilFei TINT THE PfR9Dh tNMED MERIUN ly pEUWSTEAED I5 Vq,T'41F.D Dv i/W I CONST CONT GENERAL r�onll+oMwIM IMIWP un STATE OF WASNINGTON Ov Col RooAR1t225 312A/e91 RODARTE CoNSiRUCT1oNo m 2116 A STREET S E AUBURN YA 98002 L p(tu:n ro pBR�v Cf11AK.1T[� 1 �- �;•nar-a�as�lt-�w:_'�II[�m'�o�ISSUED 03/23/88 CITY I 19g&N10N vAo>' new rl swiuTt BUSINESS LICENSE R N� ANCE DIRECTOR FEE 2118 A ST Si uDpl{"has v de APP'f a1RMuUuonsfor a ICNDM of e 1 Code of Generanton Bosinoss •OrCmane"of tM C11Y o RenM0 in&C"'Ordan"t'With the % .fill agof rees Ic comply with Nt the requirements of sold OrdmanGe UyNee thofl fuAher CdnID1Y with any e• oil o1hw�dY Cod",Oromances.Slate Lows ohd RlpuMllOna oDD11GDle to lIN ouelneN K IrvNY "deMDd mda q,DARTE CONSTRJCT:DN INC 2118 A ST SE AUBURN WA 9EDG2 1 1 l of CONTRACTS OTHER THAN FEDERAL-AID FMµ THIS A,.REENENT, made and entered into this riay of ' by and between THE CITY OF RENTON, washtngton, a municipal torpOration of the State of Washington, hereinafter referred to 4s 'CITY" and Rodent Construction Inc. hereinafter referred to as %ONTRAC' R." W_ITNES5ETH: 1) The Contractor shall within the time stipulated. (to-wit: within 40 w -king days from date of con"ncement hereof as required by the Contract, of which this agreement is a component part) perform 411 the work 4•d services required to be performed, and provide and furnish all of the laWr, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perforr the Contract, and shall complete the construction and installation work in a worlwniike Planner, in connection with the City's project (identified ks No. S-401 for improvement by construction and installation of: id" Sanitary i Sewer Installation on Shattti k AveS from Houser Way S. to c, 6 h It - All the foregoing shall be timely parformed, furnished, constructed. installed and completed in strict conformity with the plans and spec- ' ific4tions, intluding ahy and all addenda issued by the City as all other documents hereinafter enumerated, anj in full compliance with all applicable codes, ordinances and regulations of the City of MntOn and any other governeehtal authority having jurisdiction thereaver. It is further agreed and stipulated that all of said labor, materials. appliances, machines, tools, equipment and servicas shall be furnished of 7 Contracts Other Than Federal-Aid FHWA t 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 tho Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contracto^'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 1f not attached, as if ' hereto attached. , a) This Agreement b) Instruction i•: 2idders ' c) Bid Proposal d) Specifications ' e) Meps i Plans f) Bid g) Advertisement for Bids t h) Special Provisions, 1f 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 t`- ' time specified in this Contract, or any extension in writi g thereof, or fails to complete said work with such time, or if the Cc—actor ' shc:l 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 , t 1 Contracts Other Than Federal-Aid FHMA 3 of tsubcontractors should violate any of the provisions of this Contract, 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 case 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 1 respect. In the event of any such termination, the City shall imrodiately serve written notice thereof upon the suret_, 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 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 some 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. e) The foregoing provisions art in addition to and not In limitation of ' any other rights or remedies available to the City. t 0 Contracts Other Than Federal-Aid FHWA 4 of 1 ' 5) Contractor ogrees and covenants to hold and save the City, its officers, ' agents, reprtsentitives and employees harmless and to promptly indemnify same from and against any and all claims, actions, dmvges, liability t of every type and nature including all costs and legal expenses incurred by mason 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 property arising from or out of eny occurrence, omission or activity upon, on or about the premises wor, on 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 ' 1n the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contact. , 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 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 -easonable attorney's fees that may be ' incurred or paid by City in the enforcement of any of the cov, ants, 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 represe.,tative of such party. Any such ' Contracts Other Than Federal-Aid FHu0. 5 of 7 notice as heretofore specified shall be given by personal ielivery t"reof 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 cal dar days after Contract final execution, and shall colrAlete the full perforiunce of the Contract not later than 4_ working days from the date of c,,mmencement. For each and every working day of delay after tht tstablished day of completion, it is hereby stipulated .nd agreed that the damages to the City occasioned by said delay will be the sun. of Two Hundred Ten Dollars (5216 001 (Section 1_ fl� al tas liqu'dated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 1 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 workme-ship. 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 with"n 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 r^nsonable promptness after discovery thereof, and Contractor shall be ,l ontrac Ls Other Than Federal-Aid F4WA soft obligated t0 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 pe^taining to the Contract as may be requested by the City from tine to time. , 10) The Contractor shall furnish a surety bond or bonds as security for the , faithful performance of the Contract, eluding the payment of all ' Persons and firms performing tabor on the c-astruction 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 su-h bond or bond: must be duly licensed as a surety in the State of Washir;•,n. , 1 1:) The total amount of this Contract is the sum of Dhe H ndr d Twenty-seven , (5127,445.21) T hpusand Foul Hundred Forty-five and 21/100 which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the , "Specil Provisions" of this Contract. Rev. 4/81 ' ' Contracts Other Than Federal-Aid FNMA 7 of T IN WITNESS WHEREOF, the City has caused these presents to be sign*, by its Flayor 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 gEN1pN )Srls en r nor er �Aypr ATTESY cn ary city Cj*ft ' d/bra Rodarte Constructi n Inc. _ M ame ' Individual_ Partnership Corporation A b J,,,eoN&7TN Corporation State of Incorporation c Attention: ' 11 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 bus,,rss as) and firm or trade name; any one partner may sign the v- ract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should a,.pear followed by d!b/a and name of the company. CONTRACTOR/SULeONTRACTOR V �j� REPORTING PERI00 MONTHLY MANPOWER UTILIZATION REPORT . ♦ Month; Year: be submitted to the City's prolact roals and Timetables as committed Engineer during the lot weak of following ��i in Contractor's Affirmative nth while contract is in prognas. prime Action Plan t nu actor is responsible for obtaining end ubmitting all Subcontractor or per City's Plan 9.1 6 o'. (Home tad tae•tim Of compliant• Aseny lop(.) From: (Name and location of aomtractor) is report is required by Executive Order- section 2o3. failure to report can Sault in sanctions which include suspension, termination, cancellations or debarment of contract. 1. S, u. % ate- Total total won Hours of amplormont is** footnote) rttr numb or umbor V or of closet a. a. e . /H of eitw r Its Employ. flea- His- er. Asian/ cal tq cal company's HAM• (I.D,1 Trade (ion• -total Blau ak No Mfan Pme(lie po- Employ- tee Ie Lnd qe V,/h ooa Ap Tr Tr tympany ola a nature an , • , pat• Sign eo • • one I.nabr. (Include Area Coda) 11/77 ('Hales i Females, --Minorities a Von-minoritise) Palle of 7.'80 (Submittal %quirmaents s City's Gools/Timaeableo) -- INSTRUCTIONS FOR TILING 09LOYMENT UTILIZALION REPORT (CITY OF RENTON) , The Employment Utilisation Report to 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 torn of Cho contract, and they shall include Cho total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prim 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 .,gency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has ■ qualifying ' construction contract with the City of Renton. 1. Company's Nam . . . . . . . . . . Any contractor or subcontractor who has a ' qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those craft$ covered under applicable ' EEO bid conditions. 3. Mork-hours of Employmont . . . . . The total number of hour■ worked by all ' employees in each classification; the total number of hours worked by each +minority group in each clasailicstion and the tore' , work-hours for all woman. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftwurker Qualified, Ap s Apprentice, Tr s Train). 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 s divided `,v column a.) ' S. Total Number of Minority EmPlOvOts . . . . . . . . . . Number of minority employees working in contractor's aggragate work force during ' reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work fares during reporting period. + Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islander$ - both man and woman, RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLL RPRES;RVAVItSN UP PUBLIL 9XTRWUMCES tIn accordance with the provisions of Chapter 62, Laws of 1973, N.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: King Count Ordinance Na . IS27 requires Building and Land veeve opm� e—nt�iv a on an Ay�ulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes +torm drain ' design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Review by Hydraulics Division. King County Ordinance No. 800 No. 900 No. 1006 and Resolution o. o. o. an o. 1174Z conta ned nKinq tounty LOOS 11t163 3 and 10 are provisions for disposi- ' lion 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 encv Re ulation I : A regu- at on to control the emiss ono atr contsm nants 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.W. 70.94. ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18.02: Requires operators of stationary sources of air contsm nants 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, See Puget Sound Pollution Control Agency Regulation I . ' R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure tTe 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 other 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 prev it and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this ' State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of 55,0001day for each violation. t R.C.W. 70 95: Establishes uniform statewide program for handling so rate`s which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surfice of the ground or into the waters of this State except at a sol .d waste disposal site for which there is a valid permit. ' WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.C.W. 76.04.370: Provides for abatement of additional fire hat- er &n s upon which there is forest debris) and extreme fire hat.rd (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 e atament o orest 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. rR.C.W. 76.04.310: Stipulates that everyone clearing land or c ear nT�Qi}t=of-way shall pile and burn or dispose of by other ' satisfactory means, all forest debris cut thereon, 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. 76.44: Laws governing surface mining (including sand, grave , 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. 132-18: Delineates all requirements for surface twined ' an r]�ecl ion. W.A.C. 112.24: Codifies requirements of R.C.W. 76.04 pertaining ' to land c caring and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1902, Author- izes Secretary o rat an orps o T-ssue Engineers to' permits to any persons or corporation desiring to improve any navigable t river at their own expense and risk upon approval of the plans and specifications. ' Section 404 of the Federal Water Pollution Control Act PL92-S00 tat. ut orizes the ecretary- of th Amy, ■ct ng t roue t e orpe 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 areaq. ' MISCELLANEOUS FEDERAL LEGISLATMi Section 11 of the River and Harbor Act a aoved March 3,_1899: usieEusewourov es at sc areT permit into navisabls waters is prohibited. Violation is punishable by fine. ly citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. PERMITS REQUIRED FOR THE PROJECT hRE AS FOLLOWS: KING COUNTY BUIJ,DING AND LAND DEVELOPMENT DIVISION Kin Count Reao•lu son No. ZS789 requires an unclassified use pen t or RTHM'j, quarry ng (including 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 Management Act 1971 requires a permit for construction on a e s ore Ines. erm t acquired by Public Works and reviewed by Building and Land Development Division. aKinKin Co�Ordinance No. 1168 requires permit for grading, land iil�lls, grave pits, ump ng, quarrying and mining operations except on County right-of-way. Review by building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Chaster 112 Lays of 1909: Requires hydraulics permit on certain projects. ng ounty Department of Public Works will obtain. ) ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173.2M Requires a National Pollutant Discharge elimination ' System permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. t W.A.C. 372.24: Permit to discharge commercial or industrial waste waters nto tate 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. SOB-12.190: Requires that cn:nges to permits for water use e rev ewe y t e Department of Ecology whenever it is desired to change the purpose of use, the place of use, th- point of withdrawal and/oc the diversion of water. W.A.C. SOB-I'-220: Requires permit to use ground water. ' W.A.C. SOS-12.260: Requires permit to construct reservoir for va�"er storage. M.A.C. $08.12-280: Requires permit to construct storage dam. M.A.C. 508.60: Requires permit to construct in State flood con ro tone. King County Public Worts secures onefor design. Contractor secures one for his operation (false work design, etc. ) . PERMITS REQUIREC 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 out oor fires for recreational purposes or yard debris digposal. 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.Os.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. ' P.C.W. 76.08.030: Cutting permit required before cutting merchant- or. R.C.W. 76.08.275: Operating permit required before operating power equ pain in dead or down timber. t R.C.W. 44.080: Requires permit for any surface mining opera• tlon l+nc u ng 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 perm t or cons ruction (other- Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . ' FIRE PROTECTION DISTRICT R.C.W. 52..18.0101' y52.28.020 S2.28.0 30 S2.28.060 $2.28.050:rovi , equ rements es or ■ilureo to secure a fire permit for building an open fire within a fire protection district. ' UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e ' ct o arc an enera rt a ct o as amen e u ust equ res ■ perm t or construction o rt ge on nav ga a waters (King County Department of Public Works will Obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section a(f) of Department of Transportation Act , National Environmental Policy P,ct of 1969. water Quality ' Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY ' Section 9.02 d 2 iii of Re ulation I : Request for verifica- t on 0 popu at on ens ty, ontrac or should be sure his opera- tions ■re 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). a PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY t Title 10 Cha ter 1c Part 61: It quires that the Environmental ro ec on gency a no e 5 days prior to the demolition of any structure containing asbest�i material (excluding residential ' structures having sewer than 5 dwelling units) . The above requirements will be applicable only •here called for ' on 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 1 King County Administration Building, Seattle, Washington, 99101, 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. 1 All permits will be available at construction site. t 1 S k IWY-R72l20-AA PRCVAIIINu MI4I4UM MOJRLY WAGE RATES 41VE4KER 17, 19% ._JPATION7 FLA'o GERS LOLAT10N3 CLALLA4, GRAYS MARRJR, ISLAND. JEF;ERSON. K143. KITSV, LEWIS. MASON. P.,CIFIC INORTH OF W4MKIAKJ4 COUNTY 143RTMFI4 SOJNUARV EXTE40FO JUE NEST TO THE PACIFIC OCEANI . PIERCE. SKAGIT. SNOHOMISH. THJRSTJN, WHATCOM COUNTIES. ANO VAKI4A COUNTY ( THAT oCRTION LYIN: WEST OF THE I20TH 4ERIO1AN1. FRINGE BENEFITS t TOTAL -10URLY BENEFITS 7.i7 Al MK. WAGE RATES ' OCCUPATION OCCUPATICODEON STATE DESCRIP710N LATE 260-0010 FLAGGER ?60-0020 FLAG4F4 13.71 0IER 26D-9010 ST4TEl 7VEITI4E - ALL HOURS WJiKEO IN EXCESS OF 9 , ` O R 4E PAID AT ONE ANJ ONE HALF TIKES THE F REGULAR i ATE OF PAY. 1 ' CITY r,F RENTON SHATTICK AVE. SOJTH I4TE0CFPT01 SEWER ' PAGE 1 iW Y-R 32 J20-A4 PR=VAILINJ 41NIMU4 HOURLY WAGE RATFS NJVEMBER ll. 1986 'OCCJPATIONl LA6JRERS LOCATIUV: CL ALL AM. ;4AYS HARBOR. ISLAND. JCFFERSON. KING, KITSAP. IFWTS. IASJN. °ALIF1, "JAY" OF 444KIAn4M COUNTY NORTHEt4 BOUNDARY FXTENUEO UJE WEST TO THE PACIFIC 3.94,41. 2IEtCE, SKAG[T. SNOHOMISH, TiURSTJN AND MH4TT.JM COJ411ES. FRINGE 8E4EFITT iEALtH AND WELFARE ' °:NS19N 1.T5 t/Hq, TRAINING FUND A/HR. . l3 4/iA, WAGE RATES OCCUPATION CODE E Jv4T1 UN ' ' .Ci IPTIUv STATE GROUP ► 350-21J0 014J34 :LEAV:R GROUP 2 K.40 350-0090 9AT:H WEICHMAN 340-3460 CRUSHER FEEDER 0.78 350-1260 °ILLJf :AR 10.70 350-1870 TOOL4334 M44 14T J08 Site, 10.78 l3.14 GR JJP 3 ' 350-0080 34LL%ST REGJLATOR MACHINE 350-0?40 CAAREVTEA TEVDEi 14.46 3S0-OZ70 CEMENT 150-0310 Cif PP=2 FINISHER TENDER 14.OS 3SJ-0 G 3o0 CHU TEV JER 14. 6 414.96 3>0-J343 GLEAN-JP LABORER 14.96 ' JSQ-0390 CON,q-TE FORM STRIPPER 14.46 3S0-0470 CJRI4; CONCRETE 14.46 3$0-05?0 0EVXIT ION, WRECKING 443 MUV IVi 11VC�. 14.96 CHAA4� ) 44TEilALSI 14.96 350-0113 EPDXY TEC MIIC (AV 150-0810 GASIOV KASKcT 6JILDER 14.nh 150-0920 GEVEiAL L4d3AER 14.96 350-0460 aR I4DE4S 14.96 )SO-IM PVT Tc N)€R 14.46 N.i6 ' CITY )F L' :"Jv SH4 TTUC't 4.7, SOUTH INTERCEPTOR SEMEi PAGE 2 ,HW Y-RJ2120-AA PREVAIL141 414IMU4 HOURLY 4A:E 44TES 13VEM4ER 130 1986 ')::UP4TIO4: L44ORERS L)CATIUNI CLALLAM. GAAYS HAISOR, ISLAND, JEFFERSUN, KING, KITS *, LEW. ' MASON, PACIFIC (NORTH OF 4404K1AKUM COUNTY 434THERN BOUNDARY EKTENDEO )'JE WEST 10 THE PACIFIC OCEAN), PIERCE, SKAGIT. SNOHOM)SH. rKiRST)N 44O .maTcOM :)UNtIES. ' WAGE RATES JCCJPATI)N UC:UPATION STATE CdOE OESCRtPT104 RATF GAOUP 3 350-1390 POwDE1444 HELPF,R 14.96 350-0e5 STAKE HOPPER 14.96 ' 150-1880 TOPNAN - TAi LI44N 1♦.96 350-194u TUG41R OPERATOR 14.96 3SO-2030 VISIIATING SCREED ( AIR, GAS JR ELECT4IC) 14.96 ' GROUP 350-OOSO ASPHA-1 RAK:R 15.44 350-0250 :EENt Jq NPER - PAVINJ 15.44 ISO-0420 CONCAZTE SAW OPERATOR 15.44 353-0650 DRILLER - WAGON ANO Ali TRACt OPERATOR 15.44 ISO-OT20 FALLER A�YO BJCKER - CHAIN 54.1 15.44 350-0440 t;RAOF :HECKE4 A40 M44SIT 044 0.44 3SO-09SD 41:H SCALER 15.44 350-09A(l JACKi04MER 15.44 ' 350-1040 MANHOLE RUIL)ER 15.44 350-1201 4011LE14AN tCONCRETE PJMP, :iKEEN CUTTER *HEN 15.44 JSING :3M814%TION OF HIGH PRESSUPQ Ali ANO ' W41ER ON CONCRETE AND ROCK. S4408LAST. GIhNNITE, SHOTCRETPI WATER BLASTER 350-12S5 3AVE4E4T BAE4XE4 15.44 350-1315 PIPE KELINER 114UT INSERT TYPEI 13,44 )SO-IM) PLPELAYER ANJ CAULKER tot.44 151-14R5 RAIL41%,) iP14E PULLER IPOWEAl )5.44 3010-1TS3 SPREAOFR (CONCRETE) ts,44 15J-050 SPRCA)dR - CLARY POWEi 04 S14ILAR TYPES IS.44 3S0-1BW TAMPE4 14ULTi PLF AN0 SF1F PRJsc LLE)1 15.44 3SO-1s20 TAMPER 440 SIMILAR ELCCTRIC, AIR 440 GAS 111.44 OPFR A t° ) TOOLS 00-1465 TIMHE4444 - SEWFR ILAGGER. S4AER, S C114ftF41 13.44 35D-141)5 TRACK L'NER ( POWER) 14,4♦ CITY JF IFNT3N ' SHATTUCK AVE. SUUTH I VT EAC EPT Ot SE WFR PAGE 'HWY-R3.'120-AA PdFv A;L14G MINIMUN HOUKLV 44;e 4A TES 4)VE4SER 13, 1960 'OCCUPW ON1 L45OREAS LICATIO4. CLALL44. GAAYS H4AB0R, 1SLA40. JEFFERSON, KIN;. KITSAP, LEWIS. ' 4AS3N. PACIFIC IN'1RTH JF 444KIAKJ4 COUNTY 434THEA4 80J4D44Y EATENOEO 3UE WEST TO THE PACIFIC OCEAN). PIERCE, SXAGIT, SNOH041SH, T4URST3N AND WHATCOM C3U47IES. a41A KATES OCCUPATI14 OC'UPA T I ON STATE CODE OESC41PT104 AATF GROUP 4 150-2030 VIRRAT)2 L5.44 3SO-2090 WELL-POINT NAN 15.44 GN3UP S 330-0230 CAISS14 WOKKEK 15.60 3SO-1110 414ER I9.AO 15J-138) POW3E14A4 15.83 3SO-1500 RE-TI4BERKA4 15.00 ' OTHER IS0-4310 Sf4Tet EFFE:TIVE 1211IB♦ JFLETE THE CLM IPI- ATC AA OF CLEANING LABORER FR34 GRO'1+ 1 AND 00 IT TO GROW 3. ISO-43S5 STATEl IVeRTINEI ALL HUUAS IN EXCESS Of B ' HGURS 0F4 UAr IR 41 HOURS PER WEEK. 404)AY TId3U41 FRIOAY, ANO ALL 4UURS WORKED ON SAT- JROAYS IEACEAT A 4AKE-JP 34YI SHALL dE PAT) AT ONF AND 04E-4ALF TIRES THE REGULAR RATE OF PAY. ALL HOJRS WORKED ON SUNJAYS ANO HOL1- 0AYS iHALL 9E PAID AT DOUBLF tHF RE;ULAA RAZE ".J-9356 3VEATI%E1 RATE OF PAY. A MAKE-UP DAY 4AY RC ' ■)AKE) 34 S4tJ4t)AY AT STAAIG4T TIME IF WORK IS LOST JUF 10 WEAtMER CONOIT134S. w OPK14o FORE'1441 SJ C94TS PER HOUR 44OVE THE ' `,1GHESt CLASSIFICA+I.i4 SJJE+VISFQ ' r11V OF 9P4*14 S141`TjC K 4VL. SOUTH INTEWCEP%A SEWER ' PAGE 4 I HWV-R32323-AA PREV41LI45 414I4UM HOURLY 44GE RATES 4O4F48ER 13. 1986 J:C-UOATION: POWER COJIP4ENT OPERATORS LOCATIGN: CLALLA4, GRAYS HAABOR, ISLAND. JEFFERSON. U V3. U TSA7, LEWIS. 4ASON. PACIFIC (NORTH uF dAHKIAKJ4 COUNTY NJRTHE14 80J404aY EXTE40EO OJE WEST TO TAE PACIFIC OCEAN) , PIERCE, SKAGIT. SNOMONISM. THJRSTJN AND WHATCOM COJ4TIES. FR INSE BENF: ITS HEALTH AND WELFARE 1.95 S/HR. 0ENSION 2.)0 S/HR. tRAINi4d FUND .26 1/HR. WAGE. RATES OCCUPATIom OCCUPATIUN STATE CODE )ESCRIPTIUN a4iE GROJP LA 570-5500 CRANE 0) TONS AND OVER OR 20J FT OF 50,4 13.73 INCLU31N3 JIB 440 OVER 570-5535 LOADER. 8 YARDS AND OVER 15.73 510-5510 SHOVELS AND ATTACH4ENTS. 6 YARDS AND OVER 13.71 GROUP 1 510-5515 CABLEWAYS 18.23 570-5520 CRAVE 3VER 45 TON. AN) UP TO M TONS OR 18,73 OVER 153 FT OF 87OM IVCLJOING JIB ' 570-5535 HELICOPTER WINCH 13.23 570-5545 LUADEA, OVERIE4) 6 Y&AJS UP TU B YARDS 14.23 570-5565 QUAD 7 AND S14ILAW, D-10 AND HO-41 18.25 570-5540 REMUT_ CONTROL ]PERATOR. ETC. 13.23 $70-5525 RGLLAGON 14.23 570-S551 SCRAPERS, SELF-PR)PELLED 45 VAt]S AVD OVER 18.23 5T0-5550 SHOVELS. BACXHUES OVER 3 YARDS TO S YARDS Iq.23 ' S71)-5555 SL .PFORM PAVERS 18.23 $70-5530 TOHER CRANE 18.23 GR)JP 7 570-5575 SUMP CUTTER 17.19 S73-5540 CHiiPER 0.79 573-5573 CONCRETE RAT:H PLANT OPERATOR 17.79 570-5581 CRANES. 20 TINS THRU 45 TON` 17.79 ' CITY OF RF\TON SHATTJCK AVE. SOJtH INTERCEPTOR SEWER PAGE 5 IMWY-R32320-AA PREVAILI4, WINIMUM HOURLY WAGE RATES NDVEMRER 13. 1986 OCCUPATION: POWER EDJIPNENT OPERATORS IJCATIO41 CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON. KING, KITSAP. LEAIS. MASON. PACIFIC IN3RTH OF WAHKIAKUM :OUNTY NORTHERN RDUNDARY EKTENOEJ DUE WEST TO THE PACIFIC OCEANI, PIERCE. SKAGIT. SN7H34ISH. THURST3N AND WriATCON COJNTIES. ' WAGE RATES OCCUPATIUN OCCJPATICN STATE ' C3DE )ESCRIPTICN RATE GROUP 2 ' 570-5595 CRUSHERS 17.79 570-5600 DERRICI 17.79 570-5605 DRILLING 4ACHI4E 17.79 ' 570-5610 FINISHING M4:HINE 17.79 5TJ•5585 h )RAL IFTS 17.T9 570-5615 LJADERS, OVERHEAD UNDER 6 YARDS 17.79 5T)-5625 MECHANICS, ALL 17.79 57J-S635 41XSRS, ASPHALT PLANT 17.79 i70-5643 ACTOR PATROL GRADERS - FINISHING. BLJFTOPS. 17,79 PULLING SLOPES, DITCHES, ETC. 57)-5650 PILE041VER 17.79 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH B0311 17.79 ATTACH4ENT STO-5675 SCRAPERS. SELF-PROPELLED J40EA 45 YARDS 1?.79 570-5655 SCREE) 44LN IT.T9 570-565o SHLVFLS, BAC<HOES 3 YARDS AND JVDER 17.79 570-566i SUB-GRAOFR - 7RIM414ER 17.79 570-5683 TRACT31. 60 1P AND OVCR. RACKHOE ANO ATTAC!1. 17.79 570-5670 TRACTJRS. BACKHOE 17.79 GROUP 2A 570-5633 LEADMAN AECHANIC - 10.30 OVER 4FCHA4IC 17.79 ' STO-5620 LOCOMOTIVES, ALL 17.79 !iROUP 3 ' S7)-SSRS A-FRAME CRANC 17.43 510-56R5 BROOMS I7.41, 570-5735 CONCRETE PU43S 17.43 ' 17)-57)i CUNVFYORS 17.43 570-5700 THANES, JP TD 20 TONS 17.43 ' CITY OF RE-1704 S^IATTUCK AVF. SDUTH INTFPCEPT')R SEW=R PAGE 6 '14Y-K32320-AA PREVAILING MINIMUM HJURLY WAGE RATES N3VFMRER II. 19R6 'OCCUPATION: PDWFR EJJIPMENT OPERATORS LUCATION: CLALLAM. GRAYS HARBOR, ISLAND. JEFFEASOV, KING. <ITSAD. LEWIS. ' MASON. PA:IFIC INORTH OF WAHKIAKUM COUNTY N3KTHERV ROJNOARY EXTENDED 01E WEST TO THE 3ACIFIC O:EAN1 . PIERCE, SKAGIT. SNJHOMISH, THJkSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GRJUP 3 570-5690 DOZERS. 0-9 AND JNOER. YC-Y0. PAY )3ZER 17.43 5TO-5770 DRIVE,t ON TRJCK CRANES OVER 45 TONS 17.43 570-5765 FOU194ENT SEIVI:E ENGINEER 17.43 570-5720 FORK LIFTS 17.43 57C-5710 HUISTS, AIR TUGGERS, ETC. 17 .43 570-5715 LOADERS - ELEVATIVG TYPE 17.43 1 570-57ZS MCTOR PATROL GRADER - NON-FINISHING 17.43 573-5737 MUCKING MACHINE. ETC. 17.43 570-5740 ROLLERS. 04 �LAVT, ROAOMIK OR MULTI-IFT 17.41 MATERIALS 570-5745 SAWS, :34CRETE 17.43 570-5750 SC7APERS - CARAY ALL 17.43 570-5155 SPREA)ERS♦ SLAW KNOX, ETC. 17.43 570-S77S TRA:T}R. 60 4P AND UN)ER, BACKHOE ANO ATTAC4. 17.43 STO-5760 TRENCHING MACHINES 17.43 GROUP 4 570-$795 ASSISTANT EV;IVEERS L7.13 ' 570-5R20 COMPRFSSORS 17. 11 5T0-5710 OIL )ISTRIRUTORS. BLOWERS. ET:. 17.13 570-5785 OILER DRIVER ON TRUCK CAANF 45 TONS AN0 JNDE< 17.13 570-58UO PAVEMENT BREAKER 17.13 ' 570-5?OS PUSTH3LE D131ER, MECHANICAL 17.13 570-581, POWER PLANT 17.13 570-5375 PUMPS, WATER 17 .13 570-5760 ROLLER. JTHE< t4AN PLANT ROA) MIX 17.13 570-5RIS WHEEL TRACTORS, FARMALL TYPE 11. 11 ' GROUP 5 570-5830 GRADECHECKER AND STAKEMAN 15. 43 CITY OF RENTON SHATTJCK AVE. SOJTH I4TERCFPT3< SFwER ' PAGE 7 44Y-R32320-AA PRE VA LI N:, NI NI MUM HOURLY WAGE RATES NOVEMBER 13, IgR6 1 JCCUPATION1 POWEA EJJIPMENT OPERATORS LJCATIJNi CLALLAM, }BAYS HARBOR. ISLAND. JEFFERSON, KING. KITSAP, LEAIS. MASON. PACIFIC IN)RTH OF WAHK , IKUM :OUNTY NORTHERN BOUNDARY EXTENUEO DUE REST TU THE PACIFIC OCEANI. PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOH COUNTIES. ' OTHER 57J-9574 STATE- OVERTIME: ALL WORK PEKF7A4EO IN EXCESS ' OF R H)UAS PER JAY OR 40 HOIAS PEG REEK, "- OCY THROJGH FRIDAY. A40 ALL WORK PERFORMED )N SATUR)AYS SiALL Be PAID AT ONE AND ONE-HALO ' T114ES fHE REGULAR RATE. ALL WORK PERc ORHEO ON SONJAYS AND HOLIDAYS SMALL BE PAID AT 0OJ8LE THE RF;ULAR RATE OF PAY. 570-4577 STATE: FDRFM4N - 0.50 A/HR. DVeR THE HISHFST CLASSIFICATION JNUER HIS SUPERVISION. 1 t 1 CITY OF RErT)V SHATTUCK AVF. SOUTH INTERCEPTOI SEWER ' PAGE 8 I M4y-R37120-AA PRtYAILIVG rIVIMOV HOURLY MADE RATES 40049ER 1). 1946 ,O;CUPATION: SURVEYORS LOWTIUV: 1149041 y�SOM. P CIFIC.ALLA4. GRAYS NPIERCE. ISKAGIT.USA)HOMISH.KING, STHURST3N 440 VHATZOV ' COUNTIES. ' FRINGE 6EVEFITS TOTAL HOURLY Bt NEFIT - PARTY CHIEF 1.50 W MR. TOTAL HOURLY REVE° IT - INSTRURENT 1.30 PERSON PEESrnTAL MthJRLY BENEFIT - CHAIN PER iON .70 S/MR. •AGE RATES OCCUPATIUN STATE ME OLC I�NA OESr RI PT ION RATE 000 120-0010 CHATV 4EA SOv 10.00 T20-0040 1N5TR14EVT PE�SJN IJU4100. ENGINEER) ' 720-001) PARTY C41 EF IASSISTANT ENGINEERI GT HE R 720-901U STATE: OVFRTI`1E - ALL MOORS wJRKEO 14 EXCESS U BE 1'AIO AT ONE AND OVE- HOURS R t HALFTIVESTHE It""' ' RATE OF PAY. CITY (ih REITON SHATTUCK AVE. SOUTH 1NTER:.EPTOA SEWEA PAGE 9 'HAY-R32320-A4 aAE JAI L1MG MI NI MIr ")UAL Y WAGE A T ES NOVFMRER 13. 1986 'O.CUPATION: TEAMSTERS LO:4TION: CLALLAM. GAAYS H44803. ISLAND. JEFFERSON. KING. KITS0. LEWIS. MASON. PACIFIC (N)RTH OF THE W4HKIAKUM :WNTY NORTHERN BOUNDARY EKTENOED DUE WEST TO THE PALIFIC JCEANI, PIERCE. SKAGIT. SN3HO4ISM. TMURST3N. ►NO WHATCOM COUNTIES. ' P414GE BENEFITS AEALTH AND WEL°ARE 1.39 3/"R. PENS IUN 1. 