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Home My WebLink AboutWWP2700381(6) SAN-I San i tary Sewer.Project 1' of 2 S- 3 1' Duvall Ave. N. E. Sanitary Sewer Ext. Contract Masters I 1/ BEGINNING OF FILE s5FILE TITLE N oo� I NE7 AA r i • L1F R�• o PUBLIC WORKS DEPARTMENT U 7 gg DFSIGN/UTILITY ENGINEERING • 235 263� MUNICIPAL BUILDING 700 Mltl AVE SO RENTON,WASH 91105S 0 P q�rEO SEoh�t BARBARA Y. SHINPOCH MAYOR June 25, 1985 Mr, Tim Smith WSDOT District al 6431 Corson Ave. South Seattle, MA 98108 Subject: Washington State Wage Rates for City of Renton Sanitary Sewer Project 5-381 Dear Mr. Smith: Enclosed is a Wage Rates Request Form for future construc- tion projects. Thank you for your cooperation. Very truly yours, David R. Tibbot Project Engineer :jft Enclosure •WAGE RATES REQUEST Foom ICR NO FED RATES ❑ YES x (WHT) ❑ `T (DAY) C RES1EWER C S PROI FLINC CRP __ CRC DATE _ SR CWERAIOR TITLE I EFF DATE I DI ❑ AOMLs 17 ❑ DDL*AAS 13,0 KeNG Aa ❑ PACIFIC 6s ❑ sm". 01 ❑ ASOTN 19 ❑ FERRY 35 ❑ KITSAP Sl ❑ PINE) OREILLE 67 ❑ TFMLSTON 05 ❑ KNTON 21 ❑ FRANXIN 37 ❑ KITTITAS s) ❑ PRR�_( 09 ❑ W%MLIAKL3A4 07 ❑ C'MLAN 23 ❑ GARFIELD 39 ❑ KLICK17AT 55 ❑ SW LM 71 ❑ WAWL WALLA 09 ❑ CLALLAM 25 ❑ GRANT e1 ❑ LEWIS $7 p SkAOT 7) ❑ WHATCOM 11 ❑ CL ARK 27 ❑ GRAYS HARROR a) ❑ tMO(N 59 ❑ SKAMAMA 75 ❑ WHTAAW 1) ❑ COLLImBIA 29 Cl 6lAAA5 45 D MASON 61 ❑ S40H0Ms1513 77 ❑ YAKIVA is 'J COWLITZ 31 ❑ RFFERSCIN 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ All (Except lhv marked) 010 ❑ Asbestos Workers 330 U konwprken 640 ❑ SRn wngers b NOW$ b Co. . Men 030 ❑ Bodertrsakers 3s0 ❑ Laborers bs0 ❑ soft Floor Laren M ❑ &Kklarers b Msa,We Masons 3W Laborers (sewer b Water Const 1 670 ❑ Spnnkler Fitters-Fee 070 ❑ Carpenters PrrveNKln 370 p Landscape Constructron OAO ❑ Cement AAasons 710 ❑ sun Screen MUAeo b 390 ❑ Laltten WasOow TMer' 10(1 ❑ CpnmunKanon TKh 430 ❑ Mason Tenders. Hod 720 0 st^evo 110 ❑ Covers b Tenders L]rners b Morlarmen 130 L Crecggng %%Mkers 450 ❑ Panters 730 ❑ Teamsters' ISO ❑ Dryw&0 TnNsers 490 Cl Plasterers 770 ❑ Terrazzo Workers b 110 ❑ FkKIrKLM Tile 5elers 510 ❑ Paslerer ToMees 790 p Tte. Aurae b Terratto 190 ❑ two-Lase C"tr M,�ns 57U ❑ Plumt)ers 8 PrpeAOcrs 230 Cl Ekvalor ConstnKlrvs 570 p Power Fs2up Op 620 ❑ TNRK ConirW 5rrpen 250 ❑ Fence Erectors b latwre+s 5811—(-?}, Power 1p;ap Op b)D Cl N'el Dntnvs and 260 �._ ruggers (sewer b Water Cmstl kngalom FVV Irvakn 270 ❑ GazKn 590 ❑ Refng b Ad Co drtmreng ram ❑ At Racept Ihose marked) mechams 290 ❑ VQnd lbatmm 610 ❑ Rooter b N'aterproofen 310 ❑ IMulalon Appkcalws 610 ❑ She, d Workers DOT maw"wu r•r NWY-R 12323-AA PREVAILING MINIMUM NCURLY WAGE RATES JUNE 27, 196S OCCUPATION: FLAGGEWS LGO.ATION: CHELAN, CLALLAN. D0UGLAS. GRAYS NM BOR. ISLAND. JEFFERSON. KIN:. KITSAP. KI1TITAS, LEWIS. MASON. PACIFIC. PIERCE. SKAGIT. SNOMCMISti. THURSTON. WHATCUM AND YAKIMA CUONTIES. FRINGE BE NEF IIS TOTAL HOURLY BENEFITS 3.43 A/MR. STATE WAGE RATES UCCUP47ION GCCUPATICN STATE FEDERAL CODE DESCRIPTIGN RATE RATF 260-OO10 FLAGGER 10. 76 CITY CF PENTON DUVAL AVENUE NE SANITARY SEWER S-3C1 PAGE l MAY-R32320-AA PREVAILING MINIMUM HOLAtY WAGE RATES JUKE 21. 1983 CK.CUPATIONt LABOREAS ISEMfR t MAIER LINE CCNSTPVCTICNI LOCATION: CLALLAM. GRAYS HARBOR, ISLANC. JEFFERSON. KING. KITSAP. IEWIS. 4ASON. PACIFIC INCMTH Cf WAHKIAKUM COUNTY NGRTHERN B WNOARY EKTENUEU DUE WEST TU THE PACIFIC UCEANI, PIERCE, SKAGIT. SNOMCMISH. THURSTCN ANC WHATCCM Ct"T1E5. FRINGE. RENEFITS HEALTH ANC WELFARE 1.TS A/MR. STATE PENSION 1.5s A/HR. STATE TOTAL HOGRtY BENEFITS 3.43 A/MR. STATE 3.31 A/MR . FEDERAL TRAIMN. FUN[) .13 A/HR . STATE WAGE RATES UCCUPATIOK OCCUPATIVIN STATE FEGFRAL C OOf OESCRIPTICN RATE RATE 360-0010 GENERAL IAlUREA 11.80 13.80 36R-0020 PIPT.IAY'_R 14.28 44.20 360-0030 TOPMAN 14.14 14.14 CITY Gf RFNTUN MAL AVENJE NE SANITARY SFWFR S-161 PAGF 2 MWY-R32320-AA PREVAILING MINIMUM MCLRLY WAVE RATES JUNE 27. 1985 OCCUPATION: POWER EQUIPMENT OPERATORS ISEWER I. WATER CONSTRUCTION) LOCATION: CHELAN. CLALLAM. DOUGLAS ITHAT PCRTION WHICH LIES WEST Of THE 110TF MERIDIANI, GRAYS MAR800. ISLAND. JEFFERSON, KING. KITSAP. KITTITAS, LEWIS. PASUN, PACIFIC INCRTM OF A STRAIGhT LINE FROM THE SOUTHERN BCUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT. SNOHJMISN, THLRISTON, WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.45 SiM . STATE PENSION 2.00 ♦/HR. STATE TOTAL HOURLY AFNEF11S 4.31 F/HN. FEDERAL TRAINING FUND .2: 3/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 580-0040 BACK FILLER 16.91 16.97 580-0030 BACKNOE 4780 CASE TYPE ANO LARGCA WITH 1o.92 16.92 ATTACHMENTS ) 500-0100 CLAM 16.91 16.92 580-0120 CRANE 16.92 16.42 580-0110 CITCHING MACHINE 16.92 16.92 560-0150 DO1FR TALL CAT. TYPE C-3 ANC LARGER) 16.97 16.92 580-0160 JRAGLINE 16.47 16.97 560-3193 FRCNT-FNC LCAUER 12YOS. AND OVERI 16.92 L6.92 580-0210 MECHANIC 16.92 16.92 580-021D MECHANIC WELDER 16.97 L6.92 MO-0240 MUTCR GRADER 16.92 16.92 580-0110 SCREED 16.92 16.91 560-0330 SHOVEL 13 YOS. ANC UNOERI 1e..97 16.97 580-0350 SIDE RJCM (ALL CAI. IYFE 0-3 ANJ LARGER) 16.42 16.91 GROUP 2 560-0010 BACKHCE 1680 LASE TYPE AND SMALLER with 16.425 16.425 AITACHMENTS) $60-06 1 BENDING MACHINE 16.425 16.425 560-0060 RCCM TRUCK (STATICNARY ) 16.415 16.425 CITY OF RENTON FIUVAL AVENUE NE SANITARY SEWER S-3 81 PAGE. )RWY-432320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27, ISSS ULCUPATIONt POWEP EOUIPMENI UPERATCRS (SEWER C WATER CONSTRUCTION) LOCATICNt CHELAN. CLALLAM, C(lUGM ITHA1 PCRTION MHIC1, LIES WEST OF THE ILOTH MERIDIAN). GRAYS HARBOR. ISLAND. JEFFERSON. KING, KIT,AP. KITTITAS, LEWIS, MASUN. PACIFIC INORTH rF A STRAIGHT LINE FROM THE SOUTHERN BCUNOAMY CF LEWIS CrUNTY ExTFNOEC WEST TO THE aACIFIC OCEAN) PIERCE. SKAGIT. SNOHOMISH, 1HURSTUN. WHATCCM AND YAKIMA CCUN' IES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL COOE DiSCRIPTICh RATE RATE GROUP 2 58J-0070 BORING MACHINE 16.425 16.425 56O-0090 COMPACTORS 16.4:5 16.425 58J-U140 OG2tR (ANV TYPE SMALLER THAN CAT 0-31 16.425 16.425 580-0170 GRILLS It ERCI TYPE) 16.425 16.425 560-0100 FRONT-Eh, LCAOEP IUNOER 2 YC.) 16.425 16.475 58U-0200 GIN TRUCK 16.425 16.424 580-0230 MECHANICAL GRt ASER (LAM6E GREASE TRUCKI 16.425 16.425 500-0'70 PAVING MACHINES 16.v25 16.425 SOO-0280 PUT FIREMAN (M.IhE OPERATED ABOVE 3 BOL.) 16.425 16.475 580-0300 PULLERS 16.425 16.425 SOU-0320 SER4ICE PLOW 16.425 16.425 580-0340 SIJE DOOM [ANY TYPE SMALLER THAN CAT 0-31 16.425 16.425 560-016U IRACTAIR 16.425 16.425 560-0380 WELL POINT SYSTEM 16.425 16.425 GR-'UP 3 E p SOU --0080 C14AINC TYPES DI TLHEN (DITCH %ITCHI 14.46 14.46 4.46 580-01IO CCNCRFTE SAW 14.46 14.46 S84-026C CIL-.iREASER 14.46 14.46 58U-0250 CILFR 14.46 14.46 480-0290 PUMP 14.46 14.46 58U-0370 WELUING MACHINE 14.46 14.46 CITY CF RENTO4 DUVAL AVENUE NE SANITARY SEWER S- 181 PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 2T. 198S OCCUPATIONS POWER EQUIPMENT OPERATORS (SEWER L WATER CONSTRUCTION) LOCATICN: CHELON, CLALLAN. COJGLAS ITHAI PORTION WHICF LIES WEST Of THE 120TH MERIDIAN). GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP, KITTITAS. LEWIS. MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN RCUNOARY CF LEWIS CCUNTY EXTENDFD WEST TO THE PACIFIC OCEAN) PILRCE. SKAGIT. SNOHOMISH, THURSTON. WHATCCM AND YAKIMA CCUNTIFS. OTHER $40-9910 STATE: OVERTIME-All WORK PERFURMED IN EXCESS DF B HOURS CEW DAY OR 40 HCURS PER WEEK AND ALL WORK PERFORMED CN SATURDAYS [EXCEPT MAKE- UP DAYS) AMC SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL WORK PERFORMED CN HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY Cf RENTON DUVAL AVENUE WE SANITARY SEWER S-1R1 PAGE 6 Hwy-R52320-AA PREVAILING MINIMUM HCUAtV WAGE RATCS .!UNE 27, IVRS OLLJPATION: SURVEYORS LULATIJNI CLALLAN, GRAYS HARBOR, ISLAND. JEFFERSON, KING. KITSAP. LEWIS, MASON. PACIFIC, PIERCE, SKAGIT. SMUHOMISH. TH,ASTON AMU WHATCOM COUNTIES. FRINGE BENEFITS TCTAL HOURLY BENEFIT - PARTY CHIEF 1.50 S/MR. STATE TOTAL HOGRLV BENEFIT - INSTRUMENT I.00 S/HR. STATE PERSON TOTAL HOURLY BENEFIT - CH I S.' - . U E WAGE RATES OCCUPATICK OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATF 120-0010 CHAIN PERSON O.25 -- 120-0040 INSTRUMENT PERSON (JUNICP ENGINEER) 11.00 -- 720-0010 PARTY CHIEF (ASSISTANT ENGINEER) -- CITY OF NENTON OUVAL AVENUL NF SANITARY SEWER S-181 PAGE 11 • A HWY-032320-AA PREVAILING MINIMUM HGJRLV WAGE RATES JUNE 27. loss OCCUPATIONS TEAMSTERS LUCAI ION: LLALLAM. GRAYS HARBOR. ISLAND, JEFFERSUN, KING. KIISAP. KITIITAS. LEWIS. MASON. PACIFIC (NORTH OF THE MAHIIAKUM COUNTY NORTHERN BUUNdAAV EKTENCED DUE WEST TO THE PACIFIL OCEANI, PIERCE. SKAGIT. SNOHCMISH. TNURSTGN. WHATCOM. YAKIMA AND THESE PARTh OF THE FOLL4 ING COUNTIES LYING WEST CF THE 1207M MERIDIAN: CHELAN AND DOUGLAS COUNTIES. FRINGE AFNEFITS HLAITH AND wEIFARE 1.89 ►/HR . STATE PENSION 1.75 ►/HR. STATE TOTAL HOURLY BENEFITS 3.64 ►/HW . FEDERAL TRAINING FUND .JD FEDERAL WAGE RATES UCC UPAT ICN CCCUPATION STATE FEDERAL CODE UESCRIPTICN KATE RATE GROUP 1 150-0690 IEVER14AN AND EGACERS AT BUNKERS AND 11.06 17.06 BATCH PLANS 730-1200 SWAMPER 17.06 17.06 710-1610 WAREHOUSEMAN AND CHECKERS 17.06 17.06 GROUP 2 130-1300 TEAM DRIVER 17. 11 11.11 GROUP I TJO-0110 BULL LIFTS. OR SIMILAR EGUIPNLNT USED 6'i 17. 16 t7.16 LOADING OR UNLOADING TRUCKS. TRANSPURTIN6 MATERIALS ON JOB SITESSwAREHDUSING 130-0L40 BUS OR EMPLCYEFHAUL 17.16 17. 16 CITY CF RENTON DUVAL AVENUE NE SANITARY SFw ER S-39I PAGF 14 HWY-432310-4A PREVAILING MINIMUM HOLRLV WAGE RATES JONE 1T. l9RS OLLOPATIONI TEAMSTERS LJCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFfERSCN, KING. KITSAP, KITTILAS. LEWIS. MASON. PACIFIC (NORTH CF THE WAHKIAKUM COUNTY NCPTHERN AOUNLARV Ea1ENCEC DUE WEST TC To-E PACIFIC OCEAN). PIERCE. SKAGIT. SNOHOMISH. THURSTCN. ►HATLOM. YAKIMA AND THGSE PARTS OF I" FOLLEWING COUNTIES LYING WEST OF THE 12074 MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES UCCUPATICh CCCUPATION STATE FEDERAL C DOE DESCRIPTION RATE RATE GROUP 3 730-0200 DUMPSTERS, AND SIMILAR EQIIPNENTtTW RNO- 11.16 17.16 ROCKERS, TJCRNOwAGUh. TCLRNCTRAILER. CAT 0% SERIES. TERRA COBRA, LETCURNEAU. WESTINGHOUSF ATHEV WAGLN, EUCLID. TWC AND FOUR-WHEELEC POWER TRACTOR WTH MAILER AhD SIMILAR TOP- LOACEU EQUIPMENT TRANSPORTING 4ATERIAL AND PERFCRMING WORK Ih TEAMSTER JURISDICTION20UMP TRUCKS. SIDE. END AND BC11UM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS LA COMBINATIONS THERFOFIUP TO ANO INCLUDING S VARDS 730-0660 FLAHFRTV SPREADLR 17.16 17.16 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER. 6ATTERY 17. 16 17.16 SERVICE MAN AND/CR TIRE SERVICE I(AN 730-1100 SLISSURS TRUCK 17.16 11.1h 730-1350 TRACTOR. SMALL RUEBEP-TIPED IWHEN USFU WITHIN 17.16 17.16 TEAMSTER JURISJICTIUNI 730-1750 VACUUM T.tUCX 17.16 IT.Lh 73C-2000 WATER WAGCN AND TAKK TRUCK: UP TO 1600 17.16 11.16 GALLCNS 730-1200 WINCH TRUCK& SINGLE REAR AXLE 17.1t 11.16 730-2210 WRECKER, 104 TRUCK AND SIMILAR E.7UIPMLNT 17.16 17.t6 GROUP 6 730-OSOO FLAT14CO TRUCK. DUAL REAR AXLF 17.27 LT.?? GROUP S 730-0086 BUGGYMORILF AND SIMILAR 17.11 17.33 CITY DF RENTON OUVAl AVENUE NE SANITARY SEWER S-3B1 PAGE IS HWV-R$Z320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27. 1985 OCCUPATIO41 TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, ISLAND. UEFFERSON, KING. KITSAP. KITTITAS. LEWIS. tOASON, PACIFIC INCRTH OF THE WAMKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT, SNOHCMISI., THURSTON. EIHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE IZOTM MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE AATES OCC UPAT I ON CCLUPATICN STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP S 730-061C HYSTER OPERATORS INAULING BULK LOOSE 17.33 17.33 AGGREGATES$ 73U-1190 STRADULE CARRIE, IRCSS. EYSTER AND SIMILAR) 11.33 11.13 730-2010 WATER WAGON AND TANK TRUCKS L600 GALLONS 17.33 17.33 TC 3000 GALLONS GROUP 6 /30-ISOO TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YOS. 17.11 17.37 GROUP 7 730-021C DUMPSTERS. AND SIMILAR ECUIPMENT:TCURNC- 17.38 11.38 ROCKERS, TOURNUWAGON. TUURNUTRAILER, CAT OW SERIFS, TERRA C08PA, (E1CURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID, TWC AND FOUR-WHELLEC PCWER TRACTOR WTI. TRAILER AND SIMILAR TOP- LOADEU EQUIPMENT TRANaPCRTING MATERIAL ANu PERFORMING WORK IN TE.MSIFR JURISOICTICN:OUMP TRUCKS. SIDE. ENO AND SOTT M 6 ' 4P, INCLUDING SEMI-TRUCKS A40 TRAINS CA ...Mhl"ATIONS 1HEREUFtEIVER 5 YARDS TO AND INCL. 12 YARDS 730-04IC EXPLOSIVE TRUCK IFIf LU MIX) AND SI01ILAR 17.3E 11.38 EQUIPMENT 730-0710 ' GWBED ANC I.EAVY DUTY TRAILER: UNOFR 50 17.1E 17.38 TONS GROSS 130-0910 OIL DISTRIBUTUR DRIVER IPCADI 17.38 17.38 730-1140 SLURRY TRUCK DRIVER 17.3E 11.38 730-1160 SNO-GU AND SIMILAR EQUIPMENT 17.3E 17.3E 734-2210 WINCH TRUCKS DUAL REAR AXLE I7.38 17.38 CITY CF RCNTCN DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE 16 HWY-R32S2J-AA PREVAILING MINIMUM HOLALY WAGE RATES JUNE ?7. 198S OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HAR9CR. MAKE, JEFFERSON, KING. KITSAP. KITTITAS. LEWIS. MASON. PACIFIC WORTH CF THE WAHKIAKUM COUNTY NORTHERN BOUNLARY EKTENCEC DUE WFST TO THE PACIFIL OCEAN). PIERCE, SKAGIT. SNOHOMISH, THURSTON, WHATCOM, VAKIMA AND THCSE PARTS OF THE FOLLCWING CUUNTIES LYING WEST OF THE L20TH MERIDIAN: CHELAN AND OOUSLAS CCUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CJDE OESCRIPTICN RATE RATE GROUP 8 730-0220 OUMPSTERS. AND SIMILAR ECUIPMENT:TOURNO- 11.44 11.44 ROCKERS. TOLRNCWAGON, TOURNCTRAILER, CAT UW SERIES. TERRA COBRA. LETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWC ANO FOUR-WHEELEC POWER TRACTOR WIN TRAILER AND SIMILAR TOP- LO►UFU EwuIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISCICTION:DUMP TRUCKS. SIDE. ENO AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREII :OVER 12 YARDS TC AND INCL. 16 YARDS GROUP 4 130-010� BULK LEMENT TANKER 17.4S 17.49 730-0230 DUMPSTERS• AND SIMILAR ECUIPMENT:TCURNC- 17.49 17.49 ROCKFRS. TGURNOWAGUN. TUURNOTk AILER. CAT OM SERIES. TERRA COBRA. LETCURNEAU. WESTINGHOUSE ATHEY MAGON. EUCLID, TWO AND FOUR-wHEELEO POWER TRACTOR WTI- TRAILFR AND SIMILAR TOP- LOADED EGLIPMENT TRANSPURTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN33UMP TRUCKS. SIDE. ENC AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS CR COMBINATIONS THEREUFIOVER 16 YARDS TO AND INCL. 20 YARDS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17 44; 17.49 GROUP IO CITY CF PENTON DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE 17 HAY—RI2320—AA PRFVAILING ;AINIMUM MOLRLY WAGE RATES JUNE 27. 1985 0LCUPATfONI TEAMSTERS LULATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSCN. KING. KITSAP, KITTITAS. LEWIS. MASON• PACIFIC (NC,RTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EKTENCEC DUE WEST TC THE PACIFIC OCEAN). PIERCE. SKAGIT. SNOHCMISH, THURSTCN. WHITCOM. VAKIMA AND THCSF PARTS OF THE FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIOIANs CHELAN AND DOUGLAS COUNTIES. WAGE RATES UCCU►ATIUN CCCUPATIGN STATE FEDERAL COC DESCRIPTICN RATE -ATE GROUP LO T30—J120 BULL LIFTS. CR SIMILARY EQUIPMENT USED IN 17.51 1T.51 LUADING :IR UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB S17ES:OTHER THAN WAREHUUSING GROUP 11 730—LSID TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17.54 17.54 CONSTR. (CVER 4 YCS. TC AND INCL. 6 YOS.) GROUP 12 730-0010 A—FRAME OR FYDRALIFI TRUCKS OR SIMILAR 11.64 1i.64 EQUIPMENT WHEN A—FRAME CF HYDRALIFT OR SIMILAR EQUIPMENT IS IN LSE GROUP 13 /30—U24U OUMPSTERS. AND SIMILAR ECUIP14ENT3TCURNC— 11.66 11.66 ROCKERS. TCURNUWAGUN. TOURNOTRAILER. CAT OW SERIES, TERRA COBRA. LETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID, TWC AND FOUR—WHEELED POWER TRACTOR MTh TRAILER AND SIMILAR TOP— LOADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURI SDICTILN:DUMP TRUCKS. SIDE. ENC AND 80TTOM DUMP. INCLUDING SEMI-TROLKS AND TRAINS CR LCMBINATITINS 1HERFOF:UVER 20 YARDS TO AND INLL. 30 YARDS 730—OT20 LOWBED ANC HEAVY CUTY TRAILER: OVER 50 TONS 17.66 17.66 GROSS TO AND iNCLLUING lC0 TONS GROSS CITY CF RFNTON DUVAL AVENUE WE SANITARY SEWER S-381 PAGE 18 HWY-932320-AA PRFVA1LING MINIMUM NCLRLY WAGE RATES JUNE 27. 19R5 OCCUPATION: TEAMSTERS LJCATION: CLALLAM. GRAYS HARBOR. ISLANC. JEFFERSCN. KING. KITSAP. KtTTITAS. LEWIS. MASON. PACIFIC INURTH CF THE WAHKIAKUM COUNTY NORTHERN BOUNEARY EXTENDEC DUE WEST TC TI-E PACIFIC ')CEANI. PIERCE. SKAGIT. SNOMOMISh. THURSTON. WNATCOM. YAKIMA AND THCSE PARTS OF ThE FOLLCWIN6 COUNTIES LYING WEST OF THE 120TM MERIDIAN: CHELAN AND DOUGLAS CCUNTIES. WAGE RATES OCCUPATICN OCCUPATION STATE FEDERAL CODE OLSCRIPTICN RATE RATE GROUP 1• 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.7C 17.70 CONSTK.:OVER 6 YOS. TO AND INCL. ! YDS. GROUP 15 730-0250 DUMPSI, iS. AND 101LAR EGUIPMENT:TCURNO- 17.82 17.82 ROCKERS, TOURNOWAGON, TOLRNUTRAILER, CAT OM SERIES, TERRA COBI.A. LETCURNEAU. WESTINGHOUSE ATHEV WAGON, EUCLID, TWC AND FOUR-WHEELED POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCAOEU ECUIFMFNT TRANSPORTING MATERU L AND PERFORMING WORK IN TEAMSTER JURISCIL! ION:DUMP TRUCKS. SIDE. ENO AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS CP CCMBINATIONS THEREGI :OVFR 30 YOS. TO AND INCL. 40 YDS. 730-0730 LOWBED AND I-FAVY DUTY TRAILER: OVER 100 17.82 11.81 TONS GROSS GROUP 16 730-IS30 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 11.ee 11.86 CONSTR. :OVER 8 YDS. TO A" INCL. 10 YDS. CITY CF RENTON DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE l9 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27. I985 OLC'JP4TIONt TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, ISLANC. JEFFERSON. KING. KITSAP. KITTITAS. LEWIS. MASON. PACIFIC (NORTH CF THE WANKIAKUM COUNTY NORTHERN ROUNCARV FXTENDEC DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SNOHLMISH. THURSTCN, WHATCOM. YAKIMA AND THOSE PARTS OF THE FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIUTAN: CHELAN AND JOUGLAS CCUNTIES. WAGE RATES OCCUPATION DCCUPAIIUN STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 17 730-U260 DUMPSTERS. AND SIMILAR EOUIPMENT:TOURNC- 17.98 17.98 ROCKERS. TCURNCWAGON. TCURNCTRAILER. CAT DW SERIES, TERRA COBRA. LETCURNEAJ. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOAUEJ LJUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JilRISDICTION:DUMP TRUCKS. SIDE. ENC AND BCTTDM DUMP, INCLUCING SEMI-TRUCKS AND TRAINS OR CCMBINATIUNS THEREOF:UVER 40 YARDS TO AND INCL. 55 YARDS GROUP 18 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 18.01 CCNSTR. :CVER 10 YCS. TO AND INCL. 12 YOS. GROUP 19 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 16.19 18.19 CUt.STR. :OVER 12 YOS. TO AND INCL. 16 YOS. GROUP 20 730-1563 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.35 18.35 CUNSTR. :OVFR 16 VOS. TO AMC INCL. 20 YOS. GKCUP 21 730-1570 TRANSIT-MIX USED EXCLU IVELY IN HEAVY I8.51 18.51 CONSTR.:UVER 20 VOS. CITY OF RENTON DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE 20 EM Y-R32320-44 PREVAILING MINIMUM HULRLV WAGE RATE JUKE 27. 1985 OCCUPATICN: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSCN, KING. KITSAP, KITTITAS. LEWIS. MASUN. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NCRTHERN BOUNCARV EXTENCEC JUE WEST TC TFE PACIFIC OCEANI. PIERCE. SKAGIT. SNOHOMISH. THURSTON, WHATCOM. YAKIMA AND THCSE PARTS OF TFE FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIO(AN: CHEL.AN AND DOUGLAS CCUNTIES. WAGE RATES UCLJPATICK OCCUPATION STATE FEDERAL CODE DESCRIPTICN RATE RATE GROUP 22 730-0400 ESCORT DRIVER 11.06 12.00 730-1020 PILOT CAP 11.06 12.00 GRCUP 23 730-0490 FLAT8EO TRUCK. SINGLE REAR AXLE -- 15.25 730-1010 PICK-UP TRUCK -- 15.25 GRCUP 24 T30-0810 MECHANIC HELPER 16.91 -- GRCUP 25 730-0800 MFCHANiC 11.50 -- T'THER 730-9370 FEDERAL:: 853 OF THE BASE BATE PLUS FULL FRINGE BEKEFITS MAY BE PAID ON THE FOL- LOWING KINDS OF PROJECTS: 11 MARINE TYPE PROJECTS IOOCKS. WHARFS, AND SIMILAR) MHICH HAVE A TOTAL VALUE LESS THAN AISC.000.00. 21 PROJECTS INVCLVIKG WORK Ch NCN-MARINE CITY CF RENTON DUVAL AVENUE NE SANITARY SEWER 5-101 PACE 21 HWY-R32321-AA PREVAILING MINIMUM HCLRLY WAGE RATES JUNE 27. 1985 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. :TRAYS HARDER. [SLAKE. JEFFERSCN. KING, KITSAP. KITTITAS. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BCUNCARY EXTENCEC DUE EST TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SNOHOMISH. IHURSICN. ►HATCGP. YAKIMA Ah0 THOSE PARTS OF THE FOLLCWING COUNTIES LYING WEST OF THE I20TH MERIDIAN: CHFLAN AND DOUGLAS COUNTIES. OTHER 730-9311 STRUCTURES (BUI.CINGS OR BRIOGES) WHICH HAVE A TCTAL VALUE OF AI.S(0.000.CG (EXCLUDING MECHANICAL. ELAECTRICAL. AND UTILITIES). 3) NON-PARENE PROJECTS WHERE NU BUILDING IS INCLUDED WHICH HAVE A VALUE LESS THAN $1.000.000.00 (SURFACING C PAV- 7f0-9311 ING INCLUDED. BUT UTILITIES EXCLUDEC). UTILITIES A.AF DEFINED AS: SANIIAhY 0 STUAM SEWAUE. AND FACILITIES FOR THE CELIVERY OF HATER. ELECTRICITY. GAS, AND COMMUNICATIONS 750-9715 STATE: FCR OCCUPATION TJC-0260 IN GROUP 17 ADD .IS A/HR. FOR EACH 10 YARD INCREMENT OVER 55 VAROS 730-9136 STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS OF B HOURS PER DAY CA 40 HLLRS PER WEEK. MON- DAY THROUGH FRIOAY, AND ALL WORK PERFORMED UN SATUROAYS SHALL BE PAID Al ONE AND UNE- HALF TIMES THE REGULAR RATE CF PAY.ALL NCRK PER- FORMED ON SUNUAYS AND HOLIDAYS SHALL BE PAID AT LCUBLE THE REGULAR FAZE OF PAY. CITY CF RENTON DUVAL AVENUE ',E SANITARY SEWER 5-381 PAGE 22 0 SCHEDULE OF PRICES DUVALL AVENUE N,E. SANITARY SEWER (Note; Unit prices for all item, all extensions and total amount of Did waist be al+ovr.. Shur unrt P.-ices in both words and figures end where conflict scours the write-^ or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Tn:t Prices to be written in Nerds DOLLARS CTS. DOLLARS CTS. SCHEDULE 01. J MOG::;tati on waP Bua Per Luap hue wcrd tl IFigvrrs= -- - -- 02. 1801 8' Sewer Pipe Linear Poo t Per lwlar loot 07. e; o' Sewer Pipe Linear Foot t Per Linear foot na, S Standard Manholes 48' Eacn t Per Each 06, Standard Manholes Sa' E a." t _ Je :8 Extra DaPth Manholes - :8' Y.F, t _ Per J7. 5 Extra Depth Manholes - Si' �.i 1 Per Y.F, VB. 8' Inu de Drop Connlctlo^ E ac^ II Per faen Pre SCHEDULE OF PRICES • DUVALL AVENUE N.E. SANITARY SEWER (Note; Unit Prime for a71 item, all recensions and tote. amount of hid must be shown. Show unit prices 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 i'n1t Prices tc he written in words DOLLARS CTS, DOLLARS CTS. BCNEBUIE ' 0 .1 B'+6' Tees E ace I Per Eacn —..c Mo.dsl �f iyuresl -- --- -� :0. 3000 Bank Run Braval for Ton Trench Backftll f Per Ton ll. 519 Pea Gravel for Ton Bmdding Material 1 PK Ton il• a Asphalt Concrete Pavement Ton Class 'B' 1 for Tan 13. 930 Asphalt Shoulder Treatment Square var, 1 Per Square Yard la. $Do S/B- Minus Crushed Rock for Ton Trench Sack4111, Shoulders and Top Course i Per Tan 1`. 0 Construction Staking Lump Sum Per Lung Bum 16, 0 T.V. Inspection Lump Sue / ►age - g SCHEDULE OF PRICES DUVALL AVENUE N.E. SANITARY SEWER (Note: Unit prices for all item, all extensions and total amount ct Did must be shown. Show unit prices in both words and frguvec and where conflict occurs the written or typed words shall p•evail.) ITEM APPROX. ITEM WITH UNIT PRICED BI❑ UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to he written rn Words DOLLARS CTS. DOLLARS CTS. SCHEDULE ' Subtotal Schedule f 8.1% Sales Ta. f Total Schedule t I I • Cltvof Renten Call ter Bld+ SEWER PROJECT K. S - 301 80 SEWER MAIN INSTALLA00N DUVALL AVE NE FROM NE 17th ST TO ME 23th ST Sealed bids will be received until 2:30 p.m Wad. August 14. 1985 at the City Clerk's office enu will be opened and publicly read In the 4th floor conference room, ceocn Municipal Building, 200 MITI Ave. South. NOTE: PRE-CUALIFLCBLIDN OF BIDDERS IS REOUIRED, To be consicered for bid award, all prospective bidders shell submit a pre-qualification submittal package to the City Clerk's office no later than 2.,30 pm. Men_ Aug 07_ 19AL The pre-qualification submittals will be reviewed by the Engineer ^nd t e City staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notitied by mall whether they nave been approved to submit a bid on this project. The work tc be performed within 45 working days from the date of commencement under this contract shall Includes, but not be limited to: Furnish and Install approximately 1600 lineal feet of 8w sanitary sewer main, together with all required appertenance•., the removal and sa h aqe of an existing sewage lift station, and complete restoration as set for1L in the design drawings and specifications The City reserves the right to reject any and/or all bids and to waive any and/or ail informalities. Approved plans and specifications and form of contract documents may be ctltlned at the Public Works Department office at the Reptop Municipal Building for a deposit of 1 35.00 each set plus S 5.110 to cover postage, If mailed. The deposit will be refunded upon return of the Plans and Spec lflcatlons In good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond In the amount of five percent (5S) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Viscriminatlon Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: July 19 d 26, 198; Dally Journal of Comarerce: July 17 Q 24. 