42 1 MP. WAGE RATES UPA T l ON OCCUPATION ST At CJOE DESCRIPTION RATE GROUP TB 730-0140 BUS 34 EMPL)YEE AAUL 17.16 ' GROUP 1 ' 730-0145 CHE:K?RS 11.)6 730-0690 LEVFR4%4 AN) L04DERS AT BUNKERS AND 11.06 BATCH PLANTS 710-1200 SWAMPER 11.36 iGROUP 14 733-1310 WAAFHUJSEMAN AND CHECKFPS 17.06 GAJUP 2 730-1300 TEA" JRIVER 17.11 GROUP 3 ' 710-0110 BULL .IFTS. )R S141L4A EOUIPAVIT USF) IN 17.16 LOADING OR JNLOADING TRJCK6. T14NS3'J4TI45 ' MATERIALS ON JOB SI TES244RFHCJSING ' CITY OF RE:4TON ' S-IATTUCK AVE . SOUTH INTERCEVTDA SEWFR ' PAGE to 'HIY-R32J20-AA 04EVU L1NG MINIMUM HOJRLY GAGE RATES NOVEHBER li. 1946 f -,•UPATION. TEAMSTERS L ]:ATIOVS CLALLAM, GRAYS W B( R, ISLAND, JEFFERSON. K14G. KITSAP. LE41S. MASON. PACIFIC III RTn OF THE WANK IAKUM :JUNTY NORTHERN SO UNO►Rr EXTENDED DUE WEST TO THE PACIFIC OCEAN%. PIERCE. SKAGIT, SNJHOMISH. THLIRSTON. AN) dHATCOM COUNTIES. WAGE RATES OCCUPATION OCCJPATION SLATE ' CODE OESCRIPTIUN PATE GROUP 3 730-0200 OU40 W RS, AVO SIMILAR EQUIPMENTlTCURNQ- IT.la ROCKERS. TOUMNOW4GON, TOURNOT44ILF4. CRT )W SERIES, TERRA C06RA, LETOJRNEAJ. wEStINGhOJSE ' ATHFY WAGON. EJ:LIO• TWO AND FOUR-HIEELED POWER TRACTOI MTH TRAILER AN) SIMILAR T)P- LOAOE) EQUIPMENT TRANSPORTING MATERIAL AN0 PERFIAI14G W)RK IN TEAMSTER JURISOICTION.OUMP TRUCKS. SIDE. ENO AND BUTTON DUMP. INCLUOING SEMI-TRUCKS ANU TRAINS OR CUMSINAT104S tHEREJFSUP T-3 AVO INCLUDING 5 YARDS 730-0610 FUEL TRUCK. GREASE TRJCK. GREASER, BATTERY 17.16 SERVE- MAN AND/OR TIRE SERVICE MAN 730-1100 SCISS)RS TRUCK 17.16 710-IJSO TRACTOR, SMALL RJBREK-TIRED IWHFN KEO alTIIV 17.16 TEAMSTER JURISOtCTIONI 730-1750 VACUUM TRUCK 17.16 730-2300 WATER WA;ON AND TANK TRUCK% JP TQ ISJO LT .l6 GAL% .3NS T33-2233 4IN04 TRJCK% S14GLF. REAR AXLE 17.16 710-2?29 WRE:K;R, TOW TRUCK AND SIMILAR EQIIPMF.VT 17.16 GROUP 3A ' T30-O4bO FLAHERTY SPREADER 17.49 GROUP ?3J-0500 FLATBED TRUCK. DUAL AEA% AXLE 17.21 ■■ GROUP 5 730-)050 dUGGYMOiILE ANO SIMILAR IT.11 CITY OF RENTON SHATTJCK AVE. SOUTH INTERCEPTOK SEWER ' PA4- 11 i" 4oY-R 12320-&A PREVAI LIN! MINIMUM HOURLY WAGE AAT ES NOVEMBFR Li. 1966 'UCCJPATIONI TF44STERS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON, K14G. WSAP, LE IS. ' MASON. PACIFIC MAIM OF T4E WANKIAKU14 COUNTY NORTHERN BOUNDARY EXTENDED OJF +EST TO THE PACIFIC OCEAN), PIEICE. SKAGI T. SNJHOM(SH, THURSTON• AND WHATCON COUNT TES . ' wAGE RATES OCCUPATION OCCUPATION STATE ' C00E DESCRIPTION RATE GROUP 5 730-0670 HYSTER OPERATORS 4HAULING BULK LOOSE 17 .33 AGGREGATES) ' T30-1190 STRAUJLE CARRIFX IRCSS. HYSTER AND SIMILAPI IT.33 130-2010 WATER MASON AND 'ANK TRUCK. 1610 GALLONS 0.31 TO 3000 SALL]NS GROUP 6 730-1500 TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YDS. 1T.17 GADU P 7 730-0210 DUMPSTERS, AND SIMILAR E OUIPMENTITOJRNO- 17.18 ROCKERS. TOW NUWAGON. TOURNOTRAILER, CAT Ow SERIES. TERRA COBRA. LETOURNEAU. wESTINGHOUSF ATHEY WAGON. EUCLID, TWO AND FOUA-w HEELEO ' POWER TRACT04 WTH TRAILER AND SIMILAR TUP- LOADFD EOUIPNENT TRANSPORTING 44TERIAL 4140 PERFORMING WORK 1,14 TEAMSTER JURISDICTIONIDJMP t ►RJCKS. SIDE. EVD AND BOTTOM )UMP. INCLUDING SEMI-TRUCKS AND TRAINS CR COM6144TIO4S THEAE3F:3VER 5 YARDS TO AND INCL. 12 YARDS 130-0410 EXPLOSIVE Ta JCK IFIELO MIX) AN) SIMILAP 17.38 t LDUIPMENT 73J-O71J L3W4E) AYO HEAVY DUTY TRAILER: UNDER 5U 1T.38 TONS ;R055 73J-1140 SLURRY TRUCK DRIVER 11.36 730-1160 SNO-G7 AVJ SIMILAR EQUIPMENT 17.311 110-2213 WINCH TRUCE DUAL RFAR AXLE IT.38 GRJU^ 7A ' CITY GF RENTGN SHATTUCK AVE. SOUTH INTERCEPTOR SEWER PAGE 12 'iW Y—R 32320—AA IREVAI LIN; VI NI MUM HOURLY WAGE RATES NOVEMBER 11. 1946 'OCCJPAT IDNt TEAMSTERS LOC A11041 CLALL AM. GRAYS HARBOR• ISLAND. JEFFE RSON. All,!, ( ITS A+. LEWIS. ' MASON. PACIFIC (MIRTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE. WEST TO THE PACIFIC OCEANI. PIEACE. SKAGIT. SNOHOMISH. THURSTON. AND WHATCOM COUNTIES. ' WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION PATE GROUP 7A ' 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.49 GROUP B 730-0220 DUMPSTERS. AND SIMILAR EQUIPMENTITOURNJ— 17.44 AGCKEAS. TOURNOWAGON, TOURNOTRAILEP. CAT Doi SERIFS, TERRA COBRA, LETOURNE4U. WESTINGHDUSE ATHEY WAGON. EJCLIO. Two AND F)UR—WHFEIEO POWER TRACTOR ATM TRAILER AND SIMILAR TOP- ' LOAOE) EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WIRK IN TFAMSTER JJRISDICT 104:DJ40 TRICKS, SIDE, ENO ANO BOTTOM DUMP, INCLJOING SEMI—TRUCKS ANO IRAINS JR COMBINATIONS ' THEREJFIC'VER 12 YARDS TO AND INCL. 16 YARDS GROUP a ' 130—OLI0 BULK ^E4F"IT TAKER 11.49 730-0230 JUMPSTEAS, AND SIMILAR FQUIPMFNTITOJRNJ- 17.49 ROCKETS. TOUINOWAGON, TOURNOT44ILER. CAT OW SERIES, TERRA COBRA, LFTOURNEAU. WEST 14GHOJSE ATHEY WAi ON. EUCLID. TWO AND FOUR-Wl EELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADE) EQUIPMENT TRANSPORTING MATFRIAL AND PE4F)74140 W)RK IN TE44STER JJRISDI(.TICNIJJMP TRUCKS. SIDE. ENO AND BOTTOM )JAR. 14CLUDINI SE41—TRUCKS AND TRAINS OR COWBINATT)NS THEREIFtIVER 16 YARDS TO AND INCL. 20 YARDS /10-7.0IS WATER WAGON 4NJ TANK TRUCKI OVER 3000 GIALL34S 17.49 ' CITY IF RE,0314 S.14TTUCK AVE. SOUTH INTE9CEPT]R SEWER ' PAGE 13 14WY-R32320-AA PREVAILIMG MIVINUN HOURLY *AGE RATES 41VE4RE4 11. 1966 O:CUPATIUNt TEAMSTERS LICATIJNt CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON, KIMG, KITSAP. LEIS. ' MASON, PACIFIC (MIRTH JF THE 4A W144UM CJUNTY NJRTHERN 5004044Y EXTENDED DJE WFST TO THE PACIFIC OCEAN), PIERCE, SKAGIT. SNOHOMISH, THJRST)N, AND WHATCOM COUNTIES. WAGE RATES 'ICCUPATIUM OCCUPATION STATE CODE DESCRIPTIOM 14tE GROUP 10 130-0120 dJLL LIFTS, IR SIMILAR FQJIPMEVT USE) IN 1T.51 LOADING 0R JVLOAOING TRUCKS. T4ANSP34fI4Gi MATERIALS OY J09 SITESIOTHER THAN WAREHOUSING GROJ P 11 ' 730-1405 TRANSIT MIX. 1T•54 JVER ♦ Y)S. TO 4NJ INCLUOING a YOS. ' GROUP 11A T30-1S10 TRANSIT-.IIX JSED EKCLJSIVELY IN MEW 1/.54 CUNSTR. (OVEN ♦ YJS. TO AND INCL. 6 YOS. ) GROUP 12 13)-0010 A-FRA4F JR HYURALIFT TRUCKS JR SIMILAR 17.64 EJUIPMEVT WHEN A-FRAME DR HYD44LIFT OR SIMILAR EQUIPMENT IS IN USE GROUP 13 730-3240 OUMPSTERS. AND SIMILAR EiUTA4E'4TtTOUR43- 11.66 ' ROCKERS. TCUANOWAGON, TOURNOTRAILER. CAT 04 SERIES, TERRA C0RAA. LETOURNE4U. WESTINGHOUSF ATHEY WAGON. F.UCLIO. TWO A40 F7lIR-W4EELED ' POWER TRACTOR WTH TRAILED AND SIMILAR TOP- LOADEO EJUIPMENT TRANSPORTING MATERIAL AND PERFORMING MIRK IN TEAMSTER JJIISOILTIDV10J4P TRUCKS. SIDE. END ANU BOTTOM JUMP. INCLJOVIG ' SF141-TRUCKS AND T4414S 04 CJM114ATIONS THERE)FIOVER 20 Y%ROS TO AND 14CL. 30 YAROS LITY 1F 4EVT14 SHATTUCK AVE. SOUTH 14TERCEPTUA SEWER PAGE 14 r< SNWY-R)2)20-AA PiEVAILING MINIMUM HOJRLY •AGE RATES N)Vf ROEA IA. 1946 OCCUPATIONt TEAMSTERS L)CATIDNt CLALLAM, GAAYS HA100R. tSLA49. JEFFERSUN. KING• KITSAP, LEWIS. MASON, PACIFIC IN)RTH OF THE WAHt1A(JM :)LINTY 43IT444 4OJ4041lY EXTENDED DUP WEST TO THE PACIFIC OCEANI. PIERCE, SKAGIT. SNOHJMISH. TRJRST)N, AND MHATCJM COUNTIES. WAGE RATES OCCUPATION OU UPATION STATE CODE OESCRiPTIO'4 RATE GRIIUP 1) TIO-0720 LOWSEJ AVO HEAVY JUTV TRAILERt 50 TONS GMUSS TO AND INCLJOIYG 100 TONS GR)SS GR)uP 14 730-1415 TRANSIT NIX, 17.7J ^.VE+ 6 YOS. TO AND INCLUD M; 5 YOS. GROUP 15 73J-02S0 OUNPSTERS. .ND SIMILAR FOJIP14E4T3Tl'.1RN)- 17.47 ROCKERS, 1OJRNOwAGON, TJJRN'TTRA ILEA. CAT OK SERIES. IERA$ COBRA, LETOUANEAU. WESTINGHOUSE ATHFY WAGM. EJCLIO, T40 AND F)uR-.WFFLED POKER TRACTOR MTH TRAILER AND SIMILAR TOP- LUAJE) F)UIPAW TAANSPORTING MATERIAL ANO PERF!"1144 ADKA IN TEAMSTER )441S91Ci Il4lOJMP T w.r N:, S16V END AND SUTTUM O'JMP. INCLJDIN4 •.i TR YS ND TAA14S OR CON51MATIJNS Al V)S. TO AND 14CL. 40 VDS. )UTY TAAILERI OVER I" ' GROUP 16 7)J-LAY: I '�$A A .D: . 7 AN.' INCLJOING 10 VOS. 1 ' .trI of AENT1% $HATTUCK AVE. SOUTH t4YFWCEPT )R SEWER PAGE 15 COY-R 32320-44 PR:VAI LINJ MINIMUM HOURLY 04,:E RATES 43VEM8ER 11. 1986 �UCCUP411041 TEAMSTER; LOCATION: CLALLAM, GRAYS 44480R, ISLAND. JEFFERSON, ,t4G, <ITSAp, LEW1S, MASON, P4CIPIZ tN)RTH Of THE 1144K1AKUM CCJNTY NORTHERN BOJVDAdY EXTE110E0 DUE WEST TO THE PACIFIC OCEAN). PIERCE. SK44 IT, SNOH041SH, THURSTON. ANO WH4TCOM COUNttES. •AGE RATES 12CCUPATIJN OCCUP4TIelf STATE CODE DESCRIPTION RATE GROUP IT 7)0-0260 DUMPSt"S . 4N0 SIMIL4M EOU I PMENT ITCJRN T. 17.98 �CCKEMS. TOVRNOWAGON. TOURNOTRAILER, CAT OW SERIES, TERRA CUSRA, LETOUANE4U, 4ESTIN3HOUSE AtHFY M►GON, EUCLID, TWO ANO FOUR-WMEELEO POWER tRACTJA WTH TRAILER AND SIMILAR TV- LO40E0 f1JI"ENt TRANSPORTING 44TFR14L AND PEATORMING W)RK IN TEAMSTER JJRIS9ICT10N:OJ+P 1 MUC4S. Sli)E. FNO ANO SOTTOM DUMP, INCLUDING SE'4t-T6tUCKS AND TRAINS OR CO4814ATp4S THE RE' t 1OVER 40 YARDS TJ AVO I•ICL. SS YARDS GROUP to 730-1-43S TRANSIT MtK, 14.01 )YEA 10 YDS. TO AND INCLUDING td YOS. ' GM�aln 19 T)J-IW 4 TRANSIT AIX, 13.ii IVER 12 VOS. TO AND INCLUDING 16 VOS. GROUP ZJ 1))-144T TRAVSIT MIX. 18.15 JV F< le TOi. % AN9 IVCLIA)ING 20 Y)S. . 1 )�J^l Aal TRANSIt 4104S 4NJ TRUCKS MAULING CONCAETE, OVER 17 vOS. LITY 3F RENt34 SNATTUCK Ave. SOUTH IMTEMCEPT]R SEWER PAGE 16 'H4Y-102120-44 ORRVIM M MINIMUM HOURLY 44,E RAFE$ V3VF'/8FA I3. 194b U::UPATIONt PEAMSTEAS LICATIONI CLALLAM. GRAYS HA4831. ISLAND, JEFF?R$ON, KING, KI' TSAP. LSOIS. MASON. 94CIFIC (41RTH OF THE W&W W UN :3JNTY NJAINEAN BOUNDARY EKTENDED OJE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT. ShOHONFSN. tHJRST)N. AND MHAtC09 :JUNtIES. wAGF RATES OCCUPAT IJN OC:UPA TI ON STATE ' CODE DESCR IPt IJN RATE GROUP 21 130-0433 ES':JPt JRIVel 12.00 730-1023 PILOT CAR 12.00 GROUP 23 T30-0490 FLAT9EI) TRJC<. SIYGLE REAR AXLE 15.25 710-IUIO PICK-UP TRJCX 15.25 :ROUP 24 730-0810 NECHAMIC HELPER 16.91 GROUP 25 710-0610 4ECH4NIC 17.11 GROUP 14A 710-152J TRS4SIT-41X USE) EXCLUSIVELY IN HEAVY 1701 CONSTR03VFR b YDS. TO 449 IN:L. 8 Y)S. GROUP ld4 ' 7. -1510 TR44SIT-41X JSF) EXCLUSIVELY IN HEAVY 17.8n CCNSIR.13VER 8 YUS. TO AND INCL . 10 YDS. Ga 3JP 194 130-1540 TRANSIT-v IX JSED EXCLUSIVELY IN HEAVY lR. ' CONStA.tOVcR 10 YUS. TO AND INCL. 12 YOS. tCITY OF RERTC4 SHATTUCK AVE. SOUTH INtERCEPTOR SEbER 1 P4;= 17 r '/4Y-R32320-44 PREVAILING MINI4U4 HOURLY WAGE RATES NJV EMBER !l, 1086 j.CJr^ATION: TF.ARSTERS rI.DCATTON+ CLALLAM, GIA+S HAABOR, ISLANO. JEFFERSON. KING. ' ITSAD, LEWIS, MASUN. PACIFIC JNORTH OF THE WAHKIAKUN COUNTY .NORTHERN BOUNDARY EXTENDED OJE WEST TO THE PACIFIC OCEANI . D1EyCE. S NUHO4ISH, THURSTON. AND WHATCO4 CUUNTIES. SKAGIT, rWAGE RATES OCCUPATION' OCCUPATION C7DE DE'CRIPTICN STATE GROUP 194 RATE 730-1550 TRANSIT-VIX USED EXCLUSIVELY 14 HEAVY CONSTR. tOVER 11 YOS. TO AND INCL. 16 YDS. ' GROUP 104 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONS"-:3 VE4 1-4YDS. TO AND INCL. 2) YOS. Id. 3� GROUP 2IA 730-ISIO TRANSIT-MIX t/SEO EXCLUSIVELY IN HEAVY C 4ST4.s3VER 20 YUS. 18.51 rOTHER 710-9735 STATE : FOR OCCUPATION 130-0260 IN GROUP 17 ' ADD .15 S/H4. FOR EACH 10 YARD INCRE4ENT OVER 55 YARDS 7JJ-9716 STAfFs JVERTIME-ALL WORK PERFORMED IN EXCESS r OF R HOURS PER DAY OR 40 HOURS PFR eFEK, Mt1N- DAY TlROUGH FRIDAY, AND ALL WORK PEKFORMED IN S4TU4JAYS SHALL BE PAID AT ONE AND ONE- HALF r TIMES THE REGULAR RATE. OF PAY.ALL WJIK PcR- FCRME) ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT OOJBLE THE 4EGULAR RATE OF PAy. r r rCITY OF REJTON rSHATTUCK AVF. SOUTH INTFRCEPTDR SEWER PAGE Id r r r r r SUPPLEMENTAL PROVISIONS r r r r r 1 r r r r r CM OF RENTON 1 STNUINO MIFICRTIOS TNI STANDARD SPECIFICATIONS FOR ROAD, FIDE NO MUICIPAL LCNSTAICTION HBEPARED By THE WASHINGTON STATE OEPARTENNT OF TANSPaThTION AC THC WASHINGTON STATE CAPTOR U THE NERICAN RLg IC MOMMS ASSOCIATION 13BA EDITION S1WLL BE 'FREINWFTER AoVWRED TO AS THE •STATOAD PECIFICATIoNS• ND SRID 4ECIFICATIO4 TOGETHER WITH THE LAMS OF THE STATE OF *_WNGTON ND TE ORDIIWgS ND CARTER OF I;E Cl OF RENTON. SO FM AS ANLICANLE, AWE HEREBY INLUDED 1N THESE SPECIFICATIOA$ AS THOpHU HEREIN. THOUGH p.'7TED 1N THEIR ENTIRETY AND SWILL APPLY EXCEPT AS *ENDED DR & BY THE 9'ECIAL PTHOONS A COPY OF THEE STANDARD SFECIFICATIONS IS ON FILE IN THE OFT"CE OF THE PUBIC MOMS DIRECTOR, ' MUNICIPAL BUILDING, RENTON, WASHINGTON SB033, MERE THEN HAY E EAMDED AND COPIED BY N!r INTERESTED PMTY. WHENEVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SIION RFTEREICE SHwU. BE CONSTRUED TO HEM THE CITY OF RENTON, AO WHERE RETOOCE IS MADE TO THE I EER, S LYN RFFEREIIE SALL BE CONSTRUED TO WAN 11E DIRECTOR Ii R B RIC MOMS, ENL CITY OF RdTON. NG NIS OILYAUTICRIMO RE�RATIK. ' NOTE: THE SPECIAL AM SPPLEPES:Ti. PROVISIONS HEREINAFTER CONTAINED SHALL E IN ADOITir, TO OR 91ALL SRPEASEE PRDVISIOE E THE STANVRO 9SCIFICATIOS IN CONFLICT HEREWITH. STADAM PLANS THE STANDARD PLANS FOR ROAD AD MIOOE CONSTOWTION BY THE WASMINCTON STATE EPARTHENT a TRAN"TATION ND THE WASHINGTOI STATE CHAPTER OF THE NERICM PL6.IC MO115 ASSOTHEN O(RL`Y.OA/01/BS) ANC HEREBY INCLUDED IN 7HESE SPECIFICATIOS AS TIAIOH ODTEO IN HEIR ENTIRETY ND SNYt,I APPLY EXCEPT AS AHEN�D OR SllERSEtED BY THE CITY R RENTON STNOMD PLANS BOUC HEREIN. A COY OF THESE STANDARD PLANS AND CITY OF RENTON STADARR, PLANS IS ON FILE IN THE OFFICE OF THE ' PUBLIC HORS DIRECTOR, WW'CIPAL BUILDING, FENTON, MAg,INGTON 98055, COPIED BY WHERE THEY MAY BE EXAMINED NO ANY INTERESTED PARTY, ' HEADINGS HMINGS TO PARTS, SECTIONS. FORS, ARTICLES ND SBARTICLES AM INSERTED FOR COHNv,NtEHtE DA ' RETFRFNCE DAY PHD SMALL HOT AFFECT THE INTEIMIIETATION OF THE CONTRACT OOCUENTS, ' "FRLDENTAL AD SPEC,AL PROVISIONS STRUCTURE THE SPEC^IFICATIONS NOTED HEREIN ARE 1N ADDITION TO, OR IN LIEU OF, THE STANDARD VECIFiCATIONS. MERE SECTIONS ARE MANNED •REPLAEHENT SECTIOV• OR •PARTIAL WLACOENT SECTION-. THE ' SPECIFICATIOS HEREIN ARE TO REPLACE. OR PARTIALLY REPLACE, THE STAND SoCCIFICATIOS W-M. M HM ERE SECTIONS ARE MED •4DOITIOWL SE[T1OP, THE SPECIFICATIONS 'ERE IN ARE TO BE M AM TION TO THE STNDAOZ SPECIF"ITIONS NOTED; WHERE SECTIONS ARE MARRED •SUppLHEREDEN SECTION^, TIE 9'ECiFICATIOS HEREIN ARE TO E A SIPPLEW NT TO THE STANDARD SPECIFICATIONS. DIVISION I GENERAL ROOIREYENTS 1 I-M DEFINITION MD TEROG 1-01 10 OEPAPPO R OE--MTwW OP_TAMISPOPTATION (MDITIOI/AL SECTI I WEN THESE SPECIFICATIOS REFER TO TIE MPMTENT OR DERMT Dr OF TRANSPORTATION THIS RT041CI , WILL ALSO IHELREE THE CITT WERE AP9.ICABLE. 1-0 1 11 1t:Nm (REPIA(IIEM 1 ON THE DIRECTOR OF PLONK WOWS, KTING DITECRN OR TEO" HIS ALDWERIZED REIPRES£NTATIVES. 1-01 77 SELTETMv SE^AFTMY CIF TRANSPORTATION (SPPLEMENTAL SECTION` TE CHIEF EAEMIVE OFFICER M TIE CEMI T 90 L ALSO REFER TO THE DIRECTOR OF KMLIC WOb S. }�1:.26 STWOMD SPE^IFS"aT•OS IKDIT10wL SECTIORR I OTER CERTAIN RFEF06ED STANDARDS, AS Q15C IN THIS SPECIrICATION, ARE FROM THE LATEST EDIVIC14S O: AMA MERICAN MTERAEAKS ASSOCIATION k6l MC�IICRW NATIOHAL STANDARDS MA O&MCAN STMQAROS ASSOCIATION AST* *",M MR SOCIETY FOR TESTING AND MATERIALS NEC wl:ORAL ELECTRICAL CODE. 1-01 7T STATE (ADDITIOK% %GTE I THE STATE SMALL ALSO REFER TO THE CIT9 OF RET.TON AM ITS AUTHORIZED REPRESENTATIVES MERE APPLIrMLE. I 1-01.77 'AGEING O AMI GS (CM-ACDW SEy?I�Ok' THE TERN "SHOP ORANTIZ. SHALL REFER TC THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED RWTERIALS,ET/JUNE/.T. NETHEDS Q INSTALLATION, OR OTHER COSTRUCTION P1EPAIED BY TIE CONTRACTOR, A SMCOTRACTOR, OR A ~ACTI/ER AND 9ANITTED FOR THE APPROVAL OF THE OAEA. 1-01 N ACT 1F GID (ACD:TIONAL SC:TION1 -ACT OF �M- WAS AN EARTMpWE, ROM. CICLOE, OR M`ER CAIACLY941C N+NEM)ENON OF MA%K. A RAIN, WINDSTORM, HIGH WATER OR OTHER NMTAAL PHQQENON OF IR67SM. INTENSITY FOR THE SPECIFIC LOCAUTY OF THE KM, MHICH MIGHT REASONA v TOME KEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCAL:TV OF T.E MPH, SHE. NDN BE CONSTRUED AS AN ACT OF GOO. 1-01.39 OF FOUAL OlDCPIONA1 Y 11M1 WERE THC Top " EOUAL- IS USED HEREIN, THE ORER. OP T!' OWNER ON RECO MIMATION OF THE , ENGINEER, 94ALL OE THE SOLE XM OF THE QQWLITY RO SLITAWII ITN OF THE PIIOPQSED SLOSTITUTION. 1-Ol AO IRR A, iADDITIOWI SECTION) THE TEAM -APPROVAL- OR -APPROVED' 9WLL 'CAN APPROVAL GIVER BT OR vIVEN PROPEP'_T ON THE BCHPL` r THE OWNER. i SupRlOw+lW1 SN11C1 T1cWtlms (ReV 09/01/66) POW 2 I 1-02 BID PKCEDIIES AND CONDITIONS 1-02.2 RATS AO SPECIFICATIONS (NEPk.AC[0R SECTION) COPIES OF PLANS AN 'ECIFICAT1OS (OICCING DOCUMENTS) WILL BE 04 FILE IN TE OMION ENGIHEEAING SN.CTION OF M C3T, l RDUDN PUBLIC WOKS OEPARTMW 200 MILL AVE" SOUTH, RENTON WA, •:.'Ss. BEDDING O4%RORS ARMY BE OBTAINED AT THE AIM OFFICE, ON 81 MAIL, ON RMIPT OP TIE FEES AS SET ' FORTH IN THE CALL FOR BIDE', WAKE CNEDM PAYABLE TO THE CITY OF REM?. 1-02.6(li PROPRIETARY IWO►ATION ' YEN" 94RA0 IDENTIFY CLEARLY ANY NWTERSAL(S) WHICH CONSTITUTE '(VALUABLE) FONAM, DESIOIS, DRAWINGS, AND RESEARCH DATA' SO AC TO BE DD0d'T FROM ►alC DISCLOSURE, WN 42.17.310, OR A,. MATERIALS OTHERWISE CLAIMED TO BE 00011, ALONG WITH A STATEMENT OF THE BASIS FOR SUM GAIN O 01MPTION. THE DEPARTMENT (OR STATE) WILL DIVE NOTICE TO THE VE0OOR OF APN FEOEST FOR DISCLOSURE O SUCH waw:ON WalvED WITHIN 5 (FIVE) YEARS FROM THE DATE OF %MISSION. FRILLRE TO SO I AffL Sl CH MATERIALS OR FAILURE TO TIMELY RESPOO AFTER NOTICE OF REQUEST FOR RIiIC DISCLOSURE BEEN GIViN SMALL BE CEDED A NAIVFR BY THE UMITTIMG VENDOR OF ANY CLAIM TWAT SUCH MATERIALS ARE, IN FACT, SC E10WT. ' 1-C2.12 Pl9LIC OPININGS OF BIDS (REPLACDONT SECTION' SFALE' B'D5 W1:.L BE RECEIYE'D BY TF CITY OF RENTON , WASHINGTON, BY FILING WITH TF. CITY CLEW, MUNICIPAL BUILDING, RENTON, WASHINGTGN, AS PERM CALL FOR BIDS AO WILL BE 041ED AO PUiICLI tREAD .ALOUD. 1-0I APNRC AD LTEWION OF CONTRACT 1-00.1 U.J6IDEAATION O BIDS (ADDITIONAL SEZTICN) 1 ALL BIDS tlu BE HA5E1 IN -OTAL SIN OF ALL SLTEDLLES OF PRICES, 10 PARTIAL BIDS WILL BE KCL'TC UNLESS $0 STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCEDU.E OF A 810 TO THE LOWEST BIDDER AT ITS DISCETION. 1-04 SLOPE OP THE ROB( ' 1-06.5 PACCEDUE AMC PROTE,T BY THE CONTRACTOR (REPLACEMENT SECTION; ANY QUESTIONS ARISING BErWnN THE INSPECTOR AND THE CONTRACTOR OH HIS SFiR1NTENOENT OR FOEmAN AS ' TO THE NEANINO OR INTENT O ANY PART OF Tf PLANS AO SPECIFICATID, OR ANY CONTRACT OOCIAENT, SMALL BE IMMEDIATELY BROUGHT 10 THE ATTENTION OF TIE P1$IC WOKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AMC ADJUSTMENT, IF WARRANTED. ' FAILLPE ON THE 'OUT OF THE PUBIC ROANS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CODENN OR REJECT IMPROPER, OEf7LTIVE OR INERIOR WORK OR MATERIALS, SALL NOT dE C'JASTRt'm AS AN ACCEPTANCE OF NO SROH NOW O: MATERIALS, OR THE POUT IT THE IMPROVEMENT IN WHICH THE SAFE PAY HAVE BEEN USED ' TO PREVENT DISINM AO LITIGATION, IT IE FURTHER ADM BY TA. PARTIES 'ERETG THAT THE PUBLIC WOKS DIRECTOR OR MIS AFJ%SENTATNVE 9-ALL DETERMINE THE QUA/TI'Y AO Qu ITY OF M SEVERAL KINGS OF IMP EWLACCD IN THESE IMPRDV'EIENTS. HE 94ALL DECIDE ALL QUESTIONS RELATIVE 10 TIE UM,,'tIO. O THE 01141 AO THE INTEMETA1101 OF THE PLANS 110 SPECIFICATIONS. iIN THE EVENT THE COATR TON IS O THE OPINION HE WILL BE DAWGED BY SNp, INTERPRETATION, HE SHALL, WITHIN 5 DAYS, NOTIFY THE ONCINEFA AMC THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AK ' AMOUNT OF THE DAMAGE OR DAWCES. TIME IS OF THE ESSENCE IN THE f'VINC OF SUCH NOTICE. IN THE S-0Ri~tAl SwIfic6tlmP (RAY 09/01 T. PGA 3 EVENT AN AGEESENI JWUT THEM BE REACHED WITHIN N DAYS. THE CITY AND THE CO1TWy-TOR WILL EOCM , APPOINT AN ARBITRATOR ND THE TWO SHALL SELECT A T41FO WITHIN IO DAYS THEREAFTER, THE FINDINGS AND DECISION OF THE BOW S ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, , UNLESS THE aDIXIEVED PARTr. WITHIN 30 DAy3, OYALLENDES THE FINDINGS AND DECISION By SERVING ND FILING A PETITION FOR REVIEW By THE UMION COUP, O' KING COWRY, 034INDTDN. THE TADuos FOR THE PETITION FOR REVIEW NE LIMITED TO SIGNING TAN: ('HEFINDINGS AND DECISION: , 1. ARE NET RESP(WGIVE TO THE QUESTIONS SMUTTED; I. I5 CONTRARY tt'. THE TERMS OF THE CONTRACT ON ANY COPOEHT THEREOF; ' N. IS ARBITJHR+ ANG/OR 15 NOT BASED COON THE APPLICABLE FACTS AND THE LAW CO/1M^LING THE ISSUES SMUTTED TD ARBITRATION. THE BOARD E ARBI TATONS SHALL SUPPORT ITS DECISION By SETTING FORTH iN WRITING THEIR FINDINGS NC , CONCLUSIONS BASED ON THE EyIDENEF ADDUCE) AT NA SUCH HEARING. THE ARBITRATION 94ALI BE CONDUCTED IN ACORDACV WITH THE STATUTES O' THE STATE OF KhINCTO. NNE COAT DECISIONS GOVOMING SCAN RROCE.AAE. , THE COSTS OF SUCH ARBITRATION SWILL BE N7ME EQUALLY By THE CITY NO THE CONTRACTOR LMLESS IT 15 THE BOND'S MAORITY OPINION TINT THE SNTRACTDR" FILING OF THE !RETEST OR ACTION IS CAPRICIOS OR ' WITHOUT RE OLAB E FOUNDATION. IN TN: LATTER CASE, ALL COSTS SHALL BE ®PE By THE CCHTWTR. TIE VONE OF ANY SUIT SHALL E IN KING MNRY, WASRINGTON, AND IF THE CONTRACTOR IS A MON-RESIDENT ' OF TIC STATE OF MA VCTON, HE SHALL DESIGNATE AN AGENT, COON NON RDCESS MAY FIESEARED. BC tPE COBENEING POP( UNDER THIS CONTRACT. a-O .LO USE OF WRTERIAL5 FOIE ON THE PROXCT iADDITIONAL SECTION) ' ALL WYAGE MATERIAL AS MD'ED ON THE PLANS AID TAKEN FROM ANY OF THE 01,CARDED FACILITIES SLAL.., A• THE ENGINEER'S DISCRETION, BE CAREFLLLY SALVAGED AND DELIVERED TO THE CITY SNIPS. AL_ SAL Y,;LE: ,WATEP WINS, F'RE HYDRANTS, VALVES AND APPRATENNHBS, CATCH BASINS, )D STORM ANC SANI-my MANACLE COVERS SHALL BE SALYAGEO AND DELIVERED TO THE CITY SHOPS. AVY :DST INCURRED IN SALVAGING AND DELIVERING SL'N ITEMS 94ALL BE CONSIDERED INCIDENTAL TO 'HE ,PROJECT AND NO CAPENSATION WILL E WOE. 1-04.1, WASTE SITES (WOITIOAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED 9ALI E NALLED, WPEO, AND SREAO Al THE LOCATIONS SELECTED BY THE CONTRACTOR. , THE CONTRACTOR SHALL HAVE THE RESPOLSIBILIT♦ OF 03TAINING 415 OWN WASTE SITE. ALL WORK. INCLUDE: IN TNIS SECTION SHALL E CONSIDERED TO E INC MENlk TO OT R :TENS OF WOA AND NO F,RTER COFENSATION WILL BE MADE. 1 THE ROUTE TARN TO THE WASTE SITE 94RLL E MAINTAINED SOLELY By T DESCRIED BELOW: E CONTRACTOR IN A MANNER AS ' THE CONTRACTOR BALL E PRID ARED TO USE WATER TRUCKS. PONDER SWEEPERS, AND RELATED EQUI-MEN' . DEDED NELESSRNY By THE PUa IC WORKS DIRECTOR TO A 'VIA% THE PROBLEM OF LOST SPOILS 4LON; THE -E. HR@PT P-STORATION OF THE ROUTE 15 MANDMORY. Supolawtal oecl Flcstlms ' 001 09/01/86) Page A 1 THE CMMMTCR 94ILL SECURE ALL NECESSARY PERMITS AO APPROVALS FOR ANY 0"` SITE TO BE USED. COPIES OF THE PERMITS AO ARPHOYk ARE TO BE SUBMITTED TO TNi ENGINEER PR, 0 STARTING ANY Mom. 1 04 13 HOURS O WORM (AOU'TIOMAL SECTION) THE WORKING M AS FOR TNIS PROJECT WILL BE LIMITED TO IED<DAY: "ING ATE PERIOD FROM 6:00 A.M. TO ' 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ETMGIRFiA WHEN IT IS IN THE INTEREST O THE PUBLIC OR IN, CWTRACTOR ME 70 REASONS O SAFETY, MEALTH, OR WELFAE. ' 1 GA IA CONTRACTORS COPIES OF CONTRACT 000UENTS (AOO11246 SECTION THE CCNTAAC(OR WILL BE 9PPLIED BY THE OWNER WITH 5 SETS OF PLANS AND 9'ECIFICATIONS. AT LEAST ONE ONUTE SET OF CONTRACT O(ZAEHTS. INCLUDING OE FULL SIZE SET O OAAWIMGS, SNARL P"_ NEPT AT THE SITE O COSTRUCTION IN GOOD CONDITION MVO AT ALL TIMES AVAILABLE TO THE OHAEA AND THE ENGINEER' ADDITIOAL COPIES OF THE C04TWT OOCTAENTS, 1, REWIRED. WILL BE FL MI9ED By THE OWNER AT MET =1 OF REpRmLCTIW 1-0 CONTROL OF WONT ' 1-05.3 PLAN ANN WORMING 7RAMINGS (PARTIAL REPLACEENT IECT'.CH) pUWING5 SUBMITTED 9ALL BE ON 22 INCH BY 34 IND, MYLAR OR SMALLER 9ETTS WITH OIMEHS10F6 IN ' MLLTIPLES O B 1/I BY 11 INCHES. -0A. 1 SUBMITTALS (NEAR SECTION) THE CONTRACTOR SHALL FUPN:SH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD. SCHEDULES, AND MAKFACTLKR•S INSTRUCTIONS AS REQ IAED TO OIQSTRATT FLLLV THAT THE MATERIALS AO EWIP100 TO BE FUlM19ED AM THE METHOD OF WOU COP-Y WITH THE PROVISIOS AO INTENT O THE SPECIFICATIONS AO DRAWINGS. IF THR INFOMATION SHOWS ANY DEVIATION FF 4 IHE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATETENT IN WRITING ACCOIAM IN, TIE INFORATION. 'OVISE THE ENGINEER OF THE OEVIATION AND STATE THE REASONS THEHEPORE. 1 05 5(1) CONSTRUCTION STARING ff-K 2M SECTION) ' THE ENGINEER SNAL', PAVE THE RIGHT TO MAKE REASONABLE OANGES IN THE ORRDE5 AS THEY ARE SHOWN ON THE WAWINGS. GFAOES WILL BE ESTAELISHED IN THE FORM O OF!'T STARES AT DISTANCES NOT OREATEA THAN '5 FEET FOR BATTER BOARDS OR 50 TEET FOR LASER, SET IN ADVANCE 0 THE WORK. WHENEVER WORK 15 IN TOOE' SS• THE CWTRW..TOR 9W.L HAVE IN HIS EMPLOYMENT A WONER COFETENT TO SET A BATTER BOARD W ' DTHE- RNSTRUCTIW GILIDE FROM THE LINE AND GAOE STARES GIVEN B THE ENGINEER. '.JCH DIPLOYEES SHALL HAVE THE DUTY OM RESPONSIBILITY O PLACING AO MAINTAINING SUCH COSTRR.CTIO+ ' GUIDES. A BATTER BOARD SET WITH AM ENGINEER'S LEVEL. 94ALL BE USED FOR ALL LINES SET ON A ,AAOE O 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BDAPDS SMALL STAKES IN PLArl BE "INGUESTROYt' AND RYING EQUIRE OOPERATIONS. I�, TMBIGH THE CONTRACTOR'S NEGLIGENCE, AESc TING. AAA SHALL BE DEDUCTED FROM THE COMTFACTON'S FINAL PAYMENT EQUIVALENT TO THE EXTRA CDSI ' 1N ENCIMEEAIN. REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD O ESTABLISHING MADE MAY E USED MADVIDINGI 1. REQUESTS FOP USE LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AO APPROVAL AT LEAST FIVE PAYS PRIOR TO USE. SPPciFlcWtio s ^ .RAY 09/01/86) PAIR 5 1-DS.M l)CWT1ALEr- , 2. WAGES ARF OECrFl) AT LEAST ONCE EVERY 50 FEE' AND AT LEAST S TIMES DAILY BY CWVENTIG AL IETMUII[, 5. PROPER NOHORTG O PIPE IS PMCPMM IN ,OCATIO6 WHERE A BOX 15 BEING LaW FOR MAVATIOP. M C'.NTRACTCR MALL APNQ HIS WORK 10 ALLOW A REAR"TBLE TIME FOR M $MIMG CF STAES FOR M WEFT PALSE OR HIS OPERATION TO PEYW WOK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. M CONTRACTOR SHALL. ASSUIE FULL A[$POISIBILITY FOR DETAILED DIM MIO 40 FOR TNWSFEARING ' ELEVATIONS OR MEAStMENTS MEA4RED FROM BUG, STAKES AM MARKS. DALAYS B' PERSON O LAG( OF STAKES OR A TIME REGEST FOR SURVEY LESS THAN S DAYS, ARE DEEMED A RISC TOM CONTACTOR AND SMALL MOT BE Tt BASIS FOR CLAM FOR AMIT104AL CJPEHSATIW OR CONSTRUCTION TIME. ALL C05% FORM COMPACTOR'S SLR'YEVING SAL.L BE CONSIDERED 1NC,DENTAI. TO OTHER 810 ITEMS IN M PROPOSAL, AO NO FURTHER C;SpENSATIOI WILL BE WOE, lKESS A 810 ITEM FOR SYNEYING 1S SPECIFICAL_Y LISTED IN M SCHEDULE OF PRIM. 4-0.5-X2) CWTRACTOP PROVIDED QM7RUCTIW STAKING fN!► SE-r a , WIEX M CONTRACTOR IS REQUIRED TO PROVIDE 'TMTRUCTIOM STAKING NE SWLL BE RESPONSIBLE FOR SEARING M SERVICES OF A PROFESSIONAL LAND SURVEYOR F O SHALL PROVIDE ALL SURVEY STA911G HEM 1N UINAACrION WITH THE PAGXCT. THIS STAKING SMALL CNSISI Or, 00 NOT BE LIMHITED TO: ROADWAY CENTERLINE SAWTARY SEWER !LURE STAKING FIRE HYOPAMTS CUES AND GUTTERS S" 17 LIGHTING GRADING APO PAYING 00MING POWER A TELEPHONE TELEMETRY FIC SIGNAL SYSTEM STOW DRAIN SYSTEM PSI . CO. A P,N.W.B, VMLLTS M Ct#J"TS M MAAENT P'E1IAE4CEISTRADLE POINTS , M CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORM ACCURACY OF TE STAKING NO SALL PROVIDE ALL REPLACEMENT STAKING OR iRESTAUNG NEEDED. M CITY MILL PROVIDE M COMTNACT7R'S SURVEYOR WITH THE NONiZCNTK AM VEA?ICX CONTROL DEEDED TO PERFORM M COdTWCf,DN STAKING. , M COVIRAC'OR'S SRVEYOR SHALL PROVIDE THE ORIGINAL 'POD NOTES AND A SET O M FIELD NOTES WHICH SMALL CONTAIN AS-CONSTRUCTED LOCATIONS OF M I# MGWW?1TS NNSTRCWED Wo THIS CONTWT. THESE MOTES SMALL CONIAIN AS A MINI" M CENTER LINE STATION AND OFF SET AND L-T TO EACH TEE, VALVE, a■7 BUG, HYORINT, MANGLE, CULVERT, CATCH BASIN, INLETS, CLEACUTS, SIOESEKCR, WATER SERVICE, CURB, GUTTER, SIDEWALK, AO ALL OTHER GAUGES 1% ALIGNENT OR OWW AS NAY BE NEEDED TO ORAW ACCRAT� AS MTRtATED RECORDS OF rPE PROJECT. THESE NOTES BALL BE KEPT LEGIBLY, IN 1 FORMAT CONFORMING TU GOOD ENGINEERING PRACTICE IN A NAO COVERED FIELD BOOK SRPLIED TO THE CONTRACTORS SJ VEYOR BY M CITY ON REQUEST. THE LUP SUM UNIT PRICE r(IR CONSTRUCTION STAKING WILL BE F',LL COOCNOATION FOR ALL SBRVEYIMG GEEOEl f TO CONSTRLCT THE UNOVOMURS TO THE LINE NO GRACE PERM APPRIND PLANS, AND t0 PIOVIOE THE REOUIREO COSSMCTIOH AND AS.C,NSTRIIED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MOE IN CONNECTION WITH THE MONTHLY PAY ESTIHARTES MSEO LBbN ROM COMPLETED AS DETEMIW, BY M ENGINEER. ALL RDAHAV STAKING, SUW AS CENTEPLINE, GALS AO GUTTERS, APO GADM ATO ;PAVING SMALL BL DONE AT A MINIMUM DF 25 FOOT CENTERS. A COPY Or ALL CUT-SHEETS AO SIMILAR WORK SHALL BE GIVEN TO M Cl Tr AO A COPY OF M RR'EY CONTRA NOTES SHALL BE GIVEN TOM CITY MEN W. , supplawtal swiflostims (RAY 01,101/56) P" 6 CONTRACTOR PK(I,E0 A£-AUILT_{Hf0►ATION IT $qLL BE THE CONTRACTRS RF9+OS1BILITY M RE-014) THE LCCATIJN, By CENTERLINE STATION. C"SET, AND 00"S KLOW PAVEMENT, OF ALL EXISTING UTILITIES UICOVQEp OR 003SEO CURING HIS 10Rx AS COVED UNDER THIS PROJECT. IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE MIS SURVEYOR LOCATE BV CENTERLINE STATION, OFFSET AMC ELEVATION, EACH NAIOR ITEM OF WOK DOE DEER THIS CONTRACT, NUOR ITES Cr WORN SMALL BE OFSINED TO INLUE TIE FOLLOWING ITEMS: NWIQ,ES CA1DN BASINS NO INLETS VALVES VERTICAL AO HORIZONTAL W405 3ACTION BOLES CLFAMWS SIDE SEVER. STREET LILMS A STANDARDS MYOANTS MA." DRAEES IN 0[SION GRAEiS) VAULTS CULVERTS AFTER THE COMPLETION OF THE WORN COVERED BY MIS CONTACT, THE CONTRACTORS SRVEYOR BALL RRNIDE TO THE CITY THE HAM COVER FIFO BOON(S) CONTAINING THE CONSTRUCTION STAKING, AO AS-SALT NOTES; AO ONE SET OF WHITE PRINTS OF THE CORMWION ORw1NfS UFON WHICH HE MLS PLOTTED THE NOTES OF THE CC TRACTOR IOCATIIC EXISTING UTILITIES, AO ONE SEY OF WRITE PRI,,TS OF THE COMSIRUCTION CRARI A- UPON WHICH HE WAS PLOTTED THE AS-WILT LOCATION OF THE NEW WORN e.S RE Er IN THE FIELD BOM(S). THIS OAARING SMALL BEAR THE SAKYORS SEAL AO SIONATAE CERTIFYING ITS ACRAIACV. THE LUMP SUK UNIT PRICE FOR COSTRUCTION STAKING RILL BE FUEL COFErSIAIION FOR ALL Sl1VEYOG HEELED TO CONSTRUCT THE IMPROVEMENTS TO THE LIRE AO ONAE PER THE APPROIm PIAS, AO TO PROVIDE THE REQUIRED CONSTALTION AND AS{OSTRUCTED FIELD METES. PARTIAL PATENTS FOR MIS ITEM WILL BE MACE 1N CONMECTIM 'IT" THE MONTHHLY PAY ESTIMATES BASED UP.P. Mdb: COMFLM AS DETERMINED BY THE ENGINEER. 