1985 • CITY Of RENTON • 010 PROPOSAL AND SPECIFICATIONS 6* SEWERMAIN INSTALLATION COVALL AVE NE FROM NE 17th ST TO ME 23th ST SEWER PROJECT NO. S - 361 INDEX Summary of Fair Practices/Affirmative Action Program, Clty of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Suppiter/ref. EEO liCertificatlon of EEC Report mMlnority and Womens euslness Enterprise Participation *Certification of Bldder+s Affirmative Action Plan *Non-Col luslon Aff ldavlt *Certification re: Assignment of Antitrust Clalmc to Purchaser *Mlnlmum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Forr and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Hourly Minimum Wage Rates Special Prov Lsions Technical Provisions Catall Sheets/Standard Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-tars 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 Washingtcc 9BO55 • CITY OF RENTDN . Sever Prcject No. S - 381 8w Sewermain Installation Duvall Ave WE from, WE 17th ST to WE 23th ST SCOPE OF WU1 The work involved under the terms of this contract shall be the complete Installation, testing and restoration of a new 8-Inch diameter sevormain to remove an existing sewage lift station In Duvall Ave WE northeast from WE 17th St to WE 23th St as shown on the project plans and specifications. The work shall Include, but not be limited to excavatlon, backfill and compectlon and installation of approximately 18DC lineal feet of 8 Inch diameter severmaln. The work shall Include all manholes, tees, sldesewers, connection to existing satyrs, and the removal and salvage of the existing sewage lift station and wet well, and complete restoration of all surfaces and existing underground utlllties. All contractors participating in the work on this project shall comply with all Federal, State, County, and City codes cf regulations applicabel to such work and in conformance with the plans and specifications. OLIN OF BERM DUVALL AVE ME SEWED MAIN RE 177N BY TO ML. RCMO ST SEVER PRQUECT MD. S - 369 SPECIµ PROVISIONS 1-m�'3�P4JF511ATF.uS nESTORATd9M_�..P�' RLY._16LFPLEL€R?AL_s€C1.74N1 PRIVATE PROPERTY SUCH AS RANTS, SMR1BS. TREES, FENCES, AND ROOKERIES WITHIN THE PUBLIC RISNT-OP-WAY SMALL DE REMOVED ARE RESTOPH TL THE SATISFACTION OF THE FROPEWTY QMEP. IT SHALL SE THE CORTMCTOPS RESPONSIBILITY TO NCIIFY EAU, PROPERTY OWNER WHEN IT IS NECESSARY TO REMOVE SUCH IMPROVEMENTS TO FACILITATE THE CONTRACTORS PPOCILLES, AMC TO PEMOVL THOSE IWWVENENTS 10 LCUTTOMS REQUESTED BY THE PROPERTY OMER OR TO RESTORE THEN IN THEIR OPIG1Nµ I.OLATION 1N AS MEAD DPIGINµ CONTITION AS POSSIBILITY. SUCH ROIMµ AND RESTORATION SMALL BE CONSIDERED INCIDENTAL TL THE PROJECT AMC NO FURTHER COMPENSATION WILL BE IMOE. �'4F-PxEBz.EI_aL}LILc�LrRf.Nnd_OS}i!vE2.)4r5_t.BIWPl€�R1L11...5LT1QN1. R md"L am disposal of the aAleLrg .Irl"', .war lift station. set cell, end sanhoi.s ebe', be cone...... Incidental to 00 project and no eddllihnst patsar, shell bs made. t-q?.AI iyRH[pQErZ§Slff�1RFAI N? 3.-3$.k_A!12€N?.1R�LAgMENT_sF4T7Oki THE $10 ITEM "ASPHALT ENO.,LDER TREATMENT", PER SQUARE YAW SMALL BE FULL COMPENSATION FOR ALL MATERIAL AND LABOR REOUIRFD FOR BITUMINOUS SURFACE TREATMENT CLAS, 'B' APPLIEQ TO RCAVWAY SHCAILOERS, AND DRIVEWAY APPROACHES. AS SHOWN ON THE PUNS OR WORK CIRECTED PY THE ENGINEER. 7 Q2 GLUVERIE LWAPAV W AftFLm9KJ9J101 REMOVING AND RELAYING EXISTING CULVERTS WILL OF WNSIOERED INCIDENTAL TO THE FMUJECT APO NO FURTNEF COMPENSATION WILL BE MADE KEN CULVERT PIPE FOR MANHOLES IN THE DITCH SECTION, AS SHOWN OR THE DETAIL BOUND HEREIN, MILL BE CONSIDERED INCIDENTAL TO THE 611 PRICE OF THE MANHOLE, AS- OR 54" AND NC FURTHER PAYMENT SHALL O. RIDE. -+T MSFBS!!la 1&PRENENTA16FftI14N1 C.YA6. PFt P.V.C. esaer pipe shall conforW to A.S.T.M. D3RO4 esc.pt s. oths.T'Hs. y ,to.d. Rubber Insists for P.V.C. DIP. Mall confon to A.S.T.P. rLBSS, F,to.ng. Mall be of to* use. gtsnal and is.. As the pips. Ali eecar.noo, piecing of pipe. Ind b.cVh LLing *bell be done in accordance eith StAte of Wasb Ingtun Sefetl 6tend.rds for CdAet octwn Ma". Pert C of the latest edition. L-1Z.?.S8.M1NlRF • • To insure a Watertight connection between P.V.C. pipe and concrete ?wholes,, couplings or a rubber ring CC...Spending to a Seser ergo Mull be used Veto" otbanies ,pac,fl Wa. Thm unit prigs per LIf"r foot Shall Constitute WLeta poeP,awtion far Ott labor, "to r10 Er fittings, toolo,, and equipment necessary for Ito instaltation7 including excavation, boudingm b¢kfiLling, placing of pipe, .,it Sechw,catly tompirq the backf,Ll outer,*(. No further C."hormat1w oil( be ad,. '-il lL3PE-.PEP!?[�_1�P1P EI�I,,L.SELTtQNI Pip. bedding .alan.t for PVC pipe well be pieced t„ a depth of S" bet. the bottom of the pipe and extending up to S" Wov. crow on a1L pipes. The hand-pitcad bedding around the pipe and to a point B" mchea Wove pica? .halt be lout-teuped until is unyielding. The remeirlop backfiil Sh.LL be mechempelly teaerd e!th hand-owned "phoniest or proumetio twpall, to 95Y density. L-IL,9171!_S92vll-liia si!QGr�de_1P�SA t€M-4014N1 CONSTWCTION STAKING SNµt BE PROVIDED BY THE CONTRACTORS SURVEYOR AS PROVIDED IN SECTION OF THE SLIPLEWN74 SPECIFICATIONS. THE LASER METHOD OF ESTABLISHING LINE AMC GRACE MAY BE USED AS SPECIFIED 3NSE17ION OF THE SUPLEVe NTAL SPECIFICATIONS. 2_1,3111N_F_ige_§a1ZfBI'OSFtO�p_j¢g-PPLEM�MAl$1.4.�1ON1 TEEb'STUBSI Too. shall be installed antra ahimn on the p;.n, or ae directed by the Engf nae r. The unit bid price per each T.e Wall be consulate cospwwtion for sit labor, meterial, fittings and equipment necessary for coop Uts installation. The unit bid pnc. pen L.F. for S" .es.r pips ".it be owpintr 1.0...ent,w for Ail labor. Material" fittings 800 SCoipaent necessary per Complete Irttai L.tion; including excavation, bi-Od mg. beckhlL, placing pip., rwpv.l and reVtscesent o conc,*t. Curb., guitar.. dr,vw.ye. and sides.(k. No tun"Ling once, the curb,, guttere, aid"ALO o- .rtvmays WILL be frtL1 MU-IZd+—AY-WX-Lb74P1,NNFN7l1&1FTIPNI PAYMENT FOP PIPE INSTALLED SHALL OF MADE ON THE FOLLONING BCHEDULF ONLY: %tQ11JQN OF P7A._j!1&7A IS"O P1FQj11 PF_BJC. PP)V_.PA1P PIPE INSTALLED AM NOT TESTED. 80.0% PIPE INSTALLED AM TESTED. 90.03 PIPE INSTALLED, TESTED, TIE-INS AM SERVICES INSTALLED AM CLEAN- UP COMPLETED. 100.0% S,-388 Spac,.l Prov iron.. Peg. 2 x f SCHEDULE OF PRICES (rote: Unit Prime for all Item, all extensions and tot Did must be shown. Show unit prices in both word and where conflict occurs the written or typed wo. a• r —ITEM .SPPROX. ITEM WITH UNIT PRICED BID ITNIT NO. "'IANTITY ['nit Prices to be written in Words) DOLLARS l'TS. DOLLARS CTS. / Loop au ?,0d)0 o O /,• 3Z co $J blZ oc 1r: r ¢2:, n• �¢ ,SU(J 00 S000 00 /SU a� ¢ ZUO 00 1-' r•r s- �! 5"0G L"�,V�z 120 •n : -�_9• ' . SCHEDULE OF PRPRIS • s I f Ncte: Unit prices for all item, all extensions and total amunt of Lid must be shorn. Show unit prices in both words and fiquies and where conflict occurs the written o� typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY eunit Prices to be b'ritten in Words DOLLARS CIS. DOLLARS CTS. A . U'r f � 6 GU (OJ 00 00! OGG 00 C d..7. / {�T / . ; �✓- /NS/Y!/A^// 7noC sG LdG! eo 7 T , i IZI f$- �� • . .� .,,e,.� .�, �4�_, • S-381 - DUVALL AVENUE N.F. • 8" SEWER NAIN INSTALLATION From N.E. 17th St. to A.E. 23th St. PRE-OUALIFICATION August 7-_, 1985 t-02.1 PRE-QUALIFICATION OF BIUDERS (Replacement Section) "To be considered for bid award, all prospective bidder! shall sutmit a pre-qualification submittal package to the City Clerk's office by 2:30 p.m., Th- pre-qualification submittals will be reviewed by the Engineer and the City staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified both by letter and by addendum whether they have been approved to submit a bid on this project. The City shall have the right to take all action necessary in determin- ing the ability of the proposed bidder to perform the work satisfactori- ly. Refusal of the City to allow a potential bidder to submit a bid for this project will be final. The City may reject any bid that is submitted from a bidder that has not been pre-qualified." Contractors wishing to bid on the _. ..._ _._ _ .._-_._.__ - shall complete the following questionnaire and submit the information requested. 1. Name of applicant 2. Address of applicant (mailing) (street) 3. Applicant is an individual _; a partnership a corporation 4. If applicant is a corporation, state: a. State of Incorporation b. Name and address of _ registered agent y SP - IA c. Names and addr•sss of officers of the corporation and their length of employment with the corporation. 5. If applicant is an individual or a partnership, stat, the name and address of all owners. 6. Now many years experience has the applicant had in construction projects similar in nature and size to the 7. State the name and address of applicant's bank, including the branch and name of the individual in said bank to be contar d for financial reference. SP - 18 8. Is any litigation pending against the applicant? If so, give details: 9. Has the applicant, or any officer or partner thereof, failed to complete a contract? If so, give details: 10. The work to be undertaken for this project is considered sperialized; and prequalifiWion of bidders experienced in the specific type of work is required. Pre-qualification criteria is as follows: A. Contractor shall have successfully completed projects requiring reconstruction of existing public sewers where coot .nuous nance of service continuity is necessary. Provide specific detail on similar projects as follows: 1. Project name and location. 2. Cate of completion. 3. Name, title, address and telephone number of person (owner) to contact for verification. B. Contractor's pro-qualification statement shall clearly indicate conformance with the above criteria to be considered for this project. State whether experience indicated is for the prime contractor or a sub-contractor. If a sub-contractor is elected, to perform any of the tasks in the pre-qualification criteria, provide reference data; i.e, name, address, telephone number and contact person. Contractor may not change pre-qualified sub-contractors without written permission of the City. SP - lc The undersigned represents and warrants, "under the penalty of perjury" that the foregoing information is true and accurate tr, the best of his knowledge. Signature of applicant (Title) Dated Sp - 10 e NMV—R i2110—AA PREVAILING MINIMUM "CURLY WAGE RATES DUNE 27, 1985 OCCUPATION: FLAGGERS LOCATION: CHF.LAN, CLALLAP. DUUGLAS. GRAYS HARBOR, ISLAND, JEFFERSON. KING, KIISAP, KITTITAS. LEWIS. MASON, PACIFIC, PIERCE, SKAGIT, SNUHUMISH. THURSTUN, WHATCUM AND YAKIMA CUUNTIFS. FRINGE BENEFITS TOTAL NUURLV BENEFITS 3.43 t/HR. STATE WAGE k4TFS UCCUPATIOo OCCUPATICN STATE FEUERAL CODE DESCRIPTION RATF RATF 260-0010 FLAGGER 10. 78 -- CITY CF PENTON UUVAL AVENUE NE SANITARY SEMEN S-1B1 PAGE I 0 NWY-R32320-AA PRFVAILINC MINIMUM HOLRLY WAGE RATES JUAF it. 1905 OCCUPATION( LABORERS 1SkWEW 6 WATER LINE (,CNSTRUCTICNI 10CkTIIIN. 1ASONI.HPACCRAYS IF If. INCRiI H,C, WAHKIAKUMT COUNITY NURTNERNT BOUNOARVIS• F[TENULO 011E WE Si I THk PACIFIC MEAN), PIERCE. SKAGI I• SNUHCMISH. THURSICN ANL WHATCCM COUNTIES. FRINGE RENEFIIS 1.75 ►/w . STATE HEALTH AND MkLFANF 1.55 $/HR. STATE PENSION TATE 3.43 A/HR. TATE iTOTAL HO URIY Bf Nkf ITS FEDERAL 3.31 I/HR . I&TA► IRAINING FUND S WAGE RATES IiCCUP AT ION SLATE FEDERAL t AI CCCUPAT ION DESCRIPTION RAZE R RATE CODE II.RO 13.60 360-O0IO GFNERAI LABUKIR 14.26 14.20 160-00:0 PI Pf E AY ER 14.14 14.14 160-0010 MPNAN CITY of RENTON OUVAL AVENUk NE SANITARY SFWER 5-391 PAGE 2 AWY-R)2)20-AA PREVAILIKG MINIMUM HCURLY WAGE RATES JUMF 2f• 1985 UCCUPATIONI POWFR EQUIPMENT OPERATORS ISE1.ER E WATER CONSTRUCTION) LOC.AT ION: CHELAN. CLALLAM. DOUGLAS IIHAI PCRIION WHILH LIES WEST OF THT 1201E MERIDIAN), GRAYS HARBOR. ISl ANO. JFfFERSUN. KING. KITSAP, KITTIIAS. LEWIS. MASOA, PACIFIC INCRTH DF A STRAIGHT LINE fRJM TIIE SfiUTNCRN BCUNDARY Of LFWIS COUNTY EATFNUFO WEST TO THE PACIFIC CLEAN) PIERLE, SKAGIT• SNOHUMISH. THURSTUN, WHATCGW AND CAKIMA COUNTIES. FRINGE AFNF.FITS HEALTH ANU WELFARE 1.95 l/IV1 . STATE PENSION 2.00 A/HR. STATE TOTAL HOURLY RFNEFIIS 4.01 A/NN. FEDERAL TRAINING FUND .21 S/MR. STATE WAGF RATFS !KLUPATIOK CCCUPATIUN STATF FEDERAL CURE DESCRIPTIUN RATE RATE (.RLUP I 580-0040 BACK FILLER 16.97 16.92 590-00)4) BACKHP( II90 CASE TYPE ANU LAKGFR WI IN Lb.92 16.97 All ALNMFNTSI 56d-0100 CLAM 16.92 16.42 500-0120 LRANF 16.91 16.42 580-0130 CIICHING MACHINE 16.97 16.97 580-050 O02FK TALL CAT, TYPE. D-) ANC LARGERI 16.92 16.47 %RO-LINO ORAGLINE 16.47 16.47 500-0190 fROKT-ENO LOADER IIYOS. AND OVER) 16.92 16.92 SBJ-0710 MECHANIC 16.97 16.92 5RU-0270 MECHANIC WELOFR 16.97 16.92 SRJ-0240 MUTCR GRADEA 16.92 16.42 500-03IC SCR EU 16.92 16.92 500-07 40 SHUVFI. Il YOS. 4NC UNDER) 16.92 16.92 5R0-U)SO SIUl Bf1CM (ALL CAI. IVPF U-1 AND LARGER) 16.92 16.42 GROUP 7 580-0020 NACKHOF 1660 CASE TYPE AND SMALLER WITH 16.425 16.425 AIIACHMENTSI 580-0050 RENDING MACHINE 16.425 16.425 500-0060 BDfM TRUCK ISIATICHARY ) 16.425 ib. •25 CITY DF RFNION OUVAL AVENUE NT SANI 'ARY SEWER %-)R1 PAGE HMY-R32320•-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 21. MIS OLCUP4TIDN1 POWER EOUIP14ENI OPERATORS (SEWER I. WATER CONSTRUCTION) LOCATICNI 041AN. CLALLAM. COUGLAS ITHA1 PORTION wHICP LIES WEST O> THE 120114 MER101AN). GRAYS HANSOM . ISIANG. JEFFERSON. KING. KITSAP. KITIIIAS. LCMIS. PASUN, PACIFIC INURT4 Of A SIRAIGHT LINE FRUP THE SOUTHERN RLUNOAKY Cf LEWIS LCUNIY EXTENOEC WEST 1O THE PACIFIC GCEANI PIERCE. SKAGI I. SNOHOMISH. THURSTON. %H►TCL'P AND YAKIMA CCUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CURE DESCRIPTICN RATE RATE GROUP 2 SRO-0010 %LIVING MACHINE lb.42S 16.%IS $80-0000 CO%PACTORS 16.425 16.425 580-0140 DOTER TANV TYPE SMALLER THAN CAT U-11 16.425 16.47'i S8U-0ITO DRILLS (I.ERCI fYPEI 1e.425 16.475 580-0140 fRLNI-ENJ LCAUFA (UNDER 2 YC.1 16.425 16.475 5RO-0200 GIN TRUCK 16.425 16.475 SdO-02)0 MECHANICAL GREASER I1.ANG1 GREASE TRUCKI 16.425 IE.•15 SSO-0710 PAVING MACHINES 16.415 16.475 580-0280 POT FIREMAN IENGIAE LIPFRAIFO ABOVE 3 BRI.A I6.475 16.475 580-0300 PULLERS 16.425 16.415 1,80-0t7U SER WE PLOW 16.42S 16.427 %80-0340 .10t OAKUM ZANY TYPE SMALLER THAN (,AT 0-u 16.421, 16.475 580-0160 TRACTAIR 16.425 16.425 500-0380 WELL POINT SYSTEM Ie..425 16.4?5 GROUP 3 58U-0010 AIR CGMPRESSpp0 14.46 14.46 580-OORU CNAIN IYPF OUCHES (01 TLH WI ICHA 14.46 14.46 540-0110 CVNLRFTE SAW 14.46 14.46 560-026C Uil-GRLASER 14.46 14.4h 58I1-0?50 OILPR 14.46 14.46 SOO-0700 PUMP 14.46 14.46 SOO-0310 WELUING MACHINE 14.46 1-4.46 CITY OF RENTON DUVAL AVENUE NE SANITARY SEWER S-361 PAGE S HWY-0I2370-AA PRLVAILING MINIMUM HOURL\ WAGE RATES JUNE 21. 199S OCCUPA TIONt POWER FOUI/ ENT OPLRATCRS 1 SEWER C WATER CUN$IRUC11DN1 LOT AT CNI THE LAN, CLALLAM. CU+I:/AS (THAT PORI ION WHICF LIES WEST OF THE 120Tt MERIDIANI. GRl' S HARBOR. ISLAND. JEFFERSON, KING. KLTSAP. KITIIIAS, LEWIS. MAS96. PACIFIC INIIRTH OF A SIRW..Ht LINE FRAM THE SCIUTHERN RCUNCARY CF LEWIS COUNTY EXTENDED WEST 10 THE PACIFIC OCEAN( PILRCE. SKAGIT, SNOHOMISH. THURSTON. WHATCLM ANU YAKIPA CCUNTIFS. O tHFA S90-9410 STATEt OVERTIME-ALL WORK PERFORMEU IN EXCESS CF B HOURS CEK DAY OR 40 HOURS PER MEEK AND ALL %0AK PERFORMED UN SAIURDAYS (EXCEPT MAKE- ,)o CAYSI AMC SUNDAYS SHALL nE PAIn AT ONE AND rNE-NALF TIMES THE REGULAR RATE OF PAY. ALL MURK PERFORMED UN HI^LIOAYS SHALL NE PAIL) At ODUBLE THE REGULAR RATE Of PAY. CITY Cr RFNTON DUVAL AVENUE NE SANITARY SEWER S-TRI PAGE 6 HWV-R12320-AA PREVAILING 14ININUM HOURLY WAGE RATES JUNE 27. 1985 OCWPA11UNi SURVEYCRS LOLAIIONt CLALLAM, GRAYS HARBOR. ISLAND. JEFFFRSON. KIN(,. KITSAP. LEWIS. MASON. PACIFIC. PIERCE. SKAGIT. SNUHUMISH, THURSTON ANU WHATCOM COUNTIES. FRINGE BENEF'TS t CT4l HOURLY PLNEFIT - PARTY CHIEF 1.50 $/HR. STATE TOTAL H01,RLY BENEFII - INSIRUMENt 1.00 $/HR. STATE PERSON TOTAL HCLRLY BENEFIT - CHAIN PERSCh .70 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 120-0010 CHAIN PERSON 8.25 -- 720-004d INSIAUMCNT PERSON IJUNICR EhGINFERI 11.00 -- 720-0010 PARTY LHIEF IASSISTANI ENGINEERI 11.50 -- CITY OT RENTON UIIVAL AVENUE NE SANITAWY SEWER S- TBI PAGE l3 HWY-0323?O-AA PREVAILING MINIMUM HOURLY MAGF RAILS JUNE 27. 199S UCLUPATION1 IEAMSII.RS LOC AI ION: CL ALLAM. GRAYS HARBOR. ISLANU. JEFF ERSON. KING. RI TSAP. KITH TAS. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM L.OUNIY NORTHERN •1 VUARY EXTENCEO OUE ►EST TO THE PACIFIL OCEAN), PIERCE. SKAGIT• 4MISH. THURSTON. WHAICOM. YAKIMA AND THCSF PARTS Of IIIF . SWING COUNTIES LYING WEST OF THE 12OTH MERIDIANI CHELAN AND -AS COUNTIES. FRINGE Rt Nf FITS HEAL', AND WELFARE 1.89 1/HR. STATE PENC-,iy 1.75 1/HR. STATF T11T4) HOURLY BENEFITS 3.64 1/HR . FEDERAL 7RA h-'ING FUND .UO FEDERAL WAGE R^ :i UCCUPATICN CCCUPATION STATE FEOERAL CODE OESCRIPTICN RATE RATE GROUP l 130-0690 LEVERMAN AND LOACERS AT BUNKERS AND 17.06 11.06 BATCH PLANTS 730-1200 SWAMPER IT.Ot 17.06 710-1810 WAREHOUSEMAN AMU CHECKERS 17.06 17.06 GROUP 2 730-1300 TFAM DRIVER 17.11 17.11 GROUP I 730-U110 BULL IIFTS, OR SIMILAR FGUIPMLNT USED IN 17. 1t 17. 16 LOADING 09 UNLOADING TRUCKS, IRANSPURTING MATERIALS ON JUB SI IFS:WAREHOUSING 730-0140 PUS OR EMPLCYLEHAUL 17. 16 17 16 CITY OF AFNTON DUVAL AVENUE NE SANITARY SEWER S-361 PAGE 14 NWY-R32320-AA PREVAILING MINIMUM HOURLY W4GE RATES JUNE 27. 1985 OCLUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSCN. KING, KIISAP. KIT7ITAS. LEWIS, MASON. PACIFIC INIIRTH CF THE WANK14KUM COUNTY NCPTHERN 00UKLARY EXIENCEC DUE WEST TC TFE PACIFIC OCEAN), PIERCE. SKAGIT. SN0HL141SH. THURSTCN. 4HATC0M. YAKIMA AND THCSF PARTS (IF TI-E FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIOIANt LHELAN ANU DOUGLAS CCUNTILS. WAGE RATES UCCUPATICN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 730-0200 DUMPSTERS, AND SIMILAR FCUIPMENT:TCURNO- 17.16 I1.16 ROCKERS, TOURNOWAGON. TCLPNCTR4ILER. LAT U► SERIES. TERRA COBRA, IFTCURNE►U. WESTINGHOUSE ATHEY WAGON. EUCl10. TWC AND FUUR-WHFCLIC POWER TRACTOR WIN TRAILER ANU SIMILAR TOP- LOACEU EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SLUE. END AN0 BGl10M UUMP, INCLUDING SFMI-/RUCKS ANU TRAINS LR C0MBINATIONS THERFDF :UP TJ AND INCLUDING S YARDS 13U-0460 FLANFRTY SPREADER tT.16 I1.t6 710-0610 FUEL TRUCK. URFASF TRACK. GREASER. BATTERY 17. 16 17.16 SERVIfL MAN AND/UR TIRE SERVICE MAN 730-1100 SLISS(lRS TRUCK t7.16 17.16 130-1350 TRACTOR. SMALL RUFRER-TIRED (WHEN USFU WITHIN 11.16 17.16 TE'MSTER JURISDICTION) 710-1750 VACUUM TRUCK 17.16 11. 16 730-2000 WATER WAGON ANU TANK TRUCK: UP TO 1600 i7.16 t1.16 ':ALLCNS 130-720U WINCH TRUCK: SINGLE NEAR AXLE 11.1E 17.16 730-2270 WRECKER. l0► TRUCK AND SIMILAR EQUIPMENT 17.16 17.t6 GROUP 4 130-0500 FLATBED (PUCK. OUAt REAR AXLE 17.21 11.21 GROUP 5 130-00110 BUGGYMOBILE AND SIMILAR 17.33 17.31 CITY OF RENTON DUVAL AVENUE NE SANIIARV SEWER S-3B1 PAGE 15 HWY-KJ2320-AA PREVAILING MINIMUM HIIURLV WAGE RATES JUNE 21, ISSS UCCUPATI.)N: tEAMSTERS LUC AT ION: CLALLAP. GRAYS HARBOR. ISLAND. JEFFERSON, KING. KIISAP. 91711TAS. LFWIS. PASUN. PACIFIC INCRTH CF THE WAPIIAKUM COUNTY NORTHERN BOUNOARV EKTENUED DUE NFST TO THE PACIFIC nCFANI. PIERCE. SKAGIT. SNOHCMISE. IHUPSTCN♦ WHATLOM. YAKIMA A140 T140SF PARTS UI THE FOLICWING COUNTIES LYING WESI CF THE 120TH MEPIOIAN: CHELAN AM) JO UGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE OE SCR IPT I ON RATE RATF GROUP 5 710-061C HYSTER OPERATORS tHAULING RVLK LOOSE 11.41 11.31 WGGREGATESI 730-11V0 SIRAUULF CARRIER (PCSS. EYSTER AND SIMILARI 11.31 17.31 .SU-2010 WATER WAGON ANU TANK TRUCK: 16OU GALLONS 11.31 17.33 TV 3000 GALLCNS GROUP 6 130-1500 TRANSIt-Mix. 9 TO ANU INCLUDING 4.5 YOS. 17.31 17.37 GROUP T 730-021C DUMPSILRS. ANTI SIPILAR CCUTPPt NT:TCIIRNC- 11.30 17.38 ROCKERS. TOURNOWAGON. tOUR NOTRAILER. CAT nW SERIFS. TERRA CURPA. LifEURNEAU. WEST INGHUUSF ATHFY *AGUN. EUCIID. IWC AND FOUR-WNEELEC PCWFR TPACTCR WTH TRAILER AND SIMILAR TOP- IOAUEU EQUIPMENT IRANSPCRTING MATERIAL ANO PERFORMING WORK IN IEAMSIIR JURISOILTICKMAMP IRUCK$. SlOt. ENO ANO BOTTOM UUMP. INCLUDING SEMI-TRUCKS AND TRAINS IN COMRINATIONS THEREOF:OV'FR 5 YARDS TO AND INCL. 12 YARDS 730-0410 EKPIGSIVE TRUCK (FIELD PIKI AND SIMILAR 11.3P 17.39 EQUIPMENT TIU-01►0 LOWREO ANO EEAVY DUTY TRAILER: U40ER SO 11.3R 11.314 TONS GROSS ilO-J910 OIL OISTRIMUtOR GRIVFR (PCAOT 17.38 17.38 1JO-1140 SLURRY TRUCK DRIVER 11. 30 17.38 130-1160 SNU-GU AND SIMILAF EQUIPMFNT 17.30 11.18 730-2210 WINCH TRUCK: DUAL REAR AALF 17.3R 17.38 CITY OF RENTON DUVAL AVENUE NE SANITARY SEWER S-3B1 PAGE 16 HMV-R1212J-AA PREVAILING MINIMUM HCLALY WAGE RATES JUNE 21. 1985 OCCUPATIUN: TEAMSIERS LUC AT I ON: LL-ALIAM. GRAYS HARBCR, ISLANC. JEFFERSON, KING. KITSAP. KITTITAS. LEWIS. MASON. PACIFIC (NURTH EF THE WAHKIAKUM CUUNTY NCRTHERN aDUNCARV TKTENCFC DUE WFST TO THE PACIFIC IICFANI. PIERCE. SK►GIT. SNOHOMISH. THUHSIUN. WMATCUM, YAKIMA AND THESE PARIS OF TFF FOLLCWING CUUNTIES LYING WEST OF THE 120TH PERIOIAN: CHELAN AND OOUGLAS CCUNTIES. WAGE RATES UCLUPA71ON OCCUPATION STATE FEDERAL C JOE DESCRIFTICN RATE RATE GROUP 8 710-0220 DUNPSILRS. AND SIMILAR ECUIPI(LNT:TUURNO- I1.4♦ 17.44 ROCKERS. TULRNCWAGUN. TGURNCTRAILER. CAT DW SFRIFS, TERRA COBRA, LETLURNEAU. WFSTINGHOUSF AIHEY WAGU4, EUCLIO. IWL AND FAIR-WHt ELfC POWER TRACTOR NTH IRAILFP AND SIMILAR TOP- LOAUCU FJUIPMFNT TRANSPUPTING MATERIAL AND PERFOhMING WORK Ih IFAMSTFR JIIRISCICTION:(LIMP TRULKS: SIDE. END AND 601TDM DUMP, INCLUDING SEMI� IRUCKS AND TRAINS OR CUMOINATIIINS 1HCRELf :LVER 11 YARDS TC AND INCL. 16 YARUS GNUUP 9 Ti0-0100 BULK CEMFNI TANKER 11.45 11.49 710-0210 DUMPSTLRS. AND SIMILAR ECUIPMFNT: TCURNC- 17.49 17.49 ROCKERS. TCURNUWACIIN, IOURNOTRAILER. CAT DW SkRIFS. TCRPA COSPA. LETCl1RNFAU. WFSIINGHOUSE ATHEV WAGON. EUCLID. IWU AND FOUR-WHETLE0 POWER TRACTOR WTk TRAILER AND SI411AR TUP- LOADED ECLIPMFNT 1RANSPURIING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICtICN:DUMP TRUCKS. SIDE. INC AND 007104 DUMP, INCLOOING SFMI-IRUCKS AND TRAINS LR (.CMMINATIUNS THERFIIF :OVFR 16 YARDS ID AND INCL. 20 YARDS TAO-2015 WATER WAGON AND TAKK TRUCK: EVER 1000 GALLUNS 17.49 11.44 GROUP 10 CITY CF RENTON DUVAL AVENUE NE SANITARY SEWER S-381 PAGE 17 HWV-P32320-A► PREVAILING MINIMUM HOLPLY WAGE RATES JUKE 27. 1965 OLCUPATION: TEAMSTERS LOLAII0N: LLALLAM. GRAYS HARBOR, ISLAND. JEFFERSEN. KING. KITSAP. KITTITAS. LEWIS. MASON. PACIFIC (NORTH Of THE WAH: IAKUM COUNTY NORTHERN ROUNCAPV FXTENGEC DUE WE:Y TC IHE PACIFIC OCEAN). PIERCE. SKAGIT. SNUHCMISH. THURSICN• WHATCOM. YdKIMA AND THCSE PARTS OF THE FOLLOWING COUNTIES LVIN6 WEST Of THE 120TH NERIOIANI CHELAN AND DOUGLAS CUUNT:ES. WAGE RATES UCCUPATIOK CCCUPATION STATE FEDERAL CODE DESLRIPTICN RATE RATE GROUP 10 730-0120 RULL L'FTS, CR SIMILARY EQUIPMENT USED IN 17.51 11.51 LOADING OR UNLOADING TRUCKS. TRANSPORTING MAITPIALS Of, JOB SITES:OTHER THAN WAREHOUSING GROUP 11 73J-ISIO TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 11.54 17.54 CONSTR. (EVER A VCS. TC AND INCL. 6 YOS.1 GROUP 12 730-0010 A-FRAME OR HYORAI ITT TRUCKS OR SIMILAR 17.64 17.64 EQUIPMENT WHEN A-f RAME Of HYDRALIFT OR SIMILAR EQUIPMENT IS IN LSE GROUP 13 130-U740 DUMPSIERS, AND SIMILAR EQUIPMENT:TIURNC- 17.66 17.66 ROCKFRS. TCUPNOWAGUN, TOURNOTRAILER, CAT OW SERIES. TERRA COBRA. LEICURKEAU. WESTINGHOUSE ATHCY WAGON, EUCLID, TWO AND FOUR-WHEELEO POWER TRACTOR WTI- TMAILER AND SIMILAR TOP- LUAOFU ECLIFMENT TRANSPORTING MATERIAL AND PFRFCPMING WORK IN TEAMSTER JURISOICTICN:DUMP TRUCKS. SIDE. ENC AND BOITOM DUMP. INLLUOINk. SEMI-IRUCKS AND TRAINS CR CCMBIKATIUNS IHFREIS:UVFR 20 YAPUS TU AND INCL. 30 YARDS 730-0720 LUMPED ANC HEAVY CUIY TRAILER: OVER 50 IONS 17.66 11.66 GROSS TO AND INCLLUING ICU IONS GROSS CITY Cf RENTON DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE l8 • 0 HWY-R32320-AA PREVAILING MINIm,lM MCLRLV WAGE RATES JUKE 27, 1985 UCCUPATION: TEAMSTERS LUCAIION: C.LALLAM. GRAYS HARBOR. ISLAND, JEFFERSCN. KING, KITSAP, KITTITAS. LEWIS. MASON. PACIFIC INURIH Cr THE WAHKIAKUM COUNTY NGRTHERN RUUNCARV EXTENCEC DOE NEST TC THE PACIFIC ICEANI. PIERCE. SK4GIf. SNUHUMI$H. THURSIGN. WHATCOM, YAKIMA AND THCSE PARTS OF THE FOLLCWINC LOUNTIES LYING NEST OF THE 120TH MERIUTAN: CHELAN AND DOUGLAS CGUNTIES. WAGE RATES OCCUPATION OCCUPAIION CODE DL SCRIPTICM1 STATE FEDERAL RATE RATE GROUP 14 130-.520 TRANSIT-MIX USEU EXCLUSIVELY IN HEAVY C ONSTk.:OVER 6 YDS. TO AKU INCL. R YUS. 17.7C 17.7C GROUP IS 710-0250 UUMPSIERS, AND SIMILAR ECUIPMPNT:TOURNU- ROCKERS. TOURNOWAGON. TOLRNUTRAILEk. CAT OW I7.82 17.82 SERIES. TERRA CUBRA, LE71URNEAU, WESTINGHIKJSE ATHLY WAGON, EUCLID, 1WU AND FUUR-WHFLL'0 POWER IRACIUR WTH TRAILER AND SIMILAR TOP- LCACEU EGUIFMFNT TRANSPORTING MATERIAL AND PERFORMING I.OI/K IK TEAMSTER JURISUICTION:DUMI TRUCKS. SIDE. ENO AND BOTTOM DUMP. INCLUDING SEMI-TRUCXS AND TRAINS CP CUMRINATIONS TfIERF(i �• I Y T 40 730-07J0 LOWBFD AND EFAVY DUTY TRAILER: OVER too TENS GROSS 17.82 17.82 GROUP 16 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CUNSTR. :OVER a YDS. 70 AKU INCL. to YDS. 17.8f 17.Bb CITY LF RENTON UUVAL AVENUE NE SANITARY SEWER S-381 PAGE 19 • HWY—R32329,1-4A PREVAILING MINIMUM NCURIY WAGE RATES JUNE 21. 1985 OCCUPATION: TEAMSTERS LOCATION: C.LALtAP. GRAYS HARBOR. ISLANC, JEFFERSON, KING. KITSAP. KITTITAS. LEWIS. MASON, PACIFIC (NORTH CF THE WAHKIAKUM COUNTY NORTHFRN BOUNCARY FXTENOFC UUE WFSI TO THE PACIFIC OCEANI. PIERCE. SKAGIT. SNOHCMISH. THURSTCN, WHATCOM. YAKIMA AND THOSE PARIS OF THE Ft1LLCWING CUULTtES LYIN: WESt OF THE 120TH PERIUTAN: CHELAN AND UOUGLAS COUNTIES. WAGE RAZES OCCUPATION OCCUPATION STATE FEDERAL LOGE DESCRIPTION RATE RATE GROUP 11 730-0260 OUMPSTERS, AND SIMILAR EOUIPMENT)TOURNO— 17.98 17.96 R009RS, TCURNOWArON. TCURNCTRAILER, CAT UW SERIES, TERRA CUBNA. IETLURNEAU. WESIINGHOUSF ATHEY "GUN, EUCLID, THC AND FOUR—WHEELED POWER TRACTCR WtH TRAILED AND SIMILAR TOP— LOAUEJ EJUIP14ENT TRA:e SPURTING MATERIAL AND PERFORMING WORK IN 1,AMSTER JURISOICTION)DUMP TRUCKS, SIDE, ENC AND BCTTOM DUMP, INCLUDING SFNI—TRUCKS AND TRAINS OR C.OMBINATIUNS THEREUF:OVER 40 YARDS TO AND INCL. 55 YARDS CROUP 18 730-1540 TRANSII—MIX USED EXCLUSIVELY IN HEAVY 18.03 16.01 CONSTR.:UVER IO YCS. TO AND INCL. 12 YOS. GROUP 19 730-1550 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.19 18.19 CONSTR. :OVER 12 YOS. TO AND INCL. 16 YOS. GROUP 20 130—IS60 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.35 18.35 CUNSTR.)UVER l6 VOS. TO AND INCL. 20 VDS. GRCUP 21 730-1570 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.51 18.51 CONSTR.:UVER 20 VDS. CITY OF RENTON DUVAL AVENUE NE SANITARY SEWER S—38I PAGE 20 HWV-R32320-AA PREVAILING MINIMUM HULRLV WAGE RATES JUNE 21, 1985 OCCUPATION: TEAMSTERS LOCATID4: C.LAI,LAM. GRAYS HARBOR. ISLAND, JEFFFRSCN, KING. KITSAP. KITIIIAS. LEWIS. MASUN. PACIFIC (NORTH OF THE WA14KIAKU14 COUNTY NORTHERN BOUNCARV EK TENCEO OUE WEST TO TFE PACIFIC OCEAN). PIERCE. SKAGIT. SNUHUMISH. THURSTON. WHAlCOM. YAKIMA AND THOSE PARTS OF IHE FOIICWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE OESLRIPTICN RATE RAtF GRUUP 72 730-0400 ESCORT DRIVER 17.06 12.00 73U-1020 PILOT LAR 1-1.06 i2.OU GROUP 23 730-0490 FLAIREO TRUCK, SINULE REAR AXLE -- 15.25 730-1010 PICK-UP TRUCK -- 15.25 GROUP 24 730-0610 MECHANIC HELPER 16.91 -- GROUP 25 730-0600 MECHANIC 1f.50 -- OTHER 130-9370 FEDERAL:: 851 OF THE WE RATE PLUS FULL FRINGE BENEFITS MAY 8E PAID ON THE FOL- LOWING KINDS OF PROJECTS: O IMAKINE TYPE PROJECTS (DUCKS. WHARFS. ANO SIMILAR) WHICH HAVE A TOTAL VALUE LESS THAN L:50.000.00. 21 PROJECTS INVOLVIAG WORK ON NON-MARINE CITY OF RENTON DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE ?1 HWY-R32120-AA PREVAILING MINIMUM HCtRLY WAGE RATFS JUNE 27, 1985 CK.CUPAT ION: 1 EAMST FkS LOCAII UNi CIALLAM, GRAYS HARBCR. ISLAND. JEFFERSON, KING. KITSAP, KITTY TAS. LEWIS. MASON, PACIFIC (NORYH GF IMF WAHKIAKUM CUUNIY NORTHERN AnUNCARY EXTENGEG DUE WEST TO fHE PACIFIC OCFANI. PIERCE, SKAGIT. SNGNCiMISH, THURSYCN. NHATEUM, VAKIMA ANU ifICSE PARIS OF TFf 1"Mi Ck ING bUUNTIES LYING NEST OF THE I20TH PERIUTAN: CHETAH AND ULJGLAS COUNTIES. OTHER 710-9371 StRUCTURFS IBUILCINGS UR BRIDGESI NHICH HAVE A IC1At VALUE Of '1.5C0.000.CO If XCLUOING PECHANICAL. ELAECTMICAL. ANU UTILItIES1. 3) NCN-MARINE PROJECTS WHERE NU BUILDING, IS INCLUDED WHICH HAVE A VALUE LESS THAN '1.0001000.00 (SURFACING 6 PAV- fi0-9312 ING INCLUUEU, BUT UTILITIES EXCLUDED). Ut Il1YtES ARE O(FINEO AS: SANITARY Y. S1URM CEMAGL, ANU FACILITIFS FOP THE CEIIVERY 0) WARP, ELECTRICITY. GAS, AND CUMMUNICAIICINS 1)0-9735 STATE: fCk CLCUPAT)CN 11C-0260 IN GROUP 17 A410 .IS 1040. FOR CACH 10 YARD INCk;MFNT OVER 55 YARDS 730-9F36 STATE: OVfRTIMF.ACC WORK PER OMMFD IN fXCt SS OF N HOURS PER DAY OR '0 HULRS PER WEI K. MUN- DAY THROUGH 1-1010AY, AND ALL WORK PEkFUAMEI) UN SATURUAY, L RF PAID At MY AND GNF- HALF TIMES 'AR RATE Cl PAY.ALI WINK PfR- fURMFO G. YS AND HOLIDAYS SHAf.I BF PAID AC GCtUNIe REGULAR NAIL OF PAY. CITY CF RENTON DUVAL AVENUE NE SANITARY SEVER 5-181 PAGE 22 Re-run _ 0 JOB ORDER • Offset _ Neu form Copier _ Dept. Phone + Ordered By Date In Due OCANTITSIZE DESCRIPTION (color i type p LUper,F&B,carbon/es,exr . �_ Artwork: proof Press: Ink: initial ON as :e 1 side Black 'Ll La '-out needed 2 sides Q Color Q Final Oh perforate Q _ punch = number Q Bindery: _ Trim to tinish sire s _ Fold Pad Fan-apart There-a-bind (hot glue) _ Staple _ Spiral Bind Acco fastener Special Instructions: AWARGEDtract NO 1. TO 1000 uTLrTv ENG*EBW4c BID PROPOSAL AND SPECIFICATIONS FOR SEWER P'?OJECT NO. 381 I8" SANITARY SEWER INSTALLATION DUVALL AVE. N.E. FROM N.E. ? 7th ST. TO N.E 25th ST- UtY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL IUILDIN(,, 200 MRL AVf 5 of NTON, WASH. 98,.55 • (206)Z35 2631 • CITY OF RENTON • BID PROPOSAL AW SPECIFICATIONS 8- SEWERMAIN INSTALLATION DUVALL AVE NE FROM HE 171h ST TO NE 25th ST SEWER PROJECT NO. S - 581 INM Summary cf Fair Prac'lces/Affirmative Action Program, City of Renton Scope of Mork Vicinity Map Instructions to bidder Call for Bids 'Certification by iroposed Cor tractor/Subcontractor/Supp II or/re f. EEO ItCertlfication of EEO Report *Minorl y and Wcaens Business Enterprise Participation *Certification of Bidder's Affirmative Act on Plan 'Non-Collusion Affidavit *Certification to; Assignment of Antitrust Claims to Purchaser »Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sampie Form and Instructions Nourly Minimum Wage Rates Environmental Regulation Listing 'lour I Min lmum Wage Rates Spec lei Provisions Technical Provisions Detail Sheets/Star:dard Documents market * above must be executed by the Conirac tor, President and Vice-President or Secretary if corporation by-laws permit. All pages mu-t 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 CIS RENTON Sewor Project No. S - 381 On Sewermain Installation Duvall Ave NE from NE 17th ST to NE 23th ST SCOPE OF wow The work Involved under the terms of this contract shall be the complete Installation, testing and restoration of a new 8-Inch dlemeter sewermaln to remove an existing sewage Ilft siatlon In Duvall Ave NE northeast from NE 17th St to NE 23th Si as shown on the project plans and specifications. The work shall Include, but not be limited to excavation, backflll and compaction and Installation of approximately 1800 lineal feet of 8 Inch dlemeter sewermain. The work shall include all manholes, tees, sldesewers, connection to existing sewers, and the removal and salvage of the existing sewage Iift station and wet well, and 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 cf regulations appllcabel to such work and In conformance wltb the plans and spec ficatlons. t w w� •1 it 1 , 1 1 « i 111 1 1 . r , _ I 1 1 _ ' Al 1 ; SKMU M1UY,15 _ \ ' [lf M{w1W S(WOl ftt 1 � t `y:� � • SATE !Y 1. 7;__ L • 1 t f CITY OF RENTON n.wt w[Rr 01 •u wiic wow' s �., � Lk/rALL rdYE Nc" E 1771/SZ 70 NE Z5R0 57 Imr e, CItq of Renton Call for Bids • SEWER PROJECT NO. S - 381 6- SEWER MAIN INSTALLATION DUVALL AYE NE FROM NE 17th ST TO ME 23th ST Sealed bids wI II be received untl1 2:30 p.m., Wad. August 14. 19A5 at the City Clerk's office and will be opened and publicly read In the 4th floor conference room, Renton Municipal Building, 200 MITI Ave. South. NOTE: PRE-OUAL If ICATION OF BIDDERS IS REQUIRED_ To be considered for blo award, all prospective bidders shall submit a pro-quailflcatl on submittal package to the City Clerk's office no later than 2,30 ym. Wed. Aug 07. 1985, The pre-quellficatlon submiTtais will be reviewed by the Engineer and the City staff for conformance with the criteria, and the experience and general capebllity of the proposed bidder to complete the work proposed. All submitting parties wlll be notified by moll whether they have been approved to submit a bid on this project. The work to be performed within _45 working days from the date of comwencewent under this contract shall Include, but not be limited to: Furnish and Install approximately 1800 lineal feet of 6m sanitary sewer mein, together with all required appurtenances, the removal and salvage of an existing sewage lift station, and complete restoration as set forth in t'- design drawings and spec lficaflons The City reserves the right to reject any and/or all bids and to waive any and/or all Informalitles. Approved plans and specifications and form of contract docements may he obtained at the Public Works Department office at the Renton Municipal Building for a deposit of S 35.00 _ each set plus S 5.00 to cover postage, It mailed. The deposit will be refunded upon return of the Plans and Speciflcations In good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond In the amount of five percent (511) of the total amou;A of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. C, Maxine E. Motor City Clerk Published: Record Chronicle: July 19 A 26, 1965 Daily Journal of Commerce: July 17 S 24, 1985 SCHEDULE OF PRICES DUVALL AVENUE N.E. SANITARI Sbdlo (Note: Unit prices for all item, all artensiaos and total amunt of bid want be shown. Show unit prices in both words and figures and where conflict occura the written or typed words shall pzevarl.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to to writt,r in wozds DOLLARS CTS. DOLLARS CTS. SENE DULE +otiiization Lae. Sce Per Luap DYE IYprdsh If tEurel --- - '—_ - 01. toot 8, Sewer 0100 Linear Foot t Per Linter Foot - — - - 0'. aS e' Seen Pipe Linear foot I Oer linear Foot 04. t Standard Manholes ao E•ch t Fer Each OS. 7 Standard Manholes Sa" Ear. a Fer Each Oh. IS Extra Depth Manholes - all- V.F. f FK V.F. 1)7. S Extra Depth Manhole - 54' a.F. a Per V.F. oo. D" Inside Drop Ccnnectinn Each P!r EKh _ Page - 1 SCHEDULE OF PRICES DUVALL AVENUE N.E. SANITARY SEWER (Note: Unit prim, for all dteae, all estenaions and total aeount of bid smiat be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall pre,ail.l ITFM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit rric,es to be written in words) DOLLARS CTS. DOLLARS CTS. SCHEDULE ' 0g. It P'-a' Tees Each Per Each iMOrdal tFigureN _ l0. 2000 Bank Run gravel for Tan Trench Backfili t it. 517 Pea Gravel for Tcn Bedding material Der ion --� t7, a Asphalt Concrete Pavesent Ton Class 'a' f _ Fer Ton . ..._._ _ .__.._.._. 13. 930 Asphalt Shoulder Treateent Square Ya, Per Square Hrd 14. 609 516' minus Crushed Rock for To, trench Batklill, Shoulders and Tap Course t__.�.e.______._—.___._._.___. Per TOn is. 0 Ednttruction Staking 1 usp Sum ier Luap Sus 16. 6 T.V. Insp►cticn Lump Sue Per Luep_ _Su_e Page - i SCHEDULE OF PRICES UUVAI.I. AVENUE N.E. SANITARY SEWER (Note: Unit prices for all newts, all extemians and total aeount of bid mat )K shown. Show unit prices 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 Prires to be WrIttrn in Words) DOLLARS CTS. DOLLARS CTS. SLHEOULE Subtotal Schedule t 6.1% Sales Tax { Total Schedule t 1 F aS t' • e CITY OF FARM QANDARD BPECIFIGTIDIB THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AM MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE CEPARIMENT OF TRANSPORTATION AM THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC MIRE ASSOCIATION 1964 .UITICN SHALL BE HERc INAFTER REFERRED TO AS THE -STANDARD SF:]IFICATIONS" AM SAID SPECIFICATIONS TOGETHFR WITH THE VMS OF THE STATE OF WASHINGTON AM THE OMINAMES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN, A COPY OF THESE STANDARD SPECIFICATIONS 15 ON FILE IN THE OFFICE OF THE PUBLIC VOWS DIRECTOR, MUNICIPAL BUILLING, RENTON, WASHINGTON 980M. WHERE THEY MAY BE EXAMINED AM COFIED BY ANY INTERESTED PARTY, WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE. SUCH REFERENCE SHALL BE TDNSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER., SUCH REFERENCE SWILL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS. CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AM SUPPLEMENTAL PH..VISIDNS HEREINAFTER CONTAINED SMALL BE IN ADDITION TO OR SMALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLANS FOR ROAD AM BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WCFNS ASSOCIATION IREV.04'01/851 ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AM SWILL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF REM^N STANDARD PLANS SOUND HEREIN, A COPY OF THESE STANDARD PUNS AM CITY OF RENTON STANDARD PUNS IS ON FILE IN THE OFFICE OF THE PUBLIC VOWS DIRECTOR, MUNICIPAL BUILDING, RENTON. WASHINGTON 98055, WERE THEY MAY BE EXAMINED AM COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS. FORMS. ARTICLES AM SUURTICLES APE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AM SHALL MT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIAL Pq&UTOM STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE :N ADDITION TO, OR IN LIEU OFF THE STANDARD SPECIFICATIONS. WHEPE SECTIONS ARE MARRED "REPLACEMENT SECTION" OR 'PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE. OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS APE "WED •ADDITIONAL SECTION', THE SPECIFICATIONS HEREIN ARE TO SE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARRED "SUPPLEMENTAL SECTIOM, THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SFECIFIC.TIONS. SECTION 1-Ot DEFINITION AND To • 1-01.10 DEPARTMENT. DEPARTMENT OF TRANSPQMATION IADCITIOMAL SCTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. 1-01�1_1 ENGINKR1gEPLA9EMENT SECTIONI THE CIREC70A OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH MIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY SECRETARY OF TRANSPORTATION [SUPPLEMENTAL SECTION] THE CHIEF EXECUTIVE OFFICER OF THE DEPARTMENT SMALL ALSO REFER TC THE DIRECTOR OF PUBLIC WCCWS. t,-0t.26 STANDARD SPECIFICATIONS IADO?TIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION. ARE FROM THE LATEST EDITIONS OF, AMU AMFR:CAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ABA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AMC MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01,27 STATE (ADDITIONAL SECTION] THE STATE SMALL ALSC REFER TO THE CITY OF RENTON AMC ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-Ct,31 WORKING DRAWINGS (REPLACEMENT SECTIONS THE TERM "SHOP DRAWINGS" SMALL REFER TC THE PICTORIAL DESCRIPTION OF THE DETAILS OF PRCPLSEC MATERIALS. EQUIPMENT. METHODS OF INSTALLATION. OR OTHER ODNSTPuCT:CN PREPARED BY THE CONTRACTOR, A El""CNTRACTPR. OF A MANUFACTURER AMC SUBMITTED FOR THE APPROVAL OF THE D'WNEF. l:jl IB ACT OF 9CD 1ADOITIONAL_SECT OM "ACT OF GOD" MEANS AN EARTHQUAKE. FLOOD, CYCLONE. OR OTHER CATACLYSMIC PHENOM• J'URL. A AA . WIN STDRU. HIGH RATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOP THE SPECIFIC ED",," C -MC W AN, WO. 'I"1 REASONABLY RAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LU" T OF THE WD•. F ",^T WE CONSTRUED AS AN ACT OF GOD, 1-01.39 OR EQUAL (ADDIT IONAL SECTION) WERE THE TERM "OR EQUAL" IS USED HEREIN. THE DWNER. OR THE OWNER ON RECOMMENDATION 01 TcE EMC'ME:R, SHALL SE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. t-01.40 APPROVAL (40CITIORAL SECTION) THE TERM "APPROV/.L" OR -APPROVED- SMALL MEAN APPROVAL GIVEN SY OR GIVEN PROPE'-: ON THE BERAIF OF THE OINIER, RPPLEMENTAL SPECIFICATIONS REVID&'1N85I PASS 2 SECTION 1-02 61D PROCEDURES AIaIDITIOE . 1-02.E PUNS AMC SPECIFICA110MS DELETE PARAGRAPH 3 AND A (SEE SECTION 1-04.14{ 1-02.12 PUB ',C OPENINGS OA_�DS IREPUCEMENT SECTION] SEALED BIOS BILL BE RECEIVED BY THE CITY OF RENTON. RASIUNGTOM. BY FILING WITH THE CITY CLEW. MUNICIPAL BUILDING. RENTON, WASHINGTON, AS PEP CALL FOR BIDS AID WILL BE OPENED AID PUBLICLY READ ALDC. SECTION 1-03 AMID AID EXECUTION EF CONTRACT 1-03.1 CONSIDERATION OF BIOS 1ADOITIOAL 5ECTION! ALL BIDS BILL BE BASED ON TOTAL SUP OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL SE ACCEPTED. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL 09 ANY SCHEDULE OF A BIC TO THE LOWEST BIDDER AT ITS CISCRETIDN. OWIOR 1-04 SCOPE OF PE WORK 1-O4 5 PROCEDURE Alt PROTEST BY THE CONTRACTDP (REPLACEMENT SECTION] AM QUESTIONS ARISING BETWEEN THE INSPECTOR Alt THE CONTRACTOR OR HIS SUPERINTENDENT 00 FOREMAN AS TO THE NEARING AID INTENT OF AM PART OF THE PLANS AM SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SMALL BF IMMEDIATELY BROUGHT TC TOE ATTENTION OF THE PUBLIC WOWS D:RECTOF 09 HIS REPRESENTATIVES FOP INTERPRETATION AND ADJUSTMENT. IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WOWS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER ARC CONDEMN DR REJECT IMPROPER. DEFECTIVE OR INFERIOR WORK OP MATERIALS. SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF AM SUCK WOK OF MATERIALS. 09 THE PART OF THE IMPRDVEM:NT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION. IT 15 FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WOWS DIRECTOR OR MIS REPRESENTATIVE SHALL DETERMINE THE DLANTITT AMC QUALITY OF THE SEVERAL KINDS OR WORK EMBRACED IN THESE IMPROVEMENTS. ME SMALL DECIDE ALL QUESTIONS RELATIVE TU THE EXECLTION OF THE WORK AMC THE INTERPRETATION OF THE PUNS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION ME WILL BE DAMAGED BY SUCH INT[HPRLTATIOM, HE SMALL. WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLEW IN WRITING OF THE ANTICIPATED MATURE AM 44OUNT OF THE DAMAGE OR GARAGES. TIME IS OF THE ESSENCE IN T " GIVING OF SUCH NOTICE. 1N THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS. THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AID THE TWO SMALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SMALL SE FINAL ANC BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITNIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR RFVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE MCI RESPONSIVE TO THE QUESTIONS SUBMITTED; S. 16 CONTRARY TC THE TERNS OF THE CONTRACT OR AM COMPONENT THEREOF{ 3. 15 ARBITRARY ANC/DR IS MIT BASED UPON THE APPLICABLE FACTS AMC TOE LAW CON'RC4:NC THE :$SUES SUBMITTED TO ARBITRATION. SUPPLEMENTAL SPECIF:CATIONS PEVED6/10/65; 1-04.5 CPHNPHWO • • THE BOARD OF ARBITRATORS SHALL SIPKFT ITS DECISION PI SETTING FORTH IN MATING THEIR FIALINNE AM CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT AM SUCH NEARING, THE ARE:IMTIDN SHAL: BE MMUCTE 1% ACCORDANCE WITH THE STATUTES OF THE STATE OF WASH:NOTCH Ale COURT DECISIONS OOVEPNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE SOME EMALLY BY THE CITY AM THE MNfMCTOP MESS IT IS THE SCAM'S MAJOR:TY OP:N:ON THAT THE WMRACTOP'S FILING OF THE PMTEST OR ACTION IS CAPP:C:DUS DP WIT,CLT REASONABLE FOUNDATION. IN THE UTTEP CASE. ALL COSTS SHALL BE SOME BY THE CONTRACTOR. THE VENTS OF ANY SU:T SHALL BE IN KING CDUCY. WASHINGTCM. AM 1F THE CONTRACTOR IS A IW�RFSIOEKT OF THE STATE OF WASHING ON. HE SHALL DESIGNATE " AMC. IRON WHDP PROCESS MY BE BERM, BEFORE DOWNSWING NOW UNDER THIS CONTMM. A-04,10 USE OF MTEPIALS FCJW ON THE PROJECT IADD!%0%AT BERIJN] ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AID TAKEN FROM ANY OF THE DISCAMEL FAC:LITIES SHALL, AT THE ENGINEEP-S O:SCPETION, BE CAREFULLY SALVAOHED AND DELIVERED TO THE CITY S1DPS. ALL SALVAGE MTEP MINE, F:FE HYDRANTS, VALVES AND APPIRTEMMES. CATCH BASINS. AND STORM AID BAMITAW MNBDLF COVERS SHALL BE SALVAGED Alt DELIVERED TO THE CITY SWAPS. ANY COST INCURS IN SALVAGING AND DELIVERING SIGN ITEMS SHALL BE CONSIDERED 10CIDEMAI TO THE. PROJECT AND NO CMPENBATIOA WILL BE RARE. 1-04,12 WASTE $:TE$ )ADDITIONAL.SECTION`. ALL MTERIALS CESIGMTFD BY THE ENGINEER It N WASTED SHALL BE HAULED. DUMPED. AM SPRFAC AT THE LOCATIONS SELFCTE BY THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE, ALL WOW. INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE IMIMNYAL TO OTHER ITEMS OF EON AID NO FURTHER CONPERSATIUN WILL BE MADE. THE PONE TAKEN TO THE WASTE SITE SHALL BE R:INTA:NED SOLELY BY THE CONTRACTOR IN A MUTER AS OESCR:EEO BELOMI THE CONTRACTOR SHALL BE PREPARED TC USE WATEP TRUCKS. POWER SWEEPERS, AND RELATED EGLIPMEM AS DEEMED NECESSARY BY THE PUBLIC EONS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS A_UNG THE ROUTE. PNDWT RESTORATION OF THE ROUTE 15 AAIDATOR+. THE COMMCTEA SRAIL SECURE ALL NECESSARY PENUTS ANC APPROVALS FOP ANY WASTE SITE IC BE USEC. COPIES OF THE PERMITS AID APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TD STARTING ANY EON. 1-04..3 HGGRS OF WEAK (ADDITIONAL SECTION) THE WOWING HOURS FOP THIS PRWEL'T WILL BE LIHITED TC WEEKDAYS DURING THE PERIOC FROM BR00 A.A. TO 5%OO P.M. THE HOURS OF WON MY BE CHANGED AT THE DISCRETION OF THE ENGINEER FEN IT 15 :N THE IMEAEST OF THE PUBLIC OR THE CONTMCTDP DUE T( REASONS OF SAFETY, HEALTH. OR WELFARE, 1-04.14 CONTRACTOR'S -"dt$ UP CONTRACT DOCUMENTS IADOIijQML SECTION THE CONTRACTOR WILL RE S:PN ED BY THE OWNER %.IH 5 SFIS OF PUNS AID SPECIFICATIONS. AT LEAST UK COMPLETE SET OF CONTRACT DOCUMENTS, .KLUDING ONE FULL SIZE BE. ,.r DMWINIS, SHALL BE KEPT AT THE SITE OF CGNSTRCTION IN GOOD COALITION AM AT ALL "INES AVAILABLE TO THE OWNER ANC THE ENGSNEEP. ADO:7IDML CRIES OF THE CONTRACT DICURENTS, IF RE —PED, WILL BE FURNISHED BY THE OWNER 47 COST OF REPRODUCTION. SUPPLEMENTAL SPEC:F::ATIOM REVLOL'IM'851 PANE 4 BECTION T-05 CONTROL OF WORK • • 1-0E,S:11 CDMSTRILT lON STAKING ERERACENENT SECTIOMI Tit ENGINEER SMALL PAVE TIME RIGHT TO WAKE PE/SONAUE CHANGES IN THE TRADES AS THEY ARE SHOWN ON THE DRAWINGS. CANOES WILL BE FSTABNISM® IRA THE FORM IF OFFSET STYES AT CISTANCES NOT GIFATER THAN 25 FEET FOR BATTEN SCAMS OR SC FEET FDA LASER, SET IRA ADVANCE OF THE WOW., WHENEVER WOHM IS IRA PROGRESS. THE CONTRACTOR SMALL HAVE IN HIS EMLONMEIR A WORKER COMPETENT TO SET A MATTER NAPE DP CTHER CONETRICTI3N GUIDE FRAM THE L'NE AK GRACE STYES G:wh BY THE ENGINEEP. SUCH EMPLOYEES SHALL HAVE THE DUTY AE RESPONSIBILITY OF PLACING AND MAINTAINING SUC4 CONSTRUCTION GLIDES, A BETTER BOARD SET WITH AN ENGINEER'S LEVEL SMALL NE USED FDA ALL LINES SET ON A GRADE OF C.SO PERCENT DR LEW. AT LEAST THREE BATTEN BLYDS SMALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF. THOUGH THE CONTRACTCR'S MEGL:ffMLE, ANY STYES SMALL BE DESTROYED AND REQUIRE RESETTING. A SUN SMALL BE OEDUCTED FROM THE CONTRACTOR'S F:WAL PAYNENT EOUIVALEN. TO THE EXTRA CAST IN ENGINEERING REONIRED FOP SUCH REPLACEMENT. THE USER METHOD OF ESTABLISHING GWDL WAY 0L USED PROVIDING; T. REQUESTS FOP USE LISTING EQUIPMENT, AID METHOD OF OPERATION ARE SUBMITTED FOR C:TY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. OWES PRE CHECKED AT LEAST OWE EVERY 50 FEET AID AT LEAS' 3 TIMES DAILY BY CONVENTIONAL METHODS 3. PROPER AMMONIA& YF PIPE IS PERFORMED IN LOCATIONS WHERE A B(p I5 BEING USE FOP EXCAVATION. THE CONTRACTOR SMALL ARRANGE HIS VOW TO ALLOW A REASONABLE TIME FOR THE aET K OF STYES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT NOW DELAYS WHILE WAITING FOP CONSTRUCTION GLIDES. THE CCNRACTOP SMALL ASSUME FULL RESPONSIBILITY FOR OEIAILF➢ OIMFNSIONE AHD FDA TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STYES AND MARLS. DELRVE BY PERSON OF LACK OF STYES 09 A TIME NEWEST FOP SURVEY LESS THAN 3 DAYS. ARE DEEMS➢ A RISK TC THE CONTRACTOR AK SMALL MY BE THE BASIS FOR CLAIMS FDA ADOITIONA. 