1_•05.12 FINAL ACCF"IANCE SREPLAC4KNT SECTION? M CONTRACTOR 94ALL NOTIFY TE EYGIME01 IN WRITING OF THE COMPLETION OF THE qM WEREUyOM THE CGINEER WILL PRryflTLY, BY FERSDNL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COPLETION OF ME WONT IN ACOYIWCE PITS THE TEFmS OF THE CWTWT, AO S.AL THEMMION RECOWNO TO THE 0*0 THAT THE ROAM IS ACCEPTABLE. FINAL DETERMINMTION OF TE NOMPIABILITY OF THE WORM VOLL BE MONDE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR O' FINUL COPENSATION F0.LDWING FINAL ACCEPTANCE BY THE CI" ' SMALL CONSTITUTE FULL AM FINAL PAYMENT FOP ALL WAN LONER THE CENTAACT, IMMUDIG ANv cLA/H FOR CWMGED MIT10f6 OR CHANGED WDA ORDERS OR EXTRA WOM. DELAY OR ANY OTHER CAGE FOR CLALS FOR ADOI-TONAL COPEN TINT. METHOD OF SERVICE OF N_OTICX (RERACEIC^II SECTIONS ' WRITTEN NOTICE SWL,L BE OMEO TO HAVE BEEN DULY SERVED IF DELIVERED •N PERSON TO THE llOtV1DUlAL. OR TO A PANTHER OF THE FIRM. OR In AN OFFICER OF THE CORPORATION OR O,NER OR TO THE CITY CLEPY, OR IF SENT BY REGISTERED UNITED STATES NAl, TO THE BUSINESS ROOESS SOWN IN THE CONTRACT DOCUF..NTS. SMcp1WRATtA1 SORtSrintLmS (MY 09/01/061 POO I a .-05.3 ERRORS ND OMISSIONS (NEW SECTION) ' 1F M CONTRACTOR, IN THE CRRSE O HIS WORK, BECOMES MARE O MT EAPDPS OR OMISSIONS IN THE ' C04TPXT 000"S OR 1N THE LAVOR AS GIVEN BY 90tVEv POINTS AD IMMrTIOIS, OR IF ME BECOES PWAIE OF My DISCREPANCY Kr EEN M COTRCT OOCUOn MD THE PHYSICAL CONDITIONS IF TE LOCALITY, E SMALL IMMEDIATELY INFORM THE ENGINEER. M ENGINEER, IF NF DEEMS IT NECESSARY. 9ALL RECTIFY TIE MATTER MD ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DOE AFTER 9XHM DISCOVERY, , UNTIL AZTHORIZED, WILL IE DOE At THE COrRACTOR-S RISK. 1-07 LEGAL RELATIONS AND NINDASISILITIES TO THE PJLIC , 1-07.4 SANITATION ,ADOITIOAL SECTION) ALL EVE SES IN DJUIED IN 90kVING ACCESS, PyMING, AND SANITATION FACILITIES SHALL BE COkSIOERM INCIDENTAL TO THE ARDXCT AND NO C04V4GAT1ON SHALL BE MADE. 1-07.7 LOW LIMITS (REPLALEIONr SECTION' , ALL MDTOI VENIRES OF THE CONTRACTOR, SIBCOfTRACTORS, ND SW W IERS 9ALL STRICTLY AOERE TO CH. t K.M O THE MOTOR VENIRE LAWS OF THE STATE OF WABMINDTON (1%7 EDITION MD AMENDMENTS THEREOF) IN REGARD TO SIZE, EIGHT. ND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MACE FOR AN' MATERIAL THAT IS OMjWRED 1N EXCESS OF THE LEEK WEIGHT FOR WHICH ' THE VENIRE 15 LICENSED. ANY VIOLATION O THESE REGLLRTIONS SMALL BE REPORTED TO THE AFFECTED LAW ESOCTNENT AGENT. , TIE CONTRACTOR IS TO TU NIS" TO THE POBLIC WOKS C.HECTOR A LISTING OF ALL MALL VENIRES USED ON ' THE PWJXCT, LISTING M VEHICLE KbW, LICENSE N.BER, TAR EIW, AND LICENSED LOW LIMITS. 1-07.9 PAGES (RRACEMEN7 SECTION` ' THIS CONTRACT IS St1BRECT TO CHAPTER 39.11 RLW, MD 400ENtS MD ADDITIONS THERETO AELATIMG TO K41KA WAGES. ON F .E'ERN. AID PO"CTS, FEDERAL WAGE LAWS MD AE.-LATIONS ARE ALSO ARR'L:CABLE. , NEARLY MIAIM4M RATES OF WAGES MD FRINGE BENEFITS AR 94MM jN THE WHTRACT. AEN FEDERAL. WAGE RATES AND FRMZ BENEFITS ARE LISTED, THEY AR IN ACCOROMGE WITH THE LIITED STATES OtmtMCNT OF LABOR OECISICh NLMVR WA B3-51'7. TIE CONTRACTOR, ANY SIBCOCWTC A. OR OTER PERSON DOING THE WONT OR ANY PART O 1T SHALL NO? PAY , ANY WW404L :ABORERS, OR MECIWNfCS LESS THAN THE � 4 IRED HQFLV MINIM.M RATES O WAGES SNEER+ IN THE CONTRACT. :MCF,-• IN EAMS OF SCH N06KY RATES MAY R PAID. 1N ADITION TO THE WAM A:.TE , DESIGNATED, THE EMPLOYER 90LL CONTRIBUTE FOR EACH COPENSAEME HOF TIE FRINGE BENEFITS LISTED. IT 15 SPECIFICALLY NX4STOOp AND AGREED THAT THE WAG: A,'.'TS ND MR GE BENEFITS f' A THIS CONTRACT APE 9.SZCT TO CHAWVGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY ND AS9JfS THE RISK O ANY , INCREASED LABOR COST BY REASON OF PAYING HIONER RATES THAN THOSE 9QM IN THE CONTRACT. WME CITY DOS NOT WARRANT OR REPRESENT THAT LABOR CAN E M"ED FOR THE MINI" RATES SET FORTH OR AS CHAPS' - IT 15 THE CONTRACTOR'S RESPO6ISILITV TO ASCERTAIN THE WAGES ABOVE 91CH, MINI" AS HE WILL HAVE TO PAY, , THE CONTRACTOR 94ALI POST, IN A LOCATION K'EPTABLE TO THE CITY AND LABOR ND INDUSTRIES, A COPY OF THE APPROVED 'STATEMENT OF INTENT TO PAY f._YRILI% PAGE'. A COPY O TE PREVAILING WAGE RATE. FOR ' THE PROmXC'T LPON WHIOM tME CONTRACTOR HAS INDICATED THE APRORIMATE W 4v OF BONERS IN EACH CLASSIFICATION; AND 14 AOORSS AND TELONIOME NAAEER O THE D 3TRIAL STATISQCIMN O THE DEPARTMENT O LABOR NC INDUSTRIES WHERE A COMPLAINT OR IXQ.tAV CONCEMNING MEVAtLiND WA,T, MAY BE MADE. ' SMCDIWWWHtA1 SWlfiCIUMS (Rw 09/01i56) PWBW B , 1-OT.9 CORIMCED ON POECTS GDYENED BY WAGE RATES OEIERMIN0 BY THE STAR OF WMSHONGTO, DEPAPTMW OF LABOR AND I/QATRIES AMD BY TE U. S. SMFVmRY OF LABOR, If T1EPE IS A DIFFEAD6E NETS THE TWO IN THE PREVAILING RATE OF BATE FOR A SIMILAR CLASSIFICATION OF LABOR. THE CONTRACTOR 90" MY NOT LESS THAN THE WALE WHICH 15 M NIOEIt OF THE TWO. IF THE CONTRACTOR WAKES USE OF APPRENTICES ON PROJECTS GOVFIdED BY NNE PARS DETERMINED BY TIE ' STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINELP WRITTEN"TO ME OF RGISTMTION OF SUCH EPI0YEES IN A PROJIM APPROVED By TF STAR APPENTICEAMIP COUCI, AND THE PERIM OF PRO71FSS1ON FOR EAOM ArM MFRMICE EMP.OYEE. ' IF THE CONTRACTOR MANES USE OF APPRIITICES ON PROz:TS GOIEI/ED BY WA.OF RATES DER. '1HC B, THE �. S. SECRETARY OF LABOR, HE SHALL ANEW TO THE ENGINEER WRITTEN EVIDENCE OF AEGISTRATION OF SJCM EIP.DHEES IN A PROGRAM OF A STAR IPPWICCSMIP AND TRAINING AGENCY APPROVED AN RECOGNIZED BY THE U. S. SUP M! OF APPMWIQSHIP AND TRAINING. IN THE ABSENCE OF STD. A STATE AGENCY, THE CONTRACTOR 94ALL SUMP EVIDENCE OF APPROVAL AND REGISTRATION BY THE J. S. BUREAU OF NPPRENTICESN:P AND TRAINING. ' THE OHTRXTOP SMALL RANI' TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISED AF ENTICE .ElIBEYMAM RATIOS AND PALL RATES IN TIME PROJECT AREA, WHICH RILL E THE BASIS FOR ESTABLIYMING SUCH RATIOS APO RATES FOR THE PROJECT IDLER Tf APPLICABLE CLRRACT PROVISIONS. ' IF MY DISPUTE RAISES AS TO WART ARE THE PREVAILING RATES OF WAGES FOR WORK A SIMILAR RATUE TC THAT COMIEIPIATED UNDER THE CONTRACT AID YEAR DISPUTE CANNOT E AD3JM BY TE PARTIES OF INTONES% INCLUDING LABOR 4k 'AAGLIEM REPRESENIATIVES, THE MATTER SHALL E REFERRED TO K DIRECTOR OF THE CEPARTKN' OF LABOR AMC INDUSTRIES OF THE STAR OF VA34ING704 (OR TO THE UNITED STATES SECRETARY OF LABOR WON PREVAILING ONES ESIABLIAED BY THAT OFFICE ARE INVOLVED), AND MIS DECISION THEREIN STALL E FINAL. COLLUSIVE MD BINDM ON ALL PARTIES INVOLVED IN THE DISPUTE. ' IF THE CONiRACTON MAKES LEE OF A LABOR CLASSIFICATION NOT LISTED 1N THE W: AL PROVISIONS, TE CONTRACTOR SHALL REQUEST THE 'DETERMINATION OF THE APPROPRIATE WAGE RATE FOR IE CLASSIFICATION AM ' FON THE AREA IN 041CH AM IS PEIKOBEO, FROM TE INDSTRIAL STATISTICIAN OF THE OEPARTENT OF LABOR AND INDUSTRIES. EFOE THE CITY WILL RELEASE EACM PROGRESS ESTIMATE PAYMENT CEC-. "R VMMACTOR MAST B,AWIT A ' -CERTIFICATION BY %NERAL :ONTRACTO'^ FORM SLPPLIM BY CITY). COIFIAMING TAT PEVAI:iNC WAGE RATES HAVE KEN PAID. ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EAC'- SUBCONTRACTOR SMALL ALSO FURNISH WEEKLY -A•ROL, STATEMENT.H TO THE ENGINEER. ' IF THE COrtRACTOP UTILIZES THE OCCtPAT10N CODE WIEN SUBMITTING PAYROLL'. AND PAGE AFFIDAVITS, AND MOTE THAN ONE JURISDICTIONAL AREA 15 INVOLVED IN THE Cl.PROTE THE JURISDICTIONAL AREA INVOLVC 511AL'. E SNDWM IMMEDIATELY FOLLOWING THE OCCUPATION CODE NU6ER, I.E.: 13.0010 YAN.E. t THE CONTRACTOR-S RECORDS PERTAINING TO PACES RAPID AND PAYROLLS PALL E OPEN TO INSPECTION OR AUD:T BY REPRESENTATIVES OF THE C:TY RARING THE LIFE OF THE CONTRACT AND FOR A PERIM OF NOT LESS THAN THAEE lJ) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF. AND THE CONTRACTOR SMALL RETAIN SLAM RECO9i5 t FOR TAT PERIM. WERE SUDH RECUOS FERTAIWNG TO N%XS MID AND PAYROL" FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR RENTS OF M CMTMCTOR, THE CONTRACTOR EPPRESSLY (A:ARMFEES THAT THE REC.ADS OF SUCH SUBCONTRACTORS OR AGENTS SHALL K OPEN TO INSPECTION ARD AUDIT BY ' AEPRESENTATAVEc OF THE CITT ON THE SANE TERMS AND 1O10I1116 AS THE RECOMM OF TE CONTACTOR. 11. AN AUDIT 15 TO E CDWCNLEC NONE TAN Sf YtI (60) DAYS APTFR THE ACCEPTAPCE DAT• OF TEE NANTRACT, THE CONTRACTOR WILL E G:VCN A REASONABLE NOTICE OF THE TIME MIEN SILM AUDIT IS TO BEGIN. ' EEOE PATENT IS NUDE BY THE CITY OF MY SUMS OBE UNDER THIS CONTRACT, TI( CITY OUST AECEIVE FROM THE CONTRACTOR AND EACM SUBCONTRACTOR. A CUP, OF -STATEMENT OF INTENT TO PAY PREVAILING WAOFS" ' S.Mlasntal Spci Flcatlms (qr 09/01?861 PW 9 1-7.9 CONTiWFD , (FORM L H I N14MER 700-=9) AS S104M MO APPROVED By THE WASHINGTON STATE OEPMTMEN' OF LNCOR NCH , 1TDUSTAIES. LOOK COMPLEt1OM OF THIS CONTRACT, M CM MART RECEIVE FROM THE COMPACTOR AND EACH SUBCONTRACTOR A COPY Q 'AFFIDAVIT OF HOES PAID- (FOAM L M I HAIQR 700-7 STATE OLPARTIENT OF LA A R AND INQSTRIES) CMTIFYIM. THAT ALL PREVAILING MACE REQUIROEMS HAVE BEEN SATISFIED. THEY ' AFFIDAVITS WILL BE AEOUIRED BEFORE ANY FURS RETAINED. ACCORDING TO THE PROVISIONS OF RCW 60.78.010, ME RELEASED TO THE CONTRACTOR. FUF06 NAY E Ogto4W O FROM THE OV40TWXT OF t'BOPt AMC INDUSTRIES. A FEE O- C12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES AD AFFIDAVIT OF MACES MID.-Is AgU1RED 70 ACSDAWY EACH FORM StDMITTFD 10 THE DEPARTMENT OF LROA0INTRAC ,Mp INDUSTRIES. ' TES RESO+pSIELE FOR PAYMENT Q THESE FEES MD SRW1 MACE ALL APPLICATIONS OIREC%Y TO THE DEPARTMENT 3 LmL. AID IMUST� CONTRACT. ES. THESC FEES SHWLL a TMf iDEHTA TO A: THE BID ITEMS OF iHIS IN ADDITION, THE 'RIPE CONTRACTOt SW, SUBMIT TO TE WASHINOTOPI STATE DEPARTMENT O LABOR AD INDUSTRIES A 'REQUEST FOR RELEASE' FL M gpVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. - 7, 1 9! SUBCONTRACTING (RODITIOOL XCTION) BETOE PAYMENT OF THE FINAL UTIMTE, THE CONTRACTOR 94ALL SUBMIT AN MFLDAVIT OF AMOUNTS PAID TO MINOPITY BUSINESS ENTERPRISE AND O' WOMEN N411ES5 ENTERPRISE PARTICIPANTS ON THE ,OW PROVIDED BY , THE CITY; CERTIFYING THE AEANTS PAID TO MIPWFITY 13JSINESS AND OR 1041 N BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (PEgACoCN7 SEC'ION) , THE CONTRACTOR WILL M REWIRED TO CJPLEME AND 5URmIT THE FOLLOWING 7CUENTS BEFORE PROOiE55 41D ' OR FIWM. PAYPENIS TO THE CONTRACTOR WILL BE APPRAVEJ VMS THE PUBLIC VS DIRE^_fOA: 1. EACH MERITN - DEPARTENT OF LABOR STANDARD FORM 257 2. EACH DULY - STATE HIGHWAY FORM PR-1591 ' THE ORER WILL FtpVISN THESE FOALS TO THE PRIME CONTRACTOR "IG THE PRECOSTRLCTIOA NEETING. t AM EQUAL EMPLOYMENT (>PPly1TLI417Y REPORI CERTIFICATE SNWLL BE E)MCUTED OY THE BIDDEN WITH NIS 910 ""''SAL ON THIS PROJECT AND WHICH DOES WITHIN THE PROVISIONS O THE EQUAL EPPLOYNENT OPPORTUNITY REGLATIO$ OF THE SECRETARY OF LABOR AS REVISED HAY 21, I%B. THE FORM OF CERTIFICATE WILL BE ' "WISHED TO THE CONTRACTOR $ITN THE FMPOSAL, WHICH THE CONTRACTOR WILL NEED M COPLEIE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION. PARTNERSHIP, OR CORPORATION WAS PARTICIPATED IN ANY PREVIOUS COmIRCTS OR SUBCONTRACTS SUBJECT TO THE EOWL :PPORTWITY CLAUSE M IF SO, METER OR ' NOT HE HAS SUBMITTED ALL REPOR75 OI.E UNDER APPLICABLE FILING REQUIMONTS. Nct, F CH THE PART 7 THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR t MVC' ON OF 415 BID. NM A M0POSAL LACKS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR NOA.D OTHERWISE RE AWARDED THE CLNIRACT, THE COV7RAC'OR MALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR O PUBLIC NOOKS TO PROVIDE ' THE SAME. IF THE CWrWTOR REFUSES OR FAILS WITHIN THAT TIPS TO PROVtOE THE CERTIFICATE. THEN THE PW,040 AL OUAIMTEF. IN THE FONT OF BOND, CHECK, OR CASH WHICH ACCOPANIED THE BIG, WILL BE NUFEITED TO THE CITY. %wluentAl SD$a17lcatlo s ' (Re, D9/Dl YBF, PwW 10 CONTINUED IWEEVEA A CONTRACTOR RDIE.5T5 PERMISSION TO SUBLET A PART OF ANY CONTRACT NO SUCH CONTRACT COQS WITHIN THE PROVt5I005 tf THE EGIAL O14ORTkNITY REGULATIONS OF THE SEOETARY OF LABOR, REVISED H^Y 71, 1966, K SMALL OBTH.H. THIS CERTIFICATION FROM HIS PROPOSED 9J1BCf (TRACTOR AND FORWARD 1T t TOLETIER WI'.' SUCH REGEST. NO SME'ONRIACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SJOCO.-RACTOR. ' FOR THIS PURPOSE, CERTIFICATION FORMS HAY BE OBTAINED FROM THE PPD,ICT ENGINEER ASSIGNED TO TN15 PRO.ICT. -O7.13 ACTORS RESPONSIBILITY FOR WOW (REPLACEMENT SECTION) THE WOW SMALL OF DOER THE CONTRACTOR'S RESPONSIBLE CARE AD CHARGE. THE CONTRACTOR 94ALL BEAR e ALL LOSS no 0444M WNATSOEb°R AD FROM MIATSOEV"-A CAUSE, EXCEPT THAT CN15ED SOLELY BY THE ACT OF THE OVER WHICH MAY OCCtR ON OR % THE WOW DURING THE FULFILLMENT OF THE CONTRACT. IF ANY =11 LOSS a DAMAGE OCCURS, THE CONTRACTOR SMALL IMOEDIATELY MAIE GOOD N!Y SUCH Loss ON DAMAGE, NO IN THE EVEN' OF Tot CONTRACTOR REFUSING OR NEGLECTING TO 00 SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT [. .lE OTER PERSON, TONE GOOD ANY SUCH LOSS OR DAMAGE, NO THE COST AID EXI"SE O 50 DOING SWV_L BE CHAPLED TO THE CONTRACTOR. THE O7)NTRACTOR ALOE SMALL AT ALL TIMES BE RE-9O6IBLE FOR THE SNTTY OF MIS AD H15 SMLOMXTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTORS PLANT AND EQUIPMENT ND THE METHOD ' OF PROSEMING THE WORN. "ING UNFAVORABLE WEATHER AID Oi1ER CONDITIONS, THE CONTRACTOR SHkI PURSE ONLY SUCH POITIOS OF THE NOW AS SAL_ NOT BE DAMAGED THEREBY. NO PORTION OF THE WOO( WHOSE SATISFACTORY QUALITY ON EFFICIENCY W, L BE AFFECTED BY NFAVORABLE CONDITIONS SIAL, PE CNSTR.ICTED WHILE THESE CODITINS F-"ST. UNLESS BY SPECIAL MEANS OR ' PTECALRINS ACCEPTABLE TO THE ENGINEER. THE CONTRACTOR BALL BE ABLE TO OVERCOME TER. ' 1-O7.14 PESPOHSIB:LITY FOR DAMAGE (ADDITIONAL SECTION) THE ONTRACTOR SHALL RE FLSKP616LE FOR CONTROLLING OAT AD MD WITHIN THE PROJECT LIMITS AMC ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SMALL BE PREPARE, TO USE WATERING TRAMS, POWER SWEEPERS, PID OTHER PIECES OF EQUIPMENT AS OEEMEC. NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. ' DUST AND HD CONTROL SHALL BE CNSIDETED AS INCIDENTAL TO THE PROJECT, AD NO C@PENSATION WILL BE NAM FOR THIS SE:.TION. COMPLAINTS OF JUS, " OR UNSAFE PRACTICES AID/OR NRLPERTY TO PRIVATE ONERSHIP WILL BE TRANSMITTED TO THE CONTRALTO AD PROMPT ACTION IN CORRECTING THEM WILL BE REQJIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AD RESTORATION O PROPLATV (REPLACEMENT SECTION! t THE OWNER WILL OBTAIN ALL EASEMENTS AD FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SMALL NOT TRESPASS ON PRIVATE PROPERTY, THE OWNER WAY WNOVIDE CERTAIN LANDS, AS INDICATED IN CONaECTION WITH THE WOW UNDER THE CONTRAC' ' TOGETHER WITH THE RIGHT OF ACCESS TO 9" LADS. THE CONTRACTOR SMALL NOT U/EASOASLY ENRMHR THE PENISES WITH HIS EQUIPMENT OR MATERIALS. S�wlWwntal SRWci FicAtims (RR. O9/O1/56) PHq 11 j-O7,16 CONTINJEtt THE LDNTRACT% SWILL FAOVITE. WITH W LIABILITY TO M MAP, ANY AODITIOAN. LAND AND ACCESS ' NORM PDT 940M OR Ot"IBIED THAT MAY BE ABGUIRED -OR MrORARY CONSTRUCTION FACILITIES on STORAGE OF MATIRIALS. W SHALL CONSTRUCT ALL ACCESS ROWS, OETQR ROWS, OR OTHER TEMPORARY MOW AS AQUIRED BY HIS OPERATIONS. TK CORIUCTOI .,ALL COPIHE HIS EpUIPMENT, STORAGE O MATERIAL, NO OPERATION OF MIS WAYQR\ TO THM AREAS SOWN AND DESCRIBM NO RXH ADDITIONAL AREAS AS HE MAY PROVIDE. A. ODERAL. ALL COSTRCTION WOW UOFA THIS CONTRACT ON EASEMENTS, RIGHT$-RAY, OVER PRIVATE ' PRA{Aly OR FRANCHISE, SMALL BE COPINED TO THE LIMBS O SUCH EASEMENTS, RIGHT-W-WAY OR ERNCHISE. ALL WDRX BALL BE ACCOMIM SO AS TO CAUSE THE LEAST IMONT OF OISYIRBNCE, AID A MINIMM NaNT OF DAMAGE. TIE CONTRACTOR SWB.L SOED,LE HIS WORM SO THAT TREHDES ACROSS EASEMENTS SHW.L NOT BE LEFT O" OWING *BOOS OR HOLIDAYS NO TRDCTES SAIL NOT BE MEN T ' MORE THfw AB MOLARS. B, STRICTURES, THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NESSSAAY FDA nE PERFUWACE O THE ROW NO, IF REQUIRED, SHALL REBUILD THE SIRIlCTUES MA REMOVED IN AS DOLL A CONOITION AS FDUD. HE SWILL ALSO REPAIR ALL EXISTING STNCTIAES AHIOR MAY BE DAIRA'.ED AS AESLT OF THE PTA( DOER THIS COMPACT. C. EASD04TS - CULTIVATED AREAS NO OTHER SWWACE I.PROVOONTS, ALL CULTIVATED AREAS, EITHER , AONICTLTUAL OR LARKS. AID OTHER SURFACE IM'ROVO4NTS WHICH ARE DAMAGED BY ACTIONS O THE C04TRXION SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR :RIGINk CONOITIONL ' PRIOR TO EXCAVATION ON AN EASDW ON PRIVATE RI(M-Q-NARY, TIE CONTRACTOR SMALL SNIP RP pGl� FIA7N THE TAEHgN ON CONSTRUCTION NEP AHO STIX]OILE IT IN SUN A MNMR THAT 1T MAY BE AERACED ' By HIM. UPON COMPLETION OF CONSTKCTION, DKANEHTAL TREES NO SMBEBEAy SHALL BE CARDuLY WJQVEM WITH THE EARTH SAROAOING THEIR ROOTS ARN'PFD IN U" No RE}tANTED IN THEIR ORICIMPi AMMONS WITHIN AB HORS. ALL SI1aBBERY OR TREES DESTROYED ON DIVMCED, SHALL W ROS,AM BY THE CONTRACTON WIN MATERIAL , O EQUAL DUALITY AT ND AMIT-04AL COST TO .HE OTHER. IN THE EVENT THAT IT 1S WMESSAMY TO TROCH TH POJ04 ANY LAWN WEAL THE SOD SHALL BE CAREFULLY CUT AND POLLED NO REPLACEM AFTER THE , TRENCHES HAVE BEEN BN.WILLED. THE LAWN AREA SMALL. BE OENED BY SWEEPINC OR OTTER MEANS, O ALL EARTH ND DEBRIS. THE CONTRACTOR SMALL USE 1',XIOR AEEL EQUIPMENT SIMILAR TO THE WALL TRACTOR-TYPE SAWS LlSE') ' BY SIDE SEWER CONTRACTORS FDA ALL VOW, IMCLLOIHC EXCAVATION NO SWWILL, ON EASDEN75 (W AIOttS-OF-WAY WHICH HAVE LAMM AREAS. ALL FENCES, MAKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE ROWED BY THE CONTRACTOR AND IMEDIATELY RERALE. AFTER M TADCH 15 BACI"ILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER ND PROPEPTY OWNER AT LEST 24 HAWS :N ADVANCE Dw ANY ADAM DOE ON EASEENTS OR RIGHTS-O-RAY. DAMADE TD EXISTING STK.CTUES OUTSIDE O FASE✓W AREAS THAT MAY RESULT FRON CEWIATEA2T0 NO/W j OTHER CONSTRUCTION ACTIVITY LIM THIS CONTAACT SHALL BE RESTORED TO THEIR ORI"MAL CONDITION OR BETTER. THE =rNAL CONDITION SMALL BE ESTABLISEO BY PHOTOGRAPHS TAKEN ANDIOR INSPECTION WADE PRIOR TO CONSTRUCTION. ALL SUCH MOW BALL BE DOE TO THE SATISFACTION O' THE PROPERTY OWNERS AND THE OWNER AT THE Edell OF THE CONTPACTIA. 0. STREETS. TIE CONTRACTOR WILL ASSUE ALL RESPOP61BILITY O RESTORATION O nE S%ACE OFAL EE . STRTS (TRAVELLED WAYS) USED Ry "IN IF MANAGED, IN TK EVENT THE CONTRACTOR ORS MOT 4VE LABOR OR MATERIAL IMMEDIATELY AVAILABLE *:` MANE NEEESSARY REPAIRS, THE CONTRACTOR BALL 50 INFORM THE OWNER. THE OWNER WILL MIKE THE MECCSSAA, WPAIRS RD TIC COT O RCH REPAIRS SHALL BE PAID BY THE CONTRACTOR, 5M001~tel SIMc1TlcetiOOM , (ReY 09/0f/86) tape 12 1.07.17 UTILITIES AND SIMILAR Fn,;ILITIES (ADDITIONAL SECTION) ' LOCATION AO DIIEN6106 94OWN ON INE PLANS FOR LUSTING UODavm FACILITIES ARE IN ACCORDANCE WIM THE BEST AVAILAP E INFORMATION WITHOUT UNCOVERING AND MEASURING. TIE MAM DOES MOT QUARMTEE ' THE SIZE AND LO:ATI, T EXISTING FACILITIES. IT INALL BE THE CONTRACTOR'S RE9SRSIBILITY TO COMPACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. ' CALL BEFORE YOU DIG THE AS HOUR LOCATORS 1410D�24 5355 IF, IN THE PROSECUTION Or THE WORK, IT BECOMES NECESSARY TD INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, 1MOEPOPAIMS, CONDUIT, UTILITIES, SIMILAR UNDO MIOUD STRUCTLES, OR PARTS THEREOF, THE ' CONTRACTOR SHALL BE RFSPOSIB.E FOR, AND SHALL TAKE ALL NECESSARY PRECATTIO/S TO PROTECT AMC PROVIDE TEMPORARY SERVICES FOR SAE. THE CONTRACTOR SMALL, AT HIS DM HJPEWC . REPAIR ALL DAMAGE TO SUCH FACILITIES OP STRUCTUES DUE TO THIS CONSTRRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES IMICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'5 EXPENSE, OR EY THE CONTRACTOR AS DIRECTED BY THE CITY, 1-07.23(1) PUBIC CMVENIENCE APO SAFETY (AOOITIOAAL SECTION) ' THE CONTRACTOR SMALL NOTIFY ALL PROPERTY DOERS ALONG THE CONSTRUCTION AREA PRIOR TO CNSTRIC�ION, THE NOTICE SHALL CONTAIN A DISORIPTION O THE SCOPE OF THE PROJECT, THE COITIRACTORS MAW AND ADDRESS, THE CONTRACTORS REPRESE2TITIVES NAVE AND OFFICE NO EMERGENCY PHONE KOMS AMC THE OWNERS ' RFPRESENTITIVES NME AND PHONE NN®R. THE NOTICE SHALL BE MAILED OR DELIVEED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HAAG O' THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR 94l ALSO NOTIFY ALL LOCH. POLICE, TRANSIT, AND FIRE DEPARTMENT% 40 SDMO DISTRICTS PRIOR TO CONSTRBFY"ON, NAMES AO ADDRESSES WILL BE FlPNISED BY THE OWMER ON ' REQUEST. THE CONTRACTOR SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM O THREE DAYS PRIOR TO CONSTRUCTION IN IRONI O EACH PROPERTY. ' 1-07.230) FLAGMEN, BARRICADES, AND SIGNS SREPLAC'E*NT SECTION` FLACEN, BARRICADES, SIGNS 40 TRAFFIC CONTROL FUNT9ED SHALL CONFORM TO THE STANDARDS ESTABLISHED ' IN THE LATEST ADOPTED EDITION OF THE *MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES*, ABL 19E0 BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES WAY BE PURDAED FROM THE SUPERINTENDENT OF GOOLbENTS, U. S. COVEPNOn PRINTING OFFICE, WASHINGTON, D.C., 2040I. THE CONTRACTOR SHALL IPIEIENT THE TTRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN COFLICT PITH THE CONTRACT TRAFFIC GONTROL PLAN, HE MAY PROPOSE MODIFICATION OF 'HE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRICTION STGb AND BARRICADES REQUIRED FDA THE PROJECT. 00 SAAMIT 17 TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AD BARRICADE$ WILL BE REWIRED. ' THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGHS, BARRICADES, GUARDS, PLATEN , AND EWUIPENT, CONSTRUCTION WARNINGS, AO NIGHT LIGHTS IN GOER TO POTECT THE P ILIC AT ALL TIMES MOM WARY AS OF PESLLT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR 90tD FAIL TO MAINTAIN ' SUFFICIENT LIGHTS AD BARRICADES. IN THE OPINION Or THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO POVIDE THESE LIGHTS NO BARICACES APO DEDUCT SUCH COSTS FROM PAYMENTS DE THE CONTRACTOR. WONT SAL. BE RESTHUCTUED, THE ORDER OF WOM MODIFIED, THE HOURS OF WORN MODIFIED OR THE WDRX -Vk-ED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES O ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AMC WELFARE ALL SIDS REMOVED SHALL BE SAVAGED AA, DELIVEED TO THE CITY YARD. smplARw+tAl SoociFics:Ums A (IAV 09/01166) Pow 13 147.23 0) GHttrs- S ALL COSTS IN CONNaTION K CM41MED INCIDENTALrTn TIE OWaTEC'PIV(LVED OR "" BEINMU ED IN M LLIi aN PVCE I•TEN 071Wf7C COtTR0.' IF 204 AN ITEER IS I CLRDEO IN TIE NRD.ECT,T�BFTI r DMAEC %%.k T 51YL1 AEAEIN K 7EF IItO AS APTLrINO TO BOTH VDGCGLAR AND POOMIUAN TWAKIC. IfE r EICSIQR tFAL2. K THE CITY O* REHION ALI" WO1IS DITECTOR OR HIS OLLY AUTNMIEO RDTE$MATIVE SAO PROIFLT MNEEN, ITMECTM) AS LBED T1.D{pQ>r M IK,IS VECIFICATION. TIE FCUOW IS A AWWWNr O REOAMIONS TAT WILL APPLY M YVVIC CONTya ORIEATIDVS ON MIS AEO ARED.7[Cr, to DOE; HOT r UNIT OR S1 owx OTIEIR LATIOS OF TIE STAFOAID }E 'FICATIO S: I. TIE '1WUA ON O/IFOAIR TRAFFIC CCNTR0. DEVICES FOR STW7S AID HIOMYS•, AS WELL AS THE TEDENIIL HIO+AAY ADMINISTRATION (RbA) 'TWVIC COITNR IN cmwwxTIOA AID AINTDW{E mm r TOES' TECNICAL WEPWT AY 1977, SMALL RE USED AS A OADELINE FDA MIS gWLIECT. 2• PlN^SPD �OMTE M PER•+ONONr K'F ifE CDfiWICTW SwYi OISCIbS HIS TRKr,I CDNTA(L r 1NCI.LDE OESCRI1T20Ni K TIE TIRIFF .iE FOR ntKFIC CONTRA At THE WORK SITE, THE TCF SM&, IC CON' 'OL IEnDDS AND DEVICES TO W USED BY iNE PRIDE r COfTRACTORlSl6.(A/TACTORS AM WILL K SL"CT TO AEVIEW AND MPWOVAL 9r TIE OGIrE4A. 0. DMING ALL PHASES O CONSTRUCTION, TRAFFIC RDIDENT SAL, K WRIMAlIEO AS WN NO%AL AS r POSSIN E AID REASOAAB.E ACCESS AINTAIFED 10 FMOPdTIES AILIOW0 TO TIE RIORT O VAT LINE. A. ALL TRAVELED MPTIO45 OF ROADWAYS WILL K OPEN TO TRAFFIC "IID TEN TRAFFIC PERIODS, 6:50 TO r 6;30 A.N. AND 7:00 to 6:00 P.N. OR AS DIRECTED BY IE E/CINEEW. 5. M OR fEFME THE FIRI'T OAY OF WPM HFFECTIN0 TRAVELED ADTOMY, TIE XIRRRCTOR NIL'_ K REpJIAEC r TO AYE TIE TPMF'IC CORIR DEVICES TO K USM IN9ELrM MD N"W:I by TIE EVO.VES AS TO CO PLIANS'. WIN N7rC0/FMIA STMpNOS. ID WPM SHALL K DOPE OP M NL7ACLMT TO THE ROADWAY r W SNR TIL ALL NECESY SIONS AND TRAFFIC CO(TYA DEVICES ARE IN PLACE, 6. WPM SITE TRAFFIC CONTRA WILL K A.6ECT TO PRIOD1C INSPECTION B• ME ENCITEER;CO/niACTOR WILL K REW7AFD M TAPE TIIGY AAD AP ROPRIAIE ACTIO: TO COARMT C1E:11OIS MAT NE U6AFE OR CAUSING UNDUE OELAV TO TRFFIC WDY4O4T. 7. If THE CONTRACTOR FAILS TO TNO SUCH TI ELr ATD AR>oRORt4TE CORRECTiK ACTION, TIE EACSTEEN CANr DEER A STOP 1D MTIq ROM UNTIL THE CODA TIONS ARE COnaTED' OR OR[EA CONECTIVE ACTIONS TO r K T{q'pylCp b "M WIN ALL COSS 1NDAED T'EAEM OEOICrC MON PAYMENTS DUE OR ,OTINC DUE 'HE LDITAA[i Pl. THE COITNACTOR SALL K RESPONSIBLE FOR PROVIDING ADEQUATE FLADEN, BMMICADES, LSOMS AND SIONS r FOR THE PROrECr:M 7 TIE W M AND THE PUBLIC AT ALL TIES. AM M OHTMCTOR AND HIS SURE-Ty SINL, K .TABLE FOR ANJLRIES NC DNWCdS TO PDl$OLS 40 PROPERTY gIFEIED By WE or or IIE COITAACTOR,S r OEMTIOS OA RIFT NEOLIWCE IN CO.ECIION TIOREIN. r SDDIWNWntAl 5PWc1 T1 C1tldNN r (RW. 09/01/86) Pogo lA r -07.23(61 JUST CONTROL (OQDITION4 SECTION` THE CONTRACTOR 94ALL pMVICE A NIRINUM 1.NN0 GALLON CAPACITY WATER TS" ■:M A PRESSURE SPRAT SYSTEM OESIDVED FOR STREET CLMIVC. THE STREETS 901E E CLEANED OF DST AND OEOHIS AT TIE END OF EACH WOWING DAY. IN ADDITION, TIE CONTRACTO 9OL, ROV10E 9RRINGUG, AS NECESSARY, TO ALLEVIATE OUST NUISANCE OR AS DIRECTED BY THE ENGINEER. ' 1-07 IA RIGHTS ON RAY 'ADOITIOAL SECTION) M CITY WALL OffiA1N ALL EASENETTS AND ACCESS PWSSIM Ni CESSAIY M THE CONSTRUCTION OF ALL DERQVENENTS LOCATED ON PRIVATE PIOYFATY AO PAY ALL COSTS OF M SAE. COPIES O ALL EASENENTS AND ACCESS VEPKISSION FILL E PROVIDED TO THE CONTRACYOY. TIE LTAAWVM "M.L NEAFOM ALL NOW ON PRIVATE P1OPO1TY IN STRICT COPLIAICP WITH NK P,A6 ND CC DITIDki Of THE EASEN N'S AND RSOHT-O- ACCESS OICUNENTS. 1-0E PROSECUTION 00 PROGRESS ' 1-08 T PROOESS SCIEDLE (R LACE ENN SECTION) ' IIEEDIATELY AFTER EIEIUTIm 00 OELiY. r O THE CONTWT, AND BEFORE TIE FIRST PM'IAL PAYAW 10 WOE, TK CONTRKTOi SIAL, DEL.YER TO hE ENGINEER AN ESTCNATED CONSTRUCTION MO ES$ SOmErRLE IN A FORN SITISFKTORY TO THE ENGINEER, 'VOWING THE PROPOSED DATES OF WEOEE?FM AND OOPLETION OF EACH OF THE VARIOLZ PAY ITEM OF Ok RMIRED UNDER THE CONTRACT OOLTJENTS AO THE ANTICIPATED ' ADUR OF EACH WMnLY PAYKNT THAT WILL ECOE DE TO THE CONTRACTOR IN ACCUDAKE WITH TIE PROOESS SOEDLE. M COMRACTOR S ALL ALSO FUM19N PCRRIMIC ITD41ZED ESTINATE$ OF WORN DOE FOR TIE REPOSE OF WKIK,►MTIAL PAYNENTS TIEREON. THE COST INCURED JN WANING RP ANY OF TREY SDEDLFS V.LL E U.ED O`Y FOR OEIURNINDG TK BASIS OF PARTIAL►AVOCITS AO WILL NOT E CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR pEDOCTIM FREAK THE CONTRACT. "ROAD IT ECOE MOW AT AN TIK O PIRG CONSTRICU ION THAT OEI RATIONS WILL OR NAY FALL EHD0 TIE SDEIXLE OF THIS FIRST PICIOIAN, THE CONTRACTOR 90LL, UPON REQUEST, RRO/RY S AIN1T REVISED SCHEDULES IN TK SANE FONT AS SPECIFIED HEREIN, SETTMG On OPERATIONS, KTTQS. AO EIIUIPRONT, AWED LABOR FORCES OR WMING "RIFTS. NIOR WOAD, ETC., BY WHICH THE LOST TIK WILL E MADE UH, AM CONFER WITH THE 04WEER +WIL AN ARROYED MODIFICATION O Tit ORIGINAL SCEDLLE HAS KEN SECURED. FlATHEA, IF AT ANY TIK A PORTION 0 THE ACCEPTED SCHEDULE 15 FOND TO CONFLICT WIT% THE CONTRACT PROVISIONS, IT "AL- UPON REQUEST E REVISED BY THE CONTRACTOR AO THE NOW SWILL E ' VERFOYED IN COPLIANCE WITH THE CONTRACT PROVISIONS. PARENTS O ANY FURTHER ESTUATES TO THE CWTRACTOR AFTER 9A]4 REQUEST IS PALE AND UNTIL AN APPR(NED NmIFIED SCHEIAILE NAS KIN PROVIDED BY THE CO TRKMA NAY E WITHHELD. EXECUTION O THE ' WOX ACCOOING TO THE ACCEPTED SOEOLLE OF CONSTRUCTION CF WROVFD NNmIFILATIONS HEREOF. 15 HEREBY HADE AN OBLIGATION OF TIE C WTRACT. PPE-CONSTRUCTION CONFERENCE (KR $EC"SON) PRIOR TO THE START CE CONSTRUCTION. TIE CONTRACTOR, ENGINEER, ALL 99CONTRACTOS, UTILITY OEPARTNENTS QUA51 PUBIC UTILITY COPANIES, AND OTIER INTERESTED PATTIES SHA" ATTEND A PRE- CONSTRUCTION CONFERENCE, WITH TUu. PLACE, AO DATE TO E OETER 41NED AFTER AWARD O THE CONTRAC'• SUBSEQUENTLY, A REPRESENTATIVE OF M 'OnMCTM WILL ATTEND A WEEKLY COFERECE TO REVIEW PROCESS A0 DISCUSS ANY PK&EVS THAT NAY E INCURRED. TK -14, RACE AND DATE OF TIEY WTRO Y NE!TIHGS t "ALL E ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1 ' SLpp1WRWotR1 SpWci TicatimW (PAY 09101156) PWOW 15 t I-M.4 PROSECLTIONh X WONT (ADDITIONAL UCTIONN) T.E CONTRACTOR 94ALL NOTIFY M CITY OF 0011ON AT LEAST M AM PRIOR M 094CNCING W7W. IRE ' SANE NOTIFICATIONS SHALL E PROVIDED TO ALL DIDCENCY SERVICES, IP DIKING 011 IN* A PHONE WITH A MERTON 0001NOE MERWOK 0:-W. 00 M $DM DISTRICT WHEN MORNING WITHIN A MADWAY RIOT-O- WAY. M CSNTRA TOR 9AAL'. ALSO NOTIFY PROPERTY DINERS AD.WEN TOM COSTWCTION AREA, INDICATING M I;RATION AO PROKM TINE OF /LESS CLOSURE TO MIN PROEATV. 148 ` TIME OF COPLCTJJH, :gMITIOAL =710M) FIVA U'3 PARAORAF4, I WITH: M COMACT TINE 94ALL START WITHIN 10 DAYS FI OM 'HE DATE O M LETTER NOTIFYING THE CONTRACTOR TO PROMM. M IECIK RRMISI%S WILL STATE M COMPACT TINE 1N MMIHG DAYS. , A ROM G DAY IS AM DIY NOT OTHERWISE DFFINED MEIN AS A NON WOWING DAY, A REM WORKING DAY IS DO AM AS A GTUDAY, SROAY OR AMORAL HOLIDAY OR A DAY ON 0404 M CONTRACTOR 1' 4EtIFICKLY REQUIRED BY M CONTRACT M RAPDO CQNSTRUCTIOH. i ALL OEF INITI015 O RECODOZED HOLIDAYS IN M STANDARD SPFt1FfUTIORS :RE GQETE'D AM X. RE000113D HOLIDAYS SHALL E AS FOLLOWS: , M' -AR'S DAY, WORIIL DAY, 7,LY A, LABOR DAY, VETERANS DAY, T~,MIVING MOM DAY FQLL.:.1NG, Alp CMI:DMS M' . M DAY WOE CHRISTMAS SKILL E A HOLIDAY WHEN OIIISTHAS DAY OCCURS ON A TILSEMY OR FRIW. M DAY AFTER CRISTMAS SMALL E A HOLIDAY MEN DIIISTWLS DAY OCCUR ON A NONDAY, WEMSDY, OR THURSDAY. WEN CMISTIMS DAY OCCURS ON A SATUDAV. M TWO RECEDING WORKING DAYS SKILL V. 0BSEMD AS HOLIDAVS. 