'OM'ENBATIGN OR CONSTRUCTION TIME. LL COSTS FOR THE CONTRACTOR'S SURVEYING SMALL BE COHSIDEPE IMC:O`_WTAL TO OTHER BID ITEMG 1' THE PROPOSAL. AIL ND FUFTHEP COMPENSATION WILL BE MADE. UNLESS A BID ITEM FOR SURVEYING :S SPECIFICALLY LISTED IN THE SOMEDULL OF PRICES. T-05.5!2i COWAACTOP PRUVIPW CO STRHCTION STAKING,[ME* EECTIOMI MORE THE CONTRACTOR IS AEUU:RM TC PROVIDE COMETPUCTION STAKING HE SHALL BE RESPONSIBLE FOR SLCMRINL THE SERVICES OF A PROFESSIONAL LAID SURVEYOR MO SHALL PROVIDE ALL SUAV" STAKING NEEDED IN CONJU" TON WITH THE PRNECT. THIS $TAKING SMALL CONSIST OF, OUT MOT BE LIMITS TO: VAWWV CENTERLINE SANITARY SERER SLOPE STAKING FIRE MYORANTE CURBS AID CUTTERS STREET LIGHTING OOAD:NG AID PAVING UMEAGOWOIMG POWER A TELEPHONE TELEMETRY THAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSPAL CO. S P.N.W.S. VAULTS THE CCNTRACTDP SHALL ASSUME FULL RESPONSIBILITY FOP THE ACCURACY OF THE STAKING AM GALL PROVIDE ALL PEF',ACEMEAT STAKING OF RESTAKINC NEEDED. THE CITY WILL PROVIDE THE CONTRALTOP'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PENEORP THE COIETRUC110% SINKING. SLPP:ZWENTAL SPECIFICATIONS REVIDSVIC'SS; PAGE 5 1-05 SlE1 GDNT IMUED • • I* CONTRACTOP'S SURWYCR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF IKE FIELD NOTES WHICH SMALL CONTAIN AS-CCNS"AUTED LOCATIUMS OF THE IMNIOVBIEN'S MASTPUCTLL UNDER T:IS CONTRACT. THESE NOTES iAALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AM OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT. MANHOLE. CULVERT, CATCH BASIN, INLETS, CLEANDLTS. SIDESEWEP, WATER SERVICE, CURB, GUTTER, SIDEMALK, AM ALL OTHER CHANGES IN AUGMENT CR GRADE AS MAY BE NEEDED TC DRAW ACCURATE AS CONSTRUCTED RECOMS OF THE PRO.IECT, THESE NOTES SHALL BE KEPT IN A HARD CDVEAW FIELD ROOK SUPPLIED TC THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. THE LUMP SUM UNIT PRICE FOR .ANSTPLCTION: STAKING WILL BE FULL COWENSA710H FOP A. SURVLYING NEEDED TC CONSTFUCT THE IMPROVEMENTS TO THE LINE AK BRWE PER THE AF"DVED PLANS, AND TO PROVIDE THE RECLINED CONSTRIfTIDA AND AS- ,MSTRICTED FIE,' NOTES. PAFT.AL PAYMENTS FOR THIS ITEM WILL BE MADE IN COMPLCTION WITH THE MONTHLY PAY ESTIMATES EASE UPON WDRK COMPLETEL AS DETERMINED BY THE ENGINEER, 1-gS,3(11 S49M:T1AlS NNE► SECTI ONI THE CONTRACTOR SMALL FURNISH FIVE COPIES CF ALL DRAWING&, SPECIFICATIONS, DESCRIPTIVE LATA. CEF'IFIIATES. SAMPLES, TESTS, METHOD. SCHEDULES. AM MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AM EQUIPMENT TO BE PLBW4SMED ARE THE METHOD OF W AK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AM DRAWINGS IF THE :MOPATION SHONE AM DEVIATION FROM THE VTRAR REQUIREMENTS, THE CONTIACTOP SMALL. BY A 97AIEM KT IN WUITIk: ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AM STATE THE REASONS THEREFORE. i;0O,12 FIHAI. ACCEPTANCE 1REPLACENENT SECTION] THE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PPDWTLN, BY PERSONAL INSPECTION. SATISFY HIMSELF AS TC THE APTUAL COMPLETION OF TINE NUR IN ACCORDANCE WITH THE TERMS OF THE CONTR:T, AM SMALL TMEREWON RECOMMEND 7, THE OWNER THAT THE WOW IS ACCEPTABLE. FINAL DETERMINATION OF THE AC^EPTAEILI TY OF IKE WORK SMALL BE MADE ON THE DUNEI. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE M THE LITV SHALL CONSTIT RE FULL AM FINAL PAYMENT FOP ALL WOW UNDER THE CONTRACT, IM:LLCING ANY CLAIM FOP CHANGED CONDITIONS OR CHANGED WOW ORDERS OR EXIM WpR. DELAY OR ANT OTHER CAUSE FOP CLAIMED FDF ADDITIONAL COMPENSATION, i-05.15 METH! OF SERVICE 9 WIIICE IREPLACENENf SECTIPK WRITTEN NOTICE SMALL BE DEEMED TC HAVE BEEN DULY SERVED IF DELIVERED tN PERSON TO THE INDIVIDUAL. OR TU A PARTNEP OF THE FIRM, OF TO AN OFFICER OF THE CORPORATION OR OWNER OR It, THE CITY TER, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWS IN THE CONTRACT DOCUMENTS. 1-05.1G ERRORS AM OMISSION [MEN SECTICNI IF THE CONTRACTOR. IN THE COUP - OF HIS NDR, BECOMES AWARE OF AM ERRORS ON OMISSIONS IN THE CONTRACT DOCUMENTS ON IN THE LAYCUT AS GIVEN BY SURVEY POINTS AM INSTRUCTIONS, OF IF ME BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE COTRACT DOCUMENTS AM THE PHYLICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS 11 NECESSARY, SMALL RECTIFY THE MATTER AM ADVISE THE CONTRACTOR ACCORDINGLY. ANY WOW DONE AFTER SUCH C:SCOVEM, UNTIL ALTHDPIIE', WILL BE DOME AT THE CONTRACTOP'S R':R. SECTION /-C7 LEGAL R,LATIOW AM NEIPOWSIN' :TIES TV THE POB.]C 1-07.4 SAKTATIOR tAV ;?}ow.._SE D 1N ALL Ex PENSES INCURRED IN SUPPLYING ACCELti, PARING. AM SAU`A%3N PACILITIES SMALL BE CONS:OEPEL IMCICENIAL TO THE PROJECT AM NC COWENSAI:ON SHALL BE WE. SUPPLEMENTAL SPECIFICATIONS REVIOVIVOS1 PAGE fi A-V I:_ 'J LIMITS IBLEPLAUEMEOCTION1 • ALL MOTOR VEHICLES OF THE fWRACTOR. SIBCOMR&CTORS. AND SUPPLIERS SMALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAMS OF THE STATE OF 1YSHI4GTON IL967 EDITION AMC AMENDMENTS ?MEREOF) IN REGAND TO SIZE, WEIGHT. AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICIF IS LICENSE. ANY 17OLATIOH OF T:ESE REGULATIONS SMALL EL REPORTED TO THE AFFECTED LAN ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKE DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.5 WAGES UAEPLACFMENT SECTION! THIS CONTRACT IS SUBJECT TO CHAPTER 3S.12 ROW, AND AMENDMENTS AND ADDITIONS INERETC RELATING TC MINIMUM BASES. ON FEDERAL AID PROJECTS. FEDERAL WAGE LAWS AND 'EGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES IF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL VASE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER 4 83-5110. THE CONTRACTOR. ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORN CA ANY PART OF 17 SHALL NOT PAY ANY WORKMEN. LABORERS. OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF IMAGES SHOWN IN THE CONTRACT, WAGES IN FXCPSS OF SUCH HOURLY RATES NAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE F.A EACH CONDENSABLE HOUR THE FRINGE BENEFITS LILTED. 37 IS SPECIFICALLY UMEFS70M AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY 0.ND ASSUMES THE RISK OF ANY INCREASED LABOR =7 BY REASON OF PATINE HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY DOES NO' WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OP AS CHANGED. IT IS TH', CONTRATTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LCCATIGN ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES. A COPY OF THE APPROVED "STITIMENT 07 INTENT TO PAY PREVAILI RAGE`, A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THEN APPROXIN _ NUMBER OF BOWERS IN EACH LLASSIFICATIDN; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AID INDUSTRIEF WHERE A COMPLAINT UP INQUIRY CONCERNING PREVAILING WAGES NAY BE MADE. ON PROJECTS GOVERNED BY B.GE RATES OETENMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AMC INDUSTRIES AND BY THE U. S. SECRETARY OF TABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING PATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NCT LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. IF THE CGNTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY BANE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES. HE SHALT. PRESENT TO THE ENGINEER WRITTEN EVIDENCE IF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY TK STATE APPRENTICESHIP COUNCIL AMC THE PER10D OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF T11E CONTRACTOR MAKES USE OP APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR. HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STA'I. APPNEN'TIZESPIP AND TRAINING AGENCY APPRLVED AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAI+ING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. E. BUREAU OF APPRENTICES''P AND TRAINING. SJPP'.FMENTAL SPECIF:uflob 9WO6,90/151 PAGE 7 "7.8 2mLkm • . THE CONTRACTOR SMALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPPEMICE JOLNMFYMAN RATICE AND WAGE RATc3 IN THE PROJECT AREA, WIN WILL BE THE BASIS FOR ESABLISHINL SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPL.ICAPIE CONTRACT PROVISIONS. IF AM DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOP WOIR OF A SIMILAR MATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AN' SUCH DISPUTE CANNOT BE ADJUSTED By THE PARTIES OF INTERECT, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES. 4 MATTER SMALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (DP TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTAE :SHED BY THAT OFFICE ARE INVOLVED), ARE HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTILS INVOLVED IN THE DISPUTE, IH THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS. THE COMPACTOR SMALL REQUEST THE DETERMINATION OF THE APPROPP:,IF. WAGE PATE FOR THE CLASEIFICATION AND FDP THE AREA IN WHICH NOW IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND I'OUSTRIES ON FEDERAL-AID PROJECTS THE CONTRACTOR AN EACH SUBCONTRACTOR SHALL FURNISH Ni ALY PAYROLL STATEMENTS TO THE ENGINEEP. IF WEEKLY STATEMENTS AHE PCT UTILIZED THE COMPACTOR SHALL fIFAISH A CERTIFICATION, PRIOR TO EACH PROGES5 ESTIMATE PAYMENT. CONFIRMING .HAT PREVAILING WAGE RATES HAVE BEEN PAID. TM: ,INTO::TOR IRIC.'..6 `H° SCU 'T,3N CAE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AMC KkF THAN ONE AREA :S 'A—V. IA I .E PkIJECT, THE JUMSCICTIONAL AREA INVOLVED SHALL BE SHOWN :NMEDIATELY FOLLOWING THE OCCUPATION :2 NUM%t% A,,.,; 10-COIC YAF.E. THE CONTRACTON'S RECORDS PERTAINING TO MAGcS PAID AND PAYROLLS SMALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DIMING THE LIFE OF THE CONTRACT AND FOR A PERICC OR NOT LESS THAN THREE [3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF. AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AMC PAYROLLS FOR THE CONTRACT ARE MAINTAINED Sr SUBCONTRACTORS OF AGENTS OF THE CONTRACTOR, THE CON RACTOP EXPRESSLY GUARANTEES THAT THE RECORDS OF ;UCH SUBCOMRA.CTORS OR AGENTS SHALL BE OKI, TO INSPECTION AMC AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TENS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR, IF AN AUDIT IS TO BE CONENCED NOW THAN SIXTY (601 DAYS AFTER THE ACCEMTAN:E DATE OF THE CONTRACT, THE CONTTACiDP WILL BE GIVEN A REASONABLE MOT.CE OF THE TIME MEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS WADE THE CITY OF AM SUMS DUE UNDER THIS CONTRACT. THE CITY MUST RECEIVE F900 THE CONTRACTOR AM EACH SUBCDNTRACTOR. A COPY OF "STATEMENT OF INTENT TO PAY PREVAI'a NG WAGES" (FORM L S I NUMBER 700 25 WASHIN6'ON STATE DEPARTMENT OF LAMP AM INDUSTRIES). UFO% COMPLETION OF THIS CONTRACT, THE CITY MAST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY C` "AFFIDAVIT OF WAGES PAID" [FORM L S I NUMBER 7VO-7 STATE DEPARTMENT OF LABOR AM INDUSTFIESI TRTIFYING THA. ILL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDII:ON. THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOP THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" IFORM L N 1 n 206083 THE STATE DEPAPTHENC. OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FL:N RETAINED, ACCORDING TO T� PROVISIONS OF NOW 60.26.010, ARE RELEASED TO THE CONTRACTOR, FORMS NAY BE 081A:Nt: FROM THE DEPARTMENT TF LABL- AMC INDUSTRIES. SUPPLEMENTAL SP :71;ICATIONS RPY'.061111/651 PAGE E a 1-07.9 COM�MUa . 0 A FEE OF N2 nJ PER EACH "SIATEKN7 OF IATEWY AY PREVAILING NAG_ AM "AFFIDAVIT O MACAWS PAID" :6 RE. TO ACCOPAM EACH FORT SUBMITTED TO THE DEPARTMENT OF LA90P AND lNDUSTP7ES. Tt¢ CONTACTOR IS 1UPOHS:B(,1__ PAYHEHT OF THESE FEES AND SHMDLMAN[ ALL AIPLICATIOMS DIRECTLY To TIE JEPATRTMXM_1(f LABOR AID IIOVSTPI ES. TNy FEES SMALL EE ING 2CEMAL TC AL'- THE BID jT M�H4 THIS CDMMCT- IN ADDITION, THE PAINE COMPACTOR SMALL SUBMIT TC THE WASHINGTON STATE DEPARTMENT OF LABOR ASO INDUSTRIES A 'REQUEST FOR RELEASE" FORM PROVIDE By THE DEPARTMENT OF LABOR AND INDUSTRIES. THEEL AFFIDAVITS HILL BE REOUIREC BEFORE AN' FUNDS RETAINED ACCOR'IMG TC THE PROVISION OF RC1. 60.26.010 AM RELEASED TO THE CONTRACTOR. 1-U7.11151 SUBCOMRICTIMG fADI11 TIC`NL SELTIDN1 BEFORE PAYMENT OF THE FINAL ESTIMATE, THE C'ONTRACTDR SHALL SUBMIT AFFIDAVIT OF AMOUNTS PAID SO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON T`E FORM PROP DED BY THE CITY; CEPTSYIK THE AMOUNTS PAID TO MINDPITY BUSINESS ENTERPRISE AHD/OR WOMEN BUSINESS ENTERPRISE D'ARTTCIPANTS. 1-07.111101 RECOK£ ADD REPORTS .REPLACEMENT SECT lON] THE CONTRACTOR WILL BE REQUIRE TC COMPLETE AMC SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AN]/OP FIN PAYMENTS TC THE CONTRACTOR WILL BE APPPCVED BY THE PUBLIC WORKS DIRECTOR; 1, EACH MDNTH - DEPARTMENT OF LABOR STANIAFO FORM 257 2. EACH JULY - STATE H-4WAY FORM PP-1391 THE OWNER WI'_L FURNISH THESE FORMS TD THE PR,ME COMRACTCP DUPING THE PRECONRRICTION MEETING. AN F3UAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTE BY THE BIDPIP WITH MIS BID PND`OSAL ON THIS PPC..ECT AMC WHICH COMES WITHIN TNL PROVISIONS O THE EQUAL EMPLOYMENT OPPDRTD...TY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL. WHICH THE CONTRACTOR WILL NEED TD COPLETE, STATING AS TO WHETHER HE, MIS FIRM. ASSOCIATION. PARTNERSHIP, OR CORPORATION NAS PAMICIPATE` IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUPJECT TO THE FILIAL CPPOPTUNITY CLAUSE AM IF 50, WHETHER OR NOT NE HA9 SUBMITTEC ALL REPORTS DUE UNDER APPLICABLE FILING RECLIREMENTS. FAILLRE ON THE PART O THE BIDDER TC FURNISH THE PEDUIRED CERTIFICATE WILL BE DUE CAUSE FOP REJECTION OF THE SIC. If A PROPOSAL LACKS AN EEO REPORT CERTIFICATE . AID THE CONTRACTOR W0ULC OTMLR'AISE BE AWARDED THE CONTRACT, THL CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PPOVIOE THE SAME. IF THE '.r M['i:., REFUSES 09 'AILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE. THEN THE PROPOSAL GUARANTEE IN FONT OF ,LK. CHECK. OR GASH WHICH ACCOPANIED THE CID. WILL BE FORFEITED TC THE CITY. WHENEVER A CONTRACTOP REQUESTS PERMISSION '. SUBLET A PART O AM CONTRACT AMC SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EUWL OPPORTUNITY REGULATIONS O THE SECRETARY OF LAiJIR, REVISED MY 21, 1968, HE SHALL DETAIN THIS CERTIFICATION FROM HIS PROPOSED 668COWRACTOP AND FORWARD IT TOGETHER WITH SUCH REOUEFT. NO SUBCONTRACT '.ILL BE APPROVED BEFORE RF^.EIPT O MUCH CERIFICATION FROM THE SUBCONTRACTOR. FOP THIS PUFPOSE, CERTIFICATION FORMS MAY BE OBTAINED -ROM THE PROJECT ENGINEER ASSIGNED TD THIS PPCJECT. 1-07.13 CONTFACTCR'S RESPONSIBILITY FOR VOW LREPLACEMENT SECTION] THE WCRA SMALL BE UNDEP THE CON' AACTORDS RESPONSIBLE CARE AMC CHARGE. THE CONTRACTOR SMALL BEAR ALL LOSE AMC DAMAGE WHMTSLEVEP AND FROM WHATSOEVER CLAUSE, EXCEPT THAT CAUS7 S...ELY MY THE ACT O THE OWNER WH:.h MY OCCUR ON OF TC THE NOW CURING THE rULFILINEN7 O THE CONTRACT. SUPPLEMENTAL SPECIFICATIONS REV(O6.'10/851 PAGE 9 1-G:.13 CONTINUED • IF ANY SUCH LOSS OF DAMAGE OCCURS, THE CONTRACTOR SMALL IMMEDIATELY WARE W!O ANY SUCH LOSS OR DAME, AND IN PIE EV`WT OF THE WATRLCIOH WUSING ON NEGLECTING TO DO 90. THE OWNER NAY ITSELF OR BY THE EMPLOYMENT OF GONE OTHER PERSM RWKE GOOD Am FAO TSE DP DARLGE. AMC rw COST AND EXPENSE OF $0 90104 SMALL E CHARM TO THE CONTRACTOR. THE CDNTM1.:'UF ALONE SHALL AT ALL TIMES E REWOE:SLE FOR THE SAFETY OF HIS AND MIS SUBCONTRACTOR'S FWLDYEES. AMC FIN HIS AND HIS SJBCOWPACTGP'S PUNT AND ECU:PHEW AMC THE METHOD OF PFMWTING THE WOE. Ol'F:NG UNFAYCN'.BLF WEATHER AMC OTHER COIC:TIONS, TE CONTRACICP SMALL PIRLSLE ONLY FtCH PORTIOS OF THE WOW AS SHALL MOT BF DAMAGED THEREBY. N;; PDRTION OF THE WORK WHOSE SATISFACTORY GOAL:TY OF EFFICIENCY WILL ATFECTED BY VNFAVOWSLE COC:TIOE SMLL E CONSTRICTED WILE THESE QUNDITIOS EXIST, (MUSS BY SPECIAL MEANS OF PRECAUTIONS ACCEPTABLE TC THE ENGINEEP. THE CONTRACTOR SMALL E ABLE TO OVERCOME TH". 1-D7y_14 RESP04SID4,7V FOP DA OF [ADUTIOML SESTIOW THE COWAA-MR SHALL E RESPOSIBLE rOF CONTROLLING DUST AND MD WIIHIN THE PROJECT LIMITS AND ON AM STREET WHICH IS UTILIZED P' HIS EQUIPMENT FOP THE 01ATION OF THE PROJECT. THE CONTRACTOR SMALL E PREPARED TO USE WATERING TRUCKS POWEf: SWEEPERS, AND OTHER PIECFE OF EQUIPMENT AS DEFIED NECESSARY BY THE ENGINEER, TO AVO:". CREATP.G A M.ISAI-E. DUST AM MD CONTWC SHALL E CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL E MADE FOR THIS SECTION. COPLAINTS OF DUST, MUD, OR UNSAFE PRACT:CES ARC/OR PROPERTY OAA&GE TO MUTE OWNER IF W:LN BE `FANSMITTES TC THE COMNe"TDR AM PROMPT ACTION IN CORRECTING W:LL E REQL:RED ST THE CONTRA,-TOP. 1-1 ti6 RR,TECTIO•_I RESTORATIONS PROPERTY (REPLACEMENT SECTION? THE INNER WILL OBTAIN ALL EASEMENTS AID FRANCHISES REWIRED FOP THE PRCJEf THE CONTRACTOR SMALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AMC SMAL. NOT TRESPASS ON PRIVATE PROPERTY THE OWNER NAY PROVIDE CERTAIN LANDS, AS IHOICATED I% CONNECTION WIT" THE WDW UNDER THE COMPACT tOETHEP WITH THE RIGHT IF ACCESS TO R.CH LANDS. THE CONTRACTOR SHALL NO NR111FASOMAF'.Y ENCUMBER :HE PENISES WITH WS EQUIPMENT OR MATERIALS. 71 CONTRACTOR SMA L PROVIDE, WITH NO LIABILITY TO THE O.ER, ANY AOP•114NAL UM AN. ACCESS THLRT;70 MOT SNOWY OR DESCRIBED THAT MAY E EQUIRED FOP TEMPORARY ON06TRICTION FACILIT:2s OR STDMi:E W MATERIALS. HE SHA" C.YMNSWRCT ALL ACCEra ROADS. DETOUR ROADS. OR OTHER TFWOWAN WOW AS REQUIRED BY 1416 OPERATIONS. THE CONTRACTOR SMALL CONFINE MIS EQUIPMENT. STDME OF MTERIAL. AMC OPERATION OF HIS WDRKERK TO THOSE AREAS SHOWN AND DESCRIBED AM: SUCH ADDITIONAL AREAS AS HE FAY PROVIDE. A. BE ALL CONSTRUCTION HANK UNDER THIS CONTRACT ON EASEMENTS, RS6M5.OF-NAY. OVER PRIVATE PROPERTY OF FRANCHISE. SMALL E CONFINED TO THE LIMITS OF SUCH EASEMENTS. RlaHT-SF-NAY OR FRANCHISE. ALL WOW SMALL E ALLOIPLISHEV SO AS TO CAUSE THE LEAST AMOUNT E GIS' RWNLE AID A MINIMUM AMCIMT OF DAMAJE. TE COMPACT[,, SMALL SCHEDULE HIS HOW SO THAT TENCHES WCROSS EAMENTS SMALL NO E LEFT OPEN DURING WEEKENDS OF HOLIDAYS AND TENCHES SMALL NOT E OPES-OR NW THAN 4S HORS. B' METUl ' THE CONTRACTOR SHALL EEINAIE SUCH EXISTING STRUCTURES AS MAY E NECESSARY FOR THE PERFORMANCE IF THE WOE AND. IF REQORED, SMALL REBUILD THE STRUCTURES THUS REMVfl :N AS (OW A G'N[IT10N AS FOUND. ME SHA'L ALSO EPAIP ALLEXISTING STRLCTURES WHICH MAY E OANAGED AS A RESULT OF THE WOW UNDER THIS CONTRACT. SUPPLEMENTAL SPECIFICATIONS REVIOS'10(B5) PAGE 10 TS C N, ,& C. EASFM'N'S - CULT l VAT® A AM OTHER SLFFACE INPROVEWENTS. ALL CUL':VATEL AREAS, EITHEP AGRICULTURAL CA LAME. AIL .TREP SURFACE IWARVE1ENTS WHICH APE DANAGED BY ACTIONS OF THE CONTRACTDn 6HAAL 6E AEA_TONED At H AS POSSIBU TO THE/R ORIGINAL CONDITION. PRIDP TO EXCAVATION ON AN EASEMENT OP PRIVATE RIGHT-CF-Uhl, TIE CONTRACTOR SHALL STRIP TOP BOIL FROM THE iFErin OR CCWTRLLTIO% AREA AIL STOCKPILE IT 1% SUCH A NA. A THAT 11 NAY BE HEPLACED BY HIM, LPON COIPLETION OF CONSTRUCTION. ONMMENTAL TREES AM SHRUBBERY SHALL BE CAREFULLY REMYED WITH THE EARTH BIBNO*VIMS YXEIP NLDTS WRAPPED IN BURLAP AID REPLANTED IN THE:P ORIGINAL POSITIONS WITHIN 4B SOURS. ALL SMNSB-PY OR TREES DEST. CYED 09 DANAM, SHALL BE R8"CEO BY THE COMW"CA WITH NATEPIAL OF EQUAL DUALITY AT PC AODUIDNHL COST TO TIE NITER. 1% THE EVEN' THAT IT IS NECESSARY TO TIEMLN THOUGH ANY LAM AREA, THE SM SHALL BE CAREFULLY CUT APE NULLED AM REPLACED AFTER THE TTERCHES HAVE BEEN BACITILLFD. THE LAWS AREA SHALL BE CLEANED BI SYLEFING OR OTHER MEANS, OF ILL EARTH AM DEBRIS. THE CONTRACTOR SHALL USE RIBBER WHEEL EDU:RMEM SIMILAR TO THE BALL TRACTCA-TYPE MCNHOEE L'FED BY SIDE SEWN CDNTRACCTORS FOR ALL MM. IKLULIMG EXCAVATION AM BACKFILL, ON EASEEENiS OR P:GMS-OF- AY WHICH HAVE LAM% AREAS. ALL FENCES, ANSWERS, MAIL BCIES. OR OTHER TEIPOMR• D861ACLES SHALL BE REMOVED BY THE CTMTRACTOP AM I NECIATELY REPLACED, AFTER THE TRENCH 15 RA$IFILLE'i, IN THEIR ORIGINAL PCSIT,ON, THE CONTRACTOR SMALL NOTIFY THE OWNER AMC PROPERTY OTHER AT LEAST 24 ROt% 1% A.ANCE OF AM WORK CONE D% EASEMEN.S OR RIGHTS-OF-WAY. DAMAGE TO EXISTING STRUCTURED OUTSIDE OF EASEMENT AREAS THAT NAY RESAT FROM DENATEPIMG AM/OH DTHEF CONSTRUCTION ACTIVITY UNDER THIS CDN:IACT SHALL BE RESTORED TO THEIR ORIGINAL CODITION OR BETTER. INE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN ANGOP INSPECTION PACE PRIOR TO CONSTRUCTION. ALL SUCH VOW AM L OF DONE IC THE SATISFACTION OF TPA. PROPEPTY OWNERS AM THE OIMER AT THE EXPENSE OF THE CONTRACTOP. 0. STREETS, 1% UNTRACTOP WILL ASS!NE ALL RESPONS:61LITY U RESTDMT/ON OF THE SURFACE OF ALL STREETS 1 TRAVELLED rTS; LFIS BY NIP IF DAMAGE`. IN THE EVENT 'HE CONTRACIOP DOES NC- HAVE L.WA OR NATERIAL :Rr 11ATLLI AVAILABLE TO HARE NECESSAR. REP,IRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL W:L THE NECESSARY REPAIRS AM THE C05T OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACOR. "7.1I UTILITIES AM SIMILAR FACILITIES LMIITINAI 9ECT 7N LOCATION AM DIMENSIONS SHOWN ON THE PUNS FOR EXISTS MG UNDERGROUND FACILITIES ARE IN ACCDMANCE W:'H THE BEST AVAILABLE IHFOAWIION WITHOUT UNCOVERING AM MEASURING. THE OWNER DOSE NOT GUARANTEE THE SIZE AM LOCATION OF EXISTING FACIUTUS. IT SHALT. PE THE COMMCTUR'S RESFCW:E:L:TI TO CONTACT ALL PUBdC AM PRIVATE CUFA S HAVING 11LITIFS AMi OR FACILITIES IN THE VICINITY OF THE C.iNSTPUCTION AREA. CALL BEFORE YOU DIG THE A6 HOUR LOCATORS 1-000-424i555 IF. IN THE PROSECUTION OF ME POW., IT BECOMEE NECESSAR' TC 1M6RRLF•T EXISTING SURFACE DRAINAGE, SEWERS. UMEMFAINS. CONDUIT, UTILITIES. SIMILAR UDEPEAOIRL STRUCTURES, OR PAPIE THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AM SHALL TAKE ALL NECESSARY PRECAUTIONS TC PROTECT AM PROVIDE TEIPOW 1 SEPI:G[' JF SAP:. SUPPLE ENTA' ^ECIFICATIONS REV106/10,15i PACE Al TIE CONTRACTOR SHALL. AT H.S OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OF STRUCTURES DUE TO THIS COSTRXTiUN OPERATION TO THE SATISFACTION OF THE CITY{ EXCEPT FOR CITY OWED FACILITIES WN':H WILL E RE➢AIRED BY IMF UTILITY DEPARTMENT AT COMTAA.:TF'S EXP:NSE, OR BY THE CINRRACTOM AS DIRECTEL BN THE CITY. +-01.18 PUBLIC LSAB:LIT1_AND PRAEM DAMAGE PEEP}ACFFIEMT SEC.ION] THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL E AS FOLWWS: THE AMOUNT OF COVERAGE SMALL E NOT LESS THAN A SINGLE LIMIT OF 45M.000 FOR BODILY INJURY IN LLDING DEATH AND PROPEM DAMAGE PER OCCURRENCE. IN ADDITION, AN UMBRELLA INSURANCE CCVERAGE OF NOT LESS THAN 85,000.000 SHALL E PROVIDED, WITH TIE OWNER ANC ENGINEER ADDITIONAL RARE INSUREDS. THESE LIMITS SMALL APPLY TC COMPREHENSIVE GENERAL LIABILITYr INSURANCE ANC VEHICLE LIABILITY INSURANCE. THE CONTRACTOP SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE RECLINED. 1-07,23111 PUBLIC CONVENIENCE AM SAFETY 1ADDCTIDRAL SECT NCH] THE CONT.KTDR SHALL WCTIFY B✓ MAIL ALL PROPERTY OWNERS ALDNC THE CONSTRUCTION AREA, yr MIL, PRIOR TO CONSTRUCTION, THE O M MACTOR SHALL MOTIFI ALL LOCAL POLICE. TRANSIT. ANC FIE DEPARTMENTS BY MAIL PRIOR TO CONSTR:C'IDN. NAMES AM ADDRESSES WILL E FURNISH@ BY THE OWNER. THE CONTRACTOR SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM IF TWEE OAYC PRIOR TO CONSTRUCTION IN FRONT O EACH PROPERTY. 1-01.23�31 FLAGMEN, BARP:CAOFS, AM SIGNS (REPLACEMENT ECTICNI FLAGMEN, BARRICADES. SIGNS ANC TRAFFIC CONTROL FURNISHED SMALL COMCW TV TIE STANDAFOS ESTABLISHES IN THE LATEST ADOPTED EDITION OF THE -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". PUBLISHED BY THE U. S. DEPARTMENT OF TRANGPO TATION. COP:ES MY E PURCHASED FROM THE SIPER:N'TEMENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WSHINGTON, D.C.. 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(Sl APPEARINn IN THE CONTRACT PUNS, AS APPLICABLE. IF THE CONTW70R'S PUN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PUN, HE MY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PUN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AMC BARRZAOES REQUIRED FOR THE PROJECT, AM SUBMIT IT TV THE EMIEEER FOP APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE STUNS A`D BARR:CAVES WILL E REQUIRED. THE CONTRACTOR SMALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES. GUARDS. FLAGMEN , AMC EQUIPMENT, COSTRUCTION WRINGS. AM NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERAIIOE (SEE N.'I.T,C.D.1. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AM BARRICADES. IN THE OPINION OF THE ENGINEER. THE C:TY SMALL HAVE THE RIGHT TO PR)VIDE THESE LIGHTS APO BARRICADES AND IM CT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WOW SMALL E RESTRUCTURED. THE ORDER OF WOK 4MIFIFD, THE MOONS OF WORK MOCIFIED OF THE NOW HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION MEN THE ENGINEER FINDS SUCH A COURSE OF CCLMSES OF ACTION NECESSARY TO PnCTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH. AM WELFARE ALL SIGNS REMOVED SHALL BE SALVAGES `C DELIVERED TV THE CITY YARD, ALL COSTS IN CORRECTION WITH THE PROTECTION APO MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SMALL BE CONSIDERED INCIDENTAL TO THE WOW. INVDLVED OR SHILL E INCLUDED IN THE LIMP SUM PRICE ITEM 'TRAFFIC CONTROL' IF SUCH AN ITEM I5 INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SMALL ,EREIN E DEFINED AS APPLYING TO ETV VEHICULAR AM PEDESTR:AN TRAFFIC. THE ENGINEER EHALI. E THE CITY OR BLOOM PUBLIC WOWS DIREC70P OP HIS DULY AUTHORIZED EPESENTATIVE [i.e. PROJECT ENGINEER. INSPECTOR] AS USED THROUGHOUT THIS SP'FCIFICATIUN. SUPPLEMENTAL 1PEC:FICATIO6 REV(05,10/851 PAGE 12 1-07.23[31 CONTINIIEC • • THE F00DWING IS A !LMRRRY O REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PPOJECI, BUT DOES MDT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS, A. THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND NIGH r. AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION IFHNAI •TRAFFIC CONTROL IN CONSTRULT_ON APE VVINTEMNCE WORK ZONES-TECHNICAL REPORT MY 1977. SMALL E USED AS A GUIDELIE FOR THIS PROJECT. 2, AT THE PROJECI PRE- COWbTXUCT1ON CONFERENCE THE CONTRACTOP SHALL DISCUSS HIS TRAFFIC CONTROL PLAN AMC DESIGNATE THE PERSON RESPONSIBLE FOP TRAFFIC CONTROL AT THE WOW SITE. THE ICE SHALL INCUDE DESCRIPTIDMS O THE TRAFFIC CONTROL METHODS AND DEVICES TC BE USED B• THE PRIE CDMTMCTDNSUB-CONTMC7DRS Aft W,LL E SUBJECT TO REVIEW AND APPRCVAL BY THE ENGINEER. 