0EM OPISTMAS DAY OCM ON A SU DAY, M TWO WONTING DAYS FOLLOWING 91RLL E OBSERVED AS NIXIDAYS. M E►RRRP[TOR IS EJPECTED TO OIL1ENT.Y PROSED7TE M NOW TO COMPLETION IN ALL PAWS AO REQUIREENTS. M PROJECT SHILL E COPLETED WITHIN M TIME NOTED IN M CALL FOR BIDS. PROVIDED, MMr#ER, THAT M CITY SILL HAVE M RIOT VON REQUEST OF M PUBLIC WORKS DEPARMM, TO EMEND M TINE OF COIOLETION TF SAID WONT. NO EXTENSION BALL E VALID UNLESS M SANE E IN WRITING AND ACCOMPANIED BY M WRITTEN CONSENT TO SUCH EXTWI014 BY M SUETY ON M BONG OF M CONTRACTOR. TINE LOST IN REPLACING DIR101ER NORM OR MATERIAL SMALL NOT FUWSI ANY ODUOS TO THE CONTRACTOR FOR CLAIMING AN OKTEN SION OF TIME FORM COMPLETION OF M WOW, AO SALL NOT RELD M CONTRACTOR FROM DANCE OR LIABILITIES FOR FAILURE 10 COMPLETE M WDW WITHIN THE TIRE REQUIRED. 1-00.9 LIQUIDATED IMAGES (AOOI'IINAI SECTION) M LIQUIDATED DMAG S 00 NOT INCLUDE, AND ARE IN OMIT-N TO, DAVAES FNd COSTS FOR INSPECTION. SUPERVISION. LEGAL CIPENSE, NO COURT COSTS INCURRED BEYOND COtWT COPLETION DATE. M CCST O ADC.TJONAL INSPECTION AND SUPERVISION 94OLL RE M AOMT EQLVAL TO ACTUAL SALARY COST PLUS loo PERCENT FOR OVEAEAD. -00.I1 OVERTIME WW BY Oft-N M 3 (HEW `ECT;JN) WEN M CONTRACTOR PERFpKS C06TRUCTION WORN OYU M ACCEPTED 0 HOURS PER DAY OR AO mDuAS PG REEK. OR ON ANY CITY HOLIDAY, ADM WONT REQUIRES INSPEC�JON, TQN THE CONTRACTOR 94ALL REIMBURSE M CITY AT TE RATE OF 150 PER NOR. M CITY 94ALM. HAVE M SOLE AUTHORITY IN EMPINING THE NECESSITY OF HAVING M OVERTIME ULAFECTION, AM SHALL NDTIFI M CONTRACTOR OF ITS INTENT TO REWIRE LAID INSEECTION. MID COSTS WILL E DEDUCTED FAN MONIES DUE M CONTRACTOR ON EACH MORTISE ESTIMATE. SAW:wntAl swificatiam (Rav 0910ERE/) Pop 1t I ' 1�i ,.12 CONTM1 TOR'S RJNT MO EWVIEN (MEW SECTION) TIE COMMACTDN ALOE SALL AT ILL TINES 1E NESPOLRIaE FORM ADMIACY, EFTICIENCV, AND SUFFICIENCY OF HMS AM HIS S gMMTAACTOR'S RANT AO EWIPOrt. TIE DOER SMALL HAVE THE RIGHT TO AWE. USE OF THE CORNICTOR,S RAM AIO EQIIRENT IN M MWORMNCE OF AM WOK ON RE SIZE OF THE WOK. YHE LSE BY M OWNER O SUCH RENT AND EOMIPHENT SMALL BE CONSIDERED AS EXTRA WOK AND PAID FOR ' ,0"03NQY. 1EIIHER TIE o*V NOR THE ENGINEE, ASSUME ANY WL4OASIBILITV, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM M TIME CDATRACT01'S OPERATIONS HAVE 0004DCM UNTIL FINAL ACCVTACE OF THE WOK BY THE ENGIME'FR AO THE ODDER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES 45 ADDITIONAL "WING' &WILADES, AD MTDFEN SERVOE. AS HE DEEM NECE-SVNY FOR THE PUI LIC SAFETY AM FOR THE FMDTECT,.N OF THE SITE AD 4I5 RANT AND EGUIPEN,. THE ODER WILL BE PROVIDED KEYS FOR ALL ' FENCED, SECURED AREAS. 1-08 13 ATTENTION 10 WORK (MEN SECTION) THE IMMIRACTOR SMALL GIVE HIS PUSGAL ATTENTION TO AND SHALL 9PERVISE RE WOK TO M END THAT IT SMALL BE PROSEp1TED FAITHFULLY, AID DEN ME IS NOT PEASOULLY 'ESEL(T ON THE IAMK SITE, ME 94ALL AT ALL REASONABLE TIMES BE IEPRERNTED BY A COMPETENT SUFERINTFNDENI WHO SMALL HAVE FULL AUONORITV TO EAERRE YME SAE, 00 TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT MAY, No WHO BALL BE THE LEGAL RpNESENTATIVE OF THE C'ONDACTOR. THE CONTRACTOR BALL BE LIAILE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS OELIV13kED TO HIM OR TO HIS ALnHM12ED POW-SENTATIVE. s 149 IEASUIHdT MO PI IIQYT 1-09.1 MEASUREMENT O D.RNIITIES (ADOJTIDAL SECTIO) THE CONTRACTOR WILL BE NEST SIBLE M 15SUE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR -'NE ' PURPOSE OF CALCULATING Q M'(TIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME O iiLIYERY IN ORDER FOR PAYMENT TO PE MADE. A. BY TRUCK ' PAYMENT WILL R,T BE MADE FOR DELIVERY TICKETS WHICH 00 NOT SMM TYPE OF MATERIAL, GROSS WEIGHT, TAPE WEIGHT, TRUCK DABER, DATE, WEIGWLSfERS CERTIFICATIOM,AK INSECTOR'S INITIALS. ' SCALE CERTIFICATION .MALL BE S.9MITTM AS EARLY IN THE PR6IECT AS POSSIBLE. EACH MEIG' STATION SHALL MAINTAIN A RECORD OF TIE TRICK *JW, TIME. DATE, AND WEIGHT OF ALL TRUCKS PRDYIOM MATERIAL TO THE PRXCT. THE WEIGHT LIST SMALL K MAINTAINED IN DPLICATE WITH ONE SIGNED COPY ' TRANSMITTED DR10 TO THE CITY BY THE SCALE ATTENDANT, 1N ISOLATED CAGES OHM SCALE WEIGHT IS NOT AVAILABLE, YHE INSPE:TOR BALL MEASUFE THE TRUCK VQUAE AHD CERTIFY AS TO ITS FULL LOAD OELIYERY. B. BY OTHER MEANS ' Wr'MV FOR NERSAFlEN, AND PAT9SNT FOR MATERIAL BROUGT TO THE c'-. tlY ANY OTHER MEANS WILL BE U `NED By CDNTRACTOVDAQ• AOEENENi BEFORE AWARD R THE CURTRACT. is 5COE R/' PAYMENT 'ADOITIOAL SECTIONI ALL COSTS 40 EV SES FOR ITEMS OF WOK. EOJIPENT, OR MATEHIALS, IMCLUDING INSTALLATIONS, MDT e IDENTIFIED AS 910 ITEMS IN THESE 9ECIFICATIONS SHALL E INCIDENTAL TO fNE P OXCT. NO SEPARATE PAYMENT OF AM KIND 91LL BE MAX FOR THESE INCIDENTAL ITEMS. 9,pplHArr•tAl SD+cI FIa!/aM lMr DP!'fiRV7 RBO lT SANITARY INTERCEPTOR S-401 ;+ Preconstr. Conference Sch. of Prices B Bid Proposal & Specs. Bks. 1-09.3 LUITINED , ►AATIAL PAYMENTS ON ESTIMATES IMY K PITWEI.D UNTIL A WM FMMSS SE EDA.LE, AS CESCRIBFD IN SECTION 6, HAS BEE„ RECEIVED MO APPRDYED. IN THE EVENT TWIT MY WATERIAL ON N100WSQP DOES SOT ART TIE lEWVKM EMS W SPECINICATI06, THE CITY WAY INVF TIE OPTION TD ACCEPT WON MATERIAL ON IEAIOWLSHIP It TWi 01RECTOM OF PLRIC VMS OECNS ARIA ACCEPTANCE TO K IN TIE KS' INTEREST LP THE CIrY, PACNIDED THE CITY NAY NEGOTIATE PAYMENT OF A LOWER WI'. PRICE FOR SAID IMTEAIAL OR AOMWASH IP. PAYNEN' FOR PIPE INSTALLED %WALL BE IMOE ON THE FOLLUNING SL1EDlLE ULY: ' CONDITION OF PIPE INSTALLED PERCENT OF 010 PRICE PAID PIPE INSTALLED MO NOT TESTED. 60.01 PIPE INSTALLED AND EESTED. 90.0% PIPE INS*ALLED, TESTED, TIE-INS AEO SERVICES INSTAI.LEJ W CLEAN- LIP FETED. 100.'.11 %uwlP tA1 SPPciElcAtla+a ' (Rov 09101/66) PAOP lE OIVISICN 2 EARTNWOK 2-01 a Mt1rG, WiNtING, AND NMIDE MEftr 2-01.1 DISPOSAL O U5WE HT"Jk A DEBRIS (w6MTlAL EER,AL'DOIT SECTI%) ' M,Mi"THE J NTRACTOR SALL DISPOSE O ALL MWIS BY OK O THE THEE DIWOT,k WTNOOS MNSRIBED Kum.- A&P• "THE CONTRACTOR MALL CONY WITH ALL LAWS UO RAM W41MINC THE DISPOSAL OF DEBRIS NO CONSTRICTION HTtR1ALS IN APPROVED LAND Mi S." ' 2-01.20) DISPOSAL METHOD NO, 1 - OWN MINING DELETE ' 2-01.2(2) D15PO5K METHOD 40, 2 Wrtk1LED OWN; - OELLTE 2-01,20) DISPOSAL METMDD MD. J - DELETE ' 2-01.2(A) DISPOSAL, ME-rMDD MO. A t%C RILLS (ACOITIOIAL SECTION) ALL "IS, WASTE, EXCESS COVSTR„tTION MATERIALS AND OIND MISCELLAEMIS HTD4IAL NOT SALVAGED BV ' THE OAEA O THE CONTRACTOR OR DISPOSED OF BY AMOIMO APWOVED METOD ARE TO E DIVQ= OF AT A LANDFILL APPROVED AO LicEmsED by TE APPM) RIATE G Mt1N1MG BOOY. 2-01.30) ROADSIOE CLEMAP - OCLETE 2-01.5 PAYR N1 (PART14- REPLACEW NT SECTION`. ' DELETE ITEM A ' 2-02 REOVAL OF STRICTAES W OMTRCTIONS 2-N.30) REMmAL OF PAVEWN% SIMNALAS M10 CLOMS ADD. S. MIEN AN AREA NNEAE PAVF)ET+* rIRS BEEN REMOVED IS TO BE IIFTED TO TRAFFIC BETOM NYE}ENi PATQNING HAS BEEN FIMISED, 'EWOWV MC COL" MIT A %kl CC'm TE PATCH SMALL BE 4EpUIRED. TEWOWV COD MIA PATCHING WILL BE RACED TO A MAXI" O PTH OF 1 INCH IMEOIATELY AFTC^ 1140TILLING AND CO/ACTION ARE COMLEYM AM WgFt[ tME AM IS OPENED TO TRAFFIC. L-ILS P`VMEMT 'ALEIENTAL SECTION ADD: 2. "SAO C0TING." PEA LtWk FOOT, S. "C%O MIA MC ASpHALT,MA TON. ALL COSTS AEATED TO W RE DVAL OF STRLETLAES AND OBSTF CTIOiS IMCLUUINC SAW CMYIW. AND COLD MIA A91HALT 94XL III CO6IOOMD INCIUNTAL TO AD IlMl ED IM TE LAW COITAACT OW4CE OF OTQ 010 1TUG UEESS OESIC ATED AS A IMEC1Fl- 111D IT@I, ipplawtu %wificAt1ARA (AV OPiDI'661 PAp )P 2413 ROADWAY LYLAVATION WHO DeAPppNT , 2-0).1 o[SORIPTIGN (PVATIAL RTIACDQR YCTION) ' AVI/IDE PAAOAPH 2 WITH: M WAX INCLUDES THIM HOES UWLM TREY AN DESIGNATED AS PAY IfM IN THE CONTRACT; 1. MIL 2. SLOPE MMINC ). IDCAw)IOM O STAeMCS, 0170E5 NO 000045. ' A, iOGML O U6JITABLE MATERIALS. S. MINOVNI OF PAVDIX, SIDEWAYS, DRIVEWAYS, CUM NO (UTTER. MAIM CUPIM. AND OTNEA MACE IWWFADY0EWS , Rua CUTS (PARTIAL R10.ACDOR YCT10N) t AERAE PNMGRAAH I CONTROLLED BLASTING WIN: CONTROLLED BLASTING — NET OA BLASTING WILL BE APORM THE CONTAACTM VIST 0001STRATI TO TIE ENGIMTR AND LOCAL POLICE NO FIR L THDRS TM, RIM FOR MIS MET1(D O dDAVAT;ON, EF , APFODVED BEFORE ANY BLASTING BEGINS. THE MINDEN BILL Rain THE CONTRACTOR TO PROVIDE INfONNTION ON MR DRILLING, LOADING ND }WTIPC WILL BE ACCOMIfQi. ALSO. THE COTRKMA WILL PDVIDE A DETAILED E)PLAMOITION OF ANT PRECAUTION WILL BE FOLM IF BLASTING IN A URBAN OR RESIDENTIAL AEA. .-OM(WE UFOUNDATION.TABLL FOUNDATION EXCAVATIONi4F1,ALEIEMT SECTIUNR ' WREN MAIN ON THE PLANS R+ AEN SPECIFIED IN THE SPECIAL AMISIONS, UNSTABLE NATURAL OGUD 510— BE EXI:AVATED PRIOR TOM PLACDEM OF DlMutM DVEA THE AREA. F,E WSIABLE MATERIAL WAY CONSIST ' if PLAT, KO. SWAMPY a U0WITABLE MATERIALS, INCLUDING BURIEC LOGS ND STUOPS. THE MATEPIAL SHALL BE EXCAVATED BY M CONTARCTOR AS DIRECTED BY THE MWD.t TO G1K THE CONSTRUCTED 06MKMFNT FULL BEARING IN SAID OGUD. MATERIALS EXCAVATED FTION THE ROADWAY OR UNNAEL 0440 P"IW, WILL NOT BE CLASSI,ICO AS UNSUITMLE FOUNDATION EXCAVATION UNLESS THE AEAGVAL MAT BE ACCOAR.ISIED IM OAGLINE ORATION OR BY SRCIRL EXCAVATION WEDGES REQUIRING DIFFERENT EQUIPMENT FROM T471 USED FOR MOAN Y EXCAVATION, IN WNI:YN , CASE MEMURIDOEM AID PAYMENT AS 'UNSUITABLE FOUNDATION EXCAVATION ON A PA CUBIC YARD BASIS ■l, &PLY, 2-0).)(14)F DISPLACENEhT O U6UITABLE FORDATIO MATERIALS - MITE , 2-O).A WIL&IF W MMDWAL WTION) , ADO TO ITEM 1. AT M OtSCKTION O THE MINDEN, AOADNAY EACAVATION, SOPRON EXCAVATION, AND UWITALE FOAGATtON EXCAvATION - OY M CUBIC YAM MAY BE MEASURED BY TRUM IN YNE WLLM KNIME AT ' M POINT O LOADING. M CONTRACTOR sou PROVIDE TRUCK TICKETS FOR EACH LORD MOVED. EACH TICET SWN.L MOVE M TACX WMA, NNE NG DATE, AND BE APPROMED BY M ENGIHEIR. ku S PAYNOR (PATIA WLACMT SECTION) ' AM TO BEGINNING O PAMAAM 1: 'ALL MATERIAL WITS COVERED 1N THIS SECTION *#LL INMUM M MALL TD NE nWOW RE .JOB SITE AS PAT O MIN WIT PRICE. S.O01PWntal SNNc1t1cWllw ' (AWY 09/01/M) Page 20 1 ' LULLWIRDER1 Wk= lMAMMA 1 ITEM 1 DITM: '*ON M MNI MM OCAVATION 2 FEET ON LESS OLLON SR WAX. UNIT COIMIKT PRICES FOR MAMV EXCAVATI(W 40 MIL STALL ANLY, IF K COCAS EMAVATION IDIE V W, 2 FIIT 04DI ' XAMA E, TMT POT mom nC 2-rOOT D&N SOIL lE PAID FOR AS Pwwl to FOR IN ETTION 2- 03.30) U M1FLE r*IWTION OCAVATIOR.' REPLACE Tul OF ITEM 7 [IM: VWITABLE FDA"TIOM EXICAVATIOP. PER CLDIC vMD. ' U0 1 TNIS 010 ITEM WPEM, IN 'NE SCICOLE OF PRICES, THE CONTRACT PRICE PER OMC VMC SOLI K FULL CMO/SATION FOR EXCAVATIOO, LOMDOG, RACING OR Ongftl* DIVMING 7 T1E MTEMIAL INMUDINC MIL, "N ND OIL ITtM FOR NJMl'ABLE rMWATION EXCAVATION M9fMtS IN T1E SDC A,E OF PRICES. or ITEM FOR F0IPDATIOp MTMIAL OALS A OR WW 0 AFlEMIS IN THE =W.DLLE O P" CES. nE MVIENT 9AALL K AS SET FORTH IN SECTION 2-09.5.1. ENON WITNU OF TTE ADOVE ITD6 25 PROVIDED IN M COYWI SUDN WORK AS My S YUCRED to TIC ENGINEER SHALL K ACC9RIM AS ExTRA NON 1RNC MAnENT ■ILL ME WIDE AS P"IDED IN SECTION 1- 04.4. RA.ACE TAT OF ITEM 7 WITH: 'ALL COST FOR DwAFNOENT COVACTION 30" N IWIDEMTAL To OTTER MY IMG IWAXVM.' OWL jam,) PAmffl IMEPL'C^MT ' ALL COSTS FOR nE o%L:NNG O MTEAIAL T0. FRROI OR ON TIE 2OR SI,E SMALL ME CONSIDERED INCIDENTAL TO MD INCLUDED IN n- UNIT CONTRACT PRICE IF OT40 UNITS a oft. ' 2-07 SLOPE TREATMENT 2-05 S PAYMENT (WPIACIXNT G T ) ALL COSTS FOR SLOE TREATMMT UMLL BE CONSIMM SNCiOENTAL TO AND Ita Low IN TIE UNIT L1INTRACT ' PRICE Lt OTHER WITS OF VW. 2-0 P%CnW EXCAVATION k 9.1 aSCR1PTION ( TAL tti %S EOM ALSO INCLUDES TYE EXCAVATION . NWL AID DISPOSAL. O' ALL UNLITILE MTERIALS SNC. .Lc PEAT, KO. SNA7iV OR Wit TABLE MTERIALS, INCLUDING BLRIED LOOS AID STUNS. 2-0l,H1)C CC1ovAL O< UNSTABL[ YL RMTEAm 1."T RpL�A��.r• SEC IO.X MEKACE PARADIAM 2 N:TNR OP M W?OILL FOA FOPOATION MTEMIAL SMALL DE C46NED OR PARTIALLY OMbCD VATEAlk MEETING TIC PaQUIMEMEMTS OF SECTION 0-20.70 FGM OMDATION AID ONALITV. ' LNEOlAwAnt9l %WlrytAtla (Mv 09/01/66) Pop 21 :-or.�cl)a old a �Awrm wllasA. crMTIAL K*.Aa�o+T •cTlol , PO-= TK S<CM PAO MOM PARAGRAPHS MIN: TNt UNIT WWI Pala POI STMCTUE C C.AVATICN CLASS a 944LL 1/CLNOE ALL WBTS rM LOADiNC ' AID MALUma TK MATERIALS. 2-0S.4 IWK1011 "PMTIK 90.ACrV 47 m'TNn:• , MINOEM TRENDY VIDN FOR PAYIEM WALL E 1 $'OOT. , 1Ot1EONTAL LIMIT rm RIRLIKS LMM THAN 42 1Nt}tS, PIPE ARSE; 1Q TNAN 50 Imm IN EAw, S1TEC11WL PLATE PIPE, AIO UO6MbM 9ALl E 1.5 rW. LOWER LIMITS " PIPE. THE BOT',ON OJTSIOL O' YK PIPE. OR TK BPrTON W TNt RQU3MED KMIM , MATERIAL GILL SUM AIM LONER LIMIT rOM NIASIMINC EXCAVAYjak. THE ENGIMMR MAY SET NCTlEJ! LOOT Oft UEaVAMN MST E WOE BELOW OAR. DELETE M: LAST TWO PW&VPIS. MINIM (WIAMINT KC1104) , •'EN TK AVOSAL SNCLUM NAY OF THE rMLOVINC 620 ITEMS, TK OWNER WILL MY AS rOLLg6: 1. 'STMCNM EXAVATION CLASS A,MEII McIC YAM. 2. 'STMCTOM EXAVATION CLASS 9,4" CtMIC YNU. INE U I, CONTRKT fgUrl PER CLOIC YARD rtM TIE, 910 ITEMS LISTED FOIE %ALL E rLLL MY FOR , ALL LABOR. MATERIALS, TOOLS, EWIPMCNY, NO gpING INMUOINO MALL. If TK EXIGINeJ1 ONUplS iK CDMNCTOR TO EXCAVATE BILLOW THE ELEVATIONS S M ON M ALANS, TE WIT RICE PM GMlC VAN FOR '"Writ OCAVATION :LASS A OR a' WALL APPLY. BUT Ir TK M NTMALVCA EXCAVATES IN DIM TK PLANS OR M' Mcbm AMISS, M wo WILL MDT RV VO1 , NSIERIAL EXCAVATED MIN BELOW THE MEWIRD O.EVATIONS. IN MIS CASE, YNt MNT1UCTON. AN NTS ETOMSE 9ALl REPLACE ICA MATERIAL WITH CQCM'TE OR OTNER %RnMSAL TK bCIWER MRDVES. , AEN 'STO%K% E EXCAVATION CLASS Jr 1$ NN• iKLLiI<D IN M BID ITEMS THEM ALL EXCAVATION,NO ALL MALL AIO DISPOSAL OF EXCESS OR USUITAILE MATERIALS, YONYTON MIN ALL LABOR, TOOLS , NO EG)IPQNr EpUIRM TO EXCAVAR YO LINE NO ONAOE VOR PM PER, CMVMT OR COMII SELL E CO6IOIM INCIDENTAL TO TIC RICE RID rOM TMAT PIPE, CMVERT OR COMMIT Alp NO ADDITIONAL PAYMENT WALL E MADE, 5. 'WORING MOO CRIMSINC ON EXTRA EXAVATION CLASS A.....,' LLW TK LM SM CONTWI RICE WALL E ML PAY VOW Ak. _4M, MATERIALS, T00.S, NO KWIPKNT Nit= TO SU1L0, CEW.FR, GLACE RIPMP TO PMLYONT SL'ON, ANO MDIDVE TK STOMINC, CAISSONS.CRIBS, C?rvv4a OR CAISSONS. 1r TI DMKER RMIKS 94MM. EMIRS, CtFrUtDAlIS, OR CA11904 WNON T1E DO rWj MVIDES N0 E0 ISM ran SGN NOW, TK OUEN VILL PAY AS RVOIDED IN SECTION 144.4. If T5E DOINM PEOTIES TNt CW WCTOI TO BDILD SMINC GR CRIBS OR EXTRA EXCAVATION CLASS A THAT , EYTUOS MOA TK ELEVATION P&W ON T[ RATS, TK OVER ■ILL PAY M UUI SUN RICE NC NO WM PKN M EXTRA EXCAYAr1ON OERN OWES NOT EXCEED TIEUE OUT. PTBI WINS OEATCR TAM rlaQ FEET BISON TK ELEVATION 900 ON TK RLAAS PAYMENT WILL E AS PROVIDED 1N SEctION SNNOI~tAI 50AcIrICAt Iqn% , (MN OPVaINU) PAp 22 0- 2-0l.S caT1NAED {. `OUVR YCRFILL(RIID).• PEA TOM. THE WIT CWM41CY FR CE AM TON FDA THE RIND AD -LASS OF GRAVEL VDgILL USED 94ALL R F11L Mr FOR Al LAMP, MATERIAL, TOOLS, AID EWIPWNT USED, UNLESS OIEERWISE SPECIFIED MAYLL RACW%LL, GRAVEL GDIPCW, AD SAM RN OWYEL FOR TWO' ' WKFILL 9MLL WEN TO WIVEL WSE BASS ! AS DEFINED IN SECTION 9-0.10 OF M SOPIDIE NTAL 94CIFICATEDNS. 'FO/DAt1ON MATM AL CLASS A OR CLASS !•. PER TON. IF EXCAVATION QOW TIE ELEVATION 94M ON THE PLANS TO REM)VE kWANLE, OR I &W&E, OR ' LAMITAILE MATERIAL IS NWINED BY THE ENNGINW THEN ALL J", MTMIAL, AD COUIFNEM REWINC M EXCAVATE, LOAD, MALL.. AD DIVOR OF Suit IMMIk. AD TO NIERLACE TtNE 'ATENIIA. WITH FU-DAT1ON MATERIAL CLASS A OR CLESS \ 9MLL ■ RAID IN THE 810 ITEON WMWATION MATERIAL OLM A OR CLASS E•(SECTIO: 941.17(1)), FER TON AD ND ACOITIOWIL PAYANI 9VV.1 EE MADE. I-11 TRW NC AD CLFJMP ' 2-11.3 MTR(TIJN REWIRENENTS (ADDITIOAL lCTION) ' ADD ro FARArHw+. 1: ,, AM* TREES. 9NAC5, OFAN TI,NBLR, IPTLIWED STLWS, LAEL ROOKS AD 904.OERS. AND Or LMIONT.,Y MATTER OUTSIDE THE AREA STAKED FOP REAAIM. ,TA GRUWIIG. ' 9. THIN TIIEES ON RR19+ AS REWIRED By THE ENGINEER. ' 9. PILL HOES AM SHWA AID CONTOP THE OCI.M. 10. 9WF THE ENDS OF NTS AM FILLS TO FIT AD,)ACt:NT TERRAIN 4A TO L*WCE THE AREA'S AREMANR. ' .I. OBLITERATE AVIDOEC RMUS AM RE-94PE T)E ARE'.AS TO BLEW NAI PW:' •INN 9PROLNOINGS. SNNpplUAntA1 Sped Fic9tt" (MY 09/0146) RADA 23 Irtvtsta f , lARAQ TI�ATNENTS AND MVEIOITS S.OA ,141V1t A01E311[ MVOOIT S-OA.f Mwp1T (TNAITIK AEPIALT?ENi ]ECTSt1V) MN.ACE IM 10 -WIVE w� A9WplT' IIITNt 10. 112Yt J#&" *V/O1 UNIVE WAY AV1KT,• PO ION. , All CAST FM THE ITt'A 17 O O SEALING, 13 TEM011wr Si"IPINC, A la MCNIM TDB" STRIPING 34h4 EE CON510M I CIFXNTAl TO AND 1`C1.U0EA IN TK WIT CWTPACT PLAICE Q OTIa1 kjAITS Q IIOgf." S-OS man LONOWF'12 MvDpi f- A-.3C'_ 11ma yM alvc�Ar}_SZMav+*A1 >Ec* ' COPM ft FOR UR;WWAYS SNAGt S CLASS A(SN) Al MIPO` '�' Y " � •('i, , ,�Ql,f PAm(Nl (PAkitAL�ACEPFJIT SECTIQI) REPLACE ITEM T f11TN: ' T.`CENEW akCM E OIVTWAY', 00 SQUARE YAW 1 %401~tal JOKVlcAtims , (hv Of/61/A[V PAQA 2A r DIVISION 6 ' STNI[T1CS 6-11 WDMES (MAW SIMON) r4-11.1 (OMIPTIOR+ r M WOM OESM19M IN THIS SECTION, RICAMLESS Or M TYPE OF MATERIALS ECORUNTE)RED, INRUOES M EXCAVATION AO 901PING Or M CUT ON rILL SLOES AE rdwmlMG N0 CONSTRUCTING NOQWRIEVV" RETAINING WALL om 9OW ON M PJWS ON AOE 011IL-m N M OQNEER. ' 6.11.2 MATERIALS ROCK ILLS 94ALL E rOBm OF LARGER PIECES GE QUARRIED BASALT, AMOESITE OR OTHER IGNEOUS MOCK. ' INOIVIDLML PIES Or ROCK 94ALL E SOUD AO RESISTANT TO IRATWRING. OEM BRON6N INTO PIECES IRIOLLNG SO TO 150 QIAMS NO TESTED rm SOUOWSS NIM SODIUM SULPHATE 1N cmpo tm PITH m9eo TAM, M LOSS THROUGH A OW-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED SSA MY WEIQIT. ' M POOU MATERIAL 9ALL E AS MIA V MECTAOAM AS POSSIBLE SO AS TO AFrOE M MINIKN AQAT Or VOID V NIE BETWEEN M BLOCKS. NO STOW SHALL BE USED WHICH DOES NOT EXTEHO THD" M W.L. THE ROUX MATERIAL 9ALL RE HARD. SOUND. AMBLE AO FREE FROM NEATIOED PORTIONS, SEALS, MAW AL; OMR DEFECTS. M ROCK DENSITY 94ALL NE A OU41KM O 160 MODS PER CUBIC FOOT. M SOUlta O SUPPLY AKA ' INORMISINIATIVE SAMPLES Q M ,iATERIAL SHALL BE AAgYED BY M IKIWEN EETOE DELIVERY to TI( SITE. ' M ROCK MALLS BALL E CONSTRUCTED OF OW-MON NOENS. (65 TO 500 !VMS) EACH 10• IN ITS LEAST DIMENSION; T04ft GEODES, (700 TO 600 PO1U0S) EACH 13' IN ITS LEAST DIMMIONI r4 Oft R0O(S (BOO TO 1.200 POEMS) EAEN 16• IN VS LEAST DIMENSION; FO04I04 ROOKS (1.500 TO 2,200 POUNDS) EACH+ IS- IN 115 LEAST DIMENSION, M ROOKS 9ALL RANGE UNIFORMLY IN SIZE rO1 EACH Cl A IrICAT1ON r SPECIFIES. M fQRaYVI ROOKS SHALL ONLY E U3Q1 FOR M FIRST COURSE OF PEEK IN MALLS OVER 6 rEET IN HEIGHT. r6-11.5 (COSTALCTION REQJIRDWNTS+. TIE ROCK UNLOADING AT 11E SITE WILL BE OOHS IN %CH A MANWR AS TO SEOIECATE M ROCK 9, THE SIZE ' RANGES INDICATED IN M RECEDING PMAQW+ . M WALLS SHALL E STARTED BY ETAVAIING A TRENCH, NOT LESS THAN 6 IDOWS OR WORE TAN OE r0oT IN ' DEPTH MELON SUBG AOE IN EXCAVATION SECTIONS, OR NOT LESS MAN 4 INCHES M MORE TITAN 04 FOCI IN DEPTH BELOW M EXISTING OROAE LEVEL 1N EHENPWE^ SECTIOR. AEAS ON NMICH M mDav IS TO E RACED 9ALL E TRIMMED 1#0 OESSED TO CONFORM TOM ELEVATION OR SLOPE 1NGICATED. M ROE. Wk. CONSTRUCTION 9VW.L START AS SOON A^ OSSiBLI UPON M COMPLETION OF M CUT OR FILL SECTI' AOCK SELECTION AND PLACEMENT SHALL E SUCH MAT TILE WILL E NO OPEN VOIDS IN THE EXPOSED FACE Or M WALL OVER 6 IN0C5 ACROSS IN ANY DIRECTION. M MOSCS *ALL E PLACED AND KEYED TOGETHER WIN r A MIKWM OF VOIDS. PARTICULAR ATTENTION TALL E GIVEN TO THE "ING A0 KEYING rMETM OF M FINAL COURSE Or ALL MUMMIES. M FINAL COURSE SMALL PAVE A CONTINUOUS ANSAMIlE AC E RACED TO MINIMIZE EROSION E M AWILL MATERIAL. M LAGER MOOXS BALL BE PLACED At M WE O THE ' M00ERY 50 THAT M NALL WILL E STABLE 00 MAVE A STABLE *WAN". M AR%5 SMALL E CARLFLLLY PLACED BY NECNMICAL MUIPENT 40 IN A HATMA SUO' TMAT M LOGITUDINAL AXIS Ir M MOCK SALE E AT KIONT ANGLCS ON REBENDILTAAA TO M POCHOM FACE. M ROCKS 9ALL HAVE ALL IMGLININC rAQS SLOWING TOM BAUX Or M ROOROIY. EACH ROM O' ROCKS WILL E SEATED AS TIGHTLY A0 EARLY AS POSSIBLE ON TIL ROCK BELOW IN 9ROH A M0IP6R THAT TIMM WILL E NO MOVEMENT EMEN M TWO. AFTER SETTING A COLOW OF gotx, ALL VOIDS BETWEEN M ROOKS SWL E CHINKED ON TIC SEWN WITH QAMV ROSE, 10 ELIMINATE ANY VOID 901C1ET TO MSS A 2 INCH SQUARE PRONE. r9pO1WRmt61 SpecifleAtlm6 (Ph 09ml/B6) PgBW 73 �11,),1 RtOfERT WArtf?r 1 M bALL EAL101LL *VLL COGIST R 1.112 I10, WINS MEWCD ROOK OR MAYL CWO*M TO MOTION P- O,f()). MS MTORIAL WILL E OLA= TO AN S Ile"NINUAAR M1o*gM tTAL7Di TM EWIRE WALL AID ' M CTIT DI FILL MTER11t, RE MCWRILL maymm, WILL K RLACEO IN LIRS TO AN UEVATSON RN"WIMTnr A IAM QOW M OMM 6 ROOS. RAOm. iRE WADPILL WILL t P AM MIE R ERM ODAw R mm- RN MCTFILL MTUTAL ON TK KmING IwAm OF RE ROOK co" WILL r RODVED ww SMING THE boo CDABE. ' fll,).2 ORAM P2Pt A A IIO, MOVER PVW MTU WVE PIPE SALL t KA= AS A FQDTING DRAIN WMI D THE WCt":ES AS , lDEN 14 RE 57DOND RM6, RV CONNECTED TOM STDWR DRAINAM 3Y!K" METE 90N, A-t-1ti�< MRAIIL , M INVEZYM WILL WAVE M AUTHORITV TO REJECT AW WtCTITt MTERlK AND TD 919VC AN, WOW, TWA, 1S KING I WIOPOA,T WK. LEZCT t0 M FINAL OECISION W T1E DW;2tEER. ALL R[.7CCT<D *?DIAL t WILL t "DOM PRDA RE CENMCTIDN SITE ND ANT RE,IECTIED Of 9RALL E REPAII&D OR RO!AOEZ A• NO ADDITIDIAL CMT TO M ODOR, kiLusAvc k r THE WALL *AAD R?DI TIE '(NISAE2. ROCK WALL FOR P "aW WILL E WALE FROM THE POCTI IC GRADE TO T1i TOP OF ,M WALL DR� TC M REALEST SQpRE TAID. A-11.5 MrtEN• PAWENT W„L WA MIX. JW THE ITO' 'RODI REIAININC WALL•, PER SQ M V J%). TIE LWT PRICE PEA SQAE TAID STAALL EE TILL CDiOASATION FOR M ROOM"MOdt RETA'NINC PALL IN ' RACE AID 24ALL IRCLLOt AL'.. WORD, MTERIALS, AND EQIINENT REDUIRED TO CURETt INE IW,AL-ATION. 1 1 1 1 SaplamtAl Spc1IlcAttm+ , (Or O!.O1,H) ►pe a DIVISION 7 DeAIWA:`. V%jCTMS, STOWI XWEAS, SMOTMy SEAM. ■TER IMINS, BO CMftjTS 7.01 .TAAOMS ' T-0I,A�'� IACQS71OM4 5[CtION) ADD M PMAUIMN 2: ' •MOc TK COMTRACT OM WT IK.LUOE 'ST"TIM EXAVATION CLASS B- UO 'SMCTUE EXAVATION CLASS I IKLWIW, HALL' AS A My ITOM ALL COSTS ASSOCIATED WITH Twm ITEMS SHALL E INCL,Om IN OTIOI CO FMACT My IMG." 7.02 OLNATS 7.02,2 MATERIALS IADOITIOWL SECTION? PVC PIPE ...................... 9-05.12 ' PVC PIPE: AEJE PLAIN Op KIKONCED COICKTE, STEEL, OR ALJMImum ARE OVINkED TO IN SEC1103h '-0: IT SNKL E ,►EEASTOM THAT RETLIOCE IS ALSO NALE TO NC. ' 7-02.3(1)C PLALIW, PK ►TE (bDITIDW. SECTL) IN TIE IN", NOOMED AS SKCIFIED IN SECTION 7-02.30) PVC PIPE WALL E LAID ECIMINC AT THE LOA[A EEO, WITH IN' ELL DO 1.POWE, KA WAI WILL E LOU) AS THE KDOIW OTMIAL AID IMM WW 6• ELO1 OE BOTTOM Or NE PIPE TO 6• AWYE THE TOP OF THE PIPE. MEN IT IS MECESSAM TO CUIIECT TO A STKL.:TLK WITH A NOOM JOINT A RUBBER GASICEM CONCRETE COLLAR WILL E LSD AT THE POINT OF CONNECTION. 7-O$.A WA9JIDENT _(PMTIAL WE ,ACENEM SECTIO7) DELETE LAST PAA`OOPM 7_02,5 PAYMENT (r_GITIAL REpLACEMEN'1 SECTION). DELETE ITEM 1 TN(OL3: 20 AND REPLACE WITH: 1. Storm CrAtn PIP0 Per L.R. 2. •_" A •_• Corru0ateo Steel Arch Pipe pet L.T. 3. •_• A • • CorruOsteo Aju lnA Arcs, P(De oar ..r. A. "Cormmte Clew C• Der C •. 3. DlM ter Flom) , .: Section Par E . DELETE P,VULRAP,6 3 6 7 7-03 STRU.Ct11UL RATE PIK, PIPE ARCH UICH. 40 0CMASS 7-03.4 MEASUE)E4T (PMTIAL REPIAMW(W SECTION) PssaprWn S: REPLACE "SECTION 2-09.4• %ITN 'SECTION : T' ' 7-03 S PAVIOMT (WIAL IMAMW SEC71ON. DELETE 1TOA5 11, 12 eM 13 ' REFS.ACE LAST PMAMAPN WITH: TIE 1NI7 CONTRACT PFL-E FOR 3lAVEL BKWILL F(SI FOAMT:ONS CLASS A OR ,LASS I SMALL E PAID IN ACCOROMCE WITN SECTION 2.09. SwD1Aww,lal SpeclTlcaticm (Rev 09,01/06) Pepe 27 744 S111M sum , ADD: PK SEWER PINE 7-D6.141)! ►114 CA1 l*��.F�,FNrn� Sq 7I�j , ADD: PIPE RODINC FOR PK 311d PIPE SMALL CONSIST OF PEA QFAV4. 11 STALL R PLACED TO A WN O ' 6' OVER ANC 6' UDER THE EXTERIOR WALLS OF THE PIPE. 7-04.1(')A APVE'T LINE 40 OMOE (PMTIK ROLCOO(T SECTION) ' REPLACE PARWAIN 1: W:N: SPVEV LINE 40 MA" FILL BE ►WIVIDED BV Ni OCINEEF OR CWMKTD11 IN A NMWER CONSISTENT PIN ACCPTED PRACTICES AND 74-V SPECIFICATIONS, , 7-W LY W(FIL61% STOMP X" T7EIlM tzrftjwo, SECTION) ADD TO PAAIONMN 1: , PVC FIR SALL BE KDOU Ay) AWILLED WI TO PEA OGKL IN K'C[K WITH 7.DA,1(37B PRIOR +: BACWILLINC TIE RENAINOET OF THE ia,CH, Am: WASJEXNT OF Mllk k% TEAVEL FM FRENCH CH MCITILL Pill BE By THE TON, IN ACNOAICE WI N .;:,T1O1 1-09", DA Br T( CALCIIATION OF NEAT LINES BASED ON MAXIMA M CH WIDTH PER SECTION 2• , 09,A USIW' A CONE7l51a FKTTP O 1.S TOG PEN CLBIC TAW, WHICHEVER IS LESS. 7-04.4 W[ASYOCN7 'wwrPAL ROLA[DEHT SECTIONR , REPLACE PAl1AGRAPH A WITH: EXCAVATION O TI[ STORK 9ERREA TRENCH WILt O WASIPED AS STRNCTUC EXCAVATION CLASS 6 O' STRUCTiP[ EXCAVATION 'SASS B INCLUDING HALL, AS SPECIFIED IN SECTION 2.09. 7.OA.1 PAYKW IPARTuA RE5ACE7EHT SECTION) IE1ER IT06 I T613l(b4 E MD REPLACE WIN: 1 I• ' ` SIM PIVOT DIOW, OAT L.F. 2. cwrttA Class C, wr C.V. MYN NO BID ITO, 'GAVEL OACWFILL FOR PIPE REDOING' 15 INCLUDED IN Of SCMEA.LE OF PRICES, PIP , 'WM'M, AS SOWN 1N THE rNGARD PLMS, SHALL BE COSEDDED INCIDENTAL TO THE PIPE AND No ADDITIONAL PAYMENT SHALL K WRY. ' REPLACE PANWM•H S WIN: TESTING O STOW SERER PIPE IF REWIRED By TNE ENGINEER SWLL BE COLS:OML) INCIOEN7AL t0 ANC , INCLLM 1% THE UNIT CONTRACT PRICES FOR 0T," MG. t uwlwBntA1 SYWcl Ficttlau t i%&V 09/01786) Pap 2B 1 1-0 MANHO 5, OMTE DM.ETSM CROP INLETS, AIO CATCH BASINS 1 7-011 D(1` !CANING MANOLLS AND GATCM BASINS M gAROE ( DOTAL ETION) jN ltVAyED sTItETs: MYl4.E5, C1ri0I BRSINs MO SIMILAR sTIRETtI1L$ IN AREAS To BE SLWACID III1M OA.&ED RmK OR GAVEL SMALL K CONSTRUCTED TO A POINT /PPRMINATELY EIWT DOES BELOW M ' 9AOUOE AO COVERED WITH A TEMPORARY "OOD COM- EXISTING MANILL[S 94OLL BE off OFF no COYEIED IN A SIMILAR WOO. M CONTRACTOR 94ALL CNVILLY RIFIDOU EAON MANHOLE SD THAT MY MAY BE EASILY FOUND UPON COILEI law Q M SKEET WORN. AFTER PLACING NE GRAVEL OR MJ94M STOW SURFACING, M HMBGLES AND MANLLE CASTINGS SWILL K CONSTRUCTED to TK FINISHED MADE O M ROADWAY SURFACE. EXCAVATION NECESSARY FOR MINGIMG MANILAS TO GRADE SMALL CENTER ABOUT M HAULLI AND K MELD TOM MINIMUM AREA MECESSARV, AT M COMPLETION OF M WVN4E ADJUSTMENT, M VOIC AROUND M MAIBLLE SMALL K A JILLEO WIN MATERIALS MICH RFSLLT IN M SECTION REWIRED ON M MICAL WORD MY SECTION, AND K TM UGLY COMPACTED' AOE BITlM3WUS SURFACE TREATMENT 15 TO K RACED. M WMLLE CASTINGS ' 9ALL K INSTALLED FROM 1/1 I%OM TO OE INCH MIOOR IN* M ROIDMY SURFACE, AS M ENGINEER MAY DIRECT. IN CROFT CONCRETE PAVEMENT M/MOLYS, CATCH BASINS AID SIMILAR STRUCTUES SMALL K CONSTRUCTED AND CARTED IN T!E SAE MAMER AS DJTLINID ABOVE EXCEPT THAT TIC FINAL ADJUSTMENT SALL K MADE AC CAST IRON FRAME K SET AFTER FORMS HAVE KEN PLACED RAO CEon. 1N PLAC,G M CONCRETE PAVEMENT, EXTREME CARE SHALL K TAKEN NOT TO ALTER M POSIIlON K M CASTING IN ANY MY, IN A5PALT 200 PAVEMENT: MW{OLES SMALL MDT K ADJUSTED UNTIL M PAVEMENT IS COPLETED, AT WHICH TIME THE CENTER O EPDM MANHOLE SMALL K CAREFULLY RELOCATED FROM AEFDOCES PRCVIOJSIY ESTABLI94M BY M CONTRACTOR. THE PAVEMENT SMALL K Cm IN A RES'RICTED AEA AMC BASE MATERIAL K REIDVED TO PERMIT RtNNAL Cr M COVER, M HANDLE SMALL MN K BAOIWT TO PAW" GARDE UTILIIIN, THE SAE METHODS OF COMBTROCTION AS FOR M MANLLI ITSELF, M CAST IRON FRAME 2041 K PLACED ON M CONCRETE ROOKS AM WEDGED UP TO M DESIRED MADE. M A94OLT CONCRETE PANEENT 94ALL K CUT AMC REMOVED TO A NEAT CIRCLE, M DIAMETER O MICH ' SMALL K MAL TOM 1121510f DIAMETER OF M CAST IRON FRAME PLUS RD FEET. M 9ASE MATERIALS AM UOJ9ED A)CK SMALL K REMOVED AND ttASS B(I/A) CONCETE 9N1.L K PLACED SO THAT M ENTIRE VDLUE O ME EXCAVATION 15 PEPL.ACED UP TO WININ BUT NOT TO EXCEED 1 1/2 INCHES O M FINISHED PAYDONT SAPACE. ON M FOLLOWING DAY M CONCRETE, M COGE OF M ASPHALT WMUETE PAMEMV, *0 RE OUTER EDGE O M CASTING SMALL K PAINTED WITH POT ASMALT CEMENT. ASRNULT CUAM E 94ALL OEM K PLACED AD COMPACTED WITH MAD TAMERS AND A PATCMING ROLLER. ASP%kT CODJETE MILL BS PAIR FOR AS • ASPHALT C04 M PAVEMENT, CLASS B INCLUDING PAVING ASPHALT PER TON•. M :OMPETE PATCH 94ALL MATCH M EXISTING PAVED SURFACE FOR TE%TUTE. DENSITY, AD UNIFORMITY K GRADE. M JOINT SEMEN THE PATCH ADM EXISTINL PAVEMENT 94ALL THEN K CAREFULLY PAINTED WITH MDT ASPYALT CEMENT OR A9NALT DALSION AND SMALL K IMEDIATELY COVFAEJ WITH DAY PAVING SAD OEFOE NE ASPHALT CEMENT SOLIDIFIES. M INSIDE THROAT (IF THE ' MANHOLE SHALL K THOOU,'MLYY MORTARED AID "TEAID. k%MTKNf O jM.ETS, TIE FINAL ALIOUENT AD RUDE OF CAST IRON FRAMES FOR NEW AD OLD INLETS ' TO K ADJUSTED TO DUDE WILL K ESTARI94M FROM M F016 OR ADJACENT PAVEMENT SURFACES, THE FINAL 4DX6MNT OF THE TOP OF M INLET WILL K pMWM IN SIMILAR MANOR TO M RBDVE FOp MANGLES. ON ASNALT CONCRETE PAVING PROJECTS USING CUB AD GUTTER SECTION, THAT PORTION O M CAST IRON FRAME NOT DMEMOD IN M GUTTER SECTION BALL K SOLIDLY DEEOM IN CONCRETE ALSO. M CONCICT SMALL EXTEND A MINIMUM OF SIX INCKS KYOD M t= Q M CASTING AD SMALL K LEFT 1 1/: IMCES BELOW M TOP O DE. nWE SD THAT M KRAIG COAX OF AWHVLT CONCRETE PAAVEENT WELL BUT+ M CAST IRON FRAME. M EXISTING CONCRETE PAVEENT AD EDGE O ' THE CASTING SMALL K PAINTED WITM MDT ASPHALT CEMENT, AGXiSRENTS IN M INLET SMA;TME SALL SAXII~tAl 9XWc1 fStEtlmA ' (RWY 09/01-86) Page 29 7-06,5(1) OONTINIEb 01 CONSTRUCTED IN ht. SAE MUIEA NO OF THE SAE MATERIAL AS THAT REAIuIREO rap NE% INLETS. , THE INSIDE OF THE TNUTS SHALL K IUNTAIED xAp RASTEED. NEN� "TS AM CAST IRON FRIPE MO COVETI NUARlIliS AND NON.aENT CASTINGS SHALL R AD.M1E0 10 DIME IN THE SAE NAN ER AS rOR MANGLE , VALVE "M GASTINCS' ADIISTIENTS OF VALVE WX CAYINCS SHALL R WOE IN THE WE MNER AS F:, MANGLES. 7-OS ♦ IEASLl DETII (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAONPH I WIM; , W"0623 AM CATCH MSIMS RILL 9E NEAS M PER EACH FOR THE FIRST 1.)- AS REASMV FROM FIK:9Co R1N ELEVATION TO THE INIEIIT OF THE LOIEST OMV PIPE. ALL MTN TREATER THAN 10- RILL K PAIO AS EXTRA OOTH WHOM -, an "M OPT" CATCH "SINS, TVPE „I PER VERTICAL FOOT REPLACE PARAGRAPH a: WITN: STRI.CTUE EXCAVATIUN CLASS 6 AO STRiCTLE E1,CAVAT'ON MA55 6, IlCl1OINC HALE WILL " NEASWE: t AS SPECIFIED 1N SECTION 2-09. 7-05.5 PAVNENT (PAAT`^A�ACDEM SECTION) DELETE ITEtS `. TIagAA), 10 AND REPLACE ■ITN: ' 1. 'Standard Mrrcles ^, Par each 2. -Extra Oepth Nere1011% s, pat V.F. , 5. -CatM Win TY"--..—., Par eeM a, -CAtch Easin TV"_,_-, Without oetM, Per each 5. -Extra O"th Caton %sin -, Per V.F. 6. -Adjust HeRMAle per each ' 7. -Adjust CBah -Ain-, per sec" a. -Adjust V41„ts-, par each 9. -Adjust Monuments-, par asch ULM PARAGRAPH A 7-09 PIPE AM FITTINS FOR WATER MAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) ADILACE PAP"APN I WITH; , MATERIALS SMALL MEET THE REQIIRENFr+Ts OF THE FOLLOWIHr SECTIONS: Pipe ...................... 9.50.1 ....... , 0XtIle Iron stow 9-50.1A rittiry .......................... 9.$C.2 QKtIAG Iron PIPS ..........."'.. 9-00.2A ' Plastic rilm Wrap .. 9.50.6 Tracer TWA O.M.9 7-10 TWaCN EXCAVATION, VEMI7„ AM WAMILL FOt "AEA MIMS , 7- 0 )(0r)6 EXTRA EXCAVAT3ON_'MT1AL AEPLACEOR SECT10y` , REPLACE PARAGRAPH a WITH: AEASUENENT OF ^AWc RUN M0U FOR RETCH EArWILL- WI.L R EV THE TON. Supplemental Spaci'icatlons , (ReV Oe/Oliau) roe 30 j jp,.KO41 I" RIM OUYFb,FTR TREHF?P BA/?61LL (RE11.ACt1EN' S[CTIWU IMMINENT IF BAN( IBM WV14. FOR 17004 BPDTI'_L FILL E By THE TW, IN ACCORDANCE MAIM SUTIW 1- 09.1, OR BY M CALCULATION O NEAT LINES GKW ON MAXIMM "MAGM WMM PER SECTION 2-09.4 L61NG A CONVERSION FACIM OF 1.S 706 PER CUBIC YARD, 1MIOEVEA i5 LESS 7.1Oa(O2) POOVAL MO REHACOENT OF EXI0 EIWYATION (PARTIAL P LACEIENT SECTION) - METE 7 10 S(OS) R04OYAL AND MMACOEINT OF IM911TABLE MATERIA.�(PARTIAL REP ANENT SECTION) R D%.AM PAFLA M I BIM: PARENT FOR PRUOVAL AIO RF}( ZDW OF LIMITABLE MATERIAL" WILL BC CC4610M INCIDENNAL TO no BID IM6 MD NO rMT10 COIPENSATION HILL E NAME. 7-10s144) BAMM RUN TRAVEL TOM T_MD12 BACKFILL iPAPTIAL 40E ,ACDW SEC*104) REPLACE PARAGRAPH 1 WIN: PAYMENT WILL E VAX AT WE UNII COP"MT PRICE PER TON FOR `MMN PLAN GRAVEL FOR TRENCH RACKFILL- BMICH PRICE 961LL E FILL COAPOLSATION FOR EXCAVATING, FIPNISHING, 1MLLING, PLACING ' AIO COPACTING THE MATERIAL IN THE TOUR. N.5O IMMUED IN TA UNIT CONTRACT PRICE 15 TE NESTING OF EXCESS AND LkAWE MATCAIAL EXCAV .ED FRW THE TRENCH. 7.10.S(O5) FOUOn JON MATERIAL (OWITIONAL %Q%W: ►AVWXI TALL E WOE AT THE WIT CONTRACT PRICE PER TON FOR •FWWTIJN MA'ERIAL• MICH PRICE 90LL E FULL Cll E lIW FW EXCAVATING NO DIMING 7 THE UM,uIT4ELE MATERI4, MD REPLAC DC WIM TE A PRORIATE ITIMATIW NATTAIAL PER SECTION ^ 11.7%1) ' 7-11 PIPE O. .IATIW FOR WATER WINS 7.11.1(OB) LAYING (%NOTICE tAON PIPE RyTH POLYETFYLEMC PJC4SEMENT (9YP,QoTk SECTION) THE POLVEMlPJM DEAS04NT BALL ALSO E INSTALLED ON ALL AWMPTEWACES, 9-CH AS PIPE LATERALS, CIEBLINGS, FITTINGS. ANC VALVES, IN AC.'17WAP" WITH SECTION 4-5 OF NISI 2I.T W AWWM CI OS, 7-11.1(O9)A OWCTION TO EXISTING KAIN5 (REPLACFlO+T SECTIW7 ' VXMXTOR IMST,�MI LM CONCCTIWS: CONNECTIONS TO THE EXISTING RATER SUN 9ALL NOT BL MADE WITOUT FIRST MAKING TYE WECESSAM WA43 N04TS WITH TK ENGINEER IN ADVANCE. ROW 94 ALL OCT E STARTED UNTIL ALL THE MATERIALS, EROIPAENT, MO LABOR NECESSARY 10 PIOFETLY COPLEIE THE WORK ARE AS3JELED ON THE SITE, EXISTING MATER MAINS 9WL E CUT BY THE CONTRACTOR. THE CONTRACTOR SMALL f0m THE PORTIONS O PIPE TO WOVIDE " THE 1067ALLATIW TL THE REOUTAED PIYT14M AT THE POINT. OF COAECTION ALL GARAGE CAUSED BY TW CWTRACtW'S OPFRAt IONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SMICE 944LL E REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE LYMMCTOR SHALL DETERMINE THE EXACT LENGM OF EXISTING WATER MAIN TAT MAT E POOPED. Tit Pl^E 00$ SHALL E BEVELLED TO PEVENt ONAGE TO THE TRANSITION COMAING GASKET MIRING INSTAL-.411W OF TE COPLING. THE EXTERIOR CE THE EXISTING PIPE END SHALL E CLEANED TO A MUND SMOOTH FIHOSH MnK INSTALLATION OF THE COPLING. ' TRANSITION CO.PLIMUS 90L.L E INSTALLED BY THE CONTRACTOR 00 TALL OF PMYI'JM WITH A PLASTIC FILM MIN. THE PLASTIC FILM PRM SIYLL E H WWC LW%LY AlIMAO TK MPE. FITTINGS, MD MAKIMS, AIO SEMM MAIM 2-INCH WIDE POLYETWUUK ILSM TAPE. MPF.PCS t%VA104 TE ' SLMI~tbl SPWci Tlatims (M• MOl'44) P" 31 '-lle5(OP)A CONrIM,ED CQELITGS AK INSTALLED 9MLL K AHAPRED A NGNINN OR PEST ON P ON EM SIM K T,E COPL.9EEG. All ' ]DINTS ON EARS IN Tot PLASTIC FILM EW WILL K MADE USING THE 1-IN W ROE Pq YETRL 0QES2VE TAPE. THE "TIC Flu s AA►NEED NOT K AT"now. «R W PART OF THE PIPE ON CQELING SMAL. K E7PIWD TO THE MOWlLI. CARE %LL K VMIED MOM MOOILLING To PREVENT THE PLASTIC FSLN ONM PAN KING AUCT(NWD OR DIHERMIX OAAGSD, PLASTIC PILN CAW AND ' ITS INSTALLATION SMALL CONFORM TO AMA C105 EXCEPT AS MMlFICO HMIN, 004 WORK IS ONCE STATED ON A mwaTION, IT a4k.L CORINROSLY WIIWOUT IMTMXDTION, ' 00 AS MPICLY AS POSSIBLE UMTti COpLETFD. No yvlKr R NAINS WILL K P[IWRiTTm OVERNIGHT OR OVER WMOD" ON AHOLIDAYS. IF THE CONE•;,!SM TO THE EXISTING SVSY(N INVOLVES TURNING ITT THE MTEA, M CCNTMACTQR 9A., K W90611LE FOR NDTIFVING THE RESIDENTS AFFECTED WY THE 9ER7r. THE ENGINEER WILL ADv15F WHICH PWWCR OWNERS ARE TO K NOTIFIED. THE CORRACTOR HAY K REWIRED TO PEROAY THE COPECTla (XR14E TINES VNER THAN NORMAL WORKING HODS. THE CONTACTOR 94kL NUR M MP.TE AV VALVES ON THE EXISTING SYSTEM. RATER SNSTEN PEMSONEL WILL OWRrE NIL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHOM REWIRED. , No WOR( 94ALL K PERFORMED ON THE CONNECTIONS OtISS A REPRESEMIAtIVE OF THE WATER OUNPIW4, IS MRESENT TO :SECT THE MDt• THE TYPES OR CO/ECTIO S ARE VARIED AND WOGESTED PIING ARRMGOEMS HAVE KEN 9UMN IN THE ' PLANS. FOR THE INSTALLATION OF aNECTIOS, THE 9gFACED PORTION OF THE ROEWAr Do - HOT K PE ETRATED UNLESS TE COtECTING POINT IS DIRECTLY UNDEN IT, FM CQKCTION TIY ANY OTHER NCMOO. TIE CQNrMcrDR SMAu R'1RNNSH A DlTAiLED 9ETCH FORANiOVAL HOT TAN. TPC VMS PR1XP io THE [ASCIEo CTMTPEtrtON, CITY ]IS1AL rLT COWECTIOAS COWECT10H5 TO EXIST IMG PIPING AND TIE.INS ARE INDICATED ON THE OAMMOS. M CONTRACTOR HUST VERIFY ALL EXISTING PIPING, DINEI6tONS, ANO ELEVAII06 To AS.SIAE PMOIOR FIT, CONNICtIO6 M THE EXISTING WATER VAIN SNAIL NOT K NAM WITH" PINK NAINC THE MECESSMY ' AAAUE?OrtS WITH THE ENGINEER IRA ADVANCE- WOK NHALL MOT K STARTED UNTIL ALL M ARTERIALS, EWIPNMT 000 LABOR NECESSARY TO PRIPE►Y CONEETE THE WORK ARE ASMGLM ON M SITE. THE (SNRRACTCN 9HALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE COSTMCTION CAA%M. THE CONTAACTO. 94FAL. PERFORM THE EXCAVATION, 4100C, AO SAOXTILL, AND PRWIDE CONCRETE BLOCKING FOAM CONNECTIONS TO EXISTIG WNS, THE CITY WILL Clrr THE EXISTING MAIN 40 ASM41LE ALL NATENSKS. ■ MEN THE CItt HAKES THE COWECT:ON5 TO THE EXISTING SYSTEM ALL LABOR, ARTERIALS, AO EWIPHENY , REWIAEG IT THE CONTRACTOR SHALL O CO610EPND 1HC;MHTAL AND AL. %,ATEC '.LISTS 9OLLc !E INCLUDED IN OTHER ITEMS OF POP, 7-l1.1111) HYDROSTATIC ML%M TEST (REP%` MENT SECTION, t Au WATER MINS 40 ~rENACES 94ALL K TESTEO JM A HYDROSTATIC PRISM EOR:AL To 130 PSI IN O GEES OF THAT UNDER WHIM THEY WILL OROATE, IN NO CASE 9ALL THE TEST PRESSJE K LESS UHNAM MOO 'PSI, ALL RUNS, GAUSS, PLUGS, SADDLES, WWRATION STOPS, NISCEI,LAEfA6 HOVE A0►lPING, AC EN OTHER EWSPNT NECESSARY FDAPEMOWNI% TE TEST 9AL. K FURNISED AO OROUTED UV THE CONTRACTOR, TE PIPELINE TMDCA SHALL K WMILLED S(PTICIEMLY To PREVENT NOVF'ENT Or THE PIP[ , DOER PRES9AE. ALL TAOST BLOCKS SMALL K M PLACE 40 STT1CIMV REED TO REAP A CESION S?PVCrH KFORE TESTING. AERIE PEMAENT BLDCNING 15 NOT REO.IIRED. THE CO'TMCtC# SHALL PUNISH G 1MSIALL TEEOIARY BL,TCXtNG 40 AGUNE It AFTER TESTING, swolAwEU smirleWLlons I (NAY O9/D1�Y) PANA TI ' T.1l.5l il) COT INURED ' TIE *,INLS 9ALL E FIUA)WIN WATER NO ALLOQ TD STAND UDV PWSSIE FOR A NIMIMUN 7 24 HQUAS TO ALLOT THE ESCAPE OF AIR ANDMA ALLOW TIE LINING OR THE ►IK TO AMS WATER. TIE OAq WILL FUW494 THE WATER NECESSARY TO FILL THE PIPELINES Frye 1ESTit6 PLIrM AT U tlWE or AT MEN SITICIENT WNTITIES OF RATER ARE AVAILABLE TON NaWRL SYSTEM OERA7I0V. A HYDRANT WATER NO A MOOLON P EYWION MICE WILL E USED WHEN DRAWING WATER FNOR THE CITY SYSTEM. THESE HAY E OBTAINED FROM TIC CITY BY COIPLVING THE REQUIRED FORMS NO VNI1G RFQUIRED SECURITY DEPOSITS. THERE RILL E NO CARDS FDA THE *,TER USED. GMF>« USED IN TIE TEST NAY E REQUIRED TD E CERTIFIED TOR ACCLWy Al A LAMTMy BY THE AREA. ' A VISIBLE LEAKAGE D[tEC'm SHALL E CDRAECTEU BY TE CONTRACTOR TO THE SATIVACTIOH OF T[ OWNER REGARDLESS O< THE ALLOHANA C(AKAGE SPECIFIED ABOVE. 94 UL TE TEST SECTION FAIL TO HEFT THE PRESSURE TEST S=SYHALY AS IECIFIED, Tot CONTRACTOR SKALL, AT HIS OWN EXPENSE, LOCATE AFO ' EPAIR M DEFECTS WO TEIF RETEST M PIPELINE. ALL TESTS SMALL E DOM KITH TIE HRMWT M 41W GTE vALVES OPEN ND PAESSAE AGIN SI THE HYDRANT VALVE. AFTER THE TEST HAS KEN CtlftrtD, EACH WE VALVE SHALL E TESTED BY CLOSING EACH, IN TUN NO RELIEVING THE PRESSRE MOO. THIS TEST O' THE GTE VALVE WILL E ACCEPTABLE IF r4X IS AD INMIATE LOSS OF PRESSRE ON TIE GAUGE WREN TIE PRESSURE COPES AGAINST THE VALVE KING CH[CED. THE CONTRACTOR SNLL VERIFY THAT THE AES4RE DIFFVWIAL ACROSS THE VALVE DOES NOT ' EXCEED THE RATED HOMING PRESS.EO OF THE VALVE. SECTIONS TO BE TESTED SAALL WQWIALLY E LIMITED TO !,MG FEET. THE OMOR HAY UNWIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THIN l,DDO FEET 116 LEHGM, INLSIALLED H Be"Q THE COIRYICIOi 5 OlV5, E TESTED IN ORDER TO QUALIFY TT: CREW AND/OR M WAPERIAL. PtE LAYING SHALL NOT E CONTINUED WORE TAN AN AWIT104AL 1,000 FEET A,TIL THE FIRST SECTION SMALL WAVE WEN TESTED SAC ESV4 uY. PRIOR TO CALLING OUT THE OPER TO WITNESS THE PRES3AE TEST, M CONTRACTOR 90LL HAVE ALL ETAIIPET SET UP CCNRETELY READY FOR OPERATION AND 94ALL HAVE WSxtWULLY FERTMED 74 tt5l TO ' RSSIE THAT THE PIPE IS IN A SATISFACTORY CONDITION. EFOCE APR.IHG THE 9 CIrIED TEST /RESEAL, AIR SHALL E EAELLM C04UTELY FROM THE PIPE, VN.VES MG HYDRANTS, IF FERMENT AIR YENTS APE HOT LOCATED AT AL. HIGH POINTS. THE CGHTRALTOR SALE TCIALL CORPORATION C0.kS AT 9JD4 POINTS 50 THAT M AIR OWN WE EAELLM AS tHt LINE IS FILLED WIN WATER. AFTER ALL THE AIR HAS BEEN EJWELLED, TNC C:OPOUtICM CR16 9ALL E CLOSED NO M TEST PRESSURE APPLIED. AT THE CONLLUSION DF THE PESSRE TEST, THE COWWORATION COWS SHWLL E ADOVED WO PLUGGED. THE TEST 94ALL .* ACCOPLISHED BY PAVING THE MAIN W To THE REORIRED PRESSURE; STOP THE PAP FOR A MINIMUM OF 15 MINUTES LP TO A MUD"OF FG MINERES AS DIWTM W THE MM, NE THAN RIP THE MAIN W TO THE TEST PRESSURE AGAIN. WRING THE TEST, M SECTION RING TESTED SHALL E OWNWED TO DETECT ANY VISTBLE LL#J". A CLEAN CWAINER 94AL'L E LW FOR HOLDING WATER POR SNIPING uv PESSLPE ON TN( VAIN ERG TESTED. THIS NANEV WATER SAL. E STERILIZED WY THE ADDITION V DtCltltE TO A C%"W ATION OF 50 HW✓L. M QUANTIh OF WATER REQUIRED TO RESTORE THE SNIT!'•. NFOROSTATIC PRESILK 914L1L E ACCOUTELY ' DETERMINED BY EITHER I) PUKING FROM AN OPEN CONTAINEA OF SUITABLE SISE SUCH TWAT ACCURATE VO,K WEASIE?ENTS CM E HORDE WY T}( OMER OR, 2) WY PAVING TWao A POSITIVE DIVLACEENT "TER NETEA •tM A SHIP UNIT HARD REGISTERING ONE GALLON PER MUTION, Tt METER SHWALL E APPROVm It THE DN1E71. &VOIRgntAl %ocl FlcAtlont tRAr 01/Oi:WAi PWQW 33 7-11JI113 O9 2mm ' KLEPTABILITY OF TIE TEST SILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: I• M WW M OF WATER LOST FROM M WIN 44ALL N07 !f G ExfZED THEMBBER KLO[ PER IQR AS t LISTED IN TIC FOLLOWING TA&E. 7. nE LOSS IN PRESSURE SMALL NOT EASED 1 PSI AEA MINUTE ORING M TEST PERIOD. AL-OWABIE LEtM PER 1000 FT OF °FUME• NaAltil PSIAI D-��S ' PSI 6• B• 10" 1�• 16. �, Asp 0.ri 1.27 3.59 1.91 2.55 3.18 3.62 1 A00 0.90 1.20 1." 1.80 2.40 3.DO 3.60 350 0.64 1.12 1.A0 3.69 2.25 2.81 3.37 275 0.73 1.00 1.24 1.49 1.99 2.49 2.99 , 230 0.71 0.95 1.19 1.42 1.90 2.37 2.65 223 0 0 0.90 1.15 1.35 1.60 2.25 2.70 200 0.05_1.WA l.xe 1.70 2 I^ 2.55 , •IF M OF rot ME HOER TEST COrtAINS SECTIONS JF VARIO6 QIAKTENS, M ALLOWABLE .EA1KAfi WILL BE M BM LL THE STATED IN D LfhACE FOR EACH SIZE. OR FOR rM= DIAIETERS CK ►RFcgp NOT LISTED 6Y M FOWAA.A STATED IN SEC7;OA 7A,x.11 (i M STANDARD SPCIFICATIOAS. , 11.5(12) "'PCtOR'MAT2OK (SlPgESENT OFplO1IMATIO/ OF ALL WATER USED FOR DISINFECTION SMALL BE , CITYS STANDARD OE7AI6 IND.= IN THIS RAINING SHED IN AAESIDNCE WITH THE DISPOSER INTO M OON ANY • WATER CONTAINING O5LOR3ME AE5IDWILS SHALL MOT AL STOW OAfNMZ SYSTEM fR ANY WATERWAY. t COCRETE TIAUST OLOCKING (RERIN'F14M SECTION) PAOVIOE CNC'WTE BLOCKING AT ALL KMRWS, F3nINGS AND MORIZOWTAL OR VERTICAL ANLE POINTS. t CONFORM TO M CITY OF RENTOW STANDARD DETAILS FOR GENERAL BLOCKING 00 VERTICAL BLOCKS rEIEIN. .L F1TT,NGS TO BE SLOW.. SMALL EE WRAPPED WIM ARIL POLYETHYLENE PLASTIC. CGNCAETE BLOCKING SMALL BE PRA JtY FOWED WITH PLYWOOD OR Orr" A"SPTAOLE FORMING MATERIALS AMO %'ALL NOT BE , PORE D AAOI►O 101MTS. 1K FORMS SMALL BE STRIPPED PAIOR TO BACFILLING. SWCKLE ADDS, **RE iEOUIRED, STALL BE INSTALLED WITH M USE OF SMACKLE LUGS. ALL SNAOU ADDS SWLL BE GALVANIZED 40 COATED WITH TWO COATS OF A¢MALT VARNISH. ' 7-12 VALVES FOR WATER MAIMS 1-12.^ MMTEAIALS (SIFPLCENTAL SECTION, VALVES 5A&L BE DESIGNED FOR A MINIWM WATER OPERATING PRESSLK OF 700 PSI. GATE VALVES 91ILL BE t IOWA LIST 14, W,ELLER COMPANY NO. A.I5B0, PACIFIC STATES. U.S. METROI-OLITAN, K MEDY, OR M A H. A"AADVAL OF VALVES OTMER AMN MODELS SPECIFIED 9ALL 0E OBTAINED PRIOR TO BID O'ENING. ALL GTE VALVES LESS TWGN 12• IN DIAETER SHALL bES.tA¢ AN e, V 2A• CAST IRON GATE VALVE BO.Y 4WD , EXTENSIONS, AS REQUIRED. ALL 12• DIAMETER 00 LAW GATE VALVES SMALL BE INSTALLED IN A VAA T. SEE WATER STAAOARD DETAIL FOR 12• GATE VALVE ASSMY VMLT AMC 1" BYPASS INSTAL-ATIOi. ' • ivftw,t61 $pp1f1C6tims , (ROT D9/01166) PWDR 5V 7-1s HYDRANTS 7- A.l 1J..SETTING wmws (AOOITIOVA SEC1ION) WMWTS 9MLL BE INSTALLED IN ACCOO//CE WITH AAAA VECZFICA110NS C600-77, SECTIONS ).7 AND 3.0.1 ' MO THE OR" STANDARD DETAILS. HYDRANT NO%AV POSTS SMALL K PAINTED IN ACCORDANCE WITH TIE WATER STANDARD DETAIL. IRON COMPLETION OF THE PROJECT, ALL F311E WW.WS STALL K PAINTN TO THE CITY OF RENTOI SPECIFICATIONS AO DWD PESTS PRINTED YELLOW. FIRE NYMwm 944LL K OF WON LENGTH AS TO K SUITABLE FOR INSTALLATION NITN COWECTIONS TO 6•, S' OV 10• PIPING IN TIppFS 3 - 112 FEET MEP UNLESS DRENWISE SKOIFIEO. TIE N'I~ 9NLL K M5104M FOR A A-1/2 FOOT ■ftIAL •DIE 12• NO LARGER PIPE 1S 940M UNLESS OTHERWISE HDTED ON THE PLAN. 7-14.3(OI) HYWM(T WMECT3(`a5 (W ITIOMAL SECTION! FIRE HYDONT ASSEMBLY SHALL INCLUDE C.I. TEE (NET X FL), 6" WE VALVE (FL X AU), 61 C.I. SPOOL 'PT X PE) S' N Y.O. FIRE MY~ (K)CONNECTION). B• X 24• CAST IRON VALVE DX, Ap 3/4 INCH SeACKLE OW RITN ;CESSORIFS AND TWO CONCRETE OMPD POSTS. PAINT SHWU RODS AS SPECIFIED IN SECTION 74.2.13, 1 7-1A.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE FARADUPN 2 WITH: 1 THE NETHW (F MVWESSINC THE NYDW SMALL K OETEANVAD BY RE OINDITIOP4 rMIND IN THE FIELD MO 94ALL K FEWADI.EP AO REBLOpOD AS DIRECTED BY THE ENGINEER. 7.lA.s(Dl) HYDRANT ASSD3LY (k-P LENENAL SECTION) THE LIMIT CONTRACT PRICE PER EACH FOP -HYDRANT ASSEN&Y CUFLETE• S3HALL BE THE SANE AS 'HVDAPNT ASSDNOY' EXCEPT THAT THE 6-IM N OCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHkL BE INCLUDED IN THE tNIT ONTRACT PRICE FOR NODRANT ASSENLY COMfML -. 7-1) SERVICE CONNECTIONS CORSTPLCTION OETAIL5 (REPL .41 SECTION) RPLACE 1st SENMNM PARAGRAPY S WIN; PIPE MATERIALS USED TO EX1E70 ON PLACE EXISTING WATER SERVICE LINES SMALL K COPPER, GALVANIZED OR OWTILE IRON PIPE. 1 SERVICE LINE COIQCZICN TO THE PEW MAIN WILL COFONN TO THE STANDARD PLM6 OF THE CITY OF CENTON 90A0 HEREIN AS APPLICABLE. THE ENGINEER MILL INDICATE THE CCATIOM FORM TAPS ON THE NEW MAIN FOR EACH SERVICE TO K MWECTED, THE CONTRACTOR 411LL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL LSE COPPER TMING. TYPE N, AFT FOR 3/4" SERVICES. TYPE it CONNECTIONS TO EXISTING C37PKR SERVICES WILL OE PAM WIN FLARE TYPE, tNEE PART UNION COPLINGS. ' TYPE Ilt WHERE fXISTIW GALVANIZED SDIV1(ES EFIST, TWI S14LL BE REPLACED WIN A OEM COPPER ►IPE SERVICE TO THE PROPERTY LIRE. (METERS SHALL K LMATQ 1N RANTER STRIP KTVIEEN SIDEWkA MO CUFB). TYRE IIIt OERE FUTURE STAG SERVICES 'MALL K INVALLED MY "ILL K IIKIKLEO AS ABOVE. TO TTE rVQKRTY LIE WIN A DETER WX (LESS 3/4 PETER). A RLID CORE TNIEACE"1 ' SPACER THE LEMIGIN OF A NITER SNMLL K INSTALLED 1N RACE OF I E PETER. Suppiprtsl scocl Flcst_ws (MY 09/0146) ANON 35 7-17 SANITARY SEVERS ' 7-17,2 MATERIAL (PARTIAL r%J4WACE?CNT SECr1ON) , IN PARACPAPi 1 OULETE: A B 5 COMPOSITE, ASBESTOS SAM 70RFWATED STEEL IN PARAOWM A DELETE: A 8 S COMITE SEVER PIPE 9-05.1A 7-17.3(1)6 PIPE BEDDING LAPPLEIENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE 9AL1 BE PLM.. _' A 00" OF 6- BELOW TW.. BOTTOM OF THE PIPE ' AO EX.tNDING IF 6' ABOVE THE CAM+ ON ALL PIPES. THE VANDPLACED BEDDIN: AROUND THE PIPE AD TO A POINT 6' ABOVE THE CROW BALL BE FORT-TAP' t UNTIL IT IS UNYIELDING. THE RDAAINO{: BMMILL SMALL BE MECHANICALLY TAMPED WITH NAND-OPERATED NQ%WICAL OR NEUATIC TAMERS TO 93B DENSITY, PIPE ®DING SHALL 9E CONSIDERED !NSIDENTAL TO THE PIPE AO NO FURTHER 'OPE16ATION %ALL BE NAM. 7-17 )(2)G SEINER LINE CONHlCTIONS (2dinEMERAL SECTID,1 ' U FC5 OTHERWISE APPROVED BY THE ENGINEER, ALL CONAECT1ON6 OF LATERAL SERE - TO EXISTING MAINS SALL BE WOE TIODION A CAST IRON SADDLE SECURED M THE SEINER MAIN WITH STAINLESS STEEL BAD_ ' WHEN THE EXISTING MAIN 1S CD61RXTED OF VITRIFIED CLAY, ALA ON RETPDRCED COM)ETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN 94ALL BE COW DRILLED. CONNECTIONS TO EXISTING CONCRETE Mft+0LES SMALL BE COE-GRILLED, AC 94ALL NAVE AN '0' RING RUBBER FA9(ET MEETING AM C-478 IN A MWMOLE COUPLING EQUAL M THE 3096-WMVILLE ASBESTOS-CQE.T RLLM, OR 18 A COMICAL TYPE FLEXIBLE SEAL EQUAL TO NONE- SM. 7-17.3(2) 1 PROTECTION OF EXISTING FACILITIES (SUIMJDfNTAL SECTION) , MEN EXIENOING AN EXISTING $EVER, THE DOIMSTREAM SYSTEM SMALL BE PROTECTED rTmN CONSTRUCTION DEBRIS By PLACING A SCREEN OR TRAP IN THE FIRST EXISTING WWQE DOWNSTREAM OF THE COAECTION. IT SHALL BE THE CUNTRAFTOR'S AESPONSIBILITY TO MAINTAIN MIS SOEEN ON TRAP UNTIL THE NEW SYSTEM I5 PLACED IN SERVICE AO THEN TO REMOVE IT, ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, 94ALL BE REMOVED SY THE CONTRACTOR AT HIS EXAM, AO TO THE SATISFACTION OF THE ' ENGINEER, WHEN M FIRST 410ME IS SET, IT'S OUTLET CALL BE PLIIdSD UNTIL ACCEPTANCE BY M ENGINEER. TELEVISION INSPECTION (SIPPLOENTAL SECTIONI , OCL THE TELEVISION INSPECTION WAS BEEN COR.ETED THE CONTRADTON BALL SUBMIT TO THE ENGINEER THE 1 WRITTEN WEPORTS OF M INSPECTION PLUS THE VIDEO TAPES. -�UD VIDEO TAPES ARE TO BE IN COLON , ANE.CAiATIBEE WITH THE CITy'S VIEWING AND RKWING SYSTEMLS.THE CITY SYSTE4 ACCEPTS 1/2' WIDE HIGH DENSITY AIS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED 9' H1 5/16 7-17.A MEASUREMENT iPART lAl REPLACEMENT YCTj>0 1 REPLACE PARAGRAPH A WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEA90I1) THE SAE AS STRUCTURE EXCAVATION CLA55 0 AS , SPECIFIED IN SECTION 2.09. ME/LAREOR OF BAM AW T71AVEl FOR 1TEGH BACNFILL WILL BE 8v M 1T,N, IN ACfGICA1GE WITH SECTION 1-09.1, OR By M CALCULATION OF NEAT LINES BASED ON MAXIMUM TEEM WIDTH PER SECTION 2- 09,4 USING A CTIIAERSION FACTOR Cr 1.) TONS PER MIC yNo. WHIgEKR IS LESS. , Lpotarntal swifiCREITXME (Nov O9/0l/N) PWOR 36 ' 7-17 5 MY10NT (PMTlk AEP.AC001 3ECTICHI ' AEIR.%a IM I TW" 9 MARAPH I WITH: 1. + --9AnitAFy Saw[ Pipe". hF L~ Foot 2. _-x + TMA' Par F.ACN S. +T.Y. 3HMOKtiLNi" P►7 '.up Sw A. 7AM Nn Mf of fo. itw" GWkfi11+, Pot TPn ' REPLACE MAGRAPH 2 WITH: M WIT CWTMCT PKM PER LINEM FOOT FOR STOER PIPE OF M KIND ACED SIX lECIf1Eb 95ALL BE FLLL COPOOATION FOP STIMTLM MAYATION, MAATERING, BACKFILLTIE,, rUWSNING, WILING AO ASSMING IN R= THE COPLEY" INSTALLATION INCU09 G ALL SPECIAL FITTINGS, JOINT MATERIALS, TESTING PER SECTION 7-IT.34) NO MXISTMENT OF INYERTS TO 10000-ES FOR M COFIET;W OF THE INSTALLATION TO M PEp1IAEO LINES AND GRRMS. DELETE PARW AMRS ) Eno A 7-19 YMCH ►AWDENT PATOHINC (NEVI WTION) 7:1§.CESCRIP130N THIS VON( 94ALL CONSIST OF M PATOONG OF VARIOUS TYPES OF PAVEMENT MS, M PV_WMWJCE OF SHALL HE IN ACCIJRDACE WIN M REWIRMCM75 MUM AMINMFTEA APE AS FIRM ON Tv* 51AMVWC CRAVINGS. 1-10.1 MATERIALS MATERIALS 94A.L MEET M REW:REIOHTS OF M FOLLOWING SECTIONS! BITWINOU5 SH7M"AM T1EAT)ENT ,..... 542 ASPHALT COHMrE PAMENT ....,. 5.44 M41NT COCRETE PAVEMENT "1 DAMS 40 (wnDt5 .. 8-04 CEMENT CONCRETE SIDEWALKS ...... 6-14 ti_-J,3 COHSTN,EitON DETAILS ' PAVEW-W PATCHING SHALL EE S1D4MLEO TO ACCOMMODATE M ODWOS OF TAWTIC AO 9Y4.L BE PERFONED AS AAPIOLY AS POSSIRE TO PAOVIOE 14XIA M SAFETY AND COW0418Ii TO MIC TMVEL. ' 14 PLACING AND CUNPACTION OF M TM CH SACKFILI, THE PREPARATION AID MOACT104 OF M 9.EGRAOE, APO TIE PUKING AW COMPACTION OF M CRA4ED SLMACIOG SHALL BE IN ACCORDANCE %ITN M ' PEW:HEMENTS OF M VARIOUS APPIICAKE SECTIONS OF MSE SPECIFICATIONS. BEFORE THE PATCH 15 CONSTRLETED ALL PAVOENT MS!HALL BE TOM 50 THAT 11E MAXINAL LINES OF M PATCH WILL FORM A RECTAMQ.i WIN 51RA100 EOZS NO VERTICAL FACES. M USE OF A CONCRETE SAW ' 94ALL M AEQUMD LILESS EXCEPTED IN M ?ECIAL PROVISIONS OR BY M ENGMA. C04MIE USED tN PATCHES 51RLL K CLASS 'B' 0/4) - ) MY NIX. "ING CORDED AS SPECIFIED 1N SECTION �6).)(171 9ULL BE FLAW ON THE CQCMYE IMECIATELY AFTER FINISHING. PROPER SIGNS. SAWICAMS, LIOrtS A/O OTHER WARNING ONICU, AS MAV (E APPROVED BY TIE ENGIHEEA, SHALL K WINTAINL ALL 2A NQkM Or M OAV WT14 THE PATCH IS COMPLETED AND AEAOV 100 TRAFFIC, Swl~tol SRWCIficAtia» (RVr 09/01f") " 37 7-16,M) OMIT COMTE PAY04NTS AFTER THE S AGRA E FOR THE PAVDW HAS BEEN CAPAGTED KO COBNACTED TO L1E APO DIKE, IRE ' C&E71T CONCRETE MVENENT PATCH 9MLL K RACED, COMPACTED 40 STMEN W TOM LADE OR TE AD.WfEIT PAY04XT IN ACCORDANCE WIN M PERTINENT SECTIONS OF SECTION 1-05. TNIMCH NO MVV JOINTS WALL K PLACID NO EDGED MERE DIMCM. THE WRIACE WAIL K FXWQM AND NAMED WIN A ' fIKR MUSH. APPROVED MIND COPOAO 94ALL K PLACID ON THE FINI9ED COCKTE IMMEDIATELY AFTER FINISHING. 7-1E.30I RI410 TYPE PAVp(NT 1ESlAAM WITH AWNALT CONCRETE ' STREETS WHICH HAVE RIGID TYPE MVDENTS RESIT FACED WIN AYNILT COEIETE WALL K PATDED AS S0MH ON THE STANDAM OWING, OR AS OTHERWISE SPECIFIED, THE SIRFACE OR M CDEHT COOETE PORTION OF M MTDN SHALL K LETT LOW DOJUH TO ACCOIOOATE THE WNW PORTION OR TIE PATEN. NNJ94 FINISHING WILL NOT K NEWIRFO. JOINTS SMALL K RACED IF 011IMM BY M ENGINEER. CORING 94k K ACCMUSED WIN A SS-1 OIASIOR CT.TT IUD' WIN WATER AS DIRECTED BY THE ENGINEER, A94WT (METE OR BITJONOUS RAiT NIX WALL NOT K PLACED UNTIL THE DAY AP'TOR DE CEENT CONCRETE HAS KEN RACED, OLESS ON MISE PU%ITTT- (ff THE ENGIEER. THE EDGES D M EXISTING ASFHYT PAVEMENTS AID CASTINGS 9ALL K MINTED WITH NOT ASNALT 10EDIATELY SORE "INC, THE t •9%%T PAYDGMC MATERIAL. THE ASFWILT CONCETE PAVEMENT SMALL THEN K RACED, LEWD, /FC .JPACTED TO C'KOW M THE Aa AMT PAVED SWOO. IMEDIATELY THEREAFTER, ALL JOAN.a KEEN 11E NEW ANON ORIGINAL A94AT PAVEMENT SHALL K MINTED WIN HOT A9NALT OR ASPHALT OILSION YM K , CUMED WITH DIY PAYING SAND K7'OE TIC 491ALT SOLIDIFIES. 7-10.3(4) ASPHALT 001O 7E STEE75 ON ORKILM BAY AFTER TE "GRACE HAS KDN PWAAEO 45 9Ow ON THE STANDARD OWING, OR 1, 01'ECTED BV 'It ' ENGINEER, A9NIPLT CONCRETE PAVEMENT CLASS B OR CLASS F SMALL K RACED fO A TEfAESi OR T E LISTING ASPHALT PAVOINT DEFN, OR TO A MINIMA OF TWO (2) INDES. W/10EVER DON 15 RE GREATER, ' NO COMPACTED IN THE MNIEA SPECIFIED IN SECTION 7-18.30). 7-1B.3(5) OIL MAT 5TEEIS IlE EXISTING OIL MAT SMALL K JNIFOALY TRIMED TO A STRAIDfi LIE. V70 THE WAOH/GE WAS KEN PREPAIED AS 94OWN ON THE STNOAMO ORMING. ON AS DIRECTED BY TE OGI'EER, A ENIMIM OF TWO (.') INCHES OF ASAIKT COCRETE PAVDEMT CLASS B WALL K PLACED NO WMRETED IN THE SAE MAKER AS , SPECIFIED IN SECTION 7-10.30). 7-16.1(6 INCIDENTAL WOK ' ALL INCIDENTAL WON AS REWIRED TO COWV.ETE TIE PATD2NG OF STREET &MACE$ AS SPECIFIED, INCLLOING JAMS MERE RE44EO, SMALL. K COSIDEIED AS INCIDENTAL TO TIC PATOHINC UO THE COSTS THEREOF 944LL K INCLUDED IN M ITEMS FOR M104 PAYMENT 15 PROVIDED. ' 7-0.4 EA9RDENT MYENT FOR PAV ANT PATCHING WILL ONLY K NNDD FOR MATERIALS USED WININ THE MEAT LIES I (OE) , FORT ON ENTER SIDE OF M MMIIIN TRDOH WIDN A5 SPECIFIED 1N SECTION 249.4. iEAROMAMT AND PAYNINT FDA CASHED ROCK 94kL K AS COVERED IN OTER SECTIONS OF NIS OTCJENT. ' S,0011MWnt41 Spotflcatlms , (Afr 09/01/B6) PWBW SE 7-1R,5 PAYNEt1i MMENT WILL K v" t01 EACH Q TK PTILOPING ITO ITDNS 15 ARE I�(lIAIIFD IN K PRpMk yC PAMdT WILL K MICE UCER: ' 1. `WTlWNCA SN/AM TKA114007, FOR PAVDW PA7041oG • MM 30. TO. 2. "MW COO" CLASS- , POR PAVDENT PATCHING • PER CU. YD.5. *a" CO ORTE CLAM - rpl PRV'.EENT PATCHING • PIER 50. Va. A. •ASPHk %OVE CUSS_ !LF PAYM(T PATCHING PER Tp1. S. vt'SNNLT COORM MASS_. TA PAVEMENT PATCHING PER SG. vO. ' WHEN NKM OF THE AHOVE 15 JmCLjXD IN THE PWPOSAI, PAYEIENT PATCHING 9Y46_ l K CGSIMED 1NCIDDHTAL TO rW PA`aXCT NC T1E COSTS HEREOF SMALL K 1NCLLM IN TK ITEMS FDA WHICH pA"W IS PROVIDED. 1 1 1 ENOY1HHPgnt�1 Spc1 T1c9t 1anP ' (Aft O9t01/56) PROP 39 DIVISION 6 ' ADSOlt)WlDNS WSTRCTIIN 444 DIMS, OJT191, SPLIWAYS AID IKETS 1 0-04 )(1) CTDENT COCMETE �IM OJrTM Wp SPILLWAYS tp*TIAL NEPLACpW ECTIRF) , AEPtACE PAAAORAIA I WIN: CDENT CONCRETE OLM. CUB 1#0 ONIi)1, OLITTEN AID SPILLWAY 9+AL. E CONSTEETED WITH AIM ' ENTRAINED CON METE CLASS 0 StCIFIED ON M ST44 AV PLANS 40 CONFORMING TO M 0"M CKS R SECTION 6-02. ErCM WT CLASS A*Is 94ALL K LWO IN ALL O0411-M C1EO3 IOI DRIVE WAY SECTIONS. ' 1% PNWAApN 6, LAST SENTEMI OELITE; `CLASS B• 0-OA.A REASUDENT (SIPPJ)Wk SECTION! M ExrRA OEPTN OF an AND avyTER, AND TE )-WY tax mwiva AI9m TEtiwwAV 92TIDN3, AS 9QIN OR THE STANDARD MACS, 90LL E COSIOFRW ICIDNTAL 00 NO ADDITIONAL RMV41w SMALL K MADE. t 0-47 PIELAST TRAPTIC M AM WOOR TRAFFIC CUM 6.07,1 2 W IPT104 (ANLA+?AM ECTIOI) , M 001MYTOI 901,L AtlMi94 AD INSTALL PRECAST TNKTIC OM AD IAOCH T ETIC CUE or THE OESIOM ' AND TOE SNECITtED IN M PLANS. THE MM WILL E INSTALLED IN ACCORDANCE WITH THESE 3PECIrICATIOS AND PR TE CITY E AENTON ST44AO PLANS AT T)t LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR try M MAW. , T-T.S P*YKNT (IEKAmp1t =CTtO1& PAYMENT SOLL E RADE IV TE r0.lOWING: , (1) 7rKnt Traffic CV", Type AN per lln, ft. (2) "ft8%t Traffic Coro, Type C` per lln. Pt. (3) 'RIECN Traffic pub, Type A• per Lin, tt. N,) e01apH rfefflc Cm , Ty" C• per Lin, tt. 6-00 PLASTIC TAFTIC s/rrC#6 ' 1-94.1 0ESCNIP1I04 (MMACFJWT 3ECTION) TIC CONTRACTOR SMALL FU NI9: AND INSTALL WHITE ON VC,LOW PLASTIC TMATIC WTTOS•Q "W ON TK , P-ANS. ON 014E ODECTPSI BY TOE NCUttM. p-o0,2 NATERI40 (NWPLOOTAL &MON, M PLASTIC 1wric WtTONS SHALL COfOM TO APPLICAKE MDVISIONS Or SECTIONS $46 am 9-20. FOB.) MTRQUI WNINOWS (SI MIAL SECTION) TE PLASTIC TRAFFIC WTTOS 94ALL E ATIA04D TO M PRVDENT 0Y ONE O' TE rQLONIK: 1. P1Klnp Tap Coat Of wt PovUq Asphalt an hvsmvmt 9.uf►a wid finely PrOssing the %t-. , onto it. , .. P1Klnp AaMlalra (apo+r) on pavaeant wtfarq aNtl prnal+q t1Y tuttan ante It. Aoolwntal SpK1/lcet Iona (Mev 09101%16) Poe e0 , T (I[PLACDpYT SECTION) NEAWOW VILL E BY THE W T. COMPLETE IN RACE. }OB.) ►A"w LR6 ycm— T SEVIC N) ' PRYN ENI SHALL E BY M FOLLOWING: (1) •10• ►lwtic TrNftic Button, Lnlor, • pPr RN. &.0 ' UIPE NAROAS ¢ 09.4 IEAt►DENf (PIRSCENENT SECTION) NEASUEIENT WILL E LANE HAR(a, TYPE I WHO TYPE 11 BY THE WIT COFLETT IN RACE, 0-09,5 MMENI ( SECTION) MMENT SHALL BE BY THE FO,LOIING; (1) •A• LANE LINE NW'" T ., White- Pot EALtf ' Q) •A• LANE LINE WAMA, TYR 1I, MLO(S)• hr EAR+ 6-13 H04OR CAPS ¢:] ) CONSTRUCTION REOU'V0WS (PARTIAL REPLICDETIT SECTION) ' REPLACE PARAGRAPH A WITH: THE WONIENT NWILL E FUBHI%4ED ND SET BY 1ME CONRACTOW UNDER 71E DIRECT AAERVISION OF THE CITIES SJrvEYCR, t I WHEN THE CONTRMI INCLUDES CONTWTOR SUPPLIED SURVEYING, THE CSINTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS MON WHICH M CONTRACTOR SHALL SET THE NQANENT, IN ALL CASES INS CITIES SURVEYOR SHALL SET THE POEM ON TAD( IN TIE KNAENT. 1•1• 3 PAYMENT (SUP (KNTµ SECTION) ' THE MOLKNT WILL ALSO BE SUPPLIED RNJ PLACED AS MAT ff 9aNAENT, 4ANENT_CASE NO CDV[R" NC ALL WORN 1N SUPPLYING SAID 40HUP"T SNttLL E CONSIOM INEIOW& TO TMIS ITEM. rB.14 CDEM wo" SIDEVALRS 044.2 NATEAIALS (PARTIAL REPL.."ENfMT SEC DELETE ►ARAGAFNN O MIA )(A) CURIHG (PARTIAL RERACEHENT Tm! ".ACE PNRAORNM 1 PITMN THE CONCRETE SIDEWALK SHALL E CUED POW AT LEAST 17 HM AS SSCtFIC IN S-OS.S(1))B OR AS A►PAMEG BY TIE DCIWEEA. MIND THE LURING PERM, ALL TRAFFIC. BOTH T)ESTRIAN AID Y"CUAAR, SHALL BE EACLUED. VEHICULAR TRAFFIC SHALL E EXCLUDED FDA SUCH ADDITIONAL TINE AS THE ENGINLER NAY DIRECT. 