3. DURING ALL PHASE.E O CUMSTRU:TIDN, TRAFFIC MOVEYFNT SHALL E MAINTAINEL AS NEAP NORMAL AS POSSIBLE AND REASO ABLE ACCESS M/MfAINEC TO PROPERTIES ADJACENT TO THE RIGHT OF MY LINE. 4. ALl TRAVEIS` PCWIONE OF ROADWAYS WILL E OPEN TO TRAFFIC DURING PEA' TRAFFIC PERIODS 6:3O TC 8:40 A.M. AID 3,00 to 600 P.M. OR AS APPROVE) BY THE ENGINEER. S. UM OR BEFORE THE FIRST DAY OF WGW AFFECTING TRAVELED POMMY, THE CONTRACTOR WILL E REQUIRED TC HAVE THE TRAFFIC CONTROL DEVICES Tf, E USES INSPECTED Alt APPACVED BY THE -NGINEER AS TC COMPLIANCE WITH MUTCOIFMM STANDARDS. MO WOW SHALL E DOE ON OR ADJACENT TU THE ROADWAY UNTIL ALL NECESSARY SIGNS AE TRAFFIC ODW90L DEVICES ARE IN PUCE. E. NOW SITE TRAFFIC CONTROL WILL E SUBJECT TO PERIODIC IONECTION BY THE ENGINEER, THE CONTRACTOR WILL BE BFOUIREC TO TARE TIMELY APO APPROPRIATE ACTION 7.1 SORER CD%CITIGNE TRAY ARE UNSAFE OF CAUSING UNDUE DELAY TO TRAFFIC HUVEENT. 7. IF THE CONTRACTOR FAILS TC TAME SUCH TIMELY ANC APPROPRIATE CORRECTIVE ACTION. TE ENGINEER CAN GOER A STDP TO FUATER WORK UNTIL THE CONDITIONS ARE CORRECTED, 09 ORDER CORRECTIVE ACTIONS TO E PERFORMED BY OTMEPE. NIT"ALL COSTE INCURRED THEREOF DEDUCTED FROM PAYMENTS CUE OR CORING CUE THE CONTRACTOR. THE CONTRAC%P SHALL E RESPONSIBLE FOP PROVTCING ADEQUATE FLAOMEh, IVAPICADES. LIGHTS AND SIGNS FOR THE PP.ITECTION OF THE WORK ANC THE PUBLIC AT ALL TIES, AMC THE CONTRACTOP AMC HIS SURETY SHALL E LIABLE FOR INJUP,ES AM DAMAGES TO PERSONS AMC °SCPERP' SUFFERED BY REASON OF THE CONTRACTOP'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN, "7.23I61 OUST CONTROL IADDI7I ML SECTION'. THE CONTRACTOR SHALL PROVIDE A MINI" 1.5OC GALLON CAPACITY WATER TRRDS W17H A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING, TIE STREETS SMALL BE CLEANED OF DUST AMC DEBRIS AT THE ENO OF EACH WOWING DAY. IN ADDITION, THE CD!- TOR SMALL PROVIDE SPRINKLING, AE NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. iti%24 RIGHTS OF MY IADDITIOML ' ON THE CITY S1 LL Di-AIN ALL EASEMENTS ANC ACCESS PERMISSION NECEUSARY TO THE CONSTRUCTION O ALL IMPRCVEMENTS LOCATED CN PRIVATE PROPERTY AMC PAY ALL COSTS OF THE SAME. COPIES OF ALL EAM14ENTS AMC ACCESS PERMISSIUN WILL E PROVIDED TC THE CUNTRACTOR. THE CONTRACTOR SHALL PEW ALL WOW ON PRIVATE PROPERTY IN STFICT COMPLIANCE WITH THE TERMS AMC CONDITIONS OF THE EASEMENTS AND FIG. :-ACCESS DOCUMENTS, SUPPLEMENTAL SPEt IFICATIDE REVI0W101651 PAGE 1Ca SECTION 1-06 PROSECUTION AM OHM 1-0S,3 PROGRESS SCHEDU F IREPLACEMENT SECTIOMj IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AD BEFORE THE FIRST PARTIAL PAYMENT 16 MADE. THE CONTRACTOR SMALL DELIVEP TO THE ENGINEER AN ESTIMATED CONS/RUCTION PROGRESS BCHED ULE IN FORM SATISFACTORY TO TIE ENGINEER. SHOWING THE PROPOSED DATES OF COMMENCEMENT APO COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF UDMK REWIRED UNDER THE CONTRACT DOCUMENTS APO THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRALTOP IN ACCDRDANCE WITH THE PROGRESS SCHEDULE. THE CONTMACTOR SMALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WOIW. DONE FOR THE PURPOSE OF MAKING PARTIIL PAYMENTS TMEREOM, THE CASTS EMPLOYED IN MAKING IP ANY OF THESE ECNEDULE6 WILL BE USED ONLY FDA DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE COEIGERED AS FIXING A BASIS FDA ADDITIONS TO DR DEDUCTIONS FROM THE CONTRACT, WOW^. 17 BECOME EVIDENT AT ANY TIME DUPING CONSTRUCTION THAT OPERATIONS WILL ON MAY FALL BEHIND THE SCHEDULE IF THIS FIRST PR3GAM, THE CONTRACTOR SMALL. URON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING GUI OPERATIONS, METHODS, AND EQUIPMENT. ADDED UURI, FORCES CA WORMING SHIFTS, NIGHT WDMM, ETC— BY WHICH TIME LOSS MILL BE MADE IP, AM CONFER WETN THE EN, ER 4NTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. F1'.ITHER. IF AT AM TIME A PORT, UP THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT MITN THE CONTRACT PROVISIONS, IT SHALL, UPON MEGUEST BE REVISED BY THE CONTRACTOR AID WORM SMALL BE PENFOHMED IN COMPLIANCE WITH THE CONTRACT PRDVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REGUEST IS MADE AID UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WIT4HELD. E.ECUTION ff THE NOW ACCOEOING 1L THE ACCEPTED SCWMUIE OF CONSTRCTION OR APPIA,VCD MODIFICATIONS THEREOF. IS HEREBY MADE AN OBLIGATION OF THE CONTRACT, 1-06.3I11 PRE-CONSTRUCTION CONFERS 7JQN1 PRICE TO THE START OF CONSTRUCTION. THE CONTRACTOR, ENGINEER, ALL SUSCONTRAD•'R. UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AID OTHER INTERESTED DEPARTMENTS SMALL ATTEND A F"C-CONSTRUCTION CONFERENCE, WITH TIME. PLACE. AND DATL TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY. A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS APO DISCUSS ANY PROBLEMS 'MAT NAY SE INCNPED. THE TIME, PLACE. APO DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE, 1-06.4 PROSECUTION OF WOW IAOCITIONAL SECTION) THE CDMRACTOR SMALL NOTIFY THE CITY OR RENTON AT LEAST AB HOURS PAIDR TO COMMENCING WORD, THE SAME NCTI,ICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES EY DIALING 611 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE HIABER AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY, THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION A CLOSURE ID PROPOSED TIME OF ACZESS TO THEIR FNOPERTY, 1-06.5 TIME-9 COMPLETION IAODITIDNAL SECTION REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SMALL START 10 DA"E FROM THE DATE OF THE LE7TER NOTIFYING ',NE COMPACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE COMMIT TinE IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT UTHERISE DEFINED HEREIN AS A NON WORKING DAY, A NON WORDING DAY IS DEFINED AS A SATUDAY, SUNRAY DR RECOGNIZED HOLIDAY CFI A DAY ON WHICH THE CONTRACTOR I 'ECIFICALLY REOUIRED NT ONE CONTRACT TC SUSPLH GVNFTRICTION SUPPLEMENTAL SPECIFICATIONS RTV,USIJO/951 RASE 14 1-06.5 CONTINUED + • ALL DEFINITIONS CF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS $HALL BL AS FOLLOWSM NEW YEAR'$ DAY, LINCULN'S BIRTHDAY, WA6NINSTON'S BIRTHDAY, MBMOFIAL DAY, JURY A, LABOR DAY, VETERANS DAY, TMANKSGIVING AND THE DAY FOLLOWING, AM CHRISTMAS EVE AMC CHRISTMAS DAY. THE DAY BELOPE CHRISTMAS SMALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHFISI AS SMALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A NOWAY, WEDNEMDAY. OR THU RSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PRECEDING VCHKING DAYS SMALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DA'. OCCURS ON A SUNRAY. THE TWO WORKING DAYS FOLLOWING SMALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DIL1GENfLY PROSECUTE THE LORE TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IRA THE CALL FOR BIDS. PROVIDED. HOWEVER. THAT THE CITY SMALL HAVE THE RIGHT UPON REOUEST OF THE PUBLIC WORKS DEPARTMENT, CITY OF NEWTON, M. TO EXTEND THE TIME OF COMPLETION OF $AID WORM. NO EXIENSlON SALT IS VALID UNLESS THE LANE IE IN WRITING AND ACCOPANISO BY THE WRITTEN CONSENT TC SUCH EXTENSION BY THE SURETY ON THE bND OF THE CONTRACTOR. TINE LOST IN REPLACING 16PWPER WORN DR MATERIAL SHALL NCT FURNISH AM MUMS TO THE CONTRACTOR FCC CLAIMING AM INTENSION OF TIME FOR THE COMPLETION CF THE WOK, AND SMALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILLE. TO COMPLETE THE WOW WITHIN THE TIME REQUIRED. 1-C6.8 L WIDATED DAMAGES (ADDITIONAL SECTION( THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL O(PENSE. AND COURT COSTS INCURREI BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SMALL BE AM AMOUNT EQUAL TC ACTUAL SWAM COST PLUS 100 PERCENT FOR OVERHEAD, 1-06.11 OVERTIME MCR BY OWNER EMPLOYEES [ADDITIONAL SECTIONI WHEN THE COKi RACTM PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 6 HODS PER DAY OF AD WIAS PER MEEK. OR ON AM CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION. THEN THE CONTRACTOR SMALL REIMBURSE THE CIT: AT THE RATE OF 850 PEP HOUR, THE C:TY SMALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SMALL NOTIFY THE CONTRACTOP O ITS INTENT TO REWIRE SAID INSPECTION. SAID COSTS WILL BE DEUCTFII FROM MONIES DUE THE CONTWCTJP ON EACH MONTHLY ESTIMATE. 1-06 11 CONTRACTOR'S PUNT AND EQUIPMENT IREPLADk MgM 6ECTIOM; THE CONTRACTOR ALONE SMALL AT ALL TIN-S OF P SPUNSIBLE FOP THE ADEQUACY, EFFICIENCY, AND SUF°ICIEMa OF HIS AND HIS SUBCONTRACTOR'S PUNT AND EQUIPMENT. THE OWNER SMALL HAVE THE FIGHT TO MAKE USE O THE CONTRACTOF'S PUNT AND EQUIPMENT IN THE F:RFORANCE OF ANY WORK ON THE SITE O THE WORK, THE USE BY THE OM*;F O SUCH PUNT AND EQUIPMENT SMALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCOKINGLY. NEITHER THE OWNER WON THE ENGINEER ASSUME AM RESPDWa9IL:TY, AT AM TIME, FOR THE SECURITY O THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENDED UNTIL FINAL ACCEPTANCE OF THE WOW BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FDA THE PUBLIC SAFETY AMC FOP THE PRCTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE ONK'EP WILL BE PROVIDED KEYS F-.R ALL FENCED, SECURED AREAS. SUPPLEMENTAL SPECIFICATIONS ACVIOVIUE51 PACE 15 t-PSI I ATTEMTIw TD ro NE 'Mal • THE CONTMCTOF SMALL GIVE HIS PERSONAL ATTENTION TC AK SHALL SIPENVISE THE WORK TO THE CIO THAT IT SMALL BE PROSECUTED FAITHFULLY. Alt WHEN HE IS MCT PEPEDMAL0 PRESENT ON THE Volt SITE. ME SHALL AT ALL REASONABLE TIES BE ROWSENTED B7 A COMPETENT SUPERINTENDENT VC SMALL HAVE FULL AUTHORITY TO EMECUTE INC SAME, Alf TC SUPPLY MATERIALS. TOOLS. AND LAMP WITHOUT DELAY. ABC 6YHC SMALL IS THE LESAL REPWSWATIVE OF THE CONTRACTOR. THE CWW'TCA SMALL BE LIABLE FOP THE FAITHFUL CBSERVANEF OF ANY lACTHDTIOW DELIVERED TC HIM OR TC HIS AUTHOFIIE' HERD, TiVE. SECTION 1-O2 MEASIPWNT AMD PAYMENT, 1-05.1 NEAWREYEN' 6 4UAN::1IES LAX-.TIWL SE:-_1DM,, THE CONTRACTOR WILL BE RESPONSIBLE TC AMUPE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOP THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT CA FOR VEAIPYING TYPE OF MATERIAL ARE RECEIVE BY THE ENGIREEP AT THE TIME 6 DELIVERY IN ORDER FOR PAYMENT TO BE MADE, A. r THICK PAYMENT WILL MCI BE MADE FCP DELIVERY TICKETS WIC" DC MCI SIA TYPE OF MATERIAL, GROSS WEIGW. TARE WEIGHT. THILX NUMBER, DATE. WEIGHAETERS CFRTIFIUIIQH,AMD INSPECTOR'S INITIALS. KALE CERTIFICATION SHALL BE SUBMITTED AS EARLY 1% THE PRWECT AS POSSIBLE. EACH MEIGMT STA770M SMALL MAINTAIN A RECOAC OF THE TNOCK NUMBER, TIME, DATE. AMC IIEIGNT OF ALL Tq=S PROYLCINC MATERIAL TC THE PRCjECT. THE MEISW LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATE CASES IMERE SCALE NE;;HT IS HOT AVAILABLE. THE INSPECTOR SHALL MEASURE IME THUDM VOLUME AND CERTIFY AS TC ITS FULL LOAD OELIVERY. L BY C7HEP MEANS METXQ• FOP MEASU',c ENT AM PAYMENT iOA MATERIAL BROUGHT TL THE SITE BY ANY CTNEP MEANS WILL BE CETEMINED BY CUNTRACTOWONEP AGREEMENT BEFORE AWE OF THE CONTRACT. t_OB_.3 %PP_�_PAYM hj Lp T7O 4 SECTIDNI ALL COS$ AND EXPENSES FOP ITEMS OF WON. EQUIPMENT, OF MATERIALS, INCLLDING INSTALLATIONS, NOT IDENTIFIED V 61O ITEMS IN THESE SPECIFICATIONS SMALL BF ICIDCNTAL TO TIE P4C.IEC1. MC SEPARATE PAYMENT OF ANY KIMO WILL ED ,/OE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENT$ ON ESTIMATES MAY SE WITHHELD UNTIL A WORK PACGRESS SCHEDULE. AS DESCRIBED IRA SECTION 6. HAS BEEN RECEIVED AK APPROVED. IN THE EVENT THA1 ANY NATEFIAL OF WOMMANSHIP DOES MOT MEET THE PEOLIMEMWIS OF SPECIFICATIONS. THE CITY MAY HAVE THE CPTION TU A'fl I SUCH MATERIAL OF WCHXMANSHIF IF THE OIRECTQA O PUBLIC NCFKS DEEMS SUCH ACCEPTANCE TO SE IN THE BLS? IWWEH NT OF THE CITY, PROV PEI THE CITY MA1 NEGOTIATE PAYMENT OF A LOWP UNIT PRICE FDA SAID MATERIA: M UMS.MAMBNEH. Y-01 CLEAAIW6. GRIBBING, AND RQW6/0E GRAN 2-01,2 0ISPCSA;6 USAfi1F. MATERIAL L OEBF:F HpAW lAI PEPLAC_ Ni�R CT` N DELETEM --,NE COHTAACTOF SHM_L DISPOSE OF ALL DESPIS BY ONE 0> MORE OF THE THREE C:;POSAL METHODS DESCRIBED BELOW ADOt "THE WNIMCTOP SHALL CaMLY W 1N ALL LAIC UD RULES GOVERNING DISP0UL OF OEBRIS AMD CONSTRUCTION MATERIALS IN APPACVED LANDFILLS.- SLIVUMEWAL SPECIFICATIOS AWMIG/65I PAGE t6 2-01,21I C:SPC�_Mn' MC. 0,LN MNIM6 - DELETE • F valgi C:SPDSAL RE-Hur K. 2 - C0r-%LLED BUIININ6 - DELETE E-Cl X4l DISPOSAL NETHM M. L, DISPOSAL AT A LANDFILL (ADDITIONAL YECTIDMI ALL CEBF:S, WASTE, EXCESS CONSTRLC71M MATERIALS AFL CTHEP MISCELLAMEM HATEFUL OCT SALVAGE[ T THE ORE; OR COHTRACTOF OF CISPUU3 OF P AN CTLEF APPROVE METHM ARE TO BE DISPOSED OF AT A LANDFILL APPICVE AM L:C kw BY THE APPROPRIATE GOVERNING DWI. 2-01.3i A; BMCSICF CLEAN - DELETE 2-01.5 PAYMENT MPANTIAL REP�CEMEMT SECT IC�,_ DELETE :TEN A E-02 NEWVAL OF STBILTIBES AED 08S1MICTIOMS 2-02.3!3'. REN_YA4_OF PALfMEMT ICENAAa AM CURBS :SUPPLEMENTAL SECTION': ADC: .. WHEN AN AREA WHERE PAVEMENT MS BEFN REMOVED IS TC BE OPE•EC `C TRAFFIC BEFORE PAVEMENT PATCH:NG HAS BEEN FINISHES;. TEMPORARY SIC COLD PIE-M'JE ASPHALT CONCRETE PATCH SMALL BE REDU:RED. TSIPORWR COLD MIX PATCHING SMALL BE PUCE TC A NAXIMLN DEPTH OF 1 IMP IMMEDIATELY AFTER BAUFILLIN6 AM COMPACTION ARE COMPLETE AMC MORE THE BOAC IC OPENED TO TRAFFIC. 2-0_.5 PAIVENT IREPUCFIEM SECTIOMi ALL COST RELAYED TO THE RFECVAL OF STRLLTWES AM UBSTRUCTIONS SMALL HE CONSIDERED INC:OENTAL U AM IMLAOE IN THE UNIT C&WAACT MICE OF OTHER BIC ITEMS UNLESS DESIGNATE AS A SPECIFIC BID ITEM. 2-03 RIVNWAY V(CAVAYlOK.NM ENUMM RT 2-03_t DESCPI PTION ivAPTIAL REPLACEMENT SECTS N REPLACE PAMERAPH 2 W:TH: THE MOIL INCLLVES THESE ITEMS UNLESS THEY ARE DESIGNATED A$ PAY ITEMS IN THE CONTRACT: 1, HAUL 2. SLOPE RDUEIN6 3. EXCAVATIOA OF STRUCTURES, DITCHES AMC CMNNE.LE, A. REAICVAL IE UNSLITABLE MATERIALS. E. REMOVAL 6 PAVEMENT . SIOENAUS. ORIVEW?YS. CUM AM 6UT11 ?TRLVED GRABS. HM OTHER SIMILAR SURFACE IMPROVEMENTS 2-03.3121 _RER CNS iPARTIAL REPLACEMENT SECT REPLACE PARAGRAPH 1 LONTRLLLU BUSTING WITHM CCMTRDLLED BLAST IMG - BEFORE BUSTING WILL BE APPROVM THE CONTRACTOM MUST DEMONSTRATE TO YHE ENG;NEEP AM LOCAL POUCE AND F.PE DEP&PULNTS THE NEE FOF THIS METHOD U EXCAVATION. IF APPROVED BEFORE ART DUSTING RESINS. THE ENGINEER WILL REQUIRE THE CONTRACTOR TC PRCVIOE INFOMATION ON NON DRILUNG, LOADINI AM 6-40TING WILL BE ACCOMPLISHED. ALSO. THE CONTRACTON WILL PROVIDE A DETAILED EXPLANATION OF BN .MCI.17ION BILL BE FOLLOWED IF BUSTING IN AA LAMA OF RESIDENTIAL AREA. BWPLFMENTAL SPECTFS!ATIOIE REVIIUIN85. FAGE 17 2-03.3[141E UMMIITABLE FOUNDA EXCAVATION LAEPLACENENT S R M� • WHEN SHOWN ON THE PLANS OR MEND S➢ECIFIED IN THE SPECIAL PROVISIUS, INSTABLE NATURAL GAWK SHALL BE EXCAVATED PRIOF TC THE PLA:EMENT OF EMMW.NEAT OVER THE AREA. THE D'ST ME NATEAIAL HAY CONSIST OF PEAT, MUCK, SMNPY OR UNSUITABLE MATERIALS, INCLUDING SWIM LOX AM BTHBWS, THE IAIERIAL SHALL BE allVATED BY ;HE CONTRACTOR AS OIRECT® B1 THE ENGINEER TO GIVE THE CONSTRICTED 9114NICHENT FULL REAPING ON SOLIC GMUC. MATERIALS EXCAVA'.D FROM THE ROADWAY OR CHANNEL CHANGE PPISKS. WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXIAVATION UNLESS THE AEMVAL MUST BE ACCOWLISMG BY DFABLINE OPERATION OF BY SPECIAL EXCAVATIUN HETHES PEOL.RING DIFFERENT. EQUIPMENT FROM THAT USEC FOP ROADWAY EXCAVATION, IN MHICN CASE NEASURENENT ANC PAYMENT AS `UNSUITABLE FOUNDATION EXCAVAT:OM OM A PEP CL2IC YAM BASIS BILL APPLY. V-03,31141F D.SP',.A-EIEWT OF UNSUITABLE FOUNDATION MTERIALS - DELETE 2-03.5 PAYMNT [PAR 1C. REPLACEMENT SECTIDNI ACC TC BEG:WING OF FA4AGPAPN I -ALL MATERIAL UNITS GOVERN IN THIS SECTION SHALL INCLUDE THE HAUL TC AFL FROM THE JOB S:TE AS PART OF THE:F SKIT PRICE. REPLACE PARAGRAPH 1 ITEM 1 W"HW 'WHEN THE ENG:Nr. ORDERS EXCAVATION F FEET ON LESS .ELOW SUBGRADE. UNIT CONTRACT PR:CEE FOP RCACN;,Y EXCAVATION AID HAL, SMALL APPLY, IF HE ORDERS EXCAVATIDN NORE THAN 2 FEET BELOW SUBGPAOE, THAT PART BELOW T-E I-FCCT LEPTH SHALL BE PAIL FOP AS PROVIDED FOP IN SECTION 2-03.5131 USU:TABLE FDUNDATIUh EXCAVATION," NEPLACE TIYJ OF ITEM 3 WITH: '9NSUITAP'E FOUNDATION EXCAVATIDM. PER CUBIC YARD, WHEN THIS BIO ITEN APPEARS IN THE SCHEDULE OF PRICES. THE CONTRACT PRICE PEP CUBIC YAM SHALL HE FULL CONPENG.AT:ON FOP OXCAVATIND, LOADING. PLAC:NP RP OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL. MEN NO BID ITEM FOR 'UNSUITABLE FOUNDA71DN EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOP FOUNDATION NATEPIAL CLASS A OR CLAM 6 APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FOPTH IN SECTION 2-05.5.7. MEN NEITHER OF THE ABOVE ITEMS IE PPCVICEC IN THE CONTRACT SUCH MORN AS NAY BE ORDERED BY THE ENGINEER SHALL BE ACCON LISHM AE EXTRA WORK AM PAYMENT WILL BE MDE AS PROVIDED IN SECTION 1-04.6. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOP ENBANKNEAT COFACTIOM SMLL BE INCIDENTAL TC OTHEP PAY TTENS INVOLVE,• 0-04 HAUL 2-04.5 PAYMENT [REPLA MENT 6ELTSONI ALL COSTS FOR THE HAULING OF NATERIAL 70, FROM OR ON THE .DB SITE SMLL BE CONSIDERED INCIDENTAL TG AND INCLUDE IN THE UNIT CONTRACT PRICE OF CTHEP UNITS OF WON(. .` E-06 SLOPE TREATMENT 2-05.5 PAYMENT IREYUCiEn GFC7�Q,N' ALL COSTS FOP SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AM INCLUDE IN THE UNIT CONTRACT PRICE OF CTHEP UNITS OF WCAR. SIPP.ENENTAL SPECIFICATIONS REVID6.110/851 PAGE 16 B-OB XTAY' AE El AXAl N • • BE CT w I" VISA A'HD INCLUDE THE XCAVATIOM. MAUL AM DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PRAT, MUCK, SWAMPY DP USUITABLE MATERIALS, INCLUDING BURIED LOSS AMC STUMPS. 2-09.3''11C REMOVAL OF UNSTABLE BASE MATERIAL !PARTIAL REPLACEMENT SECTION] REPLACE PARAGRAPH 2 WITH: GAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRLJS40 ON PARTIAL CRII54E GRANULAR MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.7E FOR GRADATION AM ULALSTY. 2-Da_yM1)O DISPOSAL OF EXCAM•ATEi:_NAT LA PARTIAL REPLACEMENT SECTION REPLACE THE SECOND AM THIM PARAGRAPHS MITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATIDN CLASS A OR CLASS B SMALL INCLUDE ALL COSTS FOR LOADING AND MAULING THE MATERIALS, 2-0S.A MEASUPEMEN: [PARTIAL REPLACEMENT SECTIDNI MIN:KP TRENCH WIDTH FOP PAYMENT SHALL BE 1 FOOT. HOR:ZUNTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MOM THAN 50 INCHES IN SPAN, STRUCTURAL PLATE IPE, AM UNDERPASS SMALL BE 1.5 FEET LDWEP LIMITS FDF PIPE THE BOTTOM OUTSIDE UP THE PIPE . OR THE BCTUM OF REQUIRED BEDCINL MATERIAL WILL SERVE AS THE LOITER LIMS'f fDR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION M. . BE MADE BELOW GRACE. DELETE THE LAST TWO PARAGRAPHS. 2-06.E PAYMENT [REPLACEMENT SECTIJNI WHEN THE PROPOSAL INCLUDES AM OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWSM 1. "STRUCTURE EXCAVATION CLASS .,• PER CUBIC YARD. 2. "SIPLCTURE EXCAVATION CLASS B.- PEP CUBIC YAM, THE UNIT CONTRACT PRICE PER CUBIC YAM FOP THE BID ITEMS LISTED ABOVE SMALL BE FULL PAY FDA ALL LABOR, MATERIALS. TOOLS. EQUIPMENT, AM PUMPING INCLUDING HAUL IF THE ENGINEER ORDERS THE CONTRACTOR TD EXCAVATE BELOW THE ELEVATIONS SHOWN ON THE PLANS. THE UNIT CONTRACT PRICE PEP CUBIC YAM FOP "STRUCTURE DLCAVATION CLASS A NOR M1 SMALL APPLY, BUT IF THE COMPACTOR EXCAVATES DEEPER THAN THE PANG OF THE ENGINEER REQUIRES, TI'E M.IER WILL M'TT PAY FOP MATEPIAL REMOVED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE. THE CONTRACTOR, AT HIS EXPENSE. SMALL REPLACE SUrl MATERIAL WITH CONCRETE ON OTMEF MATERIAL THE ENGINEER APPROVES. WHEN "STRUCTURE EXCAVATION CLASS B" IS NOT INDLLDED IN THE 810 ?TENS THEN ALL EXCAVATION, AND ALL HAUL AND DISPOSAL OF E%CESS OF UNSUITABLE MATERIALS, TOGETHER WITH ALL LAMP, TOOLE 'ULIPMENT MOUIRED TO EXCAVATE TO LIMA AND OWE FUN AM PIPE, CULVERT OR CONDUIT SHALL BE CONSIOEI ;IJEATAL TC THE PRICE PAID FUN THAT PIPE, CULVERT UP CONDUIT AND M ADOITICMAL PAYMENT SHALL BE H. 5. "SHORING AM CPI68:N6 OR D(TRA EXCAVATION CLASS A...... LUMP SUM. THE IMF SIN CONTRACT PRICE EHALL BE FULL PAY FOR ALL LABOR, MAT ALS, TOOLS, AND EOLIPMENT NEEDED TL BUILD. DEWATEF, PUCE PIPNAF TO PREVENT SCOU 'MD REMOVE THE SMORIND, CRIBS. COFFERDAMS 09 CAISSONS. SWPUMENTAL SPECIFICATIONS REV[OEfiD/851 PAGE 18 2-0G s ;ANT1NI I • • IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OP CAISSONS WHEN IS CooriRACT PROVIDES W BID ITEM FOP BLDO 'WORK, THE OMMER WILL PAY AS PUOVIDED 1N SECTION 1-04.4. IF HE ENGINEER REQUIRES THE CDNTRACTOP TO BUILD SHORING OR CRIBS 09 EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON T1.E PONE, THE OWN'T WILL PAY INS LAW SUN PRICE AND W PAM WHEN THE EYTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET, FOR OEPIHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN OR THE PUNS PAYMENT WILL BE AS PROVIDED IN MOTION 1 04.4. 6. 'GRAVEL BACKFILL(KINO)," PER TOM. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AMC CLASS OF GRAVEL SACKFILL USED SMALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. 7. 'FOUNDATION MATERIAL CLASS A OR CLASo B'. PEP TON. IE EXCAVATION ]FLOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE UNSTABLE, OP UNUSAGLE, OR Uh U:TABLI MATERIAL IS REQUIRED BY THE ENGINEER THEM ALL LABOR, MATERIAL, AK EOUIPMO:NT REWIRED TO EXCAVATE, LOAD, MAUL, AIL DISPOSE. OF SUCH MATERIAL, AMC TL REPLACE THE MATERIAL WIT' FOUNDATION MATERIAL CLASS A OP CLASS B SMALL BE PAID IRA THE BID ITEM •FOUNDATION MAT EPI AL CLASS A OR (LASS B"I SECT ION 9-03.12111�r PEP TON AND NO ADDITIONAL PAYMENT SHALL BE MADE. HI TRIMMING. AM CLEANUP P-11.J CDW!RLCTION REQUIREMENTS [ADDITIONAL SECTIDNI ADD TO PAiAGPAPN 1: 7. REMOVE TREES, SNAGS, DOMN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AMC OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUSEING. E. THIN TREES OP BRUSH AS REOUIRED BY THE ENGINEER. S. FILL IDLES AMC SMOOTH AND CCA70UP THE GROUND. 1C. SHAPE THE ENDS OF CUTS AMC FILLS TG FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS. "A ASPHALT CONCRETE PAVEMENT 5-04.5 PAYMENT (FAFTIAL REFWOEMFW SECTIO1 ALL COST FOP THE ITEM 1E CRACK SEALING. 13 TEMPORARY STFIFING, S 14 REMOVING TEMPORARY STRIPING SMALL BE CONSIDERED INCIDENTAL TO wND INCLUDED IN THE UNIT CONTRACT PALL OF OTHER UNITS OF WORK: "N CEMENT CONCRETE PAVENEfT 5-05.5 PAYMENT LPAPTIAL Rill SECTION] REPLACE :TEO 7 WITH: .. 'CEMENT CONCRETE CRIYEILAY', PER SUWP' YANG SUPPLEMENTA'. SPEDIFICATIJNS REVIOSf1Q/05) PAGE BO 7-01 BwIWs • i 7: 1.A MEnLHEMENT_JADOITIOHAL SECTION) ADD 70 PARASIAFH 2; 'WHEN THE CONTRACT ODES NUT INCLODE 'STRUCTURE EXCAVATION CUSS B' AND 'STRUCTURE EXCAVATION CLASS B INCLLDINS HAUL' AS A PAY ITEM ALL COSTS ASSMATED WITH THESE ITEMS SMALL BE lNCLIDEO IRA OTHER CONTRACT PAY ITEMS.• 7-02 CULVERTS 7-02.2 RATERIALD LADDIT IOHAL SECTION; ADC TC PARAGRAPH It PVC PIPE B-05.12 PVC PIPEI WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR AL MINLM ARE REFERRED TO IN SECTION '-02 IT P ALL BE UNDERSTOOD THAT REFERENCE IS ALSO MADE TO PVC. 7-02.3(1)C ?LACING PVC PIPEJADOITIONAL 6ECTIDN' IN THE TRENCH. PREPARED AS SPECIFIED IN SECTION 7-02.30) PVC PIPE SMALL. BE LAID BECINMING AT THE LOVER END, WITH THE BELL END IPGRADE. PEA :RAVEL MILL BE USEC AS THE BEODING MATERIAL AND EXTEND FROM 6" BEL:s THE BCTTOM CF THE PIPE TO 6^ ABOVE THE TOP LT THE PIPE. NNEN IT IS NECESS TO CONFECT TO A STRUCTURE WITH A MJDDED JOIN" A RLJBKP SASKETW CONCRETE COLLAP WILL BE USEC AT THE POINT OF CONNECTION. 7-02.A MEASUREMENT (PARTIAL REPLACEMENT SEC'ION•I DEUTE LAST PARAGRAPH 7-02.5 PAYMENT [PARTIAL REPLACEMENT SECTION1 DELETE ITEMS 1 THROUGH 20 AMC REPLACE WITH: 1. Sbra onto DIPS per L.F. 2. _" a CUrru6e Lae SteeL ArcC Plps per L.F. 3. _^ a CLrru6staE AlualnuA Arch Prpe per L.F. A. 'Concrete CLAAN C• per C.Y. 5. _• DIaMLer FLO," Eno SActicn Par Es. DELETE PARAGRAPHS 5 6 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AID UNDERPASS 7-03.6 MEASUREMENT (PARTIAL REPLACEMENT SECTION) PersSrsph $o REPLACE -SECTION 2-08.4" WITH -SECTION 2-GS.5• 7-0_3.6 PAYMEM LPAER IAL REP LACEME T SECT UN DELETE ITEMS 11, Sint 13 REPLACE LAST PARAGAAeH WITH, THE I'HIT CONTRACT PRICE FOP GRAVEL BACKF:LL FOP FOUNDATIONS CLASS A OF CLASS B SMALL BE PAID IN ACCORDANCE WITH SECTION 2-0S. SLPPLFMENTAL S'Er IFICt •CNS REV(OS/10/651 PAGE 21 7-04 STORM MEN • • 7-04.2 MATERI4L9 Ij%"KNTAL SERI3NI ADO: PVC SHIER PIPE 7-04.3 1 S PIPE BEDCING (SIPPLENENTAL SECTION! Mot PIPE BEDDING FOR PVC SEMEN PIPE SMALL CONSIST OF PEA GRAVEL. .T SMALL BE PLACED TC A DEPTH OF S" OVEF ANC S" UIDEP THE EXTERIOP MALLS OF THE PIPE, 7-04.3121A SWVFY LINE AND BADE (PARTIAL REPLACEMENT SECTIDNI REPLACE PARAGRAPH I t CI'. SUPVEY LINE ANC OWE WILI BE PRDVIDEC By THE ENGINEER OR CONTRACTOR IN A MAMEF CONSISTENT WITH ACCEPTED PMCT''ES AND THESE SPECIFICATICIS. 7-04.313! BACWF•.LLING STDW. SEWER TRENCHES 'ELPPLENENTAL SECTION! ADD TO PARAGFA"4 3: PVC PIPE SMALL HE BEDDED Aft SARFILLEC WITH PEA GRAVEL IN ALXARCAMCE WITH 7-04.301 B PRIOR TO BAIXFILLING THE REM:NDEF OF THE TRENCH. 7-04.4 MEASUREMENT [PARTIAL REPLACEMEN'1 SECTION] RLPLACE PARAGRAPH 4►IRA EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRICTURE EXCAVATION CUSS B OR STRICTURE EXCAVATION CLASS B INCLUDING MAUL, AS SPECIFIED IN SECTION E.09. 