9441PPARtAI swlftotlons (MY OV01166) P" Al 8-13 RIPTWR► ' .I-i•,1 NJl9MNEHT pNRi1K REPLACE , SECTION) REPLACE PARA(BRARH 3 WITH: ' IWp PLACED RIP RAP WILL E MEASAND By M TOM OF Alp RP ACTULLLV PLACED AND ACCEPTED. RAVES P4v4u H ) WITH: ' FllTq BLNAcET RILL E MEA9JEG By THE TON FOR MATERIAL AMN.Ly PLACED Ap ACCEPTED. �1l.! MHYgT (PARTIAL REPAC210P~� , PAR PlAWN 1 REPLACE ITEM J AM r WITH: 1, "Moq PlacAe ALP RAP", per ton , r• �'11tAr E1AFN t• PAr tan REPLACE PAHRG1%'H ) WITH: T IN N LNI" CD/ITRACT MAKE PEA TON FOR MFILRR BLANET• SNAIL BE FLLL COMPENSATION FOR K CO M. STS Ctl1E.:TTpN WITH rWNISHIND AND PLACING A FILTER 8LAWIT. FA DlUQMAT:ON, TRAFFIC SIGNAL SYSTD6 no ELECTTQCK T ON 8-10 )lI) rwnT a �3KKi'CO BKl61lt INC I :li SE THE CONTRACTOR 94OU APPLY TRENCH WITH.H THE WIT WIDTHS Ap TO THE SPECIFIED DEATHS AT THE LOCATIONS INOICATEJ ON THE CONTRACT PLAIT ON AS DIRECTED IV THE ENCIHEER, Kl TIENOES PALL E "WILLED IN ACCOROAME WE 1[ APPLICABLE PORTIONS OF THE HE ENUN ER. ALLATIONS. ' TRENCHING FOR COEuI' RATS SHHKL E DOE IN A TEAT NWAEA WITH THE TRDUI BOTTOM GRADEC TO AADVIDE A NMFOM WADE. NO AORI SHALL E COME RNTIL IT HAS ED,EIAMINEC BY THE ENpIHEpN. BACHVILL , INCHES I lDE FOR FILL AROMD Ap DVER THIS CONDUIT SYSTEM 9ALL BE FREE OF AODtS GREATER THWH TWO IHOE$ IN DIAN[TE7R TO A DEPTH DF SIX HOES ABOVE THE COMMIT, TTOOH WITHIN THE ROADWAY AREA SMALL USE SELECT SELECT C MOOILL Ap 94ALL CONSIST E TERIAL AS , ISMALL K NDICATED IN THE SPECIAL �RIPVISIGNS Ap SOEDtAE O PRICES. M SDARCE AND 0.ALITY OF THE MATERIAL AL By WITH AC�TAIETMATERI To �S� NE E/pIIEER. TREHOH &WILL RITNIN THE SIDE ALK WA CAN E MADE 1NCIDFMK 10 THE EXCAVATION INS EXCAVATION AM SNALL E CONSIDERED A NECESSARY PVT OF No , RIOR TO MAKE ADDITIONS GA IONS To THE WITH THE STNpNp pkCIrIG1T10N5. THE CITE RESERVES THE PTO MT. DELETIONS TOM TOM" WHICH "ROVE NECESSARY FDA THE COMPLETION OF THIS THE MINIMA WIDTH FDA THE TIpCH NEEDED WILL E ATM OPTION Or THE CONTRACTOR. Tr&)CM WIDTH 1 VILLA HOWEVER, E OF SVFICIENT SIZE SO THAT ALL OF M MCZSSARY COpOIT CAN E INSTALLED WITHIN THE DEPTHC SPECIFIED WHILE MAINTAINING THE MINIMLN COVEW. ' 'L'L (A) FOl TIO6 .i(NEILRCEIEM H><rTIOV) CONT THE MIONACTOA SELL IN VIDETA&L ALL MATERIAL F FP Ap COETRLCT THE FONOATIOS FOR ANp TO THE ' DIMEMIOS SPECIFIED IN GALE 1 BELOW. TH! AIMYHGN BAITS SAL, HATCH THAT OF THE DEVICE T6 BE INSTALLED THEREON. MCON�MMATa MATERIALS TD E "Wola) FROM THE FOWCATION LUCTRGCTION SITE Alp DISPOSED O a, ' COMPETE SHALL E PLACED AGAINST LM,SnjW_ EARTH IF MOS,SIM. ETOR PLACING TIE COMPETE THE CONTRACTOR 9ALL 1LOC4.DUT ARO{1p My OTHER 1O UTlLI T1f:5 THAT PLALIE IN M ECONCRETE BPS! SD TIAT THE CONCRETE WILL MDT A09PE M THE UTILITY LINE. COMPETE FOIAOATIONS BALL E TROK-E:, 9MISMS"141 SPw1FicRllmW , (WAY ►EGA 42 , ' t�p,�ul cDNAT1Num NANO, CM NO FINUED 1N A WNWANSNIPd IRE MUI U. CDCRETE SNtu. R N"ROITtY RUKD n4m M EIBORD PORTION OF THE VCHOR BOLTS NO CDWIT KTEF PUCOOR. MINDA71014 91ALL ALL t CLASS CUCRM. APTEA A M..0 PERIDr W TAD%MS, T1A C' (T►MTW "AY INSTALL TIE ApkIER&f MICE THEREON, 1Atf I TVK Or MICE DIMENSIONS Street Light Pole v ow . 3. SR. or Die. ' Slprl Polo 71 DUD ■ SJ 54. " DNA. Slgml Controllot See OAtall 9Neet Street Light CNntmI CAoUrt See OAtoll Shoot Seeds] Bees See Detall 9NUt ' ALL CONCRETE f(AWrIDN5 SHALL BE COer"TtD IN THE )W1NER 9CCIr IED BELOW: 1) MERE SlMALR OR PAIRED ISLANDS ARE TO R COISTAICTED AS A PART W THIS PROJECT, TIE TOP or TIE r0MAEXTtGM 91ALL K OROE PLUS" WITH THE TOP Or T)E S10"ALR OR ISLAND. (SEE DETAIL SHICET) if O ERE NO SIMWAXS WE TO RE INSTALLED, TIE OU" FOR TM( TOP Or THE fWCATION SNNLL SE AS SPECIrIEO BY TE DGLEER. (SEE DETAIL SEE') ALL MU" r%ICAT10NS SNW.L E LOCATED AS PER STATIONING DV 'NE PLANS OR AS LOCATED BY TN[ ENGINEER IN THE FIELD. 0-20.J(S) CDOUIT (REPLACIDew SECTION) tNE CONTRACTOR 94ALL PROVIDE NO INSTALL ALL COMIT ND NECESSARY rITTIBG4 AT TIE LOCRTIOS NOTED ON TIE PLANS. COOUIT SIZE SMALL PA AS INDICATED ON TIE MIRING NO Cowty- SUEOLE SCION Or PLANS. CDOUIT TO ee PROVIDED AND INSTALLED 9NALL E Or THE TYPE INDICATED IILON; i) SMDLE AD NEAVY WALL P.V.C. MWOR I G To AST" STAN DANGS 9ALLL It 18® O N!OER h* CONDUIT 15 TO SE PLACED err" TTMN ADMAN W WAORAY .A. 21 504MLLE W EKTRA IEAVV OkL P.V.C, CDipRNNING TD AST" STANDARDS SHALL W UKD %ch M CONDUIT IS TO Y PLACED RITNIN TIE ROAOWV WA, ALL ]DINTS SHALL IE WADE WITH STRICT CUFLIANM TO TE +MNA'ACT(AER,S IMC140MTM REGNMDDG CEWNT USED AND fNVIRONE4TAL COOl7tONS. 1-NOW JINCTION ROBS (A[PUMNT SECTION) TK CONTRACTOR !PALL "OVIDE AND INSTALL JUCI IOt BDs[S or Tit tYPE AND SUE ATM LOCATIONS MIr[ED IN TIE ►L46 AND AS PER DETAIL SHEETS. ' t)E INSCRIPTION ON TIE COVERS O ALL JUGT(ON BOATS 94ALR V AS INDICATED BELON; 1) STREET LIWTING ONLY; •l tOMtNC• 2) S10MAL ONLY: 'SIGNALS. SI TAprIC $IDOL NO STREET UNDYING: •75r7- 6) TELEMETRY ONLY: •t[LOETRV• INSCRIPTIONS ON JUOTION EDAES PERFORMING NE SANE PUGTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, a ACT". SHALL BE CONSISTENT tHRQQMT TIE PROJECT, SYwlomwnt Al SwIfIcations (Rw 0*101/") " AT ALL .it/CTIW ID)E.S SMALL E INSTALLED IN C0wF3*WCE VIM FlOVIS306 CONTAINED IN M STMOMp ■ PLNLS AND DETAIL 9EFTS. ■■ 'L UST CWTMCT PPUCE Am EACH FOR 'OES20M B. GA -=*,C. LOTtW TOM 9MLL E FLU Car"Ana "A PMOSMING SAE AND FOR ALL COSTS DF LAEIt, MTEMEA., TOOLS, AID Ep1IAOVT ' ECESSMr TO PNOVIOE AMC INSTALL THE LOTION IWES IM"ImC JVAVATEW, EICFILLING AC QMACTIDI ALL IN ACCONDACF WITH PLANS, SPECIFICATIOS ND OEIAIL !LETS. T W' I ALL IIMET L104T STANDARDS, SIGAL POLES, SIGNAL CORROLLp GElETS AD SIGAL/LIWING XRT ICE ' JGIMM SWILL E GRACED TO A mTEA CLAD AID METALLIC GO M ROD SVN IN DIAETEM K I.D• 1N LENGTH COMPLETE MlM A P6 MARE COMM EGGING $OW LOCATED IN M MFAAEST LOTION RA. ORPC WOOS AR CONSIDERED WSCFLLNE06 7106 AND M Da:T IS TO E IN.LAOED VIM TIE MTEN ON wo CTau. , 0-2M 10) SERVICE (PLILAL'EYEM YCTIWL TIRE TYPES OF PDA" SERVICE APE USED AS INDICATED MON: r 1) TYPE i SYSTEM yyLL E SINGLE PHASE 120 VOLT, 2 WINE, 60 CYOLE A.C. (TRNTIC SIGNAL SERVICE OLY) 2) TYPE 11, SYSTEM SWYL E SINGLE FryLST 240 VMT, 2 RIFE, AO CYCLE A.C. (STREET LIGNTINC NCM C9RACMRI I DIVICLML CO MULLID ANOTO.(n M NO EIR L WITH VtE) 3) TYPE Ill SYSTEM 94ALL E SINGLE %%SE 12012,10 VOLT, 3 V1AE 60 CYCLE A.C, (5101EET LIGHTING MWACTUVTRWriC S:GML, OR►OFD NEUTRAL SERVICE) TE PONOA WMIGE POINT 9NLL E AS NOTED W THE ALMS MOO SMALL E VMF19D ET TE O=TRIC4 SERVICING UTILITY. ILLNMINATIW tlm§ (sPFA FNP % TRW) NAOOGOAD COCN.CTMS FON TN! 5INAZT LIGHTING CIRCUIT 911ALL E STRA/DEP CO+EL. TNP GAGE Ki'w , 600 ALT INALATIW 7 THE S13 NOTED ON TIE A.AµS AND RIRIAC SOMEOALE. SPLICING OF M STTOET LIGITIG CIRCUIT WILL E LODE ONLY IN LOTION IDES AD M SPL)CI KIT , 94ALL CM61ST OF A FW"N TYPE DEVICE I/ENI M CoECTIW OF M VIE TOM KIT 15 MN1EVm 61 OHIWIMG OP IY A COMPRESSION GMT. NO TWIST ON TYPE CONNECTORS SMALL E ALLOWED. ALTER M KIT PHIS EEM INSTALLED, ALL OFOSm SMACES OF RIM: AD KIT SMALL E PLAM IN A CLEM "TIC TOM AND FILLED VIM POKY TO FOM A WITEII-TIGHT SLAL, MRIRIAL LSD FOP YNE SPLICE KIT 9M..L E COPATI Ll MIT" M VISE MT[RSAL. TWO QUICK DISCONNECT KI , S.E.C. ON EQUAL, SMALL E FLN ISEC AID INSTALLED, VIM R)$ES, IY RE COIIRACIOR FOR I"LIGHT STANDARD tNITALL[D. ALL MATd1ALS t 9u E C(W M M ATIIE WITH COPER Ct1OLCTOAS NO ITS IMLUIIW. OE CWNMCTOR W SMALL SA MI' SAMPLES G rE CUAE�TOA$ PROOSED FOR UY TO M INGIMEER rpR APNNROYAL 1-20J(03 A LfQNT STAdYDS (NINAA NI SECTS ) M WMD HOLE 94ALL E LOCATED AT 90 OEOOES TO M DAv1T ATMM 'N TTE SIDE AWAY FROM TRAFFIC. A OOMINC LLC OR AP 91ALL E PROVIDED IN M TWO HOLE MW IA INSIDE r TOO NCLE FRAM[ OP IWIO1 M POLE SHAFT TO ATTACH A OROM SWING STRM. ALL POLES AM DAVIT AN6 SMALL E OESIGEO TO 9PPgt A LWIMSNE REIG, E S0 LLK, OR ME E AC TD RITWTAU PRES4PE5 CREED IT WIND LOWS OF 63 M.P,N, PINT GIST FAC/CR OF 1.). ALL FAZES SHALL N AINIAIN A MINIMUM SARTY FACTON O 4.36 P.S.I, IN YIELD STOEFCM OF VEI{NI ,GAD , AND 2 33 P.S.I. FOR "Sic RIND PRE391E. S,":MRMtAI Si)VC1 f1CPt 1aN (AVM moll") +VGA u 4-ZC.)l1D)A DDNTINEA ' VT IM DAVIT STYLE AIM SMALL INCORPORATE A S'Y RADIUS EEO AS NEABAED "CM M C[MTCl1NE OF M *40 EMAFT. M OUTER PORTION E M RIM S*.L K WAXY NUIONtAL TO .,'ABOVE HORIlWIL AO SELL K ANISEED WITH A E• DIAK111 EIIPPITTOR WITH A MALiNM LENGTH OF P INDES TO FIT M LUONL0IE VUIFIED. M PULE DO OF M DAVIT ARM TLK SHALL E FASTENED SFLUNLY TO THE TOM OF M SHAFT PIIOCI[EP. A PLUSH DINT WITH AN EVEN PROFILE. IADCR BRY A OE PIECE 8#00 UK OF ADEGATE ST10G'.N, 94W AD SIZE 94ALL K SEMD TOM LOP DO OF M SHIFT SO THAT M BAY SHAU K CAPABLE OF RESISTING AT ITS YIELD POINT M KNDING MOMENT OF M 94MT At ITS YIELD POINT. M NUS[ BALL. E PROVIDED WITH FONT &GYM ON ACAPO MOLLS TO MET'EIYE M ACHDR EULTS. NOT COVERS SMALL K A40VIOM WITH EACH POLE. I AQOR BOLTS FOUR NIGH STWMGTN STEEL ARCH M KLTS, LADY FITTED WIN TWO MEAAITS AO TWO WA%WtS. SMALL E FUM1941. WITH M PULE. U A ANCHOR pT SMALL HAVE A A' `L• !ND ATM BOTTOM DO AC E I INEAOIJ ATM TOM ESE. 1 IFACED ENDS, ALL NUTS AO 111163EAS SHALL K NOT DIP GALVANIZED. THE ANTS. BOLTS SMALL K CAPAE.E OF RESISTING AT ITS YIELD L7INT M ENDING NOW OF M 91An AT ITS YIELD POINT. ' 1 �_HlV2#AAE ALL HAROWAE (BOLTS, NUTS, SCREWS. WASHERS, ETC.) NEEDED '0 CONLETE M INSTALLATION SMALL E STAINLESS STEEL. I.D. IDENTIFICATION FOR POLES`, M C04TPACTOR !ALL 91PLY AO INSTALL A CCMBIHATION OF A-0IGI*S AO ONE LEER ON EACH POLE, I NETHER INDIVIDUAL LAMINAR[ OR SIGNAL PULE WITN LWINAIR. M LETTER AD NMEAS CO/INAT:ON SMALL K MUM ATM 15 FOOT LEVEL ON M P'LLE FACING APMCAORMG TRAFFIC. LEi>DOS TALL E SULED WITH iMN6PAREIT FILM, RESISTANT TO DUST, WEATHER AO HATGRAVIULET 0109M. M DEAL MARKERS SMALL E S INCH SCAM WITH GOTHIC KID, WHITE REFUCTORIZED 2 INCH LEGEND ON A BLACK BACKGIDAU. M 1.0. N MBER WILL K ASSIONED TO EACH ►OLE AT M DO OF M CONTRACT ON PROJECT BY M CITY TIWTIC EGINEERING OFFICE. I [DST FOR M JECALS SMALL E CONSIDERED INCIDENTAL TOM CONTRACT 610. LIWT STNOWS SMALL E SRN ALLMINM DAVIT STYLE NO TALL MEET TOLE PULE DETAIL REWIRDCTS INDICATED BELOW AD THE DETAIL SHEETS AT THE EN) OF TNE4 SOME,IN ICAT IONS. '1E POLE SHAFT SMALL E PROVIDED WIN A 6' FLUSH WIC HQF HEM M SAX AO A MATCHING OCTANT COVER SECLWD WITH STAINLESS STEEL SCREWS ON BOLTS. ALL TENORS SMALL BE FACTORY INSTALLED AO ALL MELDING TALL E COMPLETED PRIOR TO GALVANIZING. AL SDONAL POLE F""TIWS SMALL K COMSTRLCTED TO P"IDE 'HE PALE ORIENTATION MOTO IN M N ANS. M POLE 944LL K ADJUSTED FEW ALU!AFTER AL MEEnED SIWAL CkUIPNENT HAS NBEM IES744E0 THEREON. AFTER THE PULE IS TLLMED M SMEt KT1Ed M CONCRETE FOBDATION NO NE w"Olk,DT M POLE OR RATE BALL K FILLED WITH A MY PACK MORTAR GX7UT AU TREBLED TO A 90TH FINISH WKO NINC TO THE CORY" Of M POLE BASE PLATE. IDRY PACK MORTAR OW SMALL DESIST OF A 1:1 MIEYM E POMTLANO CEMENT NO FIRE SAND WITH Art DAJGM WATER SO THAT M 0IY11K WILL STICK TOGETHER GH KING N&M INTO A BALL 9f HMO, AO WILL NOT ERODE MDISTLM "" ID PRE.SSXD, A OE HALF INCH DWI, NOL[ SAL K LEFT 1N M BOTTOM OF M GO1T PMD AS SHOWN ON M STAQAIO DETAIL. LpDlw�.tRl SwIFlcAtlunA (AWV 09i0146) PROP AS BaD.xu1 slaw mTEa (lRE1EN AL TIN) ALL SIOw aIOICTORS GALL E STMOOM C(IPEA 40 awL HAVE 600 VOLT N INSULATION ROE U T1( SIMS NOTED ON TIC PLANS. ALL MlTl-CL1pCT0RS LOM "M THE SIGNAL SnTEN 9MLL ewm TO DIVISION 9-29.3 NO awl E O THE SIM NOTED ON TIE SIGNAL ■MAL S CMU AAD WIRING OIADRAN. , AL STRANDED WINES M14INATED AT A MWNNL lRSt a4Y1 NAVE AN a"ENO, CRIM STYLI SmOIESS TUUNNL CONNECTOR, OD ALL 30L.10 WINES TEMDATED AT A TIDWAOIL IOON SO" NAVE AN MEN Do SMXM TO 1I1AL COPECTM. ALL TUMNALS SWLL E INSTALLED WIN A TOR DESIGNED NUN THE INSTfy-IAtION OF TIE COEELI TYPE OF DONICTM ND MOVING WITH PLIERS, VIM LLTW4, ETC.. 11.1 NET E ALLOWED. ALL WIRING 0410E M CWVAJ♦P CMINET SWILL E "D44[D NO CA LED TOMIKN TO NANO A MEAT, REAR APP MING INSTALLATION. O IPLICING OF ANY TRAFFIC SIOYL OMETM SALL E PSMTTM ULESS ONOMIR IMICA M ON M PLAMS. NIL CORCTM PLANS GALL E ATTALTQI TO , APPROPRIATE SIGNAL TERMINAL PADS WITH plaom "M EDGING POSTS. M ONLY E7¢.VTIOS SwV4 E M I LICES FM DETECTOR LOWS AT M NEAREST APCTI 24 Mk TO THE LOOPS, l-20.x100 TEST FOR IIEUCTION LOWS Alp WE.IN CMM (MOITIW, KrTIQN) M CONTRACTOR BALL KEEP RFCOP-S O FIELD TL;TI, NEON SALL FTAMISH TIE ENG2NEERR WIN A CO►M OF , M AEILLT3. E-20.3141E SIGNAL STAIOVE;:.,'�i1LCE7 •y IN THE CONTRACTION 9MLL F^ISN RAD INSTAL, i"*T C SIGNAL ETA/ONpS IN ACCORDANCE WITH TIE NfNw5 MO IATE1lIALS MM 1N TIE CONTRACT A." AM ME SPECIFICATIONS. ALL PC" OIAO4IOS AND ORIENTATIONS WILL E VDRIFIED By M FNGDEEN PRIM TD FAMIUATION. ' ALL ENTRANCES AEpUIRm FM PREONTEO SIGNAL NMI CABINETS, SIGNS, PEDESTRIAN P/94 BUTTON AMMIES, ETC. BALL E FIELD MILLED. o-20,4 NEAS,EEIENT ;RERAGE ENT gCTIW) IEASM!" FM TRENCH AID BAC4'ILL WILL E BY M LINEAR FOR, , AEAL/CNENT FM YLECT TML[Nl'. &VXF:LL WILL E P M TON. NEA&AC'ENT FM $104AL 5TN(VNE)5 AID SIGNAL COQLtORS WILL E By PER EACH MD PP LINEAR F':',,AF $1.M. IEA9AEENT FOR FOLPNTIOn - COEX-11, WILL E BT T( UNIT FOR EAU, TYPE SPECIFIED, COMPLETE 114 RACE. AEASMANT FOR COOUI, WILL OE By M LINEAR FOOT, ' IEASLAE}(NT FOR :LWIILIN WIES, WILL E BT M UNIT FOR EACTM TYPE SPECIFIED, COPLETE IN RACE. , NEAYALENT FOP LIGHT STyU4E1S. WILL E BY M UNIT PER EACH, COMPLETE IN PLACE. E-2p,5 PAYMENT (RE).ACDONT SECTION) ' MNVMONT WILL E MADE UDDER: 1) •TOOL% MO MCxFI,L,_ r1LSOEP•, PAT LIMMAWF Foot. , 21 •IMECT TRENCH BPCWIJ•, mj Ton. M WlT CONTRACT PRICE FOR "Wo MO SO MILL REIN LINEN% FOOT GALL lk FULL COVENSAT1ON FOR EXCAVATING, LOADING, MAILING AND OTIEIWIISE D1S IIRING OF M WASTE MATERIALS, FOR BA(MILLtNG AID TOPING MCTVILL W'TERl% NC FM M RESTORATION OF M EMOL% AS *1OWN UN M PUNS M AS OINECTm F THE beam R ALL 1N ACCUOMO WIN THEN SPECIAL PROVISIONS AM M STANDARD PLANS MO SPECIFICATIONS. aDB1AR ttl Sped F1CALlmA ' (A♦• O 01146) PAEA A6 l20.' CONTINUED 51 • FOAOATIOP TER TAN U •COOPAT, ►,V,C., ID40" W,-__.,� PAT Lin. ft. S) *CONDUIT , P,Y,C., 300LLS W. PWt LIM, ft. f) -DESIGN ji0V OI N]V,•. we MON, r) *STREET LIGHT STAAOAND •, .LH EACH, A) 'SIOAL STANDARD, TYPE__• PER EACH 9) "DETECTION LDOP RETUMN CAM, 24• SO.' PER LINIAL FOOT 10) 'SHIELDED POW- DiT1ON ChU, SIC 90' qR LIN. 1T. 11) •941ELDm INTEACO&W CAIU _IR• PER LIN. rT. I 12) •TRAF•IC SIGNAL WIRE• POP LUWP 9N. IM -tWXTOA LOOP Vt)UCLE 09TWOR 20 0MIW.• PER LINIAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANOAIbS AND PER LIN. FT./LW 9N ON TRAFFIC I SIOAL SYSTEM WIRE WILL E FULL COMPENSATION FOR F^1941N0 AM INSTALLING TNE STANDARDS AND WIRE AM PCP ALL OTHER MATERIALS, TOMS, EQUIPMENT NECESSARY AND/ON INCIDENTAL TO THE DLST4,LAYI0N AS PELT M CONTRACT Pitt 40 THEY SPECIFICATIONS. ' 8-22 FAME NT NARRINGS 11-22.1 OESC-IPTION.(PARTIAL R[PLAj TNT SECTION) 9(IP CVM STRIPE - OFLETE AND REPLACE WIN: A SPOKEN YELLOW LINE A IND41 W10E. THE 004), O1 •9(I►• PATTERN 91W1 ME USED 'N A 15-FOOT UNIT CONSISTING OF A 10-FOO1 LINE 40 11 MY COP. SKIP CENTER STRIPE 1S AS CENTER LINO DELINEATION ON A TWO LANE TWO WAY ADADWA,. amu KLLON CENTER STRIPE - DELETE APO REPLACE WITH; TWO +"DID YELLOW LINES, EACH A INCHES WIDE, NPARATED BY A A INCH SPACE. COALE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON KLLTI.L", TWO-MY ROADWAY AND FOR 0~1L12ATION. Im STR . DELETE 99% 1TRllS - DELETE 40 REPLACE WITH: APW43ACM STRIPE - A SOLID WNIrt LINE, B INCHES WIDE. USED TO DELINEATE tLft LANES FRON n#mjGH LASS. FDA TRAFTIC ISLANDS *0 CROSS IWLSN NA4tS ' LAW STRIPE - DILVE 40 REPLACE WITH: A BAOAEN 041TE L:NE, A INCHES WIDE, LSED TO DELINEATE ADJADCNI LANES TRAVELING IN TW SANE OIAECTSON, THE StOO.N a •9KIP• PATTERN BALL BE BASED 'P, A ^ ON -) FOOT UNIT CSISTING OF A 10 FOOT LINE AM 15 rUOT GP. IO PAS$ STRIPE DELI t ' 'EYERS'SLE LRM STWPD - DELETE TV WAY .71 TLR1 STRIPE - DELETE 40 REPLACE WITH: A S.s10 VELLOW LINE, A ICES WIDE, WITH A BROWN YELLOW LINE, A INCHES WIDE, SEPWA1Ep PY A INCH( SPACE. THE SO(EN CA •SNIP• PATTERN WILL E PANED ON A U FOOT UNIT 0361STIW 01 A 10 FOOT 4V4 40 A 15 FOOL SPACE (SEE DETAIL 9EET), FLEA STRIPE - DELETE 40 REPLACE WITH: A SCUD YELLOW LINE, ICE TO 24 IND40 WIDE. 705MLK STRIPE - DELETE 4D RWPLACE WITH; A SOLID WHITE LINE, 12 MG5 WIDE, INSTALLED PARALLEL TO AND ER CROSSWALK DTRIPE WITH AN N FOOT SPACE IN K EEN M LINES. SLyp1WWWntA1 3pN:ificat l.Vu MY DW/Ol/") PROP 47 42[.1 2u-mm 1 W► WAR - DELETE A/O "Act WITH: ' A SOLID WHITE LINE, IN WIDTHSS OF 12, 18 MO N INDlS. M WIDTHSWIl1 WE iIOtGTEp W M' CWIRACT KANS. TRAFI MWOW - DELFT[ AM FMADf WITH. , E lDLID WNIR IMIW(ING CDNFCP INC M CORAACT PLANS AM DETAIL SEC'S, iRNrlt lt7TOl_ - K1Va WITH TRAFFIC UUM - DELETE Mo POLMI WIMi A TM11E wW INC USING AFWRWETICAL LETIEM - SEE T9IIRACT RAA6 MO DETAIL 94 M. M QE r10A •n� . KL ETt !%RACE$ FOR . STAIRS ( W E]EN! SECTION , ALLOMS,E TCCE!WCES FDA STARS AM AS FOLLOWS- LEWTN or STRIPE - M LONGITLMINAL ACOLMl.Al INE CMO1 Wi MtN A 25 FODT LOOM SKIP STAIR SMALL THAMDTN PLUEXCS PLUS A /414I INCH.LS IIOR. WIDTH OF STRIPE - THE WIDM Q STRIPE SMALL NOT WAR, WOE MAN TLltS !A MINUS 1/A IKN. 1-27.7(6) PA.NT/RASTIC STRIPE LINES RDOVAL (NEA YLTtON) WOE SOWN W THE RAILS OR DIRECTED PV THE ENCIKER, 1K DJNFLICTING STRIPES ON LINES. CD/TRAC RPT SMALLPE71ONE ALL OLD KASL11OENT BALL WE WV THE LINEAR F00T Pip 6 INCH WIDE SOLID STRIPE, WITH ND DEp1CTIW MADE rvR THE MIP BETWEEN M STRIPES KASAED, 6 INCH RICE SCID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP WAR, TRAFFIC AMONS AM TRAFFIC LEGEND •OLT• PER EACH' KA.StIplM FOP ALL ITEMS SMALL WE Cp6•LETE IN PLACE. KASAMW "M PAINT/PLASTIC S!AIPE LINE REHM. WILL K WV THE LINEAR FQ0T TF WIDE LINE 1-22.) F,mm (ROLKE)m! SEr MVIENT SMALL WE NODE LI DER: I. ^PAINTED W WIDE SOLID STRIPE- PER l IMM rDDT , 2. •PAINTEU 6• WIDE SOLID STRIPE" RT LINEAR FOOT ), VAINTED_• WIDE WNIER STRIPE' PER LINEAR FORT A. •HUNTED 12• WIN CPWS91ALR• 00 LINEAR FOOT ' S. •PNINTM_• WIDE " WAR' PER LINEAR 'DDT 6. •PAINTED TRARIC APVK)0' PER EACH 7. 'MIMED TRAFFIC LOiAO PER EACH f W. 'PLASTIC 12• WIDE CADSSWRA-K• PER LINEAR FDDT , . 'PLASTIC PICK " WAR^ PER LINEAR FOOT 10. •RRASTIC T6T2C Away PER EACH 11. •PLASTIC ITUFFIC L[GEM • PER EACH 12. -ROOVAL Or MINT LINE _• WIDE` PER LIN, rt. 13. •WLIDNAL OF PASTIC LINE _• WIDE- PER LIN. FT. SNODIWFWHtW1 smiricWtims , IRWr 09/01/86) MGW AW o1v1s1a 9 NATERIALS 96,03 AGM'ATES Y-DI 1O AMGATE FOR OAYEL BASE (PMTIAL ROLA42Q2 SECT10H1 Apt TO PPRIp1N44 I SENTEW. : ..EACEPT TNRT IN HG CAM. 9ALL THE NAAINlN SIZE EXCEED EIGHT (a) INCNts. WVa PARAGRAPH 3 WITH! GAVEL BASE SMALL MEET M FOLLOWING REQWIREORS POR WXITG NE QUALITY 19d1 RI.ACEO 1% WALING VEHICLES FOR DELIVERY TO TK ROAGIAY, TRENCH OR OUTING*"ACTUt NG PEALDpi INTO A TElOµY STGEI(PILE. TIE EXACT POINT OF AGOVnMeE RILL EE DETERNINEG lN THE ETGINEEl. GRAVEL YLY GRAVEL 845E CLASS A CLASS 0 P PASSING 1/4" SIEVE n%WON. 2S%MAIN. 7% VAX. 73%MAX. rB PASSING U.S. NO. 200 A WNX. 10% WAX. SIEVE (TAT SIEVING) (OUST PATIO): E PASSIM, tro 2,3 MAX. :13 WAX. B PASSING Pao ' SNO EQUIVALENT 30 01N. 30 MAIN. M3.11(1)A CLASS A (REPLACEENT SECTIOw CRAVES BAOSILL FOR F.LEATIO, CLASS 4, SHALL CONSIST O M84M MATERIAL NE SALL CWOF, TO THE REWIREE,NTS OF SECTION 9-03.9 FOR IIALLASI, s-u3.1211)B CLASS B (RERAi'EEJIT NOTION) GRAVEL BACI?ILL FOR f0►UATIp6, CLASS B, IS MIT AN ACCEPfNLE SIISYITUfiON FOR GRAVEL BAOIFILL FOR ' FQAGATTONS, CLASS A, UNLESS APPROVCD IN WRITING BY THE EACINEEN. if MPROVEO TOE GRAVEL EACXFIL4 FOR FOIROATION, CLASS B, SHALL COFORN TOM KQII?E"S O 9-03.1(3)C 7ADIK 34 OR 9-0).10 AGGREGATE FOR GRAVEL MY, CLAI A. ' 9-U3,UQ) CPAVEL WINFILL FOR PIPE KDOIN: (MARTIAL RE%AW Nl SECIIONT ' REPLACE SENTENCE I. PARAGRAPH 1 WITH: GRAVEL WC0ILL FOR PIPE NO)OING S k L CONSIST O PEA GAVEL. AM: MEN APP"WED IN PASTING Br THE ENGIMER, OTTER Mr1 MAID, PROCESSED ON NAIUW.Lv OCCURRING WJ#LPA NATF'.IAL KEYING Ili RHCUITl3E S LISTED ABDYE CAN E USED AS GAVEL B4w1lL FOR PIPE BEGGING. 9-07 14 GAVEL BOWNgWW INROIACENtNT SECT ION) GRAVEL 90RPOP SAL, CONSIST OF CLASS A ON CLA iS B GAVEL PAY CYP!'OWING TO TIE REQ IAMNTS OJ%INM IN 9-03.10 AOOEGATE FOR GAVEL BAY Supp,~tol SPACIFICatim, (R9v 0910146) OWN 49 9-0 MKINAGE SnRVLM, Q.ltt3tTS NO CAOu1TS P-05 1 LRAIN PIPE (PARTIAL M&ACpCNT 5E Tjok) OELETE: ALL rVVIENCE TO AN ALl1INM HDATED (ALLIIU IIEDi MVIL GATED IRON OR STET GRAIN PI THIS SECTIO PE FRO.N. 9-05.1(1)A END X$IC+ (PAAT1K RIPLACDENT SEC-IONS DELETE SENTENCE 2 PARAGRAPH / ' M5,10 STEEL SrOft Sqa PIPE (PAPTIAL RER.MAO/T SE-T•?N REPLACE: 'THWATMW 5- WITH •TIEATIESR lA P4?.11 ALL14IMM $lORM SEI04 PIPE (MNTIAL REP ACDENT SECTIO.i OCLM; •except tHMt MtKtly CWtiN shall to TreeLmWnt 5•. 9-05.12 PYr SERER PIPE PARTIAL AFPLAa" 2TTION, , DELETE: PARAGRAPH I AM: ' THE NMIMM LENOTN DF Prr PIPE SECTIONS 1AEA 9NLI, BE 12 FECT. 9-05. 1 OLCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT %CT1GR) ' DELETE PARAGRAPH 1 9-29 ILLOQNATIOI, SIGNALS, ELECTRICAL 9-"9 1 C04DUIT (IEPLACFHENT SECTMR , THE CONDUIT P.Y.C. - NOM147ALLIC SMALL CONFIRM TO MTiCLE 547 OF TK -ME AND ASTN SvWOARLS. ' ,HE CO"IT SKALL BE ,.F THE TWO TYPES INDICATED BELOW: (1) %D*MLAE 50 EXTRA HEAW WALL P.V.C. C4iGM1H4 TD 451N STWAK5. , I:) SCHEME 40 HEAVY WALL P.V.C. COKOWSNG TO AS,, STANDARDS. 9-29.2 .A.MCTION BOXES (REPL_ACE)fNT SECTIONt , LCTIOR ®%E5 S+Y(L'. PE REINFORCED CONC CIE WITH STEFL PANE NDDFEC :F PLACE NC ND S7EFL COVt.m PLATE (DIAMOND PATTERN) AS INDICATED GH M7A1L SHEETS. THE INSCRIPTIONS ON TIC COVERS ar THE MtMCTION BO%ES SHALL BE AS FIALDW$; (1) SIUWL Nw: 'SIGNALS. (2) STREET LIGIM RKV: 'LIGHTING' (1) TRAFTIC SIGNAL 00 STREET LILTING FACILITIES: 'TS-LT• THE ABOVE MCAIPTIG6 %ALL NOT BE HIGHER THAN THE TOP %WACE 6 THE CDVO+ PLATES. , umleNWptal 5pci Ficat Ions (M� 09/01/96) POW K 9..;v.1 muCTOIS. CAKE (REPLA;m %ylaw ' ALL SIGNAL CODCTW6 AS I DICAYED ON M PLANS SMALL E STRNCED COWER 40 9MLL EMPLOY 600 VOLT TWO IPGAATION OF M SIZES MCITD ON THE BINS. ILL NLTI COQCTOIS USED FOR I* SIGNAL SYSTEM 9LL CTRPUM M APPLICABLE PO VISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHLL E OF THE SUES NOTED v. TIE S2OAL WIRING 0110", TIE 2/c CABLE INDICATED FM M DETECTION LOOP RETIBN CAKE 94ALL E A SPECIAL WMNICATIOS CABLE. THIS CABLE SHILL E BD.DEN, ELCFOIL SM. a¢ ECJL. WITH 014 AND CODCTOES STIWKD 119 M ' 27). THE CABLE 94ALL HAVE PKYETIMM 119LATED COPPER CODCTOLS, AN ALUHNN PKVLVEMI SHIELD, A TINNED COPPER DRAIN WIRE AND A O91OE VINYL JACW. THE O/c 90EL➢ED PRE- EMPTION DETECTOR CABLE SHALL E J. 0130 CABLE OR MlIVALDR, THIS CAKE WILL RLN FROM THE DETECTOR UNIT TO THE C1MTRlDR CW ET NO NO SPLICES WILL E ALLOWED. ' THE 941SUM COPOWCATIONS/SIOIK INIEIDOHECT CABLE SILL MEET RE FOLLOWING: 1. COCLCTOIS: SOLID, SOFT WARM. ANNEALED COPPER, SIZE 19 AVG. 2. INSLLATION: SOLID, VIRGIN HION 006ITY POLYETHRYUM a P0-Y"WYLE/E,WIM T[LEPOE INDUSTRY COLOR CONING. ' J. CAKE CONE ASSMLY: IiBLATEE —%%TORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE MOSS TALK NO MEET STRICT CAPACITANCE LIMITS. A. 941ELDIW: A CORGSIMAMOATION ASSISTANT TINTED ETHYLENE COPOLYMER CORTED (BON SIDES) ' .LOB` MIL* CORADATED ALLMINUM TAPE SHIELD IS APPLIED LOGIT=ALLY WITH OVERLAP TO PROVIDE 100E ELECTRICAL SKIES.ING CNORAGE. A .002 CEM "TED TAPE APPLIED IN M SAW MANNER IS ACCEPTABLE. S. OTER JXKEI: A BLACK, LOW DENSITY HICH MOLE-LUJM WEIGHT VIRGIN POLYETHYLENE (COPOADED ' 10 WITHSTND SALIGKT, TEIPEPAIKEE VARIATIONS AND OTHER ENVIROWENIAL CEDITIOS PLUS A915E DURING INSTALLATION) IS D70DED OVERALL TO PROVIDE A COMTIMk= COVERING. 6. FOOTAGE MAPPINGS: FOOTAGE MARKINGS KAI E PRINTED SEOCITIALLY A NININM OF 2- ALONG THE OVER -..JOT. 7. FILLING: THE ENTIRE CAKE WITHIN THE OUTER JAOKET IS FLOW WITH P[TROLE16~tTHYLEYE GEL FILLING COPO/O INCLUDING THE AREA BETUEDN THE OTTER JAMI ARO 119 SHIELD. EACH WIRE 9ALL E NAHRED AT EACH TU44INAL ETD WITH A WRAP-AROAEJ TYPE NUMBERING STRIP ACCORDING TO THE SCE➢ILE ATTAOfD TO THESE SPECIAL PROVISIONS. ' ALL WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN ENO, rAIMP STYLE SMMELESS TERMINAL ILL TERMINALS 94PLL E INSTALLED WITH A 11IIL DESIGED FOR THE INSTALLATION OF MIS TYPE OF TEMINR AND CRIMPING WITH PLIERS, WIRE OTTERS, ETC., WILL NOY E ALLOWED. AL.L WIRING INSIDE THE CONTROLLER CABINET ND AT INTEFOCIATE POINTS SHALL E TRIMMED AND CABLL^ TOGETHER TO MAKE A NE..i APO CLEAN APPEARING INSTALLATION ' NO SPLICING OF MY TRAFFIC SIGAL COWCTOR 91ILL E PERMITTED LKESS 0T4mllE I DICAT•SID 01 THE PLANS, ALL CODLCTOR TORS 9H BE PULLED TO THE APPROPRIATE SIGNAL TEMIIYL C( PARRTMDMT BOARD ■ITH, PRESSLRE TYPE BINDING POSTS. THE (PLY EXCEPTIONS SHALL E THE M.::FS FOR DETECTOR LOOPS AT 'HI NEAREST JLBCTION BOX TO THE LOOPS, THE CONTRACTOR SMALL PROVIDE NO INSTALL Ai THE NECESSARY RIMING, FUSES AND FITTINGS SO AS TO COPLETE THE INSTALLATION OF THE SIGNAL AID LIGHTING EOUIIPFQ'T AS S4 A ON THE PLANS. ALL MATERIALS ND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE NIACIN, 9VLL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. INSTALLATION OF ALL WIRING 90L COfOM TJ APPLICABLE PROVISIONS CONTAINED IPA NNE STADNb LSPECIFICATIONS EXCEPT AS S-tcIFIED NEKIN. CODCTONS AM CABLE SMALL CON(OM TO THE APPLICABLE SNECIFICATIOS AS FOLLMS: ' 1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CODCTORS SMALL E APPROVED STRANDED COPEN CONlO60NG TO APPLICABLE PORTIONS OF ASM STANDARDS. INSLATION BALL E 600 VOLT PLASTICIZED POLYVINYL CNLpUUE, MVYETIJM. OR CHEMICALLY CAMS LINKED POLYETHYLENE, SVDD1PwMA: swlTlc9tlm (NNY 09101!66) PABP 51 9-20.3 CORIIky r C00iO1MUC TD V LICAI.E PORTIONS OF ASM STacaOS. PRYETNYLEE CO/OtWS %MLL NUT K L60 DEIE CDPOSD TO SU1.1W. THE GRAM LFMI INSUUT1ON OF CAE TN1O0 r (2) NALTl.QMXTM CA * L K USED PO TARIC SIGN% CORNOL, APO ESS ESS S 9ULL K USED. AL RATED TO OERArz ON N1DO VMTS. UUmOYL -OCLCTOIS Sri FIN iL K STRANDED PUF , SHALL WE INMA7EP WITH A NINhUN OF a! NILES PLLSTICIZM PRYVINYL OLORIK COPReD, OR APPROVED Epp, ND r SOLL K COON CODED UD Q SILL LISTED IN TALE MON. THE INDIviOPL C0mrTms 94ki K CA&= TMTNER "IT)' CARE TOE AND ENCASED IN A POLYVINYL OICRICE 90TN 75 NILS MICR. ONSLAtlak SNARL COPOM TO ATN MD LICALE PORTIOG O' AM VW ANLICATIOS. AMC r Mo. Strana GIRCUII pew Ceuta A 4upe Qgnowtor Coat r LOtil haaos.•• 1W 19/27 S[tlta A, Rep, Ytlla, Green None 1a 19/27 AW, Yellow, Gt'een 1A alack En1t. 19/27 RNttl, Yellow. Green B1Kk r B' lW 19M Rep, Yellow, Crve C lA 19/27 Birk-Rlak Slprol.......... �. 12 Rep, Yeller, fi'esn White control IN/" white norm, r OUR. 12 19/2! Whitt Detector A,E,C 12 19/25 deck or Gtwn, Cal. 12 ueL"' 'tea U/2! White N" Sbere.......... lA 19/27 Asp, Mallow. to r N 1WWhars........ .... 12 Blue �1ce......... 19/23 Black None •••• 10 19/23 Black Alt*~0..... .... 12 192! more Neutrals Black Nora ' (rot listen).. .... 10 rnitt 1+ �ltarrett..... 19/25 white or Crew, Nre HOM W..l-cooctor table rnll be e01e4ble0 We per thl foilwing typical 111mtrotims; 0) siteS COnoxtor 1 No, 12 ARC. white; I NO. 1.' ANC.S1whitefwitnlpreen or blackcsotri,*; np T r Na.• '" CMS1Sting Of PMie A. C) a Conouctw — 1 No. 12 ANC, white; 1 No. 12 PRO, white preen or black 9trloo: rM1 6 No,'" COM15ting of Phase A an0 B, r 0) 11 CO74uctw -- 1 NO, 12 AWG. white; I N, 12 AWG whirr with tartan or D1acN strlta; Wm 9 Np. 12's Consisting of Pharr A, a Wn C a) 20 Ca owtor -- 1 N.o. :2 AWG, white; 1 ND. lx Wl V antra with Ocean or olack atrlo; erne 15 r No. IA's CmsiSting Of Phlle A. A', 9. No' C rip SpWhit WIRING WILL K AFNNNC'D SO r A' C"INATIOS Of THE aOOVE CABLE ASSENLIES SHALL K USED. WITH THE E7CEPTION OF TYPE "Al IWA"TION, THE 41NIAN INSULATION MICNTESS fop ANY ELEC'NICAL r CODDUCICN ESS O K 3/6A IN], ANU TDE N, 11" ACCEPTABLE INSULATION T41CNOESS 94ALL RETFR SOLE, TO TK MI rolo Of THAT 1NAA ATION INeELIATELY ARONU AV COAXCTOR -M ERLLDDU AM' SWATY ON r OipRT MICgESS. INONCTION LOOP DETECTORS SWLLL K INSTAL.LBD IN A Sam-CUT IN THE MYENENT BY THE CdTAACTM NaEAE r INDICATED ON THE PT.ANS ON AS DIRECTED e' THE ENGINEER• TIE WIRE To K Olto IN THE TWXINOTOI J LOW 9NKL K NO. 12 A.W.C.. TTTE NS, As91 OR MN INSLLAT1ON. SEE OETAIL %EFTS. 9-290 NES MR C—`NGS _ DELETE 9-29.5 PRE L1NE NI "WA - DELETE SNODIWNental stacificatims r (ReY 09/OP") Peps 52 r !:V,6 LIOR STWAAQ5 (REFLACp604T SECTION VIWT STANDAIDS 94ALL BE STUN ALUMINUM IN WAIOAIDE DETAILS 9WN IN THE KN$, AS SPECIFIED IN M TECHNICAL PROVISIONS ND AS OUTLINED HEREIN. YLW UGHY STNEAIO5, TIW" STRAIN PGLES. TINBEA SERVICE &/PORTS - DGEYE 9-.29.7 LW AF FUSING NE ELECTRICAL CONNECTIONS AT L!(M $TNLNO BAYS (W%&-DENT SECTION` ' ELECTRICAL DISCONNECTS SMALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS 94RLL BE -0TOWNDOF, OIICK DISCONNECT TMPE, S.E.C. ON APPROVED EQUAL. FUSED QUICK DISWNEC7 KITS 94ALL -PNNIDE WATERPROOF IN LINE FUSE PASTECTION. ALL CONECTIO/S BALL BE WADE WITH CONIESSIW -FITTINGS. UPON OISCWECT, M FUSE SHALL REMAIN IN THE LOAD SIDE OF TIE KIT. THE FUSES SAIL BE LOCATED IN TWO LOCATIONS, TIME F:RST KING INSIDE THE HAND HOLE AT THE BAY OF *THE POLE NO T'E SECOND KING PROVIDED FOR THE COINLETE STREET LIGHT SERVICE (IF SPECIFIC) SMALL 9E LOCATED IN A TYPE Y• AMON BD CTIA AS WAR AS PRACTICAL TO THE ELECTRICAL UTILITY COIPAINY'S •vNLT OR POLE ISMR S POEM FOR THE SYSIEM). FLEES FU 419ED FOR ALL LIGHTING CIRCUITS 9MLL BE •CAPABLE IF WIDLING TIE ,TERATINC VOLTAGES OF THE CIRCUIT INVOLVED AND SMALL HAVE THE FOLLOWING ' 'ONPAACIERI5TICS: 1. FUSES SMALL BE CAPABLE OF INDEFINITELY 9PNORTING 110% O THE RATED LOAD. 2. FUZES SHALL BE CAPABLE OF SLIWORT1ND 135% OF THE RATED LOAD FOR APPROXIMATELY OE HOUR. 5. A LOAD OF 200% OF RATED LOW WILL EFFECTIVELY CAUSE INSTANTANEOUS IDLING OF TIE FUSE, A. FUSES 94ALL BE RATED AS LISTED BELOW ND SHALL BE SIZED TO FIT M F(SE CONTAINERS FUMNIS/ED ON THIS PWXCT, ACCORDING TO THE MANUFACTURER'S PECOBEIMTIOS THEIEFOR: UMINAIRE SIZE SERVICE VOLTAGE :AOv l,Doo N15A 4011 N10A ' 250 VIDA 200 W11A I?$ N1OA 150 vIOA 100 VIDA 5. FUSES SMALL BE OL LISTED 1 9-29.5 NAST ARMS. CROS' ARKS AND TIE ROD - METE ' 9 29 9 BALLAS!, TRN47 WERS (KEPLACEMENT $ECT1ON) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LNPS 94ALL BE DESIGNED TO PROPERLY OPERATE 100 NAT' 55A, I" WATT 555, 200 WATT S66, 2" WAVY SSO, 600 WATT 551. BALLASTS FOR M.P. 5ONIUM VAPOR LAWS SMALL BE AN INTERNAL 240-VDT REOLATOR-TYPE (NIGH POWER FACTO THE BALLAST SMALL BE PRE-MIRED TO THE .Xe SOW-T AND TER 41HAL BOARD. TIE BALLAS` SMALL WAVE AN ALLOWABLE VOLTAGE VARIATION O LESS THAN 10%. NO CAPACITOR, TRASiDFWE9, OR OTIER DEVICE SMALL OPLOY THE CLASS OF CONFOUNDS IDEN;.IFIED AS POLYCIEORINATED SIMNYLS (P,C.B.) AS DIELECTRIC, COMAOS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SMALL WAVE A NNE RATE ATTACHED PERMANENTLY TO THE CRY LISTING ALL ELECTRICAL DATA. 9-29.1U LUMINAIRES (FM CDW SECTION) LALL LUMINAIRES SMALL BE O THE DISTRIBIIAON TYPE AND WATTAGE INDICATED IN THE PLANS. ' 5"Pol~tA1 SDWUTlc6tlms (R9v 09'011661 " 53 r2+.10 con1NED 4.09"A10 S MALL WAVE A GIST-ALUMMUM HOUSING RRCNIO C FOI A Al►-FILM TYPE MINTING MO CAMBLE OF IMPTOO TO A 2-11CM O1At1OR RIPE TORN, LUMINAIRES SALL K OF M COW HEAD SlhIE RIM AM OVATE RFRACTCR (OCAED LOG) FOR ARIEAIALS NO A REM MT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. 99 LWItODE 90" INLOE THE POWER DOOM FEATURE. THE LUAONAIPE SMALL NAVE A LANCET ETYECN Y47h% D1 So ADUCTOP, A QAWT OR FILM MATERIAL 9ALL K PLACED BETWEEN THE LAP SOCHET MO TK W UCTOR. THE ~ACTLO"'S NONE ON SAIL 9MLL RE CLEARLY NANAQO ON EAO, LWSNAIRE. EACH LUONAIRE 94ALL HAVE A IEJATHER41 SISTANY, AN51-MPwAD DECAL ATTACHED TO THE BALLAST MOUSING 50 AS TO SE READILY VISIOLE AMe TMt 6ROAE1. lHt DECAL 94ALL t OPPM04ATELY THEE INCHES Si;LM NO M UMV SMALL K A MINIMUM(II' TOG INCHES IN 4IONT. THE DECK SMALL ME OLD IN COLOR RIM LAW WATTAGS INDICATED in TIE FOLLOWING 1&b4MICA LEFEIO: 7 FOR l0 WATTS 23 FOR :30 WATTS , 10 FOR 100 WATTS 31 FOR 510 WATTS 15 PTM LSD WATTS 40 FOR 400 RAitS 17 FOR 1'5 WATTS TO FOR 700 WATTS 20 FOR 200 WATTS Kl FOR 1,T"1 WAY ALL LU+INAIWES SMALL HAVE THEIR COMPONENTS SECUIFD TO TF LLMINAIRE FARE WIN STAINLESS STEEL MOUNTING HARDWARE (NITS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSIMG, COWLETE WIN INTEGRAL BALLAST, SMALL E WEATHER-TIGHT. P-29.11 CONTROL E2 PWNT OVLY COEHT SECTION) , UNLESS SPECIFIED OTHOIWISE. ILLUMINATION CIRLUZTS ANLL RE CONTROLLED BY A COMNATION OF PHOTOELECTRIC CONTROLS AE LIGHTING CO TACGORS AS ACTED IN M CONTRACT. P-29.11U 11 TINE CLOCK QLNM5__Y; TE p-2P 1!(21 PYQIC&JCT)C CONTROLS (REPLACEMENT SECTION) PO'IELECTRZC CONTROLS 94AL.L RE 0.4FIN CEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HI. THE PHOTO. CELL BALL RE A SOLID STATE DEVICE WITH STARE TJRW-ON VALUES IN THE TOWERATIAE WANT _ SS CEOEES C TO .70 DEGREES C. THE PIOTO-M!, SMALL E MOUNTED EKTERNALLV ON TOP OF THE UMINAIRE. IN A MWACTM-COMflNRLED SYSTEM. THE P DTO-CELL TO CONTROL THE SYSTEM SMALL BE MWNTED ON M L MIHIRE MEAREST TO THE SERVICE/CONTACTON CABINET. THE RDTO.CELL SMALL BE C4"&t OF SNITCHING 1,000 WATTS , OF INCANDESCENT LOAD 'ON' AS MIN. 9 29 12(1) 1LLUUINAT101 CIRCUIT SPLICES iVVACCEMT SECTION) ALL SPLICES AD TOPS SHALL RE WAKE USING SO.OEA,ESS CRIMP COIECTOR ON UADERKROAO CIRCUITS TO SECU LY JOIN THE WIRES BOTH MECHANICALLY AND CLECTJUCALLY, ALL SPLICES SMALL OWLOY CPOKV RESIN WATER FILLED IN CLEAR PLASTIC M4L05 TO FORM A ER TIGHT SEAL. ALL MATERIAL USED IN TIC SPLICE KiT 94ALL RE CO PATIdE WITH THE WIRE AD ITS INSULATION AS USED IN THE LIGHTING SYSTEM, 9-0 0 TRAFFIC 5100L CONTRO M RERALEM CNT SEt<TIM? THE UNIT SMALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALiEFMTINC C~ AD SMALL USE THE POWER LINE FREQUENCY AS A 111E BASE. THE TRAFFIC S10AL CONTROLLER SMALL MEET M REp1IVJENTS OF , THE NATIONAL ELECTRICAL HNU'ACT'JERS ASSOCIATION ("") STANDARD PUBLICATIONS, %LMI Mal SRrt1TlcatlmA (MY 091011%) P" 54 ' P-2S.0 Cw INJED CGPONfMS SUCH AS 091tM, CUPACITORB, DINES AND TMTSISTWS 9MlL BE INDIVIDUALLY W MIARE UTILIZING APPROVED ST44M lODERING TEGNIQUCS. ENTEWATED CIRCUITS B ALL IV NONTEG IN SOL%ETS MD 9ALL BE tMLV RYRMALE WITHOUT SOLMING. ALL COPD0NIS 9ALL IF STMEWD 'CFI THE 9LLr• ITEMS. M TRNTIC SIGNAL MMOLLDA SCULL S CAPABLE OF ENTMACING VIM M KLTISONEC ICAL TINE, WLSTEM COWN", THE CONTROLLER gMLL BE CAPABLE OF WIN OKINE QWTJ N (CONINOL BR, M KLTISONIC NASTTON COMPUTER) AND STANDBY QCMATION. THE CONTROLLER BALL EStAKI94 TV MUM OF SIGAL PHASES, INCLUDING DYERIPS, IN CTAEDMWCE WIM M SIGNAL PKUIND DIAGRAM ON T19 PUNTS. WHEN WERAIIND THROUGH I E OW-LINE MASTER CUPUTEP (IBA.TIMMIC WASYM) THE CGrtROLDR SMALL K CAPABLE Q' DPCRArM EITIEP IN A FI1ED TINE WDE W IN A FULLY-%l%AkTED WIG[ WITH VQLUE DEISM Oi EACH MAY AS REQUIRED. ALL CULAANCE TIMING AND PEDESTRIAN TIMING 94ALL BE ACCOMPLISHED At THE LOCAL INIVIRUCTION. '1-29,13(2) FLASHING OPERATIONS (REPLACEIENT SECTIGN) FLASH WIT 9ALL _: A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UP M I000 WATTS PEA CIRCUIT ALTOWATELY AT A RATE OF AO rLASES PER MINUTE P[A CIRRIlT, PLUS OR MIKE TWO FLASYES PER MINUTE. 9 29 00) 04MNCY PRE-EPTION (RERACT?ENT ZCTION) ' 001GENCY VEMME PRE-EMPTION SHALL BE FUINI9ED EITHER AS SEPARATE WITS W AS MXUS THAT ALU S DIRECTLY INTO A RACY. MIRED TO ACCEPT )-M DISCRIMINATCA TYPE WITS. THE ARE-DPTION SYSTEM ' OPFFATILN 9ALL BE CC PATIBLE WITH THE ON COIAM' •OPTICOr SYSTEM WHICH THE CITY OF NEWON 15 DSYENTLV USING AND SMALL BE CAPABLE OF BEING ACTIVATED BY THE SAE TWANWTTERS. WHEN A RE-EPTIW DETECTOR DETECTS AN EYOHGENCY VDNICLE, M MAY SELECTOR 9ALH HOLD THE ' CWrRMAIR IN THE REWIRED PULSE OF ADVANCE DIRECTLY TO THAT PHASE METER OBSERVING ALL YEMIQE CLEARANCES- M PHASE SELECTOR 9WLL HOLD THE CONTROLLER IN M PURSE SELECTED UNTIL THE DETECTS` W LONGER DETECTS THE DER33CY VEHICLE. WHEN rE PHASE SELECTOR IS R-VKDC HG TO OE DETECTOR, IT 944LL MOT R[SP(1L tO ANY OTHER OFtEC1LYR UAfiL CALLS FROM THE FIRST DETECTOR ARE SATIYIED. INDICATOR LIGHTS 94ALL INDICATE POWER ON, SIGNAL BEING RECEIVED, 0WIEL CALLED. SWITCHES BALL CONTROL SYSTON POWER AAD SUW:',ATE DETECTOR CALLS FOR EACH RASE. 9-29 15(A) WIRING DIAGRAMS (REPLACEMENT SECTION) rTHE CONTROLLER CABINET 94ALL HAVE A WATERPROOF ENVELM WIM A SIDE ACCESS ATTADED TO THE INSIDE OF M CABINET 0". ATM TINE Q DELIVERY THE ENWELOPE 94ALL HAVE FOUR COPLETE SETS Or t SCHEMATICS AND 44AVNL5 FOR ALL 4%—IWIES AND SUB-AS.SDOLIES. 9-29.15(6) RADIO INTERFERENCE SLPPTRESSGHS 00%ACEENi TON) A COBELL-)U.BILFA RADIO INTERFERENCE FILTER W 10601-1 SO MPS OR EQUIVMEN1 BALL tE LSEL TC FILTER THE A.C. POWER. ADOITIOALLY, ALL FOOD SUPPLIES 944LL HAVE NOISE I04N2IY FROM C14EA DEVICES WITHIN tME CABINET. i-?4, 13(T) TRAFFIC ACTLArED CGNTRQLjF§ IRERWLArsWE 1 ALL TIMING FUNCTIONS AND INPUT AND O1Tq)T FEATURES FOR FULLY-ACTUATED, VMJf-OENSM OPERATION 94ALL BE PROVIDED IN ACCORMCE WITH MENA STANASDS. " CONTROUDt SHALL RIOVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATTO SETTING$. THE TIMING FUNCTIONS SHALL HE a M TRW OF M CONTRQ.LD1 UNIT OR 9ALL HAVE HQVIOAD D"V AND LIQUID CRYSTAL DISPLAY. FOR THE STMOBY OPERATION, THE TRM'rIC SIGNAL CONTROLLER BALL SUAOleAAntWI BPAOIrlcWtima (NV 011ov") AWQW 5j Y-mlw) Cu N111D%, f INCLUDE ALL CIROMIRRY ROMPED TO PROVIDE ALL TIMING 40 ALL FUNCTIONS FOR SIGNAL OPERATION IN A rULLY-ACTUAtm MODE. 5706M OPERATION fIKL MROMTICAL0 OCCUR UPN MgMNS OF 1NEpMWWE[T LINES, FAILURE OF CENTRAL wMTER abpUTM, OR *M4 SPECIFIED Sr RME MASTER. M $TOM OPERATION M.L FOLLOW AO K COINCIDENTAL IN PEAS TO THAT PAR KINC DISPLAYED ATM START OF SACSY OPERATION. TIHARSP'S MEN COgiTER SUPERVISION 946LL TOT CALL RP A STARTING YElLOv. t2}.ill7)A UAIROBEtITK POPOISNAIDE AO TE_R RANANWAIS Foam — (RRACOOMT SECtION) M TRAFFIC SIOPL CONTROLLER ASSMIES, IN XDM M TRAFFIC SIONAL COIM LLIM, ALRILIAM COOR0. EOUIPNW AO CMDET 9AU. K SMP TESTED TO THE SATISFACTION OF M EGINQII, TESTING AD CEO(-OUT OF ALL TMNG CIRCUITS, NAMING AIO S10PL OOATION 9*L K AT M CITV Or RERTON MOAL 90P, RWOMI UL94NGTO/. M SIGNAL SUP WILL ARMY LACE ANRILALLY M M MOWTOE FOP M ROARED TEST MOSTRATIONS. M CONTRACTOR SIMLL ASSEMBLE M CMINET 00 RELATED SIOwI CONFIRM CWTAM READY rOR TESTING. A COPLM DE06TRATION r M CMTRKTOP OF ALL INTEOATED CSPONENTES SATISFACTORILY FNCTIONIM. SMALL START M TES, PERIOD. AM' NOLFUCTION SML, STOP M TES PERIOD UNTIL ALL PARTS ARE SETI5FKTORILv OPERATING. M TEST SELL K ExR70ED LWIL A KINI" OF 72 HMS CONTIMEUS SATISFACTORY PewT n*a OF M EMIR IMTEOPATEO SYSTEM Ed SEEN OD06TRATED. M OOSRLSTRATIOY ST THE CO TWTOR TD THE ENGINEER OF ALL COPOOrtS FACTIONINC PROPERLY SELL NOT RLI[VE M DORHACTOP O AN RE_ypRSIBILITY A LA•IVE TOM PROPER rLOCIIONING OF Au AFUESTATED CONTROL CENT WEN FIELD INSTALLED. F-29 13M§ Aux llMv E311MS.NT FOR TRArFi[ ACTP�ATFD cDTRTNI [At tar ArtVWUT . POWER SRI MKS TIERS SMALL K A VAIN PARR SWITCH INSIDE M CA31097 nMt INALL WEEP ALL CONTROL EOJIPWE T CLECTRICALLV DEAD 004 TAMED OFF. Tlq[ 94rL SE A CON"CLAO POWER WITON THAT SMALL ROOCR M CO MCLl ER 00 LORD SWITCHING DEVICES ELECTRICALLY DEAD WHILE M2WTAININC FLASHINC ORATION FOR PURPOSES OF 000411NO CMMQ.LERS OR LOAD SWITCHING MIMS. STOP TIME "PASS 3111CH RARE DELL K A SWITCH IN M CABINET IDENTIFIED AS M STOP TIME BYPASS SWITCH. IF THE INTERECTION IS RACED ON FLASHING QPMTION EITHER SY M FLASH SWITCH. OR THE FAIL SALE MONITOR, M CONTROLLER SMALL IMEDIATELV STOP TINE. M STOP TIRE BYPASS SWITCH 9RKL MM ME STOP T1ME rRDW M CORMLLEP AND PERMIT NOWNL CYCLING OPEATION WHILE M INTERSECTION RAWIRS IN FLAS41NG ORRATlON. DETECTOR TEST SWITCH ' EACH VEHICLE 40 PEDESTRIAN N" 91ALL RAVE A MOEMARY cSPRTNC RETURN, DETECTOR TEST SWITCH. WEN DCPRE55M, THE SWETCH SHALL PLACE. A CALL ON 115 A.SPECTIVE SIOWI PRASE. 21"UNCE COX NO LAMP MDCXE A CONENIENCE OMELET PRORATED WITH A ONOSp rALAT INM"ItA A0 AN INCAMSCENT LAP SOCVQT D K rL"N19Eo IN M MAIN WIWI- A ODOR STITCH FORA M LAP SMALL K PROVIDED. THIS CELL IRCUIT SMALL RE PROTECTED WE A CIRCUIT SKAER RATED AT 20 APS. F,,I, SAFE WIT M FAIL SAFE WIT DELL MONITOR BOM M POSITIVE AO NEGATIVE POTIONS OF TSt A.C. SINE RAVE FOP ALL GREEN, AMR 40 PEDESTRIAN WALK INDICATIONS. M ORATION or A DISPLAY Or COMtICTING INDICATI06 SMALL NOT K LOG DO MH TO SE VISIR[ TO WEED MISTS OP PEDESTTMIAA Krum M *&:Fop INITIATES rLASHING OPERATION. ?ALES SELL K A VISUAL INDICATION hPT THE NONITOR o" PREEMPTED ' NUWMAL OPERATION. %=Ivwtal smlflutINNnP (Ra. 00,01166) Pop 94 , 1 �T 1 aARor �ortc_, roe (_ L---.:obi= raEsrcn, 1 PIf p'Ay�SIMZS ! AN ITT VmrAm Ira AbTECT01 TIMt yMLI mm, M �b.LU EMVT CQAD W MAE r1E CW M.La OR ANv Or ITS Cb/OMYS. !lg& MINI---IY-ip>N?'W1L TO()E SMALL E A TERMINAL STRIP no FIELC WINING IN M CONTROLLER CASIET, M TVWEIW5 SOLI E 3"MENWER D IUBm�ANC[ WITH TK 304MTIC WIRNG DIR ON W M RANGLAKL. II A ODFCRENr MUERIIG 1 WIRING Is USED DI[ R INE NIPGS ET WIRING SNALL IL"STRATED. A gM SHALL 'MOLUM THE FIELD WINING� WNERE� �7� STRIP 15CA/INE! TWIRLS SOLL E M NIOOM. WIND A N"a" OP 13 TERNIWAS AO A GROUND RMR WIN A NINIMM O 6 1 C°" CA Au SNIT 1 INTER NCE COO MICATIW DEVICES SPILL E DESIGNED AS SEPARATE WITS ON AS NOGAAG,OI O LI THAT RUG I CONTROL INTO 'NE 'NEMMKLLQ L ECOMNIGt1ON OEVIC[S SMALL E USED MI A, E KOWMTIOiM INRRSECTIW CN4&E OF TRANSMITTING ALLUS 1 CEO RECEIVING AL DEMING C'PO� INFORMATION PAON TIECOWVIERALL GETECTCO AND SIGNAL STATUSWI MN M CRWMIl7IY OF M WA.TISWIC MASTER CMpUM M UItT ANL M INTERCONNECT IRA �ORNMA:E AND TNK LATEST OP TGS.S OF SI01AL 000 M MCDOI NASTER COg7tFR M INTUNIT A D T)a IGTION NEVI GEES.M OFL SS OF SIGNAL 7N THE OIRECTIOMAL API LG[bDTA 40 II 11 4LTIPLEAINC TEC'NGLOGIES IN ORDER TO a SHALALLrpR0, 1 (S1MA1GT7ON OF DATA pL COWMNL INFORMATION ETEEN M ME WI- IMiER$E:rIW. MASTER CONRITV AL !NE ZCTIoNj EACN TRAFFIC R[QUIREMEMS:�TR4LER CABINET SWILL PROVIDE A EArlEryigRDQ NR/51NG AND NAVE rIE F0.LOWIAG 1 I. CONSTRUCTION SNA, E of BEET STEEL. TIC CABINET_• AUXILIARYEQUIT�PM EQUIPMENT,CONTAIN SELVING. l/RACICTS� RACKS, [TC, rU SPMtMi LME '4'.1'.ER ANC AL: 1 T'W -NBINET SMALL E OF ACEQUWTE SIS To PROPERLY NOISE M ^ONrRq LEN NK 4. Wr...Mr EQUIPMENT AND ANY REQUIRED A►RMTENACES.A. M CABINET SMALL NAVE A FILTERED AIR INTAKE AL A vdt FqN, M AIP INTgvr rI. .E.P 5 . E CAPABLE DF IMMDDG AO lRN BOGIETICALLH ACONTROLLED.MT, LINT. ETC. THE KNr rqH SHALL BE IN M TOP OF M f.ABIET }. M CAB'W DOOR SHALL E ►ROVIDED WITN W FOUOWING: A• M NAIN DOOR OF M CASINET SMALL INCUtE A IN POST"ON WM STOP 40 SHALL E SEC I) WITH A CHIN TYPE G L(CN. TIC WIIN DOOR SHALL ALSO CONTAIN A POLICE . 1 WCONWIIOAL POLICE LOCK, INSIDE THE POLICE PANEL PIT. q L HERE SMLL E A SIGNAL W:TD A SAIITCN ICH BOLL NRWEBIT ANY SIGNAL DISPLAY IN M FIELD RUT WILL AL' TE CONTROU EQUIPW To OPERATE VM PLACED IN THE •OPFr POSITION. A SECOND SNIT4RpR SMLL E M S•ITW. •EN PLACED IN TIE WLASN• POSITION, CONTROLLER PO SOW TRDWIIM r►M�I,y L� CONF LATEROUIER SNMLL STOP T11E DEPENDENT d SIITOM SETTING ON 'NEAUXILIARY PANEL OESM1EC E. M CABINET SWILL *VE A METAL ETC, PRIER COAT MMRN RE FINISH COAT. TE FINISH PAINT ►REVENTINI RUST D�A O NIKU PM DR t (S) TOE , ON SIMILAR IN COLOR, C4ALE Or N7NIINW OP 'IVE (3) YEARS. c, WDTN DOOMS (RAIN AND POLICE I AN4) SHALL RAVE OE-PIECE EAMR.PRPDF NEWRI E GARS. SpMIOWAOl 4MCIF1CAt1GNN (bv 09/01/56) PWDW 57 +-r.15 FWNlw tgCa CONTROL - D�rTr 9-29.16 VOUOLAR RO K 'LADS (MRAGm T =TION` AXICLLM SIGNAL 'LADS 4HALL HAVE 12 INCH LOS Sim UI ESS SNOW 0111[11NISE ON T[ SZOAAL PLANS. MMCUM SIOYAL HEAD 'OAIWGS SNALL CONSIST OF WAMTE SECTIONS AND R MIA 6 1 TYPE FOI i VERTICAL NOWINC. LENS 9ALL R GLASS 401QT I.T.E. SIECIFICRTIOS FOR LIONT OJrRII. R[REDTOAS SHALL R AL1AC. EACH SIOW HEAD SHALL NAVE A U6 IIOH GAIN NGE IN ITS 9A4. VOURE. SIONAL HEMS V^.L R CAST ALWZNM. , ALL SIGNALNaDS SHALL DESLEE A EACH PLATE 3 INCH SONAE CJr WROEA. S10AL WADS, INZLO7w OITSIDE OF VISRS 00 WICK OF MNN RATES *W.L R rINI94ED WIM TlD CAS OF FWMftvAPRIED , TRAFIC SIOML YELLOW mED OWWa. THE WADE 0 M VISM AM FNMT OF SACL RATES SHALL E FINIS ED •ITN TWO CATS O FACTURN-APPLIED MT &ACc ENW4M. H AOHflw NARE)NARE WILL PROVIDE FOR A RIOfO CONNECTION RTEp M SIGNAL HELD AAO NAST FM. ALL HUNTING WIDNARE WILL EE R M TAmpMT RHHEIIER TW( AS 94MM ON M STN6ANO PLANS. POSITION OF THE SIOAL HEADS WALL R LOCATED AS CLOSE AS PMSIOLI 'D M CENTER OF M LANES. , S104 L HEADS 94ALL R HOINTED ON M VAST AM SNC1H THAT M Ha IHOICATNIOS LIE IN THE SANE PLANE AD WOM THAT M MYTON OF NE N"ING OF A SIGNAL NEAR SMALL HOT PC LSS THAN 16 FEY 6 INCHES Ha HONE TWA 17 FEET 6 ACES AWVE M ORME ATM CDrtd OF M AONDNAv. ALL ERTS 94ALL BE i STAINLESS SIM. 9-Z+,I6(2)A W?lq WST5 (!R%A(pEN1 NECTICN TE NEON C/T1CAL (HITS SHALL CONSIST OF LENS, REFLECTORS, LAID NODEWS, NO TRAFFIC SIMAL LAM.; ' VISIE.E. TO 1K TFAFFIC RING CQrtNGLM AT DISTANCES FNON 10 FEET TO SOO FEET UNDER ALL LIFFT AC TRAFFIC CONDITIONS EACVT OEFSE FOO, ALL 6 INON MpNDFjO AL HEADS STALL 0lLOV 67 ON a WA i TWFIC SSONAL LOPS RATED FOR UO YTLT OEIATIM, 5+5 NINIMH INITIAL LUGS, 663 NININLM INITIAL T U►EAS, EODO M, RATED LIFE, 2 7116 INCH LIGHT CENTER LENGTH, A-21 EU, NIMILM EASE, QEMA IN CQON. TWELVE INCH CONVENTIONAL HEADS 9NALL R FLANISHM WITH 163 MTt TRAFFIC SIGAL LAPS RATED , FOR 130 VOLT OFE MUGN. 1750 NINt" INITIAL LESES, 9000 M RATED LIFE, S INCH LION CENTER WGTN, P-2S ILEA, HEDILM BASE, CLEAR IN COLOR, ALL 4i9S SHALL R INSTALLED WITH M FILAHENT O ENNINC POINTED UP. ALL SIONAL LENSES SALL R Of M MOP, SIZE AO SHAPE AS I OICATED ON M CO" t PLANS ND i lftfF2CAT2O6. rK LENS DESEM 91ALL GIVE Ai OUTWAO AO OOAbAM OISTRIWJTZON OF LIFT WIN A NINIMN ADM M HORIZONTAL. M UM BALL R GLASS AO 94ALL FIT IN TO A NEW" GASKET IN i 9CH A WAY TO FOOER M INTERIOR Or THE LENS 40 REFLECTOR WEAr4V VW N0 DUST.TIDNT. M REFLECTOR SNkL R ONC PIECE, AL3P ALWIWN CCFOMINC TO H.T.E. StA"VS. TN[ (pTZCAL Ir SHALL R OESIOED TO PREVENT ANY MICTIOAALE REFLECTION OFIM THE Aw t RAv5 EVEN qi THRESH LN THt MY WHEN M SW MY 9111E DIRECTLY :NtO THE LENS, i �Z?- VE PAINTlw SIO/AL N$ kF Arh,LT !EC'ION S104AL HEADS, INCLUDING OITSICE IF VIM AD WAN O MCP RATES W&L R FINISHED WITH, TWO COAT; i OF FACTORY-APPLIED 1RAFr IC SIONAL YELLOW EANED4)AgEL. THE INSIDE KT tK VISORS AO FNMT CF MC* RATES SHALL R INISED WITH, TWO COATS O FACTCNY.MPLIED RAT ALACk D00EL, i 2-2f.160) ('RYCAMONTE TRAFFIC SIgIft vm - UE FTP 9-2+ 160)A 0 Ite RLYCAII®MTE TRAFFIC m i F-MALIA 1" ZK'N PdvC+^2ITE ryWiIC SEO11i m Pn 3wwl~tAl SwIfIcatims i (RAY 79/Ol NfM) Pow 56 i f-Z9.3> S2OML �Q IQMZIC rtlIU�TS MO E TT NfS (11['.ACElpli SffiTID11 .. VEHICLE AID PEDESTRIAN HEAD KW INC HARINAM 94ALL E AS INDICATED ON M CONTRACT PLANS AID DETAIL SEEMS. ALL HD-NTUO WADWAE WALL EE MIMED WITH TWO MATS DE FMTOMV APPLIED TRAFFIC SIGNAL YELLOW WED EIAHEL. ' 9-21.14 VEHICLE ETECTOM (qrACQqHT SECTION) DETECTORS WALL E USED FOR ACTUATION O TIWT'IC ACRArM CWTRG.LM AD SVSTDI DETECTION OPERATION. DETECTORS WALL E EITHEA WlOWTOETER TVPE, INDUCTION LOOP rvK, ON OTHER rYPES AS MIFIED IN M COMPACT. I 9-2V 1S(11 INDUCTION LDOP DETECTORS, (c Pw-DENTAL SECTION) ECTOM WLIFIM WALL E SARASOTA MODEL 21M OR DETECTOR SYSTEMS MODEL $RDA OR EQUAL. P-29 20 PEDESTRIAN 53GNAL iREPUr_DNFNT CT PEDESTRIAN SIONAL HEWS BALL E M NEON GRID TYPE, ON OTHER TYPES AS SPECIFle IN THE CONTRACT, ' M HEADS DOLL DISPLAY TWO SW/4 HESS"S, 941110• (FOP M 00 HOT llk> NEE) 1N PORTT.AIO ORANGE NO MAN' (POP M WLK NODE) 1N LLAWR WHITE. M MESSAGE KOLA.[ WALL CONSIST OF TM) NEDN GAS TLKS ENCLOSED IN A WMING WA OF POLYCAIOrATE PLASTIC. M LENS MATERIAL BALL E ' W1VICARIOATE PLASTIC. HOUSINGS WALL E DIE CAST RLANINN AIO WALL E MINTED PRIM TO COATS O ACTORY NPPLIED TRAFFIC SIOiAL YELLOW BARED ENMEL. M VISORS, SHALL E FLAT MAD( IN IDLOR. !-2f 20(2) HEON GRID TYPE (TEPLACEMENT SECTION) eALL WON (AID HEMS WWL E EWIPED WITH Z-CRATE TYPE VISORS MORE Or PQLYCOI®HATE PLASTIC ESSOED TO ELIMIMTE SLAT M WTOM. M MESSAGE MOdLE WALL E PROVIDED WITH ELECTRICAL CONTACTS ' M1CH PLUG"ECTLY INTO RECESSED CONTACTS IN M TRALSFOaER ENCLDWR MEN M MULE IS IN ITS PROPER POSITION. M POER SOPPLY TO OPERATE M AESSAGE MULE WALL E 115 VAC PIRA M `HM- SY64M WMTDG ON A A5 PATT MAX. AET M NWP SYWOL OEPATING ON A M WATT IAA. ' 9-29 21 PLAS ING EACOM DELETE 9-29.21 SERVICE CABIETS (REPLACEMENT SECTIWI M SIGNAL/SMET LIGHTING SERVICE CABINET SHALL E AS INDICATED ON M CONTRACT PLAS AND DETAIL SHEETS. ALL ELECTRICAL COOLCTORS, SJSS BANS AND COpJCTOR TEANIN6.S WALL E arm OR WASS. M CABINET WALL E FASRI:AVM MOM GALVANIZED COD R0.LED 9EEI STEEL, WITH 12 GWDE USED FOR EATEAIOP S-WACES AND lA GAGE FOP INTERIOR ►AMELS. DOOR HINGES TALL E OE CONTINUOUS CONCEALED PIA10 TVPE AID NO SCREWS, RIVETS OR SOTS SMALL E VISIOLE OUTSIDE M ENCLOSAE, M CABINET DOOR WALL E FITTED FOP A EST INTERNAL . ,' RUM. M CABINET SHALL HAVE VENTILATION LOM:HS ON THE LONER AO RIPPER SIDES COiLFTC %IN ,.'EENS, FILTERS AND HAVE RAIN TIW GASIMTS. M CABIIET DOM DOLL PAVE A ONE ►IECE WEATHER PIEET NEOW" GAWT. PAINTING (RMACOEHT SECTION) THE FINIS. COAT 9441.. E A FACTORY WED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SwACE ' WALL E ETCHED WORE THE MANED ON ENAMEL IS IMPLIED. M INTERIOR 9URL E GIVEN A FINIS+ C0AT O EXTERIOP OADE O WHITE PETAL EWEL. P•29 2Nl') ELECTRICL CImC IT IMEMPS AND CONTACrO15 (R(RaFF ' M ELECTRICAL CIRCUIT BREAKERS AND CONTACTOPS BALL ME AS INDICATED ON M ('O/TRACT PLMS A1O DETAI. BEETS. M FOLLOWIM EWIWENT SMALL E FEATUWD WITHIN M CABINET: 9pplwntal SIIaclricatlmA (bY O 101eBA) P" 59 1-21.26(2) COITiNED ' I. MAIN CIRCUIT IREAER 1 2. MARCH CTRLUIT mL%GLWS S. UTILITY PLUG (120 VAT-20 AMP PATMI G,F.I. TALE A. LIAR D/TMM TEST SWITOM (120 YOT-15 AK) 1 S, OGNTALTG RELAY FOR EACH CIRCUIT 6. WARE FAE R"AVH BREAKOL (S) FOR LIORING CIRCUIT$ (2A0 VOLT) 7. ONE 120 VOLT, 20 AW S1NM POLE MMZON RAWER (FOP UTILITY RUES) 1 e. TYPE }SINGLE PHASE 120/2A0 VOLT OWXAOED MEUMAL SERVICE f, ONE 120 VMT 40 AW SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) 30. CWUTI PROVISIONS FOR 16 RME11 POLES 1 ll. NAME PLATES RENLIC BLACx WITH (MITE [IgUVIM EXCEPT THE RAIN BLEAKER WHICH STALL EE RED WITH *GTE LETTERING. ALL NAC PLATES SHALL BE ATTACHED BY S.S. SCREWS. 12. ALTER BAY SECTIONS ARE MMECESSARY !-?1.25 MPLIfIER. TRNI�SPORIF,R Mp TERMINAL unETS (MAACEIENT $P TIOR) THE POLE HOUHiED .ERNINAL BOX SMALL RE WXDE OF 14AE0 FIBERGLASS, BE O LY IN COLOR, E , NW40XIMATELY 10' NIOM $ e' WIDE W A' DEEP MQ HAVE A MINIMIM OF 16 TEIMINALS ON THE TEPHINAL LOCKS. M BOA SMALL E WEATHER TIOR, HAVE A SINGLE ODOR WITH C9VTIN.UL6 HINGE ON ONE SIDE 00 SOEW MOLD DOWNS ON THE DOOR LOCKING SIDE. All NAROWARE WILL E STAINLESS STEEL. 9-M.IA MTIL[ IRON PIPE (PARTIAL REPLACLIOT 1 PANAGAPH 1: REPLACE 'CLAM 55 W CLASS 50- WITH 'CLASS 52' 1 9-XjA GATE WIVES (PMTI& RFA ACLIENT SECTION) REPLACE PARAGRAPH 1 WITH: , VALVES 94ALL E DESIGNED FOR A NIND604 WATER OPERATING PRESSER OF 2D0 P51. GATE VALVES SMRLL E IAA LIST 14, KAGLM CM~ NN. 025e0. PACIFIC STATES, U.S. KTRV0.ITAN, KENEDY. OR MW. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED 9A:L E OBTAINED PRIG TO BID OENING. ALL GTE VALVES LESS TNAN 12' IN DIAMErM SMALL iNLLWE AN e• V 24' CAST IRO/ GAIL VALVE BDX 1 MO EXTENSIONS, AS REQUIRED. ALL 12' OIMETER AND LARGER GTE VALVES SMALL E INSTALLED IN A VALE. SEE WATER STANIM(D OrAlL FOR 12- GA1L VALVE ASUMLY VALLT MO 1' BYPASS INSTALLATION. 1-50-M VALVE *OCR POSTS (PART1A. PEPLA NT YCTION) 1 PEPLACE PAAAGAPN I WITH: 1 VALVE HAWKER POSTS BALL E INSTALLED AT THE DISCRETION O THE CITY IN THOSE OPAVEC AREAS MERE THE TTP OP THEVALVE BOX COLD WECOVOED BY WEEDS, 9"S, BAR( OROTHER MATERIALS, THE VALVE MMMFRS SHALL E FABRICATED AM INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS, 1 9-10 5 HVGANTS (TEPLAFFHENT SECTIONX 1 FIR HYDRANTS 94ALL E IOWA, G APPROVED EARL. APPROVAL NEST E OBTAINED PRIG TO BID OOZING. 9-50.SA (VO CO9ECTIOS (RTLAAQZT T ) 1 HYDRANTS SHALL E COSTRWTED WITH HEOVWICAL JOINT CONNECTION 11LESS OTHERWISE SPECIFIED IN SIC 1 PROPOSAL OESGIPTION, Spp1AWAnG1 Sp:l/1cAt1Ma (MY 09/01/%) P6BA 60 1 1 f-w.>s pdw�slpg,inwllk wt.cnon �crl(h) 1 mva NMIPON m 1 ■ITW FIVE WMWS 91I.,L M OXY TYR (QPMNG WITH M AESM) COfOMINO TD A/,A C-SOA-aO ,IN A 6 UCM IMIT A10 A M.Y.D. or 5 IMCPES, T,D 2 1/2 IICH WX AOZZAS WIN rNTIOW STAMa,M T ' 1/7 MEADS RA UCH AID OK A 110 RbM NDSIII WIN D( WW SATTL( OATTOM 6 714"S RP UCH, 60 MVnS V. THKAM, O.D. TNEAD 4.915 4O Mp DIAKTS A.626), 1-1/A• RMAOUY alcu w, Part O ENM By TUMUNG M%w CLOpry13 (LV I). 1 1 1 1 1 i i 1 1 i 1 1 1 kgplMrntal SOn.l F1V:,t10nf (14v 09101/M) Woo, 61 1 ' SPECIAL PROVISIONS 1 CITY OF RENTON SHATTUCK AVENUE SOUTH INTERCEPTOR SEWER SCHEDULE A. SOUTH PORTION SCHEDULE B, NORTH PORTION ' SPECIAL PROVISIONS FXAMINATION OF PLANS SPEC 1CATIONS AND SITE OF WORK SECTION— A limited soils investigation for the protect has been prepared by Converse Consultants Northwest, Seattle, Washington, dated September 24, 1966. A copy of the investigation is included in the Appendix of these Specifications. ' The limited investigation is solely for design purposes, and it shall be considered informational only. There is no guarantee regardina tvpe of soil or subuerface conditions within the protect aras, nor is there guarantee as to completeness or accuracy of data In the report. CONTRACTOR shell make his own Independent examin- ation of soils and subsurface conditions and their effect on the ' Protect. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07, 16 PROTECTIC4 AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION; ' Privets property such as plants, shrubs , trees, fences, and rockeries within the public right-of-way shall be removed and restored to the satisfaction of the property owner. It shall be the Contractor's ' responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the Contractor's progress, end to remove chose improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. Such removal and restoration shall be considered Incidental to the protect and no further compensation will be made, 7_17 SANITARY CWERS 7-17,3(1 )A SEW0 TRENCH (SUPPLEMENTAL SECTION` All excavation, placingg of pipe. and backfilling shall be done in accordance with Stare of Washinaton Safety Standards for Consttuctian Work, Part C of the latest edition, 1 ' Pape 7-17,3(1)A SEWER TRENCh ISUPPLE.MENTAL SECTION) , Continued ' Sower Trench excavation and backfill shall be done in accordance with Section 2-09 STRUCTURE EXCAVATION CLASS A OR CLASS B. ' Soils excavated from the trench are expected to be wet nd fine- grained, and are not considered suitable for reuse as backfill in areas where subsequent settlement of the trench backfill is object- , lonable (such a$ under streets). Therefore, it is recommended the trench Spoils be hauled from the site and be wastod and that backfill material be Bank Run Class A in accordance with Section 24-2.01 of the 1981 APWA Standard Specifications. Initial backfill should be tamped along the aides and under the ' haunches of the pipe and should extend at least six inches ov^r the top of the pipe. The fill should be placed in thin lifts (approx- imately eight inches or less) and compacted to at least 95 percent of the maximum dry density (as determined by the ASTM D-1557 compaction test procedure) . Dewatering shell be performed in sccordanee with the recommend&- ' bons of the soils report in Appendix hereto. The price of dewater- tn�i shall be included in the price of the bid item for sewer pipe and no additional payment shall be made, ' 7.17.3(t1A FOUNDATION (SUPPLEMENTAL SECTION) Exposed foundation soils are expected to consist of very loose stlty sand and soft silt. Foundation soil will most likely be wet and will easily be disturbed by construction activities. Excavation should be performed with a srooth-bladed bucket, foot traffic on fcundation soils should be minimised, and the trench shall be over- excavated at .east 12 inches and backfilled with crushed rock or quarry spells not exceeding six inches or lose than one-inch in six* to provide a stable working surface and to protect foundations soils. Where pest or organic soils are exposed at the be** of the trench, this overexcavation should be at least 24 inches deep, At ' manhole locations, manholes shall be provided with a laver of crushed rock or quarry $palls as recommended above at Least 12 inches thick to protect foundation soils, 7-170(i1 B PIPE BEDDING ;SUPPLEMENTAL SECTION) Pipe should be bedded in general accordance with th* WSDOT:APWA Standard Plans for Road. Bridge and Muncipal Construction, Standard Plan 8-18C; for borh rigid and fl*xtble pipes. This includes four ' inches of bedding material below the pipe, 7-17.3(l) B PIPE BEDDING (SUPPLEMENTAL SECTION) , Continued Page 3 ' The 18-inch diameter pipe shall be bedded with pea gravel or ap- proved eaual. This should extend at least four inches below the ' pipe and up to the springlins of the pipe. Pei gravel bedding should meet the below recommended gradation limits: U.S. Standard Percent Passing, Sieve Site by Dry Weight 3/8-Inch 100 ' 1/4-Inch 30-100 No. 8 0-5 7-17.3(2)A SURVEY LINE AND GRADE (REPLACEMENT SECTION) Construction staking, am-built notes and drawings shall be provided by the Contractor's surveyor as provided in Section 1-05.5(2) of the supplemental specifications. The laser method of establishingg line and grade may be used as specified in Section 1-05.5(1) of the supplemental apacificat' ,)na. 7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION) TEES/STUBS ' Tees shall be installed where shown on the plan, or as directed by the Engineer. The unit bid price per each Tea shall be complete compensation for all labor, material , fittings and equipment necessary for complete installation. The unit bid price per L.F. for 6" eswar pipe shall be complete compensation for all labor, materials, fittings and equipment necessary for complete installation: Including excavation t•id- ding, backfill, placing pipe, connection to existinj ride sewer, removal and replacement of concrete curbs, gutters drv.o- ways, and sidewalk, No tunneling under rho curbs, gutters, sidewalks or drivewovs will be allowed. ' 7-11.5 PAYMENT (SUPPLEMENTAL SECTION` ' WORK PERFORMED UNDER THE Contract shall be paid for according to the Bid Item& shown in the Proposal and Schedule of Prices. Payment shall constitute full compensation for furnianing all plant, labor, equipment and materials, and pPerforming all operations required to complete the work, as specified, and as shown on the drawings. Payment shall be made only for those items specifically shown In the Proposal and Schedule of Prices, and all costs which do not appear as a specific item shall be included into one or all of the Bid Items. Page 4 7-17.6 AUGERP.D Or. BORED CASING AT BiN RAILROAD (NEW SECTION) ' At the locations shown on tho Plans, a sewer pipe crossing of the Burlington Northern Railroad trackage shall be made by tacking, driving, or aupering a steel casing pipe beneath the surface. No open eAcavation shall be allowed. Diameter of casino pipe shall be sufficient to allow installation of the i,tility pipe and also to provide allowance for adjustment of the utility pipe to proper line and grace. Wall thickness shell be sufficient to withstand install- ation rorce and loadings and stall not be less than 0.531-inch. The sewer pipe may be either pushed or pulled into the casing pipe. Shims or skids shall be used to protect the pipe and place it in ' position. The sewer pipe shall be adjusted to line and grade, and shall be permanently anchored or blocked in position. Sand shall be placed 'n the casing pipe so that all voids will be filled. ' Care sh-4 be used to completely fill all voids and to prevent floatation or displacement of the pipe. n seal or plug to retain the sand shall be installed at each end. The requirements of the Railroad as contained in the Construction Permit or as issued by oral instructions of the authorized repre- sentative of the Railroad shall be followed by the Contractor. 