7-13 .4 PAYMENT [PARTIAL REPLACEMENT BECTIDN! DELETE ITEMS T THROUGH B AND REPLACE WITH: 1. _• StRra N. , 1110, Par L.F. .. COPVRt. CUR. C. P4r C.Y. WHEN NO BIG ITEM "GRAVEL BACNFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE °EDDING AS SHOWN IN THE STANDARC PLANS SMALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SMALL ME WE. REPLACE PARAGRAPH 3 WITH: TESTING OF STOP(. SEISA PIPE IF REWIRED BY THE ENGINFFR SMALL BE CONSIDERED INCIDENTAL TO AK INCLUDE IN THE UNIT CON7RA7T PSICEE FOP DDEP ITPS. 7-0 MINCLES. GRATE INLETS, DROP INLETS. AND CATCH USING 7-05.3ji! ADJUSTING HANMDL,LS A.0 CATCH BA6]A"s TC 6R'1'E 161PP_}F„ Ni_AL 6ECT ION: APD: IN L'MPAV_q_gTFEETSE NANNCLES, CAICN BASINS AN[ SIMILAR STRUCTURES IN AREAS IC BE SLASACEL WITH C"HED NOCP OF GRAVEL SHALL BE CONSTRICTED IC A POINT APPRCXIMATELY LIGHT INCHES BELOW TIG SUBGWIOE AND COVERED W.TH A TEMVORARY UDR' COVER. EXISTING MARMDLES SMALL BE CUT OFF AM COVERED IN A SIMILAR MWNER, THE CMA06CTOR SMALL CAREFULLY REFERENCE EACH. MACLE SC THAT TNEY MY BE "-SILT FOUNC UPON COMPLETION OF THE STREET WOW. SIPPLFMENTAL SPECIF:CATIDNS REYID6'IC/S5I PAGE 22 T-0S.9(11 COMTIM • • AFTER PLACING THE GRAVF' DP CRUSHED STOW SURFACING. THE MANHOLES AND MANHOLE LISTINGS SHA BE CONSTRICT® TO THE F:N:Sh& GRACE OF THE WAOWY SURFACE. EXCAVATION NECESE,A FOR E.HGING MANGLES IC EWE SHAIl CENTER ABOUT THE MANHOLE AMC E HEIR TO THE MINIMUM AREA NECESSARY. AT TK COIPLETION CF TA_ MANHOLE ADJUSTMENT. THE VOID AM LAND THE MANHOLE CH",I BE BA7LFILLD WITH MMTERIAS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL POW MY SECT1(' 10 BE THOROUGHLY COMPACTED. MNEPE BITUINDUS GLNFACE TREATMENT IS TO M PLACED, TE MAFN..i GASTiMSS SMALL E INSTALLED FROM 1/2 :MCP TO OK INCH HIGHER THAN THE ROADWAY SURFACE. AS THE ENGINEER MAY DIRECT, IN CEMENT COHCPETE PAVEMENT MNUOE6. CATCH RISING AMC SIMILAR STP CTURET SMALL E CO ARCTED AMC ADJUSTED IN THE SAME MANNER AS OUTLINE[ ABOVE EXCEPT THAT THE F'HAL ADJUSTMENT SMALL E MADE AMC CAST INCH FRAME E SET AFTER FOMO HAVE KEN PLACED Alt CHMED. IN PLACING THE CONCRETE PAVEMENT. ENTREE CARE SHALL E IMEN NOT TL ALTER THE POSITION OF THE CASTING :N AN'. VY. IN A§Pt L -CONCRETE PAVEMENT MANHOLES SHALL NOT E ADJUSTED IMT I! THE PA"-ENT IS COMPLETED, tT MH:CH TIME THE CENTER E LALH MANGLE SHALL E CAREFULLY RELEGATED FROM REFEREH PREVIO'JSLY ES•ABL:SHEC E1' THE CONTRACTCR. THE PAVEMENT SHALL E CUT IN A ASMICTF Af p ARE. BASE iERIAL E PEMCVa IC PERMIT REMOVAL O THE COVER, THE MAMHCLE SHA. ffM E BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS E CONSTRUCTION AS FDP TH N%POLE I76EO. THE CAST INCH FRAME SMALL E PLACED ON THE CONCRETE SL.O9LS AND H®SE UP TO THE DESIRED SOLD.. TM ASPHALT COCRETE PAVEMENT SMALL E CUT ARC REMOVE; TO A KIT CIRCLE, THE DIAMETER OF W"CM SMALL E EQUAL TO THE OUTSIDE DIAMETER E THE CAE'T IRON FRAM- PLUS TWO FEET, THE BASE MATERIAL AMC CRUSHED ROCK SMALL E AEMOVED AID CLAW 919/4) CONCRETE SMALL E PLACED BE THAT TH ENTIRE VOLUME OF THE EXCAVATION 26 REPLACED LP TC WI"aR BUT NOT TO EXCEED 1 1.2 INCHES OF THE FINISHED PAVEMENT SURFACE. ON THE FOLIDNIK DAY THE COCETR . THE ®E 6 TM: ASPHALT CONCRETE PAVEMENT. AND THE OUTER EDGE O THE CASTING SMALL E PAINTED WITH MOT ASPHIA' CEMEV^. ASPHALT CONCRETE SHALL THEN E PLACED AMC CCMFACTED WITH HAW TAKERS AID A PATCHING FOULER. ASPHALT CCHCRETE WILL E PAID FOR AS ' ASPHALT CONCRETE PAVEMENT. CLASS B IMCLUD:MG PAVING A~LT PEP TOM'. THE COMPLETE PATCH SMALL MATCH THE EXISTING PAVE SURFACE FOR TEXTURE. DENSITY. AND UNIFORMITY O CAADE. THE JOINT BETWEEN THE PATCH AM THE EX:STIMG PAVEMENT SMALL THEM E CAREFULLY PAINTED TCTH HOT ASFM.T CEMENT OR ASPHALT EMULSION AMC SMALL E IMMEDIATELY COVERED WITH CRY PAVING BAW BEFORE THE ASPw-1 CEMENT SOLIDIFIES. THE INSIDE THROAT E THE MANHOLE SMALL E THOROUGHLY AORTAL AM PLASTERED. ADJUSTMENT E INLET$ THE FINAL ALIGNMENT AMC UWE OF LAST IRON FAMES FOR NEN AMC OLD INLETS IC E ADJUSTED TO GRACE WILL E ESTAB-SHED FRO. THE FORMS OF ADJACENT PAVEMENT SURFACES. THE FIN: ADJUSTMENT OF THE TOP E THE %LET WILL E PERFORMED IN SIMILAR MANNER TO THE ABOVE FOP MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION. THAT PORTION O THE CAST lam.. FAME NCT EMBEDDED IN THE GLITTER SECTION SMALL E SOLIDLY THSEDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIN INCHES BEYOND TH EDGE OF THE CASTING AND SMALL E LEFT 1 1/2 INCHES BELOW THE TOP OF TK FRAME SO THAT TRE NEARINI, COURT OF ASPHALT CONCRETE PAVEMENT WILL MUTT THE CAST IAON FRAME. THE OUSTING CONCRETE PAVEMENT P W 'OCL O THE CAST:NG SMALL E PAINTED WITH ACT ASPHALT CENT. ADJUPMENTS IN THE INLET STRUCTURE SHNL E COFIRUCTED IN THE SAME MAKER AMC OF TIE SANE MATERIAL AS THAT REOU:RE FOR MEW INLETS. TE INSIDE OF THE INLETS SMALL E MORTARED AM PLASTERED. SUPPLEMENTAL SPECIFICATIOS REVI06/1O/651 PA'c 23 SAN--1 Sanitary Sewer Project S-381 Duvall Ave* N. E. Sanitary Sewer Ext, Contract Masters 2 of 2 7-05,3111 DWIR4IED • . MOMIMENT$ AID W-. Ifle FIWIE AID CDM KKA4EMS AID M EN7 CASINGS SMALL @E ACJUETEP TC GRACE IN THE SAME MW&F AS FOP MN US. WLYF " CA$71M4. ADJUSTMENTS OF "LYE M CA-RING SMALL R MADE IN THE SAMt KAMER AS FDA VAM ICLES. 7{.!,e MEASUREMENT IPAPTI4 PEPUCEEM SFC710W EDUCE PARAr2APH 1 WITH, MMNDLES AID CATCH SAS.MS MIL'. BE NEASLP6 PEP EACH FDP TIE FIRST IC' AS MWLJPEC FROM FJNIS16 RIP E,EVATI0N. ALL CEPTH GREATER TMAM IC' WILL E PAID AS IXTM DEFTH MANlDLLS _", DR DTA DEPTH CATCH &SINS. TYPE _ _•1 PER VEMICAL FOOT . EPLAU PARAGRAPH a; KITH: STFICTIOE DCAVAT,OH CUSS B AND SRUCTWE EXCAVATION CUSS N, IMCLUD:MG HALL WILL E MEASUiE_C M SPECIFIE :N SECI:CN 2-09. 7-05.E PAYENT PAPr34 R®UCEMEM 6EC110�` DELETE ITEMS 1 THROUGH 10 AHD r'PLACE RTHI /. "Btanaarc IMnnc us_ Par each 2. "6u th t Dep Mannpua" ". par Y'.F. 3. -cal., Banff irpN__•, par .ASH A. "Caton MNIr TWpe ,_ , altrout eaten, Par aMth 5. "Eatze Dep to Caton Naa'n ". par Y,F. S. .",.It kw"ta". Par each �. 'AGJcet Catch Neu.'. Par Pecn E. 'M,ott VOL'*". Par act S. M .wer,te'. par eacr DELETE PARAGRAPH A 7-0 ►D`E AND FITT1NE FOR RATER MAIE6 7-05.2 MATERIALF ;c4M:AL PULAUMEN7_SLCi1DNj EPUCE PARAGRAPH 1 NITHL MATERIALS SMALL MEET THE EOU:AEMENTS OF THE FOLLOWING SECTIUM: Pipe 1-3011 DuCttla lron PIP. 9-30.1A F r t t,, 6-3r.2 Ductl Ue Irar PIP& 9-3C.2A PUatlt Ft, It" 9-3C.8 Tracer Tape 9-30.9 7-10 TMMm MC. ®DING. AID @MCJEILL FOR MTEA WNG 7-1C.9 07'E DTW. E)CAYATiDM IPAMIAL PEJA:EMLM_¢F, ONN' REPLACE PAPA&-APH a N:TH: MAWENENT OF "MAW " SAYEL FOF TENCH BACAFILL" WILL E W THE TON. SUPPLEMENTAL WECIFICATIDE EVI LIC/@S1 PAE @A 7-10 5 O2_`REMOV'AL AM MEPLACJ& OF EXTMA CAVAT ION !PARTIAL REPUCEJWSL 1Oj - DELETE 7-10.5(03) RBDWL AM REPLACEMENT OF UMBUI TABLE NATEPIA'1PAPTIAL REP U_jC MGM Sf,�T1ON1 REPLACE PARAGRAPH 1 WITH: PAYMENTT FOP 'REMOVAL APE AFPLACEMENT OF UNSUITABLE MTERIAL' RILL BE CUCIOERED INCIDENTAL TO OTHER BID ITEMS AM NO FURTHER COMPENSATION WILL BE MADE. 7-IC,51O41 WARM RON GRAVEL FOP TRENCH BACFFILL IPA AI PFPUL''P�Wi BECT NJ REPLACE PARAGRAPH 1 B:THN PAYMENT BILL BE MADE AT THE UNIT CONTRACT PRICE PEP TON FOP 'BANK NON GRAVEL FOP TRENCH BACNFILL' WHICH PRICE SMALL BE FULL COMPENSATION FOP EXCAVATING, FURNISHING, HAULING, PLACING AM C'AFACTINS THE NATEPIAL IN THE TRENCH. ALSC INCLUDED IN THE UNIT CONTRACT PRICE IS THE BASTING OF EXCESS AM U141SASLE MATERIAL CKCAVATED FROM THE TRENCH. 7_1C.S[O51 FOUEATICN RATERIAL [ADOITSORAL SECTIONI PAYMENT BILL BE MADE AT THE WIT CONTRACT PRICE PEP TON FOR 'FOUNDATION MATERIAL" WHICH PRICE SBA." E FULL COMPENSATION FOR EXCAVATING AM C:SPOS/MG UF THE UNSI::IUU MTERIAL AND REPLACING WITH THE APPROPRIATE FOUNDATION MATERIAL PEP SECTION B-SC.79[11 7-11 PIPE INSTALLATION FOR WATER RUNS 7-11.3[061 LAYING DL[T1lF IRON PIPE W TN EYSIMYLFME ENCASEMENT ISLPPLFMENTAL KOICHI THE POLYETHYLENE ENCASEMENT STALL ALSO BE INSTALLEI ON ALL APPURTENANCES. SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 DP ANNA C O5. 7-11.3[09I9 CONNECTIONS TC EXISTING MAINE (PAPTIAL BEPLACEMEN7 SECT OM ADD TD BEGINNING OF PARAGRAPH 21 CITY FORCES BILL WE ALL CONNECTIONS TC EXISTING MAIMS. THE CONTRACTOR WILL PROVIDE ALL PARTS ANC E ESPDMSIBLE FOP EXCAVATING AM SAW;LLING THE TRENCH, IF FOR WMATEVEP REASON THE ENGINEER DECIDES THAT CITY FORCES WILL W RAMIE THE CONNECTION TO THE EXISTING MAIN THE CONTRACTOR BILL MAKE THE CDNRECTIDN LAMER THE SUPERVISION UF THE ENGINEER AN: PROLE ED AS FOLLOWS; DELETE PANAGNAPH 7 7-11.3011 HYDROSTATIC -IKSSVRE TEST [HEPLACEMENT SECTIONI ALL WATER (AIMS AM APPURTENANCES SMALL E TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 15D PSI .N EXCESS O THAT LAMER WHICH THEY WILL OPERATE. IN NC CASE SHALL THE TEST PPESSUPF E LESS IHAN 200 PSI. ALL PUPS, GAUGES, PLUM, SADDLES, COWOMATION STOPS, MISCELLANEOUS HOSE AM WIPING, AM OTHER EOUIPKENT ECESSARY FO• PENFDRMl'G THE TEST SHALL E FURNISHED AID OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL E BACXFIL.'l SUFFICIENTLY TO PREVENT MOVEMENT UF THE PIPE GEE, PRESSURE. ALL THRUST BLDCPS SMALL E 1N PLACE AM SUFFICIENTLY CURED TO REACH DESIGA STRENGTH BEFORE TE6TINU. WHERE PERMANENT BLOMING IS MCI REQUIRED, THE CONTRACTOR SMALL FURNISH AM INSTALL TEMPOMON BLDMING AN; REMOVE I7 WIER TESTING. THE MRIMS SMALL E FILLED WITH WATER AM ALLOWED TC STAM VMEP PRLSSIMF FOR A MINIMUM OF 24 MOPS TO ALLDW TE ESCAPE OF AIR AN DR ALLOW TE LINING U THE PIPE TO ABSIPS MATED. THE OWNER WILL FURNISH THE WATER MECESSAm TC FILL THE PIPELINES FOP TESTING PURPOSES AT A TIME UF DA, WHEN SUFFICIENT QUANTITIES E WATER ARE AVAILABLE FOP NORMAL. SYSTEM OPERATION. SUPPLEMENTAL 1PECIF:CAl IONS EVIO6'1O:751 PAGE 25 7_11�1yt i�_C�ONI.INL6 • • AL DIAN IfAAAGE PER I= FT. OF PIPELINE MBW tr��L►to► Duwar - 1neM IF ST PRESSURE PSI 6 B 10 12 16 20 24 A P 450 0.95 1.27 1.59 1.91 2.55 3.16 3.82 V T R 400 O.BD 1.20 1.50 1.80 2.40 2.00 3.60 E E E P 350 O.B4 1.12 1.40 1.69 2.25 2.91 3.37 P S S S 275 0.75 1.00 1.24 1.48 1.99 2.49 2.99 A T S I 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 G . 225 0.68 D.90 1.13 1.35 1.90 2.25 2.70 E R 200 0.64 0.05 1.06 1.26 1.70 2.12 2.55 E WAIF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS. THE ALLOWABLE LEAKAGE WILL E TVA SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE. 09 FOP THOSE DIAMETERS 09 PRESSURES N07 LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STAIOAR' SPECIFICATIONS. GAUGES USED IN THE TEST MAY E REQUIRE' 10 E CERTIFIED FOP ACCURACY AT A LAB-ATOM BY THE DOER. A VISIBLE LEAKAGE DETECTED SMALL E CORRECTED BY THE CONTRACTOR TO THE SATISPACTICN OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TC MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, TE CONTRACTOR SMALL. AT HIS OWN EXPEL, LOCATE AR REPAIR THE DEFECTS AND THEN RETEF• THE PIPELINE. ALL TESTS SHALL E PAGE WITH THE HFDRANT AUKILIANY GATE VALVES OPEN AND PRESSURE AGAINST TN. HYDRANT VALVE, AFTER THE TEST HAS SEEN COMPLETED. EACH GATE VALVE SHALL E TESTED BY CLOSING EACH IN TURN AND ELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL E ACCEPTABLE IF THEE 15 NO IMMEDIATE LOBS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS TE VALVE DOES NOT EXCEED THE RATE WORKING PRESSURE CF THE VALVE. SECTIONS TO E TESTED SMALL MORALLY E LIMIT® TC 1.500 FEET. THE OWED NAY REQUIRE THAT THE FIRST SECTION OR PIPE. MCI LESS THAN 1.000 FEET IN LENGTH, INSTALLED B. EACH OF THE CDNTRAL'TOR'S CREWS, E TESTED IN ORDER TO QUALIFY TE CREW AHD/OR THE MATERIAL. PIPE LAYING SMALL PDT E CONTINUE! MORE THAN AN ADDITIONAL 1.000 FEET UNTIL THE FIRST SECTION SMALL HAVE SEEM TESTED SUCCESSFULLY. PRICP TO CALLING OUT THE OWNER TC WITNESS THE PRESSORL TEST. THE CONTRACTOR SMALL MVVE ALL EGIIPMENT SET SP CDMPLETkLY READY FOR OPERATION AND SMALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT TE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE. ASP SMALL E EXPELLED LDWIETELY FROM THE PIPE, VALVES ARE HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOGTFi AT ALL NIGH POINTS. THE CONTRA(TDP SHALL INSTALL CORPORATION COCKS AT SUCH POINTS 60 THAT THE AIP CAN E EXPELLED AS THE LINE IS FILMED WITM WATER. AFTER ALL THE AIR HAS SEEN EIPEL.ED, THE CORPORATION COCKS SHALL E CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PESSUE TEST, THE CORPORATION COCKS SMALL E REMOVED AHD PLUSES. THE TEST SMALL E ACCOMPLISHED BY PUMPING THE PAIN LP THE REQUIRED PNESSUREI STCP THE PUP FOR A MINIMA OF 15 MINUTES LP TC A MAXIMUM OF 6C M:NUTES AS DIRECTED BY THE OWNER, AND TEN PLOP THE MAIN LP TO THE TEST PRESSURE AGAIN. DUPING THE TEST, TNT SECTION KING TESTED SMALL E OBSERVED TC DETECT ANY VISIBLE LEAKAGE, A CLEAN CONTAINER SMALL E USED FDA HOLCING WATER FOR PL4F:N6 OF PRESSURE DN THE MAIN KING TESTED. THIS MAKEUP N4lkk SHALL E STERILIZED BY TE ADDITI. 'HWRINE TC A CONCEWFATICN OF 50 MW'L. SUPPLEMENTAL SPECIF:GATIOMS EVIDW10'851 PAGE 25 7-11 Itl COMTINU[D • THE QUANTITY OF WATER REQUIRED IC RESTORE THE INITIAL HYDROSTATIC PRESSURE SMALL E ACCURATELY DETERMINED BY ETTNEW 11 PIMPING FROM AN OPEN LT','7AINEP OF SUITABLE SIZE SUCH. TMAl ACCURATE VOLUME MEASUREMENTS CAN E MADE IN THE DINER OR, 21 BY PUMPING TIMLWH. A POSITIVE DI6PLACEM WT WATER METER WITH A BEEP UNIT HAND REGISTERING DHE GALLON PER EVOLUTION. THE METEP SHALL E APPROVED BY THE UW R. ACCEPIASILITY OF THE TEST WILL E DETERMINED BY TWO FACTORS, AS FOLLDNS% 1. THE QUANTITY OF WATER LOST FROM THE MAIN SMALL MCI EXCEED THE NUMBEA OF GALLONS PEN HOW AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SMALL NCI EXCEED 1 PSI PER MINUTE OUR.MG THE TEST PERIM. 7-11-32LDECNWRINATIOM (6LPPlEMEKAL SE-TIDNI "CHLORINATION OR ALL WATER USED FOR DISINFECTION SMALL E ACCOMPLISHED IN ACCORDANCE WITH THE CITVS STANDARD DETAIL INCLUDED IN THIS DOCUMENT. OTER CONTAINING CHLORINE RESIDUALS SMALL NOT E DISPOSED INTO INE STORM DRAINAGE SYSTEM OF AM WATERWAY. 7-11.3113] CONCRETE TXA:51 BIDCK:NG (EPUCFMEMY SECTION PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AMC HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING HEREIN AND THE APO STANDARD DETAILS FOR YEVICAL BLOCKS. ALL FITTINGS TO E BIDCKED SHALL E WRAPPED WITH ANAL POLYETHYLENE PLASTIC. CONCRETE BUCKING SMALL E PROPERLY FORMED MTN PLYWCR OR OTHER ACCEPTABLE FORMING MATERIALS AND SMALL NOT E PONRD AROUND JCINTS. THE FORMS SMALL E STRIPPED PRIOR TC SACKFILLIMG. SHACKLE Am S, WHERE REQUIRED, SHALL E INSTALLED WITH THE USE OF SHACKLE WGS. ALL SHACKLE ADDS SMALL E GALVANISED DP COATED WITH TWO COATS OF ASPHALT VARNISH. 7-18 VALVES FOR WATER WAIm 7-1F.2 MAT€RjAL6 I6lPPLEMENTAL SSECTIL VALVES SMALL E DESIGNED FOP A MINIMUM WATER OPERATINC PRESSURE OF BOB PSI, SATE VALVES SHALL E 1010, LIST 14, NELLEP COMPANY NO. A-2380, PACIFIC -AYES. U.S. METROPOLITAN, KENNEDY, OR M S M. APPROVAL OF VALVES OTHER THAN MEDELS SPECIFIED SMALL E DBTAIMED PFIDF TO BID OPENING ALL GATE VALVES LESS THAN 12" IN DIAMETER SMALL INCLUDE AN B" A 24• CAST IRON GATE VALVE BOX AMC EFTENSIONS, AS REQUIRED. ALL 12" DIAMETER AMC LATOEP GATE VALVES SMALL E INSTALLED 1N A VAULT. SEE WATER STANDARD DETAIL FOP 12' GATE VALVE ASSEMBLY VAULT AID 1• BYPASS INSTALLATION. 7-94 HYDRANTS -1.:_3LD1i GETTINS M'ORANT6 IIDOITIPAL BECT:ONI HYDRANTS SHALL E INSTALLED IN ACCORDANCE NITS AWWA SPECIFICATIONS CS00-77, SECTIONS 3.7 AMC 3.8.1 AMC THE WATER ETAHDARD DETAILS. HYDRANT AND GUARD POSTS SMALL E PAINTED IN ACCORDANCE WITH THE WATER SIAMDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL E PAINTED PC THE CITY OF BANTON SPECIFICATIONS AM "PC POSTS PAINTED WHITE. FINE HYVAAXTG SOLI E OF SUCH LENGTH AS TO E SUITABLE FOR INSTALLATION WITH CONNECTIONS TO S., B• " 10' PIPING IN TRENCHES 3 - 1/2 FIF7 DEEP UNLESS OTHERWISE SPECIFIED, THE HYDRANT SMALL E DESIGNED FOR A 4-1/2 HLOI BURIAL WNENE 12" AMC URGER PIPE IS SHOWN UNLESS OTHERWISE ACTED ON THE PUN. SUPPLEMENTAL SPECIFICATIOW'' REV10690/851 PAGE 27 7-I4,3102iHYDRANr eolwEC to 'TjQMy,BBC??may • FIRE H)"UMNT ASVEMBLI SHALL INCLUDE C,1. TEE IMd A FLI, B' GTE VALVE (FL X NJI, S' C.I. SPOOL (PE ■ PEI Y N.V.C. FIRE PVCiW^ IM.i CONNECTION). B' • 24' CAM I" VALVE MA. AID 3,''A INCH SMCREE ROD WITH ACCESSORIES AID TK CONCRETE SWNC POSTS. PAINT SNACKLE RODS AS SPECIFIED IRA SECTION 74.2.13. 7-I4.3IO3I IESFTT1kG EXIST]MG HT;RANTEPAPTSAI REPIr IEf BECIOMl REPLACE PARAGRAPH 2 WITH; THE ME71NM OF HAPNEM1,13 THE HYDRANT SMALL SE DETEWINED BR THE COIC111OM6 FOOL 1M THE FIELD AMC SHALL SE PE5IMV,LED AMC REBLOCNH' AS DIRECTED BT THE ENSINEEP. 7-14,5I011 1MAW ASSEMBLI 15LPPLEMENTAL SECTION' THE UNIT CONTRACT PRICE PEP EACH FOR 'HYOMI.T ASSEMBLY COMPLETE' SMALL BE THE SAME AS -WOMMT ASSEMBLH EXCEPT THAT THE B-INCH DUCTILE INCH PIPE CDNNECT.K THE HYDRANT TO THE RAIN SMLL SE 11CLUDED IN THE UNIT CWTMCI PRICE FOP 'HYDRANT ASSEMBLY COMPLETE' 7-14.5[021 NESETTIMG,DUSTING HYDRANTS {SUPPLEMENTAL 6ECT,jQM1 BLOCKING SMALL ALSO SE INCLUDED AS AN INCIDENTAL ITEM iC `PESETTIkG EXISTING Hn MNTS^. 7-14,51031 NOVIMG D(I TINNG NYOMNTE tEWPLEMENTAL SECIOM] BLOCKING SMLL ALEC BE INCLUDED AS AN INCIDENTAL ITEM TC •MOVING EXISTING MMCMNTS 7-16 E6RV10E CON ]CTIDE 7-/5.1 CDNSROCT]9n DEia INS IREPIACEMEn: SECTION; REP.ACE tat SENTENCL PARAGRAPH 5 WITH: PIPE MATERIALS USED TC EXTEND OF REPLACE EXISTING WATER SERVICE LINES SMALL SE COPPER. GALVANIZED OF OLCTSLE IMON PIPE. SERVICE LINE CONNECTION TC THE NEW W•k WILL CONFORM TC THE SIANLAIC PLANE OF THE CITY OF MINTON Wo HEREIN Al APPLICALBE. THE ENGINEER WILL :ICICATE THE LOCAT1Ok FOP THE TAPS ON THE NEW MIN FOP EACH SERVICE TO BE CDN ECTEC. THE CCNTRACTOF WILL DIRECT TAP MIN FOR 3/4' SERVICE, 1BE COMMCTCN W:. USE COPPER TUBING, INK 1. SIFT FOP 3/4' SERVICES, TYPE It CONNECTIONS TO EXISTING COPPER SERVICES W:LL BE MADE WI" FLARE "PE, THREE PART UNION COUPLINGS. TYPE III WHERE EXISTING MLV KZED SERVICES EXIST, 1REY SMALL BE REPLACES WITH A NEW COPPED PIPE SERVICE TC THE PROPERTY LINE, (METERS SMALL WE wfA.ED 1M PLANTER 67P.P BETWEEN SIDEWALK AM CURBI. THE 1112 MERE FUTURE STUB SERVICES SMLL BE INSTALLFS THEY SHALL BE INMALLES AS ABOVE, TC THE PROPERT LINE WITH A PETER BON (LESS 3/4 METERI. A SOCK CORE TNREACED SPACER THE LENGTH OF A METER SHALL SE INSTALL® IN PLACE OF THE METER. SLPPLIMENTAL SPECIFICATIONS NEVIOLIDION MALE 2B M7 BAFOTAM uwm • • 1-17.F OATMAL IPARTIAL REPu N(MKCTIONI IN PARAKUP" 1 DELETE: A B R CO FUIR. ASKSTOS BDWDEC CCFVkWTEC STFEL IN PARAARAP" A DELETEF A B S ZCWGSITE MIFF PIPE 9-05,4 7-17,9(A;I TELEVl$*G% 1kSPECT}2t ISU'PIEKNTA,SECTION'. DICE THE TEUV1SICN INSPECTION MS KEk CWLETEC THE CAMVA TM SMALL SUMM:1 IC THE EMC:NEEP THE WITTER REPORTS OF THE INSPECTION PLUS TIE VIDEC TAPES. SAID VIDEO TAPES ARE TO K :k COLOR ANC.COWATIBLE WITH THE C:TV& VIEWING AND AECOCINE rFTEMS.TK CITY PSTFM ACL:EP1S 112' WIDE ".'GM CEMSITT VNS 14M. THE TAPES W:LL K RUN AT BTAIDAM SPEM SP I 5,'1E 1.P.i.I. 7-17.A MEASUPEMEM (PA�CEMFM SECTIONS RFS LACE PARAGRM" a 11 IM: DLAVATICN OF THE SEVER TRENCH WILL K MLNSURE THE SAME AS Si RLCTLAT DUVA7106 CLASS B AS SPE-A:M IN SECTION 2-05 -17,5 PAYMENT [PpM;A6 RE➢UCfNEM SECTION: REPLACE ITEM 1 TMOUG" B PARAGRAPH 1 WITMt I. __ _SMNbrT Satyr Plow. P`I LNnaar Foot 2. _ TRaa• Par EK" 3. •T.V.�1nPDac t:on" Par L.W Sw REPLACE PAAGAP 2 W:THt iK UNIT CIRITRACT PRICE PER LINEAR FOM FOP SPIED PIPE OF THE E1NE AND S:ZE SPECIFIED SMALL K PULL CONPENSATIOk FOR fURfIISHING. N.ULINS AND ASSEMBLING IN PUCE THE COMPLETED INSTALLATION INCLNCIMG ALL WM:AL F:TTINM. JOINT MTMALS, TLSTING PER SECTION 7-17.3141 W ACJUSTMENT OF INVERTS TO MkWUE FOP 'K COMPLETION U THE INSTALLATION TO THE KOL:REC LINES AND SAKES. DELETE PARAGRAPHS 3 .nC A 0-04 CUiG.GUITEF, SPILLMYS AND IRIfTS 8-06,9111 CEMENT CONCRETE CUMG, BLRTER6 AICS,IMr_1PA�`I AL!NP�ICEMjM $EC"7CN] REPLACE PAMASPAPH 1 WITH: CEMENT CONCRt Tl CUM. CURS AND BUTTER, GUTTED AM FPILLMr SWILL K CONNSTRLCTED MIT" AIR ENTAINM CM RM CLASS F S•EC:FIFE ON THE STANDARD PLANE AK COFMFIMG TO THE KOL.REMENTS U SECTION S-02. Ik PAA&RM" S. UST SENTENCE DELETEI 'CLASS B• l:Q MWAj TWIfFIC -- Am Km TgwiC mm ] 1 C'RRIPTIDN (REPLACEMENT UCT]OM THE CON,MCTOP BALL FUMISM AND INSTALL PRECAST TRAFFIC CURB ARE BLOCS TRAFFIC CAPS OF TK OEE.w. Art. TYRE SPECIFIED IN THE PUNS. THE CURB WILL K INSTALLED IN ACMWANCE NIT" THESE SPECIFICATIONS ANC PER THE C:T FE DEMON STAICAR PUNS AT TK LOCATIONS IICI4TED Ik THE PUNS ON AS DIRECTOR BT THE fNO ME BUM1tFMEMAI EPECIf:LATIOME REVIOE11106'$51 PAGF n FWTMEMf 00.1.1 E RADE Sr M MOVING; I11 'P R % Tnfflc Ctti, TFPt A. N, Lift. ft. ISl -V t sst Ymfflc C.M. Type L' NT Lin, ft. M •eloa Tf♦"U G,P. TYPO Ac NT Lin, ". IAl 'BL"b Yntffit CUM. TVP. C• NT Lin. n. FM RASTlt TSEFFIC S rrm 41-0110 DESCRIPTION 1REPLACELKNT SEE-12C TK UIVRACTOP SMEL FW1}SH AK` INSTALL VWTE OF YELLIN PLASTIC TRAFFIC SL7TTOI16 MIERE WOM OF M PLANS, ON VOW VIRECTED P M ENGINEER. MATERIALS 151FPLFIEL`Al RCTLmL TM "LASTIC TRAFFIC OEM* SMALL COISORM TC APPUC..M.L PRDYISIO a OF SECTIONE 6-0S one S-ZC. "J MOICLCTIOM PEEL IKKWS 111VIPLENEATAL SECTIONI THE PLASTIC TRIFF/C SUT"TONS SMALL E ATTACHEL IC THE PAVEHE.NT T ONCE OF THE FOLL01110,11t 1. PIee IHS AC. sAt Of Met PtVlp AACfOIt on PRVtRO,t Su,foCt ..no f.ni, PTottln0 the Sotto, onto It. S. Pltcl^S "ft". topm Vl on PArttArt ",feet RIW PfeetmS the Nottar Antc it. "LASURLKNI WILL E Sr THE TWIT, COMPLETE 'N PUCE. 9-0E.5 PAYMEM,jREPLA;IKM SECTIONI PAYMENT SMALL E Sr THE FOLLOMING; ill "10" PtttNt Atff.0 Sutton, "iol,___" Pt, N. 194. UFE MAiREi6 S•OP.A NFA,I,I,I�N§M 1RB'UCEMEMT tECTI0M1 REASUIENEM WILL E LAME 1AMM TYPE 1 one TYPE II S` THE UNIT COMPLETE IN PLACE. FDS,_A6 MTg3n LRFPUCENENi SECT IONI PAYMEM SMALL E F THE FOLLOWIMI:t II' "A" LAME LINE RANKER, TYK 1. MHitt" PR, Eeen t2f "A" LANE LIME MRFEP. TYPE 11, C11l10115I" Pt, Eeef S1sFLENENTAL SPECIFICATIONS REVIDNI0/151 PAE SD A 8"3 DTIISBBR CAES • • P15.3 C015_TKC R�,giLPEIENTE fPAFT1A�1m¢LACENSM ER1DN1 REPLACE PARAGRAPH A THE MONIMENT RILL K FLAXISHED AND SET BY T,F. CONTRACTOR UNDER THE C:RECT SUPERVISION OF THE CITIEI SURVEYOR. `1=�.` PAYMENT ISIVPIk MENTAL SECT IONS THE MOMAIEM WILL AL90 K SUPPLIED AND PLACED AS PART OF 'MONUMENT CASE AND COVER. AND ALI WOW IN SUPPLYING LAID MONUMENT SHALL K CONSIDERED INCIDENTAL IC THIS ITEM. "4 C9CRT COICRETI SMMLKS FIRS MTERIALS UPAPTIAL REPVCEMENT 6ECT10M1 DELETE PARAGRAPH S 8-14,3I41 CURING (PARTIAL REPUACL*FNT T Of REPLACE PARAGRAPH 1 WITNI THE. COCRETE SICEWALA SMALL E CUP® FOR AT LEAST 72 HOURS AS SPECIFIED 1N 5-05.311316 OR AS APPROVED IT THE EKIEEP. OWING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR. SHALL K EXCLUVED, W ICCULAF TRAFFIC SMALL K EXCLUDED FOP FUCH ADDITIONAL TINE AS THE ENGINEER Mr CIRECT. H5 RIPRAP B-1Ei NFASUPEMENT IPMTIAL REPIACEMERT AWIONI REPLACE PARAGRAPH S WITNt HAND PLACED RIi RAP WILL K MEASURg: BY THE TON G RIF RAF ACTUALLY PLACED AND ACCEPTED, REPLACE PARAGRAPH 3 WITHI FILTER BLANKET WILL K MEASURED B` THE TON FOP MATERIAL ACTUALLY PLACED AND ACCEr ED. P15_ PArIIEHI 1P�FT PEPUCENEM 6 ('t I011 PARAGRAPH 1 REPLACE ITEMS 3 APO 7 WITH, 3. -mom Pt1wMf R,P IMF., ", Tor 7. 4PttAr BtoHNNt• PFr Ten REPLACE PARAGRAPH 3 W:TR1 THE WIT COIITMAC' PRICE PER TON FOR "FILTER SLAWE ' SMLI S FULL CGRPENSATION FOR ALL COSTS IN CON0471014 WITH :UPNISHING AK PLACING A FILTER BLAMtET. FBo ILLUMIMAT11�1,,TEMPF IC SISAL B1'STBi AID Bt RrrarF� o-PC.312: FXCAVAT INS AK BACRi SLLI NL EREPu�EMjM 6ECTIONj THE CONTRACTC °'04 SUPPLY TiE1C14 WITHIN THE WIT WIDTHS AK TC THE ELCIFIED OZFTNS AT THE LOCATIONS INDICATED ON THE CONTRAL nANS 00 AS DIRECTED IT THE ENGINEER, SUPPLEMENTAL SPECIFICATIONS KV(OEl1O/S51 PAGE 31 ►:2y9j1�IM D All TENCEs SMALL K IACKFILUPIK ACCORDANCE VI fN TE A{PLI UBIE PGAT12 P TE SIANAR SPECIF1GT10N6. TPEMHIK FOR COMU'.I MANS PALL E DOME IN A NEAT NANNEN PITH TE TRENCH WOTTOM SHADED TC PROVIDE A UNIFORM GWDE. NO WORK SMALL K COVERED UNTIL IT HAS KEN EXAMINED P THE ENGINEER. SACKFILL MATERIAL USED FOR FILL ANDUNI ANC MP THIS CDMOUII SYSTEM SMALL E FEE OF ROCKS SEATLA TMAN TIRE INCHES IN DIAMLTEP 10 A DEPTH M six INCHES MOVE THE CMCUII. TRENCH WITHIN THE ROAOW I AREA SHALL USE SELECT TENCH BACKFILL AND STALL CONSIM OF MATERIAL AS INDICATE IN THE SPECIAL PROVISIONS AND SCHEDULE E PRICES. THE SOURCE APO DUALITY OF THE MATERIAL SMALL K SUBJECT TO APPROVAL BY THE EKINEER. TENCH SACKFILL PITNIN THE S1DElALA AREA CAN K MADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SMALL E COM6IDERM A NECESSARY PART OF ANC INCIDENTAL TC TE EXCAVATION :N ACCORDANCE WITH TE STANDARD VECIFIGTIOK. THE CITY PEERAF F U OE -..E' He HE ft-" AITCN PROVE ECEFSAM F. THE CUHPLITICV R (K. THE MINIMUM WIDTH FDA THE TENCH NEEDED WILL E AT THE OPTION OF TE CONTRACTOR. TENCH WICTF WILL. HOWEVER. K OF BIFFICIEWT SIZE INC THAT ALL E 'HE NECESSAP CONDUIT CAN K INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING TIC HTNINLM COVER HEASUAEMENT FDA THENCN AND BACKFILL WILL E P )E JNEAP FOOT. MGS'NEMENT FOP SELF" TENCH SACKFILL WILL K P THE TON. PAYEM WILL K MADE UNDER% (1) 'TENCH AN BACKFILL. WIJE. __DEtDP. Prt 0."l Foot. 121 -SELECT TRENCH BACKFILL', Pat Ton. THE UNIT CONTRACT PRICE FOP TENCH AND SACKFILL PEP LINEAR FlUT SHALL E FULL COMPENSATION FDA EXCAVATING, LOADING, IAULIK Aft CTERNISE DISPOSING OF TE PESTS MATERIALS. FOP BAM.FILLING AND T4FINF MORRILL MATERIAL AND FOP THE RESTWA710H OF THL TENCH AS SHOII. ON THE PUNS OR AS GIRL:TED P THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND TE STANDARD PLANS AN SPECI�ICATIONS. 