7-17.7 METRO TAP; CONNECTION TO METRO (NEW SECTION) t The Metro Tap shall cemuly with details shown on the Plans. In addi�ion, the following requirements shall apply: 1) Mr. Jim Hawthorn of Metro (phone 684-1303) shall be notified at least two working days prior to cons ruction in the vic- inity of Metro's 108-inch diameter Eastside Intercepter, Section 1 . 2) During construction, no debris shall be allc • d to enter tze ' Metro Interceptor. 3) Plans for dewatering adjacent to Metro facilities shall be submitted to Mr. Jim Hawthorn for Metro review and approval ' at least five days prior to construction. ») The connection to the 108-inch diameter Interceptor shall not ' be backfilled until it has been inspected an approved by Metro. ' 5) The new connection shall be made by core drilling and use of a Kor-N-Seal Boot as distributed by P.I.P.E. , Inc. , 4601 South Orchard, Tacoma, Washington 98409, (206)623-7772. 6) The connection shall be plugged ;nd not put into service until the tributary system hea 7eeu cleaned, inspected, tested, and approved by the City. ,u ■ page 5 ' 7-17.8 MAINTENACE OF EXISTING WASTEWATER FLOWS (NEW SECTION) All existing sewers in the project area are in active use and . therefore, in performing the work included in the Contract, the Contractor shall make adequate provision for maintaining the existing flow, diverting the flow or storing the flow for later release, Work involved in the maintaining of rxisting wastewater flows shall be subject to the following, 1) Diverted, stored or bypassed wastewater shall be returned to the sewer system and shall jot be released in the ground ' or on the surface. Z) Ground water, dirt, gravel, and construction debris shall not ' be allowed in the sewer system. 3) Wastawater flows shall not be impeied or stored so chat it will create a problem upstream. 4) The Contractor shall prepare a step-by-step plan and time schedule for completing this portion o_ the work. The plan tand schedule w^ il be subject to City approval. 77=19.9 SALVAGE (NEW SECTION) Where shown on the Plans existing manholes, Lift Station No. 8 and short footages of existing pipe shall be demolished and removed. Mann, .e lids and frames shall be salvaged. At Lift Station Ne. 8, in addition to manhole lid and frame, the following items shall be salvaged: Pump, piping and valves; float switch; electrical acces- sories; circuit breaker and service switch; meter stand and protec- tive electrical boxes. The Contractor shall notifv Puget Power to discontinue service and shall turn the Teter and accessories over to Puget Power . All materials which are designated to be salvaged shall be carefully removed from service, shall " surface cleaned and shall be delivered to and unloaded at a designated Location at the Ciry Shops. Once salvaged materials are removed from service, it shall be the Contractor' s responsibility to protect them trom dsmage or loss until delivered to City custody. ' Backfill and surface restoration after removal of manholes shall conform to details shown on the Plans. Gravel Borrow for backfill shall be placed in lifts not exceeding 8" and shall be compacted to 95% density per ASTM D-155' . Broken concrete or rubble shall not ' be included in the backfill unless the nieces are crushed so that the maximum dimension of any piece is nct more than 4". Abandoned manhole base sections shall be drilled or broken before backfilling to all - drainage, 1 i 1 Page 6 i 7-19. 10 REPLACEMENT OF CURB SIDEWALK, LANE MARKERS AND PAVEMENT i `LARKING ,N W ON) Where sewer construction affects or damagRR5 curbs, sidewalks, Jan. markers and pavement marking the repair br replacement work shall i conform to the applicable provisions in APWA 1984 as follows: Cement Concrete Curb 8-05 ! Plastic Tratfic Buctons 8-08 Ces.ent Concrete Sidewalks 8-14 Pavement Marking g-22 1 Traffic control, detoi i, barricaces, temporary markings and safety shall conform to provisions of 1-07,27 ! i 1 1 1 1 1 1 1 1 1 Converse Consultants NW G andd APP��IWI ai EnemwnnD w EAnn St�ncr, ' Oc:cber 22, '986 .111iams, Rath A Associates, Inc, 909 kirxland Avenue ' U rDiand, nashington 98033 Attention; Mr. %nald m, Williams ' SuaJect: REPORT ON GEOTECHNICAL INVESTIGATION proposed Shdtt'-rk Avenue lrterceptor Renton, Washington This reoort summarizes the results of Our limited geotechnical investi- gation far the proposed Shattuck Avenue Interceptor Sewer in Renton, Washington, We described our planned scope of services in our modified Proposal dated -'uly 11, 1986, and received authorization to proceed on July 14, 1986. The purpose of our work was to obtain and review exist-ing subsurface information, evaluate subsurface soil and groundwater conditions, develop geotecnnical recommendations t0 aid in the design of the project, and recommend further investigation if necessary, ' We understand the proposed project will consist of a new 18-inch diam- eter ductile iron or PVC pipe beneath Shattuck Avenue extending about ' 1600 feet from South FOI -rh Street -0 South Seventh Street. The invert depth will be approximately eight feet at the north end and at the south end the new 1 Pipeline w•11 ',ao 'ntO tie existing 108-inch diameter wE'pJ Eastside Interr,ectar which has an invert at a depth of approximately 25 feet below South Seventh Street. The pipeline will cross under the ' Burlington Northern railroad embankment (at Hauser Way) in a 36-inch diameter jacked steel casing, ' c"wM'ca .iww wW 313t Enrott Aw U. Suez SSO T#.# 4 Wumnet5.S.00 � T�IepnaM 106:Sa•aYCO A V Wjy Owned SVDS'dgN of The CQnws,P•atewad ,,GWua FIELD EXPLORATIONS 1 The field lxp10rations consisted of One boring drilled to d depth Of ap- proximately 25 fee'- on September 11, 1986. Bor1 was located ing a- approximately an the alignment cantlrline Ana about 10 feet east Of tR! La,amint edge, as shown on Drawing 1. Drilling was accomplished using a mounteo NObile B-80 drill rig using 3-7/8-ihcn Inside diameter (I.D.) hollow stem auger,tervals tr. cdn;❑nc:far. with Samples were ootained at Selected depth in- ' the Standard Penetration Test, Drilling Operations were observed by one of our field inginters who t'essif'aa ' S041 samples arc logged subsurfdC! COnglLicn$, ■ At the completion of drilling, an OoservaLIon Well was iasralled to Permit future monitoring of groundwater levels. The Observ4-ion well the bottom of the halt and a 314-inch diameter PVC riser lip", extending to the grpunp surface. A cast iron monument Cover was installed. to protect ' the co ervation M♦.11 . ' INFORMATION REVIEW We conducted a search for available So•' . information in the area of the Proposed sewer alignment. We reviewed a sO11s report entitled "Final Soils Report, Easrside Interceptor, Section 1, R201B, Renton, Washing- t on", dated MAY 12, 1961. in addition, we reviewed As-built drawings ct ' the METRO Eastside Interceptor, that is located beneath South Seventh Street at the south end of the proposed alignment. selected Coring l Information from ogs found In these references were consieered in our analysts. The approximate 1pcatlpns Of these borings are shown on Draw. ing 1. The boring logs are enclosel at the end of this report. We were I' unable to locate any additional soils information in the vicinity, al- though attempts were made through several sources. l' com"Me canW1UM,NW SUBSURFACE CONDITIONS Conditions encountereo in boring B-1 generally consisted of recent alluvial deposits underling approximately 1-1/2 feet of gravelly sand road fill. The alluvial deposits Consisted of an interlayered sequence of sand, silt and silty sand with occasional organic silt laminations ' and grave) layers. The soils were generally very loose to loose or very soft to firm, A summary log of boring B-1 is presented as Orawing 2. The groundwater lave: was measured at the time of our exploration September 11, 1986) arc one weer after drilling was completed ;Septum- bar 18, 1986) in the observation well. The groundwater level on poth dates was approximately 9 feet below the ground surface or at abort ' elevation 15-1/2. The boring lags from the HEM Eastside Interceptor report showed a general alluvial sequence similar to that found in the boring driller as part of this investigation. The groundwater level indicated for the nearest baring drilled by others (B-8) was approximately elevation 20, t on September 9, 1960, which is several feet higher than the groundwater eves measured on September 18, 1986. ' DISCUSSION AM RECCMIENDATIONS General ' The proposed protect appears feasible frpm a geotechnical standpoint. High groundwater levels will need to be considered in poth the design and Construction phases of the project. Although relatively soft, com- pressible soils exist below proposed invert levels, net loading of these soils should be nominal or negative, and extensive overexcavation or pile support is not anticipated. '� Com�M COn W IIMI,N W Dewater ing The groundwater level at the time of our explorations was at a depth of about nine feet below the ground surface (approximately elevation I15-1/2) and was reportedly at elevation 20 in 1960 in the vicinity of the southern terminus of the project. Excavation will reportedly extend Ias deep as approximately ten feet below trio ground surface along the majority fo the alignment. The connection to the METRO Interceotor will be approximately 17 feet below the ground surface. The water-bearing sand, silty sand, and gravel zones at invert levels are relatively i bermeaDie. In our opinion, dewatering by means of sumps will mat be adequate. Wt recommend that dewatering wells be installed prior to starting excavation. The dewatering system should be designed and in- Istalled such that groundwater levels are lowered to at least two fee, below tie maximum anticipated depth of excavation (including at leas: 1 i one foot of overexcavation and replacement). Portions of the soil profile are relatively impermeable (silt) , and it is possible that the dewatering wells will extend into more permeable layers (sand or gray. el). We recommend that the well casing be slotted and backfilleo with gravel through I entire length to intercept all contributing soil zones. Dewatering may induce some surface subsidence in the vicinity of the well ; therefore, wells should be locatdd away from structures that 1 i could be damaged by settlement. 1f signs of damaging settlement devel-op, a groundwater recharging system may be r:-:essary. Detailed assess- ment of building settlement is beyond the scope of this report, but based on previous experience 'n similar soil conditions, we expect II aoproximatel,v one to two inches of settlement at the trench due to increased stresses during dewatering. 'I Excavation lIConsidering the generally loose or soft consistency of soil to be exca- vated, we anticipate that conventional excavation equipment will be �I adequate to vemove the materidls from the trench, Temporary shoring or a laying box should be used to support trench walls and protect workers. II Stability of trench walls, and tie protection of workers and adjacent itilities, is the responsibility of the contractor. IIConv. Nw _g. Foundation Soils Exposed foundation Soils are expected to consist of very loose silty sand and soft silt. Even if the groundwater level is towered as recom. mended, foundation Soil will most likely be wet, and will easily be disturbed by construction activities. We therefore recommend that exca- vation be performed with a smooth-bladed bucket, that fnot traffic on foundation Coils be minimized, and that the trench be overexcavated at least 12 inches and bac'cfilled with crushed rocx or quarry spalls not exceeding six inches Or less than one inch in Size to provide a Stable working surface and to protect foundation soils. Where peat or organic soils are exposed at the base of the trench, this overexcavation should be at least 24 inches deeo. We recommend that manholes be provided with a layer of crushed rock or quarry Spells as recommended above at least 12 inches thick to pr0.edt foundation soils. For the recommended means of support, a design bear- ing capacity of 1,000 pounds per square foot (psf) is recommended for manhole design. The Silts are relatively compressible; we estimate that net increase in vertical load below manholes could cause settlements on I � the order of 1/2 inch for manholes, and approximately one inch along the trench. Beading The 18-inch diameter pipe may be bedded with pea gravel. This should I, extend at least four inches below the pipe and up to the Springline of the pipe. Pea gravel bedding Should meet the below recommended grada. tion limits: U.S. Standard Percent Passing, Sieve Size by Dry Weida 3/8 inch 100 f' 1/4 inch 30 - 100 No. 8 0 - 5 Comma ConSunam,NW tSoils excavated from the trench are expected to be wet and fine-grained, and are not COnsiaereo suitable for reuse As backfill to areas where ' subsequent settlement Of the trench backfill is 0430ctlopable (such as under streets). Therefore, it is retommenaed that trench spoils be hauled from the Site and Pe wasted and that backfill material be bank run Class A in accordance with Section 26-2,01 of the 1985 APWA Stanaara Specifications. Initial backfill should be tamped along the $toes and under the haunches of the pipe and should extend at test six inches over the top of the Pipe. The fill should ue placed in thin lifts (approximately eigrt 1� inches Or less) and compacted t0 at least 95 percent Of the maximum dry density (as determined by the AST14 0-1557 COmpaction test procedure) , 11 it is recommenced that backfill adjacent to manholes consist Of bank run i, class A material as recommenced above in order to facilitate placement and compaction in a closely confined space. The fill Should be com- pacted similarly to subsequent backfill for pipes, It should be brought 'r up evenly around the manhole so that unbalanced lateral earth pressures do not develop. NEarth pressures For bedcing and backfill placed as described above, we recommend that the pi,-e be designed for vertical soil loads equal to or ,rester than those presented on Figure 1 The values shown an Figure 1 are based on vertical trench walls with a trench width of 3-1/: feet, and moist unit weight Of baCkfill of 130 pounds per cubic foot (pcf!; no safety factor has been applied to the calculated bacxfill loads. Figure 1 also indi- cates loads on the ,tacked crossing, assuming a noist unit weight Of natural soil of 115 pcf. A modulus of Soil reaction (E" of A00 pounds Per square inch is recommended for flexible pipe design. Figure 2 may be used to estimate additional traffic surcharge loads. Ceew1w cenw %NW Yertical spit Pressure ixids:lin, ft. . 0 0 l0 ZO 3O SO ;l >`� _—_''`_-------- ---__._,._v'Ei?:Cd��'REyCii-CONDE(T•EONS. � --,-"'_%r'�r_`'LU51o1e4Pt•175.'—�{-��..-Fn�.renGo-i ----tin--irinCh I .—.lssumla-+iaa,t-.«r�.gn�" o IIII occ.. i _. ._._._.��._ '�4sa�^wth-af-tn!nc--ros.�:aclre�� t}• . r � nit-a tcni-ro<"-iecvra9-to*1.k15^ icrt��0- f- -._. -__... �...-. � r I 1 rSOIL LOAD ON PIPES S++ATTUCx AVENUE INTERCEPTOR SEWER Ir Renton, Washington A6-35210 for Williams, Roth and Associates Converse Consultants NW �r 1 y -- aV T.R 15 _ Truck I paClnC J _ f _ c ' 25 3e I a.+ a p 0.2 . : BARE FCC VERTICAL PRESSURE AT 'C P �y I 1.) For traffic load+ multi c.rv+`.+ .r Ey �'ntl �.D. in feet. '.. 2� cyryf is COR•Ct•d It "a' a '� p•otb in Feel I I 2 20': 3 a or more ' I 3.1 Bockfill loads must be coded to traffic load. �- �— TRAFFIC LC.. uS v^N PiPES x.aiw,•o. SFiATTUCK AUEVUE iTEnGEFtC3 SERE 86-35210 Renton, Washington �— for liilliams. Roth and Associates Ar«. ® Converoo Consultants N 2 ' Manholes should be designed to withstand lateral pretsures as would be exerted by a fluid having an equivalent density of 96 pounds per cubic foot (pcf). This value assumes granular backfill acting in combination with a full hyarostat,c head. ' An ultimate passive resistance of 400 pounds per cubic foot may be used ' for calculations concerning the jacked crossing. Ublift We have estimated uplift potential assuming mannoles will be five feet O.D. by four feet I.D. with a six-inch thick floor. Based on this as- sumption, it appears there may be a potential for buoyancy out to high groundwater levels. The design engineer should evaluate uplift poten- tial based on actual manhole dimensions and weights. We recommend that the groundwater be assumed t0 rise to the ground surface for this evalU- ation. ' uplift can be resisted by increasing the weight of the manhole. Alter- natively, the t3se of the manhole can be provided with an exterior flange so that overlying soil resists uplift. For granular backfill , as discussed above, a buoyant unit weight of 65 pcf is recommended for ' design purposes. Only soil directly above the flange should be con- sidered. ' iplift of the pipe may be resisted by a column of granular backfill having a buoyant unit weight of 65 pcf except along the jacked crossing. ' For uplift resistance for the jacked crossing, a buoyant unit weight of 50 pcf 4s recc menaeo. ', Conom Con,un�nn Nw The conclusions and recomeendattons summarized in this report were prra. 1 pared in accordance with generally accepted professional engineering principles and Practices. There is no other warranty, expressed or im. plied. ( � We appreciate the opportunity to be of service. If you have any gees. tions or Comments, or require additional services, please call. 1 CONVERSE CONSULTANTS NW Susan J. Penoyar Geotachnical Engineer aan E. Ryden .�;..- Principai Engineer 1 SJPZIDEA/kpp �1 �i �1 it 11 1 i i canHM con.w,.nu Xw I T• I I ao��N yYy I 111 • I I y YR A SHATTUCK AVENU[ —— -- ' [-1 SOUTH i• �`--�--- -' x 0 Y^ ' ax m In ' - a Aw.o.w. !um!he Wen • Leuunn el Le.I.,!i Muweeluen le4eun tNt If —AKID EXPLORATION PLAN ' SHATTUCK AVENUE INTERCEPTOR SEWER _— - _ rN! too 900 Rln1On, wOTRO soclat N to, WflUme, Roth Aftd As SS-0671D OcAtt IN Fiat ee 14 ' ® Converse Consultants ix �6A SUMMARY: 80RIN3 NO. 8'1 .....�.. ;:4i Ii �, °, ,\ • OS�, rNw..,a,J ., ..•••.. •«W.,�-• W.•., .,..N•r. •-•,i.n¢.r., 0 r .� � 0 .`°. J• �• J\SPrn°r trMW „M.'W\ COM\\.\K. CT� V ; w 3 � ' a to coarse SW I (senseii h lA, 2 � 3 SILT; gray, tract to some fins I K/ very v S I sand, interotdded with silty sand, SM mist �laostrye to 2 { brown to gray, finf, trace organics roost, occasional organic silt laminations , very 2A y - and rust staining in upper S' I sort to firm r ,- V gravel , fine, gray-black, Iwet medlum _ little :,,e to coarsa sand I i ,dent* 1 li I 20 _ \mot very firm 25 a moist r � Bottom of boring at depth 25' Pifaomtter installed to depth 25'with 2' hydrotip at bottom, backfil� i with sa"d and cuttings to 1' , installed monumaht at surfacer ,' •. M...W.MM..NM. P N,...N , a •.' •10 r-. i. i. . ,« \.-\rirw rw.«r•«w a ~���•�w�N.w wr. { «w.w.a..« SHATTUCK AVENUE iN1ERCEDTOR SE'.ER •rowm^° Renton, v-srington 86-352t0 {or ai it.tams• a,_ ty�r-qy`_ Converse Consultants " 2 'Aft*aft 9¢�\n¢o ME'ROPGLITA?4 VOINEER'$ !' SCAT^lR, v13nIN6TpN ■ I tCCd ^lCu . s`c � SZ � s r r.t!' a) y` I Da TE O;IK itO 9/7/CC � !ZC �� .. �✓eFdC..vg f r�Nd :ww0 d Y Oi Gd w;r.:..emu, ' Gt( '..I ioatr ry A✓d�.�n..r �scrt { I � I _ FavE 1 ,� 9p . � 8C0 wN Ur.T+�rD daD Q.3.I viL 'i � � wi'79: ,�pAr_C_S:c'�—vi 74,•rr ddvSC ' es i wwrfe cDNrfvr NCO !z0 00 �p�a aara��s�r;- i *Ar.4 "vrL.. Aocr �fr y1AE0 I I CSV[ ST iC! NO. TITLE snr, Na. i�o,c� Yar etc e soR�nl� coG C9LCJLArION srE- MET R00001 AN ENOINE£;v9 SCAT TI WA3MIMG7v^k s O C CA T C V . e -, w1 1 I FL F VA71CN : /2/._3I 71f169 T dd TE OQ/L�=J Z,-Pr 1 + __ � GP.AYSaNp w/Tiv SG+�i S'4T 1 � i `y � I c C?.3Y11aTY wI^+ PfA^'Y SILT �c "WN ,Agar .• VG•:Y 30A';r • �` I 1 .�,_I� �'-:.! INS JLup Al0 19Z. FLOC :A.vOT ,C£ ,r,T LA"SiAS + r 1 � fI G�.��..��' •. 8?Owns cr�r .�3r'r-f sib-....r0�'7 O 1I_.. rjRAY SILK-v WINE' SA"D- LOC36 � 1 ! d:Cw^!S.:ND Ati0 G.ta vGL n�/TN 1 WL AZOPA0lW-1, . l '7fGLO1M'/ A/EO/V/-/-GAlJt.:INS+ WITIy I 1 1'- JOKE 6:A i'C L. 1 I I I �'.'.:: (3OUO.ES a.W YE� A,VC � C2 t'J6N:. T•.. /SO /ZC mC Go -7C C 11 . 11 [AT[ .ICE No. TITLE SMT. j•//C llu/ ;"'w� C GCi 1 .^.�.Q;,VC -.C"- A . 1 STANDARD DRAWINGS e E � N W rl Y.M YI lY'YY 1rx {1 �' I'YFI rw[NI Y [IFY11 EI r plrrr M wY _— BII Mhpp�nN 1 yxr WNI I YIYl1 I rYN Wwllrurr 11w IwrW.l Yr\ny IMrWI \INI rIF 11FIW1 -\'IY\IYwM • NNr rrM wW rrl W vNnY .r rwwN r rrW.w r uN1.rw.xl Ym!w 1 N'YWI INN w r'^\tlrtt rrl ) «M YW Np rM rlWe 1rW NNtIrY r INY YI\\ w wN Iryl r r1r N! YW`Y a(11YY1 NI N NN \ nN wl wN NN .IY ««w 1 i w1I 11n N.i _.. rl ' tl 'vl d TYPICAL BUILDING SEWER INSTALLAT.01 PLAN [YYr[M.,N rl M eN1NW NNI rl\YF NWr rN e N IOw n r,l ` 'Mrrl IIIYIIY.' 0Y N1Wwrw M1wW1N IWY 1111[Ir r,.w Y .\..WwYlrprw �NI a r:nNNo r grlr W n. k tH " . I y • N r Yr gYrl 1.Vw11-NV pr yp rW W w NNYO PLAN NflY u BUILDING DRAIN Fes n wuuoa u.lanes xNe[YYu,. 1 {yN,Y.ro r,r r •ri•. IINr N1F1 NI M rWYl,ylw IN FOR LOW MOUSES rr wu ru«n wq Yw1YYr Ywl.0 yr«I ' e- I I�W I ;rn Y ant ..��` w•r�a[YNO,Y� ue N EA r -WWwI rl[wY Y I N Ir N 1 i .rN W Nnrw NII(Y Y wll rN WrnF 1'A }� NYIN 41 YNe1M w tlw.rYr MY\M YwNY Y N,1. W[rl,nN M wurY W. [IEL 1 Mr�M e«#«11,1 n11Wn MI MY rll«Nr'ra � rir�Y 4 IWYI !1 YW tYY01 p rY 4N1, N J.�.1-4 1:YYI.eYY YNaI IY tW{iee w MY w nVYI l r 1 r IYY n n a!r fll lrY r ;41 111'lllr IN rY WN.,N wY Ni11rN IINr n rIN.NNr YIN{ r rNrl[IrY w 111r,N Nor«N Iles w I,N IWYI f r.N{Fi-�6 test M 111111 MY(,4 Wt�.,ill,w NY IW[WYIt1iY , pIY.FrIM\rY W M4 M NI wu.V M lrlb Mli{wwy n ,rnY N IW rWw<IN W NYWN[Yrl` N IWwI WIl Y IIrN Ilnr( IW rr Ma NFII NI w r,..t!riN A w .w ri IIWYYN YYMIN rW Iif Y41e _ \ \INY,1 YI YY,ry 1. M {Y\ N rlflwrNl _ —4�—L II rNli[NrW IW IrY NI YIt4[ VN V flI r\NI wNrll M YYn V Wr.,N wn.N IY40 INV\(NI Yr 1wY1 Y1'YY«na nWll NYI t 1 Y)NI IW[YwrIM[rr[IWIw M11e VWIWW NI PLAN •,,N`..r�wY"nu w[nYw,.µ.rwn ur.`« BUILDING SEWER ,r INSTALLATION V W IYYrN. .Nr•NaVo[IYN�14n1 ' (wY10+OtY • C4. 10.101.1' Ye YV011( IO p0 NrM IOUIUIIS .(10 41 !>0! ' SEWER STANDARD DETAIL tCITY OF RENTON Not 11111:NI DEPARTMENT OF PUBLIC WORKS $Lt[MA(N,I.ee �•w ww •a.w.,n,�SN\w__� _._..M�t1�q wllL_ `. N Wlr rNriY ri+r E M111.1 i.a.�q^Ny,. ' +INrM• •' t� C SIDE SEWER AND CUu.dNG SEWER PLAN M. M M If'NNNiN 1.Y p NY IIY IIM!NYt +.u.r� r ..N M.nw, tM.n..Nl\N�itl alf 1MY11 wM•iW 1W MN y1N .111. \N\IY ✓ .I N.� Ptl. ' CONCRETE BL/'CKING r\iN Yw. ANGLE OF TEE AT MAIN OVER 25• UY)ul • .�� ELEVATION •"'- S': p°"'°w ""•"•1lrtuw 1'. _Mb\.MI.gI N.yN\NMI•rr Yr w NYi.u.. r Nwl Mlw. Y YY INN MiM 1\ ,_O+1s1u ' TYPICAL SIDE SEVER ELEVATION ' SIDE SEWER INSTALLATION �Ni rp.+OC.O041 grpq uP�, ' SEWEF riTANDARD DETAIL. CITY OF RENTON °A""��•'� DEPARTMENT OF PUBLIC WORKS ■mwA YN ' .w'Ww iH. :MruNtt.W ��eYlr M4« �w w MNMIII wt frwYl pw•IW r 11.1 .IW\N�w iVt�w w=W«NMF [rn,,�/,].•' �N ul N INS t I I n •IM r Y tN.I wa•�-I. ter, PLAN{I Y1\w»� W✓:« lMrrl� ^Y1�1^«•«q ' � .W1 N«.' NHt ll.w M��...�7j}1My7�'�}(�,w��w�Y.lw� • IpXU .»I 11M1 a, NN.I»e'C�-3' .�I.M.\wltY N.X ✓ 1 1 1.M u Yw "AN y/ .wIVM1 Y!«w DLEANOUT • I D" STRUCYURE .`YN :Y N.iw1Y« YlNrr r:YW:V W 1 „• Mf�w 1✓\tMMfYf N'MI\I YW r\W. WW'ww«N.\�t NM. 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MII e•ewD IANtY FKt ,..Ir � wrl wl.m 4n t.w Wnlue aY wrHwl YH } • .1 t .,�WttM�wItMW1.4N WAX nl�w-. rly YYY\W.1 w 1•Y p 1IN'V\It�Nn A.,1�� wHYI tWM � fmnY.NY IW wVf 1V W.Iw \Y.W WtAI ' 1 W q Mr' q W'•NY W MIND _ I N\ItN 11Ag1 Mw11 W t Y4l qN'Y Hw y q��1 NNII N I wAll IYglw{IpM111 4 �. •_Y_v —'IHPM.IWw« I\H t.\N YIt'.IINtIW.IWt,gYw4 MIW ' - y\fy�h�')1 tYN.w v\:• ,p Iprlllal IP Il`N:H gwFl q wHw1 1 ! .nP MI NYI Y dl MwN HntY IY1 qu -,�awN'w vwl. fYl:IY IWI N gYYpY YRI M iN1YtU �{•I ,� � Nam r \IIe4f.W W ��w1MM•X X.FW t STANDARD MANNOLF 'w'IYfY' 1«»n nV�w,�«✓' calcpt re tIK"ttMNt MINIMUM 4'-0• DEEP ""I"wl""' PIPE BEDDING CLASSES {y.. rp"IOC•Fpwe areYt •Pu a+ ______ __ •Yw� \AtYioYe 1.eeo.•e•.ew SEWER STANDARD DETAIL N CITY OF RENTON +'rl DEPARTMENT OF PUBLIC WORKS "" ' A CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS f LENGTH OF 6" Pl°E til.. r0 50 100 150 200 250 300 350 400 0 0 2_0_ 40 59 79 99 119 139 158 50 35 55 -,5 95 114 134 1S4 174 178 100 70 90 110 130 150 169 187 186 184 ISO 106 125 145 165 185 195 193 191 189 ac 200 141 161 180 200 202 199 197 195 193 ' 250 176 196 1 214 209 205 202 200 198 196 ti 300 211 220 215 211 200 205 202 200 196 z 350 227 221 217 213 210 201 205 202 201 400 227 222 218 214 211 2C9 206 204 202 ' LENGTH OF 6" PIPE (FT. ) 0 50 100 350 200 250 300 350 400 0 0 20 40 59 79 99 119 139 158 �1 50 55 75 95 114 134 154 174 192 190 100 110 130 150 169 189 209 210 207 203 ISO 155 18 205 224 233 227 222 217 214 a 200 220 240 257 248 211 235 230 225 222 250 275 271 261 253 247 241 236 232 228 300 263 273 264 257 251 246 241 23- 233 3S0 283 274 267 260 254 249 2a5 1 241 237 400 281 275 169 263 257 252 248 1 244 241 EQ=EL. ' A pressure of 3,5 P.S.1. is attained and left for the requi•ed seconds from the proper Table. The maximum drop in pressure is 1 P.S.1. for the required time. DATE Q TEST TABLE ( LOW PRESSURE) SHEET 50 ' 6 + CITY OF RENTON ' � DERARTMENT OF PUBLIC WORKS r4n�nF DUD GR{S>-E U5CD roQ so r Awu.'TMF-MM t 7,�A RJR FINAL FT OP Y'- -�/ ;^A r.4A7Uti1 UM UR UP toy� Ir R2 SFr 5m t9 lw ' 6 wAY IE'KJ\� RPC 5,ZE AND PIPC [},W-kJC: &KGB r: TD BC tJMITI'D BY KNDCX0U1'5 6 *. nnaxlMUM PIPC '%DWMt"� � m �J l ' -- =DATEIICATCH BASIN TYPE I-A 1 6 CITY OF RENTUN 1 F . DEPARTMENT OF PUBLIC WORKS 1 NON-LOCKING (OLYrARC FCl NDRY+�3M4gC%2 GQU4L) O N � 1 r � 1 log 2a T C -�V4 r2me (DUCTILE =N) FRAME (''�GATE TO CC LOCXCD DOWN W,'(t' 5TAINLE55 5TEEL 50CKET #SM600/TOR COUAL.) LOLQQ LEAD CAP SCREW'S �--PAD,VJ'A W n q4' 1'[i'!NINj 1 b 'o tL ON\ L- f_1DIllnV GRATE(bLaLE PON) SEC B 2' 0l,/4" �e'NORMWU 1 FRAME TD� :02" seG. c-G 1I�e a, rl Ipti. ALL TYPE II BA R R IY :Nu .YE NAME gGrRIRe. sec. A-A 1 1 CATCH BASIN FRAME DATE II e GRATE DETAILS SHEET I/85 + CITY Of RENTON ' DEPARTMENT Of PUBLIC WORKS R/W I ' rc J cap EXIST SIDE SEWER EXIST SEWER ESEXIST. 6'SEWERS`U8� ( REMOVE) (REMOVE TO RiW 6 X 0"REDUCER 6 WYE 1/8 OR I1t6 SEND AS REQUIRE.: PROPOSED 6"SEWER STUB 1 MAIN RUN SIZE X 6 TEE - PROPOSED SEWER MAIN 1 I-TYPICAL STUB CQNNECTION vrs 1 [TYPICAL STUB CONNECTION DATE 10/85 SHEET 101 ' CITY OF RENTON e ' DEPARTMENT OF PUBLIC WORKS Final Joint must- be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete ' Concrete Existing-- - - Cement conc_ret~ _____-6" n min. Cement Concrete Conc. shill be Cl. A (3/4) . 6" min. Crushed Surfacing Portland Cam. Cont. Con- Top Course forming to Sect. 6-02.3. Compacted Select Trench EXISTING ASPHALT CONCRET Backfill E OVER CEMENT CONCRETE Final Joint ,--Asphalt Concrete (3" min. ) must De saw-cut replacement patch to be " th'cker than previously ' Existing ?.spha it-Y existed. Concrete 6" Min, Crushed Surfacing Top Course ' Compacted Select Trench Backfill ' EXISTING AL"nNLT CONCRETE OVER PREPARED GRADE Final Joint must be saw-cut Cement Concrete (8" Min.) Replace- ment patch to be 1" thicker than ----- -- --.-. previously existed. }f� Existing Cement Concrete Pavement 6" Min. Crushed Surfacing ' Top Course Conc. shall be Cl. A (3J4)- Compacted Select Trench t Portland Cem. Cont. Conforming Backfill to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE EL ' I. See Sections 7-I8 and 2-09 for Patching and r`xckfilling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unl reffic Engineer. ess permission is granted to no otherwise by the City Engineer and City T t 3. All temporary patches on 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-half the depth of the existing slab. PAVEMENT PATCHING DETAILS DATE I.-85 SHEET 35