6-2C_31/1 FOUNDATIONS - COKPFTE1REDLACEMLNT SECTION TE COWMC70P SMALL PROVIDE ALL MATERIAL FOP AND CONSTRUCT THE Ff'NDATIONS FOP AND TC THE CIMENSIONG SPECIFIED IN TABLE I BELOW. THE ANCMOP WILTS SMLL MATCH THAT OF THE DEVICE TC K INSTALLED TEEON, ALL EXCESS MATERIALS Aft TO K REMOVED FROM THE FOUNDATION CONSTRUCTION 6I7E AM DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SMALL K PLACED AGAIW61 UNCSSTUR® EARTH IF POSSIBLE. BE'CE PLACING THE CONCRETE THE CONTACTOR SMALL BLOCK-OUT AMDUN AP OTEP UNCERODUHD UTILITIES THAI LIE IN THE EXCAVATED BASE SC THAT THE CONCRETE WILL NOT ADEE TO TE UTILITY LIE. CONCRETE FOUNDATIONS SMALL K TPOWE.LEI. BRUSHED, ®GEC AMC FINISHED IN A WMW%ANSHIP-LIFE MAKER. CDCRE E SMALL K PROiTLY LLEANED FROM THE EXPOSE PORTION OF TE ANCHOR VOLTS AND CONDUIT AFTER PLACEMENT. FOUNDA71DN SHALL ALL E CUSS 'S' CONCRETE. AFTER A CURING ERIM OF TWO WEEKS, TE CONTRACTOR MAT INSTALL TE AWLICAWLE DEVICE TNEEON. BIFPLENENTAL SPECIFICATIONS EVI06{11/8EI PAGE 32 Street Light Ptle A' Deep F 3' SA, sr Du. S"nei PP1e 7' Deep F 3 64. Pr Die. SiOnel Cont ro aa+ See Detail Shoot Street Light Cont rc�L G011e1 See Detail SMet 60.1111 Mee See petal! SO., ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNDR SPECIFIED WE LOW: Ili WNEIL SIDEVALA OR RAISED ISLANDS AE TO BE CONSTRUCTED AS A PART OF THIS PAC1rT. THE TOP OF THE FOUNDATION SHALL E KNEE FLIl6H WITH THE TOP OF THE SIDE1Ml, OR ISLAND. ISIS DETAIL SHEETI API WIFE NO SICEMLAS ARE TO E INSTALLED. THE IEIWE FOR THE TOP E THE FOUNDATION WLL AS SPECIFIED In THE ENGINEEP. (SEE DETAIL SIIEETI ALL CONCRETE FOL41DA11ONE SHALL E LOCATED AS PLO STA"'HING ON THE PLANE M AS LOCATED ATE tNGIWAK IN THE FIELD. MLASMEMtWi WILL E SY THE UNIT FOP EACH TYPE SPECIFIED. CUPPLETE IP PUCE, PAYMENT WILL E NADE UNDERt III •____FOU'DATl QW PEP EACH �po.1s1 caoulTl��SEW�WI�LETiaNN� THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECEE;ARr FITTINGS Al THE LOCATIONS NOTED ON THE PUNS. CONDUIT SIZE SNAI'_ E AS INDICA1® ON THE WIPING AND CONDUIT SCHEDULE SHOWN ON PLANE. CONDUIT TJ E PROVIDED AND INSTALLED SHALL E IF THE TYPE INDICATED ELO%. (1) SCHEDULE 4-P HEAW WALL P.V.C. CONEOWIIND TO ASTM STANDARDS SHALL E USED WEiENEY'ER THE CONDUIT IS TO E PLACED OTHER THAN WITHIN THE POW WY AREA. (P) SL..SCULL UP UTRA HEAVY WALL P.V.:. COWORNING TO ASTM STANDARDS SHALL E USED WREN THE CONDUIT IS TO E PLACED WITHIN THE P,%DWY AREA. ALL JOINTS SHALL E MICE WITH STRICT CONPLIANLE TO THE WNUFACTUEP'S PECOWNEWATIM6 RECANDIND CEMENT USED AW ENVIPOWFWAL CCWIT.UW. MEASMi EW FOR CONDUIT WILL Be BY THE LJNUP FOOT. PAYMEW7 WILL E MADE UNDER, I,l •CDDUIT. P.V.C.. SCHEDULE 40. • Per Lin. Ft. (E) 'iO1DU11 . P.V.C.. SCHEDULE SC. • Per Lin. Pt. SIDPIEMENTAL EECIF1CATIOW REV(OG/JW B) PACE 33 t20.3(El JADT70N6M_..¢�CT.�ON! TIE CONTRACTOR SMALL PROVIDE AND IM6IALL JUNCTION ME$ OF THE TYPE AFL SITE AI THE LOCJ',TION6 EECIFIE IRA THE PLANS AID AS PER DETAIL SHEETS. THE IMCRIP110M ON TIE COVERS IF ALL JUNCTICN GORE! SMALL E AS IIDICATS FLOW: 111 SnEFI L:6HTIHG ONLY% 'LlWIMG 121 SIGNAL ONLY[ 'S18NALS l31 TRAFFIC S:6NAL AND STREET UGHTINGt •TELT` (A) TEIIMETP. ONLYt 'TELEKTIN' INSCRIPTIONS ON JUMCTIDN WLEF PEFFORKING THE UK FUNCTION, I.E. STREET LIWTIW, TRAFFIC S16NLL. DP BOTH, SELL E CONSISTENT THMOUGODUT THE PROJECT. ALL JLRCTION WCEE SMALL E INSTALLS IN CONFORMANCE WITH PROVISIONS CONTAINE: `HE STANDARL PUNS AND DETAIL SHEETS. WASR84LAT WILL E R TIE UNLIT FOP EACH TYPE SPECIFIED, COMPLETE IN PLACE. PAYMENT WILL E MILE UNDER: -DESIGN-_ JUNCTIDN MM-, PEP EACH, THE UNIT CONTRACT PRICE PER EACH FOP 'DE$1GN C OR 'DESIGN C' JUNCTION @ SMALL E FULL COMPENSATION FOP FURNISHING SAME AND FOP ALL COSTS F .Aeon. MATEPIAL. TOOLS, AID EOUIPMEHT NECESSARY TO PMDVIOE ARC INSTALL THE JUNCTION BCKES INCLUDING EXCAVATION, WAIXFILLIK AK COMPACTION ALL IN ACCORDANCE WITH eLANS. SPECIFICATIOK AID DETAIL SHEETS. 8-EOL3IQL��I:..lI�1L'��N?6E�3.4.N.1 ALL STREET LIGHT STANDAND$. SIGNAL POLES, SIGNAL COHTROLLIR, CABINETS AM 619FALILISWING SERVICE CABINETS SMALL E ^ADUNCS TC A COPPER CLAD SOLIC METALLIC GROUND POD S r IN DIAMETER • I'O• IN LENGTH COWLETE WITH A NE SAE COPPER EKING STRAF LOCATEC IN THE NEAECT JUNCTION ". GROUND NODS ARE CONSIDERED MISCCILANECUS ITEMS AIL THE COST 15 TO E 1NCLUDND WITH THE SYSTEM OR CCMICTCPS. 6-20 3(101 SFPVICE JagjVCtMENT GEc,DN1 THEE TYPES OF POWER SERVICE ARE UM AS MIGATS ELOWt M TYPE 1 SYSTEM SMALL E SINDLI PHASE 120 VOLT, 2 WIRE, SO CYCLE A.C. [TRAFFIC SIGNAL SERVICE ONLY1 (21 TYPE 11, SYSTEM $MALL E SIMILE PHASE 240 VOLT. 2 VIM, 60 CYCLE A.C. ($TPEEJ LIGHTING HDN COITACIOR, INDIVIDUAL CIIMIRCLLIL PINTO-CELL WITH K NELITMAL NISI (31 TYPE :11 SYSTEM $HALL E SINSU PNAE 120/240 VOLT, 3 MIRE 60 CYCLE A.C. (STREET UGHTIK CONTACTOWILAFFIC SIGNAL. GROUNDS NEUTRAL EPVICEI TIE PCNEP D EPVICF POINT SMAL!. E AS ACTED ON THE PLATES AND SHALL E VERIFIS 6Y THE ELECTRICAL SERVIC:NG MUTT. SUPPLIMENTAL S'ECIFILATIOK EV(O6/10ie5) PAN 34 0-2L,BI1Il lLLLPIM110N Psi E•SUPPLEMENTAL SECTION) IROENSROLK COCUETORS FOP TE STREET LIGHTING CIRCUIT SHALL E STRACEE COPPER, THAT SHOE WIT" SM VOLT INSULATION OF THE SIZE NOTED ON TE PLANS AND BIRI.NG SCHIMI.E. SPLICING OF THE BEREFT L16WIM CIRCUIT BILL BE MORE ONLY IN AICT10N BOXES AND THE SPLICI KIT SHALL CONCIST OF A PESSUIRE TYPE DEVICE MERE TVA CONNECTION CF ME WINE TO THE KIT 15 ACHIEVE BY CRINPINS OF Br A COPES5I0N BOLT, NC TWIST DO TYPE CONVECTORS SHALE E AL1OM. AFTER TE KIT MS BEEN INSTALLED, ALL EXPO ® SIRKES OF WIRE AND KIT SHALL E PLACE IN A CLEAR PLASTIC PONE ABC FILLS BIT" EPDXY IC FONT A MTIP-IIGN1 SM. RATERIAL USE FOR /E SPLICE KIT SHALL E COPZTINUE WITH THE WIE NATER;AL. TWO W:Q DISCONNECT KITE. S E.C. OR FOWL, SHALL BE FURMSFEC AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOP EACH LIGHT STANDARD IN _Lm. ALL MTEP:ALS SHAL: E COPATIBLE CT" THE COPPER COOCTONG AND I76 INSULATION, TIC CONTRACTOR SMALL SUIPIT SAIWUi OF THE COMMONS PrtpDSED FOP USE TC THE ENSIEEP FOP APPROVAL 0-2C.3112 A L:SHT FIAI&AFDS :SLPFLEEKTAL SECTION) Tit HAND NCLE SHALL BE LOCATE BOc TC THE DAVIT AM ON I,* SICE AM' FROM TRAFFIC. A POLMCIC LUG ON NLT SHALL E PICVIDE 1N TE HAC NCLE INANE OR 14631 THE HIK LADLE FRAME OP INSIDE THE POLL SHAFT TO ATTACH A )CUBE BOC:N; STRAP, ALL POLES AND DAVII AMS SHALL E DESIGNED TC SIPPOPI A L1NM:HA;RE WEIGH' OF SC LBS. JP HOE AC TO 91IMSTAIC PIEGSINES CAL'SEO BY BIND LOADS OF 05 F,P,", CT" GU.R FACTOR O I.G. ALL POLES SHILL MINTAIN A HININP SAFETY FACTOR O 4.36 P.S.I. ON YIELC STRENGTH OF BEINTO LOAC AE 2.33 P.S.I. FCP BASIC N;ND P ESSUE. D�NI AN0.5 TE DAVIT STYLE AM SHALL INCORPORATE A S'B' RADIUS EC AS NNEFSLIRW FROM THE CENTEEIE O THE SHAFT. THE OREP POPTICK OF THE AIM SHALL E BEARLV HORIZONTAL TO •Ec ABOVE HORIZONTAL AC SMELL BE FURNISH® BIT* A P' DIAETAP SUIPFITIEP WITH A NAKINP LENETM OF I r— TO FIT THE LIFIIMIRE 6PECIFIEI. THE POLE EC OF THE DAVIT AFBN TUE SHALL E FASTENED SECUREL`' TO THE TO' O THE SHAFT PAMWING A FLUSH UC;NT FIT" AN EVEN P )FILE. ANCHOR BASE A ONE PIECE ACNOP M5E IF ADEOWiE STRENGTH. SHAPE AM SIZE SHALL E SECURED TC THE LOWER END OF THE SHAFT 60 THAT THE BASE SHALL At CAFAELE OF ESISTIM AT ITS YIELD PCINT TE ENDING MOMENT OF THE SHAFT AT ITS YIEL0 POINT, THE BASE NALL BE PROVIDE WIT" FOW SLOTTED OR FpND HOLES TO RECEIVE THE ANCHOR BOLTS. NUR COVERS SHALL BE PPUV;D® WITH EACH POLE, ANCHOR BOLTS FORA HIGH STPENGTH STEEL ANCHOR BOLTS, EACH FITTEL WIT" TWO EFNJT6 AND TIC WASHERS, SHALL E FUMISHFI B;TH THE POLE, EACH ANCHOR BOLT SHALL HAVE A A• 'L' EC Al Tie SCTTON EC AC BE 'HPEADEr AT THE TOP EM. THRLA^E EMS, ALL HALTS AC MSEE SHALL E CT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPABLE OF ESISTIC AT 176 YIELD POINT THE ENDING HCHENT OF THE SHAFT AT ITS YIELD POINT. M_¢ELUECU&S �M9L ALL HANOMN (BOLTS, NUTS, SCREW, MSEPS, ETC.N NEEDS TD CONFUTE THE INVULLATIOM SHALL E STAINLESS STEEL. MFISIPEMENT WILL E BY THE LCT PER EACH, COPLETE IN PLACE. PAYENT BILL E RACE DNOEP: III 'STREET LIGHT STANDAM._.i_-. PEF EACH. LIP'PLEENTAL SPECIFICATIONS REV�OL'TC/65J PAGE 33 9-2-.31131A CONTINUE i • E.G. [IDENTIFICATION FOP PMUI TFF CONTRACTOR SMALL SUPPLY AM INSTALL A COMBINATION OF A-CIEITS AMC OK LETTER Dk EACH LEGHT POU. THE LFTTf. AM NIMBUS COMBINATION SMALL BE EpNTS AT THE It FOOT LEVEL ON THE POLE FACING APPPOACMIME TRAFFIC. LESCICE SHALL E SEALS WITH TRANSPARENT FILM. RESISTANT TC DUST, WEATHER AM ULTGRA\IGLET EXPOSURE. THE DECAL PARER' SMELL BE O :NCH SOLARE WITH SOTHIC BDLL. SMITE REFLECTMMIZED 2 INCH LESEM ON A BLACK BACGOGUD. I.C. WMSEP BILL IF ASSIGNED TC EACH POLE AT THE EM OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC EFS:KERIK OFFICE. COST FOP TK DECALS SMALL BE CDNSIDEVS INCIDENTAL TO THE CONTRACT BSC. DELETE COMPLETE SECTION AM REPLACE WITH THE FOLLMN:MAGI L,IGW ETAMAMS SMALL M SPUN ALUMINUM DAVIT STYLE AM SNAIL HET THE POLE CETAIL REOU.REMENTS INDICATES SETA AM THE DETAIL SHEETS AT THE EM OF THESE SPECIFICATIONS. THE POLE SMAFT SMALL E MOVED WITH A A• A V FLUSH MOO HALE MBAR THE BABE AND A NAT WWG METAL COVEP St".Loa WITH STAINLESS STEEL BCMWS OR BUTS. ALL TENMS SHALL E FACTORY INSTALLED AM ALL WELDING SMALL E COwLETEC PR,OA TO GALVANISING. ALL SIGNAL POLE FJUIOATIDMB SMLL E CONSTRUCTED TO PROVIDE :HE POLE ORIENTATION NOTED 14 THE PUNS. THE POLE SMALL E ACJUSTE FOP PLUME AFTER ALL NEEDED SIGNAL EGLIPNENT HAS MEN INITALLS THEREOF. ►6C,3 t1 S.pML S'STEH ISUPPUREFTAL SEM O1,1. ALL SIGNAL COMUTUM SMALL E STRANDED COPPER AM SHALL HAVE 500 VOL' TM INSULATION AM E OF THE SIZES NOTED ON THE PLANS. ALL NULTI-COMLCTMMS USM FOP THE SIGNAL SYSTEM SHALL CONFORM TO DIVIS:ON 9-26.3 And SHALL E OF THE SIZES ACTED ON INK SIGNAL WIRING SCMEDULL AM WIPING CIAGA . A'„L STRAME WIRES TERMINATED AT A TERMINAL BLOC& SMALL HAVE AN OPEN EM, CRIME STYLE SMERLESS TERMINAL CCMNECTOP, AM ALL SOLID PINES TERMINATED AT A TERMINAL BLOCK SHALL MVE AN DPEk END SR.EPEP TERMINAL LUNNECTOR. ALL TEAPINALS CHALL E INSTALLS •]TH A TOOL DESIDW FOP TM INSTALLATION OF THE CORRECT TYPE OF CMNNECTOF AM CRIMPING WITH PLIERS, WIRE CUTTERS. ETC., WILL NOT E ALLOM®. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL E TR:RIED AM CASLE0 TOGETHER TC MARE A MEAT. CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL COMLCTOP SHALL E PERMITTED UNLESS OTHERWISE INDICATED ON THE 'LAMS. ALL CONDUCTOR '.US SHALL E ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY E%CEPIIONS SHALL E THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUICTIMI BONA TO TIE LOOPS. b2C.3114 C TECT FOP INDUCTION-1P¢S AM LEAD-1N CULLS IADDITIEJW_RCCTL,DM1 THE CONTMCTCA SMALL KEEP RECORDS OF FIELD TESTING AM SMALL Fl A IISH THE ENGINEER WITH A COPY OF THE '`RESULTS. B-1C.31t AlE S:OEAL STAMAITS FrIl-IKNT SECTION] THE CONTRACTOR SHALL FURNISH AM IkSTAU TRAFFIC SIGNAL STANDARDS IN ACCORDANCE SEEM THE METHODS AM MATERIALS NOTED IN THE COATFACT PLANS AM THESE SPEL.F:CATIOMS. ALL POLE CIMENSSdS AM DRIENTATIME WILL E VERIFIED BY THE FNGIKEP PRIOR TD FAMMAT10N, ALL ENTRANCES FMIL RE FDA POLENCUNTED S '•1 MEADS, CABINETS, SINS. PEDESTRIAN PUSH BLTTOk ASSEPBLIES. M. SHALL E R:ElP DRILLED. S. LEMENTAL SPECIFICATIONS REVIOVIO/OE; PAGE 35 cc1!_�A��^_i�uc�EN�L�10M1 • IEASMEMEKT FOR SIGNAL STANDARDS AME SIGNAL CONDUCTORS WILL E BY PER EACH AND PER LINEAR FT/LUMP SUM. B-SC.S PAYENT_�I�D11IM SECTION, 0AAENT WILL E RACE LHDER: III 'SIGNAL STAIDARE, TYP! ' PEP EACH 121 'DETECTION LOOP RETURN CA6LE. Q/C' SIC.' PER LIWIAL FOOT 131 'SHIEL04 PRf- ENPTION CABLE, JIC GD' PEN LIM. FT. (A) -&3ELDE IN.TEPCONECT CABLE, _PW PEP LIM. Fl. IS) 'TRAFFIC SIGNAL HIRE' PER LIMP SUM. 16) 'INDICTOR LOOK VEHICLE DETECTOR MAN CNTINL.- PEP LINIAL FOOT, T1. UNIT CONTEACT PRICE PER EACH OM SIGNAL STANDFRDS AEC PEN Lill. FT✓LUMP SUP ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FUL. COMPENSATION FOR FURNISHING AND INETALLING THE STANDARDS ANC MIRE AND FOP ALL OTHER MATERIALS, TOOLS, EOUIPNEN' NECESSARY ANC/OP INCIDENTAL TC THE INSTALLATION AS REP THE CONTRACT PLANE AMC TvESt SPECIFICATIONS. 9-22 PAVEMENT NM INNS 6-2E.1 nESCRI"ION PARTIAL REPUC_ NT g-T10Ni SLIP OEM eP STRIPE - DELETE AID REPLACE 11'TF: A BROKEN Yt LLDN LINE A INCHES WIDE. THE BROKEN OF -SKIP- PATTEM SMALL E µSFE ON A 25-FOOT MNIT CONSISTING S A 10-FOCT UNF AND IS FOCI W. W;P CENTER STRIPE IS USED AS CENTER LINE OELINUTI7N ON A 1V.' LANE TAC rtl RW%AY. DOUBLE YELLOW CENTER STRIPE - DELETE ANC REPLACE WITH: T11C SOLID YELLOW LINES. EACH C ACMES COE, SEPARATE BY A A INCH SPACE. DOUBLE YEL.IRM CENTER STRIPE 1S USED AS CENTLP LINE DELINEATION ON MULTI-LANE, THE Wµ IUADµ1 AND FOP GANMELI7ATION. EDGE STRIPE - DELETE QDME,.ASTRIPPE - DELETE AID REPLACE WITH, APPROACH STR_PE - A SOLID WHITE LINE, 6 INCHES WIDE, USED TD DELINEATE TURN LAWS FROM THROUGH LANES, FOR TRAFFIC ISLANDS AND CHOWS RASH RANKS LAW STRIPE - DELETE AID REPLACE WITH, A SPOKEN WHITE LINE. A INCHES WIDE, USED IC DELINEATE ADJACENT LANES TRAVELING :N THE SAME DIRECTION. THE SPOKEN OR 'SKIM^ PATTERN SMALL E SAS& ON A :5 FOOT UNIT CONSISTINN, OF A 10 FOCI LINE Aft 15 FOOT SAP, NC PASS STRIPE: DELETE REVERS/Blt LANE STRIPE- DELETE TK-P-! LEFT TURN 6791PE - DELETE AM REPLACE WITN, A SCUD YELLOW LIE, A 11CME6 WIDE. WITH A ' -EN YELLOW LIE, A :NCNES WIDE, SEPARATE S1 A A INCH SPACE. THE BPOLEN CA 'SKIP PATTER WILL E BA:... CA A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AM A I5 FOOT SPACE BSEt DETAIL SENT). SUPPLEMENTAL SPEC>ICATIOHS REV(O&1&'B5) PAGE 37 "UP VB-% - DELETE AM WI.THI NE • A SOLID YELLOW LINE, 1B EA INCHES WIDE. Dm�STRIPE - DELETE AM REPLACE ■ITRI A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TD ANOTHER CRUSS ALA STRIPE WITH AN S FOOT SPACE IN BETWEEN TEE LINES. STOP MR - DELETE AMC REPLACE VI TNt A SOLID WHITE LINE, IN WIDTHS OF 12. IS AMC 24 INCHES, THE WIDTH SMI L E INDICATED ON THE COMPACT PLANS. TRAFFIC ARM - DELETE AMC REPLACE WITH: A SOLID WHITE MAKING CONFORMING TO CONTRACT PUNS AND DETAIL SHEETS. TRAFFIC LETTE - REPLACE WITH TRAFFIC LFSEHC - DELETE AND REPLACE WITH, A WHITE RARWING USING ALPHABETICAL LETTERS - SEE COMPACT PLANS AMC DETAIL SHEET. CYCLE OETE9j9A FM®L - DELETE P22.315) TOLERANCES FDA LINE STRIPES [REPLACEMENT SECTIOM1 ALLOEABLE TOLERANCES FOP STRIPES ARE AS FOLLOW: LFNGTF OF STRIPE - THE LANGITICINAL ACCUMULATIVE EPROM WITHIN A 25 FD(TT LENGTH CF SKIP STRIPE SMALL NCT MEED PLUS OR MINUS ONE INCH. MOTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OF NINU6 1/4 INCH, 6-2�.4 MEAS.VEMENR (REPLACEMEM SECTION) MEASMENENT SMALL E BY THE LIMA,, FOOT FOP A INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR TIE SCIF BETWEEN THE STRIPES MEASLIRED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSIAL.S, BARRIER STRIPE. S'OP BAR. TRFFFIC APFDWS ANC TRAFFIC LEGEND "DNLYr PER EACH, MLASUREMEM FOF ALL ITEMS SMALL BE COMPLETE IN PLACE. 8-22,5 PATEN IREPLACEEM SECTION) PArVEM SMALL E OWE UEDEt,: 1. 'Pe1PLWd e' 1116a Solid St"Ps' Per Linear Foot 2. "Minted 6" Wide SoLid StriPe" Per Linear Foot .. *Pointed _• Wide &&Prier Stripe" Per Linear Foot A. 'PS'Pted 12" Wide CrossWolN' Per Lines, Foot 5. 'Pe/nW _• Wido StoP Bar" Per Lin"I Foot S. 'Po.fttW 71sfflt Arroe' Per Each T. 'Pointed Traffic Lo6end " Par Each S. 'Plaatit 12r Wide Cfto."LN" Par Linear Foot 0, 'PLesttc _Wide Stop Bsr" Per Linear, Foot 10. 'PLottc Treff+c Ar ros" Par Each 11. 'PLeWtle Troffic . Uvr,d _" Par Eatn E-KFA PAIN STRIPELPLAS?IC C.i NES REMOVAL IME1 SECTim) MILE SHOWN. ON THE PLANS OF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OID CONFLICTING STRIFE.^. OR LIES. MFASUPEMEN1 MEASLMEMEM WILL E 61 THE LINEAR FOOT E WIDE LINE RENOVID. S:PPLENENTAL SPECIFICATIONS REW36,101151 PAGE 38 PAYMENT • . PAYMENT WILL E BY THE FOLLOWING, 11) "ILcvst of Mint Line _•Yids" per Lin, Ft, 121 "Racal of Plastic Une_•W,EM" Per Lin, Ft, P C3 AGGREGATES 9-03 10 AGGREGATE FOP GRAVEL BASE [PARTIAL REPLACEMENT SECTION, A00 TC PARAGRAPH 2 SENTENCE , ..except that in no cogs she1L tM Nzme size exceed sight [B) int Mc, RBtACE PARAGRAPH 3 WITN, Gra"t Bess Knetl Net the falloN,ng mWireennts for GrodinG no: cue Vty anon placed in hat LinG veh,clss far daNvey to tM -NdNy. trench or during "hufac:urs and Plsoeeent Into A teNo rerY a•pc\pi Gs, The uct Pont of cup"hcs aitt be datersi,Nd by the fog Ineer, GAVEL BASE GRAVEL BASE CUSS A LLASS B MNing 1/4- Snre 251 em, 25% •m, 75% ee+, 75% Nl• Pe¢FIng U.S. No. 20C 51 ee\. IOX NF. 611.4 IMP 61.0hol 1 Pe¢s inc 120E lMs: 61a,f� ^✓: M¢., ii3 N+. 1 MogmG 040 Send ERuivelent 50 e1n, 30 Din. LL-011jLl-j1 LUGS A [PEPLACEMENrT 6ECT]ONl GRAVEL BACKr/LL FOR FOUNOATSON, CUSS A. SHALL CONSIST OF CRUST® NATEPIAL AM SHALL CONFORM. TC THE REQUIREMENTS OF SECTION P-03.9 FOP BALLAST. 9-03.1211)S CUBS B IPEFUCENFNr SECTION, GRAVEL BACKFILL FOR FOUOATIONS, CUSS B. IS NOT AN ACCEPTABLE SUBSTITUTION FOP GRAVEL BACKFILL FOP FOUNDATIONS. CLASS A. UNLESS APPROVED IN WRITING B': THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOP FOLMA11%, CUSS B. SHALL CLWFGF TC THE REQUIREMENTS GP 9-03.1[3)C GRIGINI 14 OF 9-03.10 AGGREGATE FOP GRAVEL WE. CLA6c A. &-G3.12[31 GRAVEL BA..,¢FjU FOP PIPE BEDOIN4� iPAarl Al RE.PUCEMENT 6ECTIONf REPLACE ENTENCE 1, PARAGRAPH 1 ITN, GRAVEL BACKFILL FOR PIPE REDUIHL SHALL CONSIST G PEA GRAVEL. AGO: WHEN APPROVE[. IN WRITING BY THE ENGINEEP, OTHEF CRUSH!, PROCESSED OF NATURALLY OCCURRING GRANVLAP NATER:AL HEFTING THE EOLIRBENTS LISTEC ABOVE CAN E USEt AS GRAVEL R&CKFILL FOR PIPE BEGGING. SUPPLEMENTAL SPECIFICATIONS PEVI06'WIN P. 49 8--09,tA 6RAYFL ®RRpi IR�� SEEDY DN • 'GRAVEL 7ORMOW SHALL LONSIST OF A CLASS A AND A CLASS h BORROW CDIEORMING TC THE REQUIREMENTS OUTLINED IN 0-0.1.10 A6SIEFTE FOP GRAVEL BASE �-06 OIMIMi tTRLL:TUE6, CULVERTS Aft CDNOUIR 9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) DELETE[ ALL Pff EREKE TO M ALWINW COAL FC (ALWINI7971 COp111GTED IRW OR 6TEEl GRAIN PIPE fRpl TNI6 6ECT10M. 9-06.301A END DESIGN (PARTIAL REPLACEMENT 6ECTIO01I DELETE SENTENCE 2 PARAGRAPH T 9-05.10 STEEL STORY SEWED PIPE (PARTIAL REPLACEMENT SECTIOM] RE➢LACEI 'TREATMENT 5' WITH 'TREATMPNT i' 9-0601 ALWINW STOW. SEVEN PIPE [PARTIAL REPIACEKW SECTIDNI DELETEI 'ucWpt tMt protective coWtanS •HALL VW Tnw[wn[ 5'. 9.05.12 PVC SE11EF FIPE [PARTIAL PEP_�" NT SECTION) DELETE: PARAGRAPH 1 F-05._13 D1CTTI IRON SEVER PIPE (PARTIAL REPLACEMENT SECTION! DELETE PARAGRAPH 1 I-" ILIIMINATION. MINUS, ELECTp1GL 9-29.1 CONDUIT IRFFUCEMEWT SECTIaLj THE COKUIT P.V.C. - NUN-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STAKARCS. THE COKUIT SHALL BE OF THE T11O TYPES INCICATEO BELOW: III SCHEDULE 00 EXTRA HEAVY HALL P.V.C. CONFORMING TO ASIR SIANOARDS. [21 SCHEDULE AO HEAVY MLL P.V.C. CONFORMING TO ASNW STANCAICS. 9-2M JUK-TON MDlES IpEPLACEMEhT SER10N1. JUNCTION BOXES SHALL BE ']INFORCEV CONCRETE WITH STEEL FRAME AKHCPEE IN PLACE ARE STEEL COVEN PLATE ICIMDK PATTERN) AS IW;CATED ON DETAIL SHEETS. TIE 1MSCRIMONS ON THE COVERS OF THE JUNCTION BONES SHALL ME AS FOLLOWS{ (11 61 SML ONLYt 'SIGNALS' (21 STREET LIGHTING ONLY! 'LIGNTIW- (3) TRAFFIC SIGNAL AND STREET LISMING FACIUTIES: 'TS-LT" THE ABOVE INSCRIPTIOK SHALL NO, K HIGHEP THAN THE TOP SLEFACE OF THE COVER FUTILE. SLVRENENTAL SPECIFICATIONS WOWIIV651 -AGE 40 m- 1 9-26.3 CDID;IC TORS, CABLE [NE&M SECTION) • ALL SISWL CONDUCTORS AS IIGICA1ED ON THE PUNS SMALL E STMMEO CO'PEP AM SMALL EMPLOY SDC VOLT TWA INSULATION OF THE SIZES MOTET: ON THE PLANS. ALL MULTI COMS'.CH. USES FDA THE SIGNAL SYSTEM SMALL CCMEDM TC APU HOLE PROVISICNS CONTAINED IA THE STANDARD SPECIFICATIp6 AND SWLL E OF THE SIZES MUTED O, THE SIGNAL MIRING DIAGRAM. THE 2/c CABLE INDICATED FOP THE DETECTION LOOP RETURN CABLE SMALL E A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SMALL E ELDER. ELOFCIL 6-20. oP EQLAAL, WITH F14 ANDS CONDUCTORS STRANDED (1S a 27). THE CABLE -Q%%LL MVE POLYETHYLENE INSULATE COPPEF CONDLCTDRS, AN ALLM:NAM POLYESTEP SHIELD, A TIMIED CwPEP DRAIN WIRE AM A CHROME V'IX L JACKET. THE L'c SHIELDS PRE EMPTIO, DETECTOR CABLE SMALL E 3-M 036 CABLE DF EQLIIWALENT. THIS CABLE WILL RUN FROM THE OETECTOF UNIT TC THE CONTROLLER CABINET AM E SPLICES WILL E ALLOWS. THE SHIELDS COMNNNICATIOWSIGNAL 7NTEM:HIE_^. CAS-E SMALL MEET THE FOLLOK:MG: 1. COMLCTOR6: SOLID. SOFT DRAWN. ANNEALS COPPER, SIZE 16 AND. 2. INSULATION: SOLID. VIRGIN HIGH DENSITY POLYETHYLENE ON PDLYPFIWYLEE.W:TM TELEPHONE BIMUSTRY COLOR CODING. 3. CABLE CORE ASSEMBLY: IMGLAATS CONDUCTCRS ARE TWISTS INTO PAIN: WITH VARVING LATE (TWIST LENRMSI TD MINIMIZE CROSS TALI AMC MEET STRICT COAC17AWA UNITS. A. SHCUSINGH A COHRM:OWO(IDATIDN RESISTANT TIMED ETR'LENE COPOLYMER COAfND (BOTH S1DEE' .DON THICK COR UTEC ALUMINW TAPE SHIELD IS APL:S LONCITUDINALIY WITH OVERLAP TC ?ROVXI 100% LIECTR:CAL SHIELDING COVERAGE. A .005 COMUSAIFD TAPE APLIS /N THE SAME MANNER :S ACCEPIARLE. 5. OUTER JACKET: A BLACK, LEM DENSITY HIGH MOLECULAR WEIGHT VIRGIN PCLY'ETNVLEE MOPOUll2 TC W:TMm AND SUNLIGHT, TEMPERATURE VARIATIONS AND CTHEP ENVIHOIMENTAL MICIVIONS PLUS ABUSE DUPING lkl TALLAY10k) 15 EXTRUDED OVERALL TC PROVIDE CONTINUOUS COVERING. 5 FNIAE MAPFINGF: FDOIAE MAKINGS MUST E PPINTE SEQUENTIALLY A MINIMUM OF 2' ALONG THE DOER JACKET. ]. FILLING: THE ENTIRE CABLE WITHIN THE OLREP .ACKE! 15 FLOODS WITH PETPOUI►POLYETWLEE EL FILLING COMMUND :MLUDIMG THE AREA BETWEEN THE OUTEP .IACKr AND THE SHIELD. EACH WIRE SMALL E NUMBERED Al UN TERMINAL END WITH A WRAF-APOUC TYPE NNEFING STPIP ACCOIt:NG TC THE SCHEDULE ATTACHED TO THESE SPE.,IAL PROVISIONS. ALL WIRES TEMINATED AT A TERMINAL BLOCK SMALL HAVE AN OPEN END. CRIMP STYLE SOUIEPLESS TERMINAL. ALL TERMINALS SMALL E INSTALLED WITH A IDOL DESIGNED FOR THE IkMALLATICN OF THIS TYPE OF TERFIML AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC.. WILL NOT E ALLOWED. ALL WIPING INSIDE THE CONTROLLER CABINET AND AT 1WEM13DIATE POINTS SMALL E TRIMMED AND CABLED TOGETHER TO WAKE A MEAI AND CLEAN APPEARING INSTALLATION. NC SPLICING OF ANY TWKFIC SIGNAL CONDUCTOR SMALL E PEM:TTS UNLESS OTHERWISE INDICATE ON THE PLANS. ALL CONDUCTOR ROM SMALL E RILLS TC THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BIND:NG P1 76. THE ONLY EXCEPTIONS SMALL ff THE BRUCE$ FOP DETECTOP LOOPS AT THE NEAREST JUNCTION BDK TC THE LOOPS. THE CONTRACTOR SMALL PROVIDE AM INSTALL ALL THE NECESSARY WIRING, FUSES AND FITYI406 W AS TC COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING MIP.ENT AS SHOWN Oh THE PUNS. ALL MATEPIALE AND INSTALLATION METHODS, EXCEPT AS EDGED OTMRWISE EP.1%, SMALL COMPLY WITH APPLICABLE SECTIONS OF THE MTIOMAL ELFCTFICAL CODE. NPPLEENTAL SPECIFICATIONS RMOS/10/851 PAGE 41 9-29 3 COPTIM , • • 14STALLATIPN. IF ALL aIF1NG SMALL CDNFCMM TO APPL::ABLE PROVISIONS CCM'AIIB 1% THE STANURD Sp EC ENDW AS SPECIFIED NEMEIN. CONCLCTORS ANC CABLE SMALL COMFORk TD THE APPUCAM.E OPKIFIGTIDE AS FOLLOWS: 11, .%ESE CTMEN.Sk NCTED, ALL ELECTRICAL COIF :-ORS SHALL BE APPROVEE STPACEC COPPEF CONFOMM:ND TC APPL:Z-BLF PORT/ON' OF ASTM STANDAWS. INSULATION SHALL BE SM VOLT PLASTICIZED PDLYVlML CHLORIDE, PCL7F'M!E NF. OF CrEYILALtY CROSS CARED PCLYETMYLEME. CdfOFM:NG TC APPLICABLE POPTIONE OF ASTM STANLAMCS. POL>ETMIUMF COMPOUNCS SMALL NDT WE USED WNERF EXPOSED TO 91MLISM7. THE 6WE .4"LATIOh ED CEDE Th:U ESS SHALL BE USED. t21 wLTI-CML4rTtp CABLE MALL BE u6EI. ;OF TRAFFIC 6iwAL. CEBma, AND 9wLL BE MUTED TL OPEwTE Do SOD VOLTS. INCIVLOL&L CCICLCTLWS SHALL BE STAAICEE COPPER. SMALL SE :MSULAYED WITh A MIN'" OF 45 MILES PUS11"M POLYVINYL CMLDRIDE CDNEOL.C+ OF APPROVE;. EQUhL. AWE' SMALL OF COLOR CEDED AND OF SIRE Usm /A TABLE BELOW. IT* IMCIYIDLAL LTIND CTORS SHALL BE CMEL AIL OF 612E USTED IN TABLE BELOW. THE I11:10DNAL MorwTOR6 SMALL BE CABLED TOGETMEF Nr.Th CABLE TAPE AWL ENASM IN A PDLYVIMI'L CMLDR:DE SNEW+Th 75 NILS TM:CF. INSULATION SMLL CONFORM TC APPLICABLE POFT:DNS OF ASTM STAICANC APPLICATIMS. ANS Ao.. StreMe c:pcL-1 P_rpsls 5s�.s -LlN,te_ �Q�sta5sl COL9: 5.1_"Be 6,9na, neMb•.... A 14 1s/27 RAC. Y.Ltcw. "O. Non. A' .4 ISM7 Red, V.;Le.. 61ocn M,te-0hrts B is ISM7 PUd. Yet the. Groon stack B 1A 16/27 Ad, volt". 61"n Beek-BIocA C vA IBM Pad, Yet(", Green Mite S,pn.t Cow 12 19725 Well to Ndua ContM: CFO. 12 19/25 Mite Block or Gr.s, Dot.%.......... A.B.0 12 19/25 BIKE AoAs Coo. 12 10/25 Mite No" sae,o........... .... 14 I9/,7 NOW. Tattoo, 9rsa, Bwe F MhOIS........ .... 12 12/25 BLock hPn. 5.r............. .... IC 1"3 stack MOnA Atternsto..... .... 12 19/PS slock bne Noutrole Iwt llatWl.. .... 10 19/23 Mtto who Altornsto..... .... 12 16/25 Ml to Or 614.1, None INdtl--wduc tar cable ehalt be 0...Oblec o• P., tM f.I lO.'N tfP,cai fliMA trot mna IQ 2 Lowuctcr — 2 No. 12 kWG. IVES .trans, -0hoistlnp .f o Block ai,d MiCo conductor. IDJ 5 Chm"tor — 1 An, 12 ANG, Otitts 1 At, 12 ram, Mite with $Ivs, Or DladA At",.; ox 3 Nc, 14's con• atinp of Pnee. A. Icl B COnduci Or -- 1 10. 12 AVG. Olt*; 1 f, 12 AND. Mite g,", ar otock stnP.t M,d 6 Nc. 14'e wnaiet+r+p of Pao. A sm S. Idl 11 COwdhc%Or — 1 N0, 12 A", MILq 1 AD. 12 AND White al th preen or Dtoak striae; erm E N,. 12'• coneuN�, Of FNa. A. B .nd C lei 20 Gihd Ntto I hc, 1E AND, M,ts; I W. 12 AVG. White Nth preen or Disci otnPl Who I6 N0. IA's ca,,•unnp Pf Phass A. A'. B, V. C MIa so*". 6LPPLEMEMAL H,U.$ICATIONE RE OVIO 95'' PAGE 42 P28.3 CONT SNLtp • t SORINS WILL E ARRANGED SC TEAT CO11IM7IO6 OF THE ABOVE CABLE ASENBLIES SHALL E USED, WITH Tit EXCEPTION OF TYPE PHM /NSULATIDN. THE PININUN INSULATION THICFNLSS FOP ANY ELECTRICAL CCE000TOR SHALL E 3/SA INCH ADO THE "'FLOW ACC'IFIABLE IR UUT10R THICKNESS SHALL REFER SOLEY TO THE TNIC6EE OF THAT INSULATION INDEDIATELY ANUUND ANY WHOtCTIN AND EXCLUDING ANY SHEATH OR .AGSET THICKNESS. INDUCTION LOOP DETECTORS SMLL E INSTALLED IN A SAN-CUT IN THE PAVEIENT BY THE CJNTRACTOA WHERE INDICATE' ON THE PUNS CA AS DIRECTS BY THE ENGINEER. THE WIRE TO E USED IN THE INDUCTION LOOP SHALL E NO. 12 TYPE LEE, Pm OR AM IMSULAT:Oh. SEE DETAIL SHEETS, S-2S.A HESEWEP LABLE. FITTIM05 - OELETE U-21.5 POLE ,:ME HATN•IE - DELETE 9-26.5 LIW STANDARDS (REPLACEMENT SECTION] LIGHT STANDARDS GALL E SPUN ALUMINtP IN ACCORDANCE DETAILS SIDNN IN THE PLANS, AS SPECIPIE IN THE IECNNUCAL PROVISIONS ANE AS OUTLINE HEREIN. e-28.601 71PWP LIGHT STANDARDS, TINIER STRAIN POLES, TINEP SERVICE 51PPOR7,5 - DELETE R-25,T LUP:MIPE FUSING AND ELECTFICAL CONNECTIONS AT LIGHT SiANDAN BASES )FE➢LACEHEN-:' SECTION] ELECTRICAL DISCONNECTS SMLL E INSTALM AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SMLL E WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OF APPROVE EQUAL. F0.5® WICK. Cl3CONNECT PITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL WMECTIDN6 SHALL E HOME WITH COFRESSION FITTINGS. UPON DISCONNECT. THE FUSE SHALL PENA.IN IN THE LOAD SIDE O THE PIT. THE FUSES SHALL E LOCATED IN TWO LOCATIONS, THE FIRST VEINS INSIDE THE HAND NDLE AT THE BASF OF THE POLE AND THE SECOND KING PROVIDED FOP THE COPLETE STREET LIGHT SERVICE I IF SPECIFIED) SHALL E LOCATE IN A TTPE 'B" JUNCTION BOX AS FEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COPANY'S VAULT OR POLE ISUMCE OF POWER FOP THE SYSTEM). FUSES FIMMISHED FOR ALL LIGHTING C:iCUITF SHALL K CAPABLE E HANDLING THE OPERATING VOLTAGES O THE CIRCUIT INVOLVED AND SHALL MVE THE FOLLOWING CRAM^TERISTICS: I. FLEES SHALL E LAPABLE OF INDEFINITELY SUPPORTING TIC% CF THE RATE LOAD. G. FLEES SHALL E CAPABLE O SUPPORTING 1355 OF THE RATE LOAD FOP APPRCRIHATELY ONE HOUR. I. A I" O 200% O MILD LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS SLOWING O THE FUSE, A. FUSES SHALL E RATE M LISTED BELOW AND SHALL E SII6 TO FIT THE FUSE CONTAINERS FURNISHED ON TF.S PROJECT. AGWFCIK 70 THE NAHRFACTLNEN'S RECOMENAT10N6 THEREFOR, LIMIHA1RE S12E SERVICE VOLTAGE 2A0'. 1,DOD W TEA A00 A IDA 2.S N DOA 20C W IDA 1]5 W 1W ISO N IDA 10c 0 IDA 5. FUSES SHALL E UL LISTED SHPPLINENTAL SPK'FICATIONE REVIO6/IS/BSl PAGE 43 949.8 MAST AIMS. CREW ARMS 0 Ik PED - DELETE • 9•-29 9 BALLAST. 1 'f OAKERGW ARE�MENT SECTION) BALLiST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL E OESINNEL TO PROPERLY OPERATE 10D OTT 55A, 150 WAR $55. 200 OTT SM. MC BATT SM, AOC OTT 951. BALLASTS FOR N.P. SUDILM VAPOR LAWS SHALL E AN INTERNAL 240-VOLT RFUULATOEHTYPE Ih1 GH PUWEP FACT:;RI. THE BALLAST SHALL E PRIRED TO THE LAMP SOCKET AND TERMIML BOARD. THE BALLAST SHALL HAVE AN ALLUMBLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, T ARSFORER, OR OTHER DEVICE SHALL EMPLOY THE CLASS OF CUPUUHDS IDENTIFIED AS POLYCHLDRIMTED BIPRENYLS IF.C.S.1 AS DIELECTRIC, CDOLANTE. ON FOR ANY OTHER P'MPOU. EACH BALLAST SMLL HAVE A MANE PLATE ATTACHED PERMANENTLY IC THE CASE LISTING ALL ELECTRICAL DATA. 829,1E LUNIMIRES LPIF KEW SECTIDNI ALL LLMIMIRES SHALL E IF THE DISTRIBUTION TYPE AID OTTAE INDICATED IN THE PUNS, UMIMIRES SHALL HAVE A CAST-ALLMINIM HOUSING PROVIDING FOP A SLIP-FITTEP TYPE MUUMT:MG AND CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. U041MIRES SHALL E OF THE COBRA MEAL STYLE WITH AN OVATE RETW TDR (DROPPED LENS) FOP ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LWINAIRE SHALL INCLUX THE POWER GOOF FEATURE. THE LURIMIRE SHALL HAVE A GASKET BETWEEN REFRACTLR AM REFLECTOR. A GASKET OR FILTER MTERIAL SHALL E PLACED BETWEEN THE LAW SOCKET AID THE REFLECTOR. THE MNIFACTUREP'S NAME DP SYMBOL SHALL BE CLEARLY MAiKEC ON EACH LLMIMIRE. EACH LIMIMIRE SHALL HAVE A BEATHEIFRES:STAMT, ANSI-AWROVEL DECAL ATTACHED TO THE DALLAS, MUSING SC AS TC BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE AWROKIMTELY THREE INCHES SDUARE AID THE LEGEND SHALL BE A MINI" OF TWO INCHES IN HEIGHT, THE DECAL SHALL E SOLD IN COLOR WITH LAW 011AE INDICATED BY THE FOLLOWING NUMERICAL LEENDi 7 FOP 70 WATTS 25 FOR 250 WATTS 10 FOP 100 WATTS :1 FOP 310 WATTS 15 FOP ISO WATTS AC FOP tlm WATTS 17 FOP 175 WATTS 70 FOP 700 WATTS 20 FOP 200 WATTS X1 FOP LOOK "- ALL LMMIMIRES SHALL HAVE THEIR COPONENTS SECURE]: TC' THE LUNIMIRE FRANE WITH STAINLESS STEEL MOUNTING HAROWARE (NUTS, BOLTS. WASHERS, HINGES, ETC.1. THE HOUSING, COWLETE WITH INTEGRAL BALLAST, SHALL E WEATHER-TIGHT, 9-29.11 CONTROL EOOI MENT IREPUEFMENT SEC-ION] UNLESS 1PECIFI3 OTHERWISE, ILLIPINATION CIRCUITS GHALL BE CONTROLLED BY ' DMMWTIkN SK PHCTCELECTPIC CONTROLS ANC LIGNI!V. CONTALTORS AS NOTED IN THE CONTRACT. 9'-29.11ItI LINE CLACK CONTigLS - OELLTE 9-29.11121 PHCTOELEC%C CONTROLS (REPLACEMSIT _:,,TL(LNj PHOTOELECTRIC CONTROLS SHALL BE PLUS-IN DEVICES, RATE TO OPERATE ON 12C VOLTS. 60 H1. THE PHOTO-CELL SM, RE A SOLID STATE DEVICE WITH STABLE TURN-ON VALES IN THE TEWERATURE RANGE - 55 DEGREES C TO -70 DEGREES C. I PHCTD-CELL SHALL BE MOUNTLN' EXTERNALLY ON TOP OF THE LUM'MIPE. IN A COMACTOWCON-POLLED SYSTEM, THE. PHCTO-CELL TO CGw,..C. THE SYSTEM SHALL BE WJNTB ON THE LLM'MIK ME4RE57 TU THE EFIVICE/CONTACTOR CAE:NFT. THE OKOTPCELL S'.MLL E CAPASL_ OF SWITCHING 1.00C WATTS OF INCANDESCENT LOAD •ON' AS MIN. 9UWLEMENi AL SPi:IFICATIUNE REVIDWIO/651 PACE 44 8,29.12 11 ILLUNIMT70N�LIMB IH'UCFHENT SECTIDNI 0 ALL SPLICES AMC TAPE SHALL BE PAGE USING SOLDERLFSS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE WINES BOTH MECHANICALLY AID ELECTRICALLY, ELL SPL.^.ES SHALL EMPLOY EPOCY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A HATER T76M SEAL. ALL MATERIAL LSO IN THE SPLICE KIT SHALL SE COMPATIBLE WITH THE WIRE AID ITS INSULATION AS USEi, 1N THE LIGHTING SYSTEM. 6-29.13 TRAFFIC SIGNAL CONTRULLERS [Rf➢LACEENT SECTIDE:I THE UNIT SHALL OPERATE OF 120 VOLT. 60 CYCLE, SINGLE PHASE ALTERNATING CLFPFNT AMC SHALL USE THE POWER LINE FREOUEICY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE RUUIRENENTS OF THE NATIONAL ELECTRICAL NAAFACTURERS ASSOCIATION MNENA) STANDARD PUBLICATIONS. COMPONENTS SUCK AS RESISTORS, CAPACITORS, 0I FS AID TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS AMC SHALL WE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD 'OFF IKE SHELF" ITEMS, THE TRAFFIC SIGNAL CONTROLLER SMALL E CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL E CAPABLE OF BCTH ON-LINE OPERATION (CONTROL BY THE MULTISONIC MASTER COWMEP) AMC STADVi OPERATION, THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PPASESJ INCLUDING OVERLAPS, IN CONFORACE WITH THE SIGNAL PHASING DIAGRAM ON TE PUNS. WHEN OPERATING TROUGH THE O-LINE LASER COMPUTER (MULTISONIL ROSTER) THE CONTROLLER SHALL E CAPABLE OF OPERATING EITHER IN A FIXED TIME "WE DP IN A FULLY-ACTUATED "ME WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTPIAN TIMING SHALL E ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.13(21 FLASHING OPERATIONS IREPLACEMENT E'IJDNI FLASH UNIT SHALL E A ISO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FUSSES PER MINUTE. P,29AI1131 EMERGENCY PRE-EMPTION IK.PLACEMENT ECTICNI EHEMW, VEHICLE PREEMPTION SHALL E FURNISHED EITHER AS SEPARATE UNITS OR AS "MULES THAT PLUG DIRECTLY INTO A RAO WIRED TC ACCEPT 3-M DISLNIMINATON TYPE UNITS. THE PREEMPTION SYSTEM OPERATION STALL E COMPATIBLE WITH THE 30 COMPANY -OPTICOM SYSTEM WHICH THE CITY OF ENTON aS CTMENTLY USING AMC SHALL E CAPABLE OF BEING ACTIVATED BY THE SAME TRANSM11706. MEN A PREEMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE ELECTOR SMALL HOLD THE CONTROLLER IN THE REQUIRES PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER DBSERVIMG ALL VEHICL: CLEARANCES. THE PHASE ELECTOR SHALL KID THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONER DETECTS THE EMERGENCY VENICLI. WHEN THE PHASE SELECTOP IS RESPONDING TO ONE DETECTOR. IT SMLL NOT RESPOND TC AIR OTHER DETECTOR UNTIL CALLS FROM TE FIRST DETECTOR AFL SATISFIED, INDICATOR LIGHTS SHALL INDICATE POWER ON. SIGNAL BEING RECEIVED. CHANNEL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. 5-29.13141 WIRING DIAGRAMS 1REPLACEMENT SECTION) THE CONTROLLER CABINET SMALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TC THE INSIDE OF ?HE CAEINT DOOR. AT TE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS OF SCHEMATICS AMC MANUALS FOP ALL ASSEMBLIES AND SUB-ASSEMBLIES. 9-29_13161 RADIC INTERFERENCE SA"•RFSSORS IREPLACEENT SECTION) A CORELL-DUSILER RADIC INTERFERENCE FILTER HE 10101-1 SO AMPS OR EDUIVAUNT SHALL BE USED TC FILTER IE A.C. POWER, ADDITIONALLY. ALL POWER SUPPLIES SMALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. SUPPLEMENTAL EECL;CATIONS EVIOG,'10/85) PAGE AS LEQ.13 7 TRAFFIC-ACTUATE` R&LLEE [REPLACEMENT SECTIOIII • ALL TIMING FUCTIDE APO INPUT ML OUTPUT FEAIURES FOR FULLY-ACTUATED, VOLLMEDENCITY OPERATION SHALL E PROVIDED IN ACCORDANCE WITH EWUA STMOMOS. THE CONTROLLER SMALL PUVICE FOP SETTING EACH TIMING INTERVAL BY MEANS O POSITIVELY CAJOATED FETTINGS. THE TIMING FU C71ONS SMALL E ON THE FRONT OF THE CONTROLLEA UNIT OR SHALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FDA THE STANDBY OPERATION. THE TRAFFIC SIGNAL CONTROLLEP SHALL INCLUDE ALL CIiCUITM EWIP C TC PROVIDE ALL TIMING AMC ALL FUNCTIONS FOR SIGNAL OERATIGh IRA A FULLY-ACTUATED NAME. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING O INTERCONNECT Li MES, FAILURE OF CENTRAL MASTER COPUTER, OR WEN EPECIF!E. r THE RATTER. "E STANDBY OPERATION SHALL FOLLOW AN' E CCINCIOENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SMALL NOT CALL LP A START INS YELLOW. 9-29.13171A ENVIRONMENTAL, PERFORMANCE AMC TEST STANDARDS FOP.9DUD-STATE TRAFFIC CONTROLLERS IEPLACEPEN7 SEC719f THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLEDIE THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AID CABINET SHALL E SHOP TESTED TO THE SATISFACTION O THE ENGINEER. TESTING AND CHECK-011 OF ALL TIMING CIRCUITS, PHASING ANC SIGNAL OPERATION SHALL E AT THE CITY OF ENTON SIGNAL SHOP, MENTOR, .ASHIMSTDN. THE SIGNAL SHOP HILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FDP THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOF OF ALL INTEGRATED COMPONENTS SATISFACTORTLY FUNCTIONING SHALL START THE TEST PEF:M. AM MALFUNCTION SHALL STOP THE TEST PERIM UNTIL ALL PARTS ARE RATISFK'ORILY OPERATING. THE ' FT SHALL E E ENCED UNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF TIE ENTIRE INTIMATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE C%7RA[.10P TO THE ENGIEER O ALL COMPONENTS ELK TIOWING PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFOESIATEL CONTROL GEAR WHEN FIELD INSTALLED 5-75.13I738 AUPIUAPY EQUIPMENT FOP TRAFFIC ACTUATED CONTROLLERS IREPLACENENT SECTION] POWER SWITCHES THERE SHALL E A MIN ROWSE SWITCH INSIDE THE CABINET THAT SHALL REIDEP ALL CONTPIL EQUIPMENT ELECTRICALLY DEAD WHEN TURNED OFF. TEE SMALL E A COMTPf"'F PORH VITCH THAT SMALL ENDER THE CYTRDLUF AMC LOAD SWITCHING DEVICES ELECTRICALLY DEAD "IIC MAINTAIHIh� -LASHING OPERATION FOF PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH TEE SHALL E A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. J THE INTEEECTIM IS PLACED ON FLASHING OEITION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, THE CORTREULEP SHALL UMECIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE STOP TIME FROM THE CONTROLLER AND PEWIT MORAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY ;SPRING RETUEI OETECTCP TEST SWITCH MEN DEPRESSED. THE MTCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PM. CONVENIENCE OUTLET AND LAID SOCFET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AMC AN INCANDESCENT LAW SOCKET SHALL E FWNISNED IN THE MIN CABINET. A DOOR SWITCH FOP THE LAMP SMALL E PROVIDES, THIS CIRCUIT SHALL E PROTECTEC BY A CIRCUIT BREAKEP RATED AT 20 AMPS. WPPLEMENTAL SPECIFICATIONS REVIOS"G/85i PAGE AS 9-26.131716 CONTINUO FAIL SAFE UNIT THE FAIL SAFE UOI SMALL MONITOR WITH THE POSITIVE AND NEGATIVE PORTIONS O THE A.T. SINE WAVE FOP ALL BASIN, AMEp Ale pEDEMpIAA WLA INCIUIIOMS. THE DONATION O A DISPLAY O CONFLICTING INDICATIONS SHALL Oc BE LONG ENOUGH TO BE VISIBLE TO M.TDRISTS DP PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THEE SMALL BE A VISUAL INDICATION, THAT THE MONITOR HAS PEENPTEC RORAL OPERATION. Suit PROTECTOR I611T1IN6 ARE5TER1 THE CORTPOLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAI SMALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SLAMS THAT COULD DAABE THE CONTROLLER OR Alf+ O ITS COMPONENTS. FIELD W.PIMG TERMIM THEME SHALL BE A TERMINAL STRIP FDA FIELD WIRING IA THE CONTROLLED CABINET. THE TERFIML' SMALL BE NUMBERED IN A=FOACE WITH THE SCHEMATIC WIPING DIAGRAM ON THE PLANS, If A DIFFERENT NUMBERING SISTER IS USEL FOP THE CABINET WIRING . THEN WITH NUMBERS SMALL LABEL EACH TERMINAL AND 1ME CABINET WIRING SCHEMATIC DWAWII.SS SMALL INCLUDE THE FIELD NIRING NUMBERS WHERE THE TEMIMAL STRIP IS ILLUSTRATED. A CLedt US BAR WITH A MINIMUM OF 1S 1EMIMLS AID A O10UD MR WITH A MINIMM O 6 TERMINALS SHALL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMINICA71ON DEVICES SHALL E DESISED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CO.TFOLLEF USE, THE COMLMICATSON DEVICES SMALL E USED FOP Oft-LINE COMPUTER CONTROL OF THE IRTERSECTION AND SMALL E CAPABLE O TMNMMITTINE ALL DETECTOR APE SiRAL STATUS IWD A71ON AND ECEIVIE AND DECWIPKN COMMAND INFDRMTION FROM -HE COMPLIER ALL 1N CONFORMANCE AMC WITHIN THE CAPABILITY OF THE MULTISOMIC MASTER COPVTEN UNIT AM THE INTEWIDMiECT CABLES. IN THE EVERT O LOSS OF USMAL FROM THE WASTER COW'UTEP THE INTERFACE COMUNICATION DEVICE SMALL EHPLCY TIE LATEST 5IATF6-ART FLCWIINWDECWIIN6, MULTIPLFDXING TECHNOLOGIES IN OWED IC PROVIDE FDA THE AI-DIRECTIONAL COMMUNICATION O DAIA Alt COMMAND INFORMATION BETWEEN THE MASTER COMPUTER AND THE INTEASECTION. 0-29,13LT10 CONTROLLER CABINETS L EPUCEEMT,§F CTIDW EACH TRAFFIC CONTROLLER CABINET SMALL PROVIDE A WEATHERPROOF MOUSING AND HAVE THE FOLLOWING REQUIREMENTS: 1. CONETRUCTION SMALL BE O SHEET STEEL. 2. THE CABINET SMALL CONTAIN SHELVING. BNACAETS, PACKS, ETC. 10 SUPPORT IE CONTROLLER AMC ALL AAILIA0 EOUIRMENT. 3. THE CABINET SHALT BE O ADEQUATE SIZE IC PROPERLY HOUSE THE CONTROLLER AMC ALL AUXILIARY EGUIMEhI AMC ANY EQUIP® APPURTENANCES. A. THE CABINET SMALL HAVE A FILTERED ASP INTAKE AM A VENT FM. THE AIR INTAKE FILTER SMALL BE CAPABLE O IMPEDING FOREIGN BODIES. SUCH AS DUST, L:NT. ETC. THE VENT FAN SMALL BE IN THE TDP O THE US:NET AND THEMOSTATIULLY CONTROLLED:. S. THE CABINET DOOR SMALL BE PROVIDED WITH THE FOLLOW:MG: •, THE MAIN DOOR O THE CABINET SMALL INCLUDE A TWO POSITION BAR STOP ART SMALL BE SECURES W:TH A CORBIN TYPE 2 LOU. IMF. MAIN DOOR SMALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE L0CL. INSIDE. THE POLICE PANEL THEE SMALL BE A SIGNAL ON-OPF SWITCH WHICH SMALL PROHIBIT AM SIGNAL CISPAY IN THE F:ELD BLT WILL ALLOW THE CONTROL EOUIPEMT TO OPERATE WEN PLACED IN THE 'OFF' POSITION. A SEMID SWITCH SMALL E THE AUTO-FLASH SWITCH, WHEN PLACED 1% THE 'FLAW" POSITION. CONTROLLER POWER SMALL REMAIN ON AMC CONTROLLER SMALL STOP TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL OESCS/BE` LATER, W. THE CABINET SMALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT, TE F1NI'.M PAINT COAT SMALL BE A DURABLE ALUMINUM OF MAOINERTONE BRAY. Of SIMILAR IN COLOR, CAPABLE OF PEVEMTIN6 MUST FOP A M:A:XL• O FIVE 151 YEARS. C. BOTH DOOM [MAIN AW POLICE PAELI SMALL HAVE ONE-PIECE WEATHER-PROOF EOPREE GASKETS. SUPPLEMENTAL SPECIFICATION& EVIDG/W95) PAGI 47 6-29.15 ^USIK BEACON_OY'.* DELETE • 9-29,16 IENICOLAP ::$HALL HEAL$ IIIMPLACEPENT SE:T10N; VEMICULAF SIGNAL HEADS SHALL HAVE THE LENS SIZES AS SPEAR, ON HE SIGNAL PLANS, VEHICULAR SIGNAL HEX MMINGS SHALL COPS:ST OF GEPANATE SECTIONS AM BE EMAMABLE TYPE FOR VERTICAL MLMTING. LENS $HALL E GLAU AM MEET I.T.F. UECIFICATIONF FOP L169R OUTPUT, 9-29.16 IlA OPTICAL URIT6 (P@LACEMENF SECTSOM7 THE MEN OPTICAL UNITS SHALL CDNSI97 OF LEW, AULECTOW, LAW MLDEFS, AM TRAFFIC SIGNAL LAWF VISIBLE TC THE TRAFFIC BEING CONTROLLED AT C:STNCF,S FROP 1C FEET TC 60C FELT MEN ALL LIGHT AM TRAFFIC COMSTIONS VCEFT DEWE FIG. ALL B INCH COM+ENTIDFAL HEADS SHALL EPLOY 67 OP 69 WATT TRAFFIC SIGNAL LAWS RATE FOP 1PD VOLT OPWTI6,, 5GN MINIMUM INITIAL LUMP$. 065 MINIMUM INITIAL LIMPS, GOOD HP. RATE LIFE, 2 7/16 INCH LIGHT CENTER LENGTH. 4-21 KU, "MIN BABE, CLEAN IA COLOR. TWLVE INCH CONVENTIONAL HLACS SHALL E FURNISHED WITH 185 MR TRAFFIC :JGNAL LAPFS RATE FOF 12C VOLT OPLMT:Dh. 1750 MINIMUM INITIAL LINERS, BOOC MF RATE LIFE. 2 INCH LIGHT CENTER .EMTh, P-25 BULB. MEIN BASE. CLEAR IH COLOR, ALL BULBS SHALL E /NSTALLM WITH THE FILAPENT CAMPS POINTED F. ALL SIGAL LENSES SHALL E U THE COLOR. SIZE AM SHAPE AS IMICATEO ON THE CONTRACT PUNS AM SPECIFICATIONS. THE LEN; DESIGN BALL WYE AN OLIVAM AM DOUHMPD DISTRIBUTION OF LlW WITH A WIMSMW HOVE TE HORIZONTAL. THE LEE STALL E GLASS AM SHALL FIT IN TC A NEOPRENE Gl4ET IN SIGH A WRY TC EMEP THE INTMUN OF THL LENS AM PEF-ECTOP WEATHERPROOF AM DUET-T:GM, THE REFLECTOR SMALL E ONE PIKE. ALIEN ALUMI10A0 COEORY:NE TC I.T.E. STAMAEDS. THE OPTICAL UNIT 6HIALl E DESIGNEE TC PIE.. �N ANY OBJECTIONABLE REFLECTION CF THE SLA'S RATS EVEN AT TIES SP THE DAY DEN THE SUN NAY SHINE C/AECTLY INIC THE LEW. 9-29,16121E PAINTING SIGNAL WADE JWFLA:EWNT SECTION) SIGNAL HEADS. IKLUCING OUTSIDE OF VI5M AM SACK EF BACK PLATES &HALL E F_NISHED WITH TWC COATS OF FACTORY-APPLi® TRAFil'.-. SIGNAL YELLOF SAX EC ENAMEL. THE INSIDE EF THE VISD0.' AM FRONT OF BACA PLATES SHALL E FIAISED WITH T6D =ATS EF FACi1PY-APPL36 FLAT BLACK ENAEL. 9-28 16 9 Ml_gAWWI[ TAWFIC 91SAj_MFACg - DELFT "S.161214 B INCH PO TL CARBONATE TWFFI HEADS - DELETE r~29.16I91E 18 INCH PpLYUlEONATE TRAFFIC SI GNAS__NFACS - DELETI 9-290- SIGNAL EX NOUNTING BRACKETS AM FItt1MGE iIEPUCEHjNT ECTICNI VEHICLE AM PEDESTRIAN HEAL "OWING HAPDMRE SHALL E AS IN PLATE ON THE CONTRACT PLANE AM DETAIL SKITS. ALL NOUNTIHC HAMMFE GALL E PAINTED WITH TK COATS SP FACTOR APPLIED TRAFFIC SIGNAL YELLOW GAREC ENAEL• P-2$06 VE CCU DETECTCP (REPLACEMENT SECT10M1 DETEC704 SHALL E USE FOP ACTUATION OF TRAFFIC ACTUATE CDNTRSLL.ERE AM SYSTEN DETECTION OPERATION. DETECTORS SHALL E E.THEF MAGWTOK7EP TYPE, INDUCTION LOOP TYPE, OF CTEP TYPES AS SPEC:%.® IN THE CU,TAACT. 9.29,20 P9;ESTFIAN SIGNAL (RIPLACEMENT_ACT]ON PEDESTRIAN SIGNAL HEADS SHALL E THE EON GRIC THE, 00 OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE BEADS SHALL DISPLAY TOD GYNEL MESSAGES. "HAM• IFDF THE DC MDT MLA MEET IN PORTLAND ORANGE AM •NAM 1FOF THE MLR MS E'; Ih LUMP WN:TE. THE MESSAGE PCLUU SHALL CONSIST OF INC EON GAS TIRES ENCLOSED IN A MUSING HALE EF "OLYCARSNATE PLASTIC, THE LENE MATERIAL SHALL E POLYUROUNATL PLASTIC. M ING6 $HALL BE CIE UST ALU'INUP SHALL E PAINTEE WITH TWO COAT- OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW SANG ENAMEL. THE V"SU15 SHALL 9E LAT BLACK IN COLON. SLPPLEENTAL SPECIFICATIONS REVIDG'1Ci 651 PAGE 48 9-29.2DI21 EON GRID TYPE I46MI SECTION( • All EON SAID HEADS SMALL BE EOUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCANSDIATE PLASTIC DESIGNED TO ELIMINATE SUM PHAN70M. THE MESSAGE MODULE SNML_ E PROVIDED WITH ELECIA:CAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN TIE TRUMOF EP ENCLOSURE WHEN T.E MODULE 16 IN ITS PROPER POSITION. TIE POIER Supply TO OPERATE THE MESSAGE NODULE SMALL BE 115 VAC WITH THE •MANC- SYMBOL OPERATING ON A At MATT NAM. AIL THE • N' SYMBOL OPEPTING OR l w MATT NAK, 9-7 s9 21 FUSM:MO BEACON - DELETE 1N-29.2A SERVICE CABINETS 1NE3UCENENT RRIOMj THE S/GHAL/STREET LIGHTING SERVICE CABINET SMALL E AS INDICATED M T1E CON-FACT PLANE AID DETAIL SHEETS. ALL ELECTRICAL CONDUCTORS. BUSS BANS AMC CONDUCTGU TERMINALS SMALL BE COPPER OR BRASS, THE CABINET SMALL BE FABRICATED FROM GALVAN.ZED COLD ROLLED SHEET STEEL, ■ITO 12 GALE LSEZ FDP IXTERIOP i15fACES AMC 14 GAUGE FOP INTER:OR PANELS. DOOR MINES SMALL BE THE: CONTINUOUS CONCEALED PIAMC TYPE AIL i SEE, RIVETS OF 90416 SMALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR SMALL BE FITTED FOP A BEST INTERNL IX TYPE LOOK. THE CABINET SMALL HAVE VENT:lATION LOUVERS DO THE LOWER APE UPPER SIDES COMPLETE VITO SCREENS, FILTERS AMC HAVE MIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF 'EOPRENE "FT. 5-25.24(11 PAINTING IREPUCEMENT SECTION) THE FINISH COAT SMLL BE A FACTONM EAFEC ON ENAMEL LIGHT GREY IN COLOR, THE GALVAN.ZEO SUFEACE SMALL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE 'RETAL ENAMEL. N-29,24(2I ELECTRICAL CIRCU:T BREAKEPt ANC CONIACTDRS (REPLACEMENT SECTION] THE. ELECTRICAL CIRCUIT SMEAKM AN COW TCRS SMALL BE AS INDICATED ON THE CONTRACT PUNS AM DETAIL SHEETS. THE FOLLOWING EDLIPFENR SMALL BE FEATURE WITHIN THE CABINFyl 1. Main CIM.It Br.MNNr 2. British tirau!t braakers 3. Utility ptuG (1B0 wit-20 AMP rated) G.F.I. TYPE 4. Light calltol tut vetch 1120 wit-15 aepl 5. CPntw Lcr relay for each circuit "s 6. Dpub La Pole branch theater le) for Lighting si.WMita 194C wit) 7. One 120 wit, 20 Asp ai.pte pole trench breaker (for uUEity piups. 8. Type 3-sinpla press 120/240 it grr tided nMutw aehite E. Cis 120 wtt 40 %Mp elnple pole ranch blaster (signal eercitel 10. Compista pmvwone for 16 beater poles 11. NSM plates plenolla bL*cN with White mrggrscmp ucWt this asi, break*, Mich aMll be red ally, emits tattering. All ruses plates eMIL be attached by S.S. street. 12. Meter beat stations Art umbeessmry 9-29.25 AMPLIFIER. TRANSFORMER AID TflMIMCAEINETF IREPjACLwWNTT CTlQ& THE POLE MOUNTED TERMINAL BOX SMALL E WE OF MOLDED FIBERGLASS, E GAD IN COLOR, BE APPROKINATELY W HIGH s B" WIDE s 4- OEEr AMC HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE bCN SMLL E WEATHER TIGHT. HAVE A SINGLE DOOR VITA CWIN1UJ'c HINGE ON ONE SIDE AE SCREW HOLE DOLMAS ON THE OWN LOCKING SIDE. ALL MAMDNAE WILL E STAINLESS STEEL. P30_tA DUCTILE IMON PIPE (PARTIAL REPLACEMENT SECTION) PARASPAPN it REPLACE 'CUM 53 end CUBS SC- WITH 'CLASS 52- SUPPLEMENTAL HPECIFICA!1DIC EV(OE,TO,BE; PAGE 44 0 9-30.3A SATE VALVES IPAFTIAIT SECTION) • DUCE PARNO A H 1 WITH[ VALVES SMALL E DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE O 200 PSI. SATE VALVES SHALL E 100 LIST 14, MUELLER COMPANY M. A2380. PACIFIC STATES, U S. METROPOLITAN, KEINEDY, 09 H&H. APPROVAL OF %ALVES OTHER THAN MmGl£ SPECIFIED SMALL E OBTAINED PRIOR TO BID OPENING. ALL SATE VALVES LESS THAN 12- IN DIAMETER SMALL INCLUDE AN t' A 24' CAST IRO. GATE VALVE BON AM EXTEMSIOLS, AS REQUIRED. ALL 12' DIAMETER APE LARGER SATE VALVES SHALL E INSTALLED IN A VAULT. SEE ►ATER STANDARD DETAIL FOR 12' GATE VALVE ASSEMBLY VAULT AID 1' BYPASS INSTALLATION. S-3C.3E VALVE RAMEF POETS [PARTIAL REPLACEMENT SECTIDN� REPLACE PARAGRAPH 1 WITH: VALVE PARER POSTS SMALL E INSTALLED AT THE CISCRVION O THE CITY IN THOU UNPAVEC AREAS WHERE THE TOP OF THE VALVE SON COULD E COVERS` BY WEEDS. SHRUBS, BAR OR CTYER MATEPIAS. THE VALVE MAKERS SMALL E FABRICATED AID INSTALLED 1% CONFORMANCE WITH THE STANDAR: DRAWINGS. S-3C,', HYDRANTS [REPLACEMEM SECTION] FIRE HYDRANTS SMALL E IOW. OR APPROVED EQUAL. APPROVAL MUST E OBIAINED PROP TC BID OPENING. 91-3C.5A EM CONNECTIONS [REPLACEMENC6ECTIONI HYDRANTS SMALL E U:OMSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN SIC PROPOSAL DESCRIPTION. 6 0.58 HYDRANT DIMENSIONS [PARTIAL REPLACEMENT ECTIQN1 REPLACE PARAGRAPH. 1 WITNv FIE HYDRANTS SMALL E CORY TYP' [OPENING WITH THE PRESSURE) CONFORMING TC ANNA C-504-BD WITH A 6 INCH INLET AID A M.V.O. OF 5 INCHES. TWO 2 1,12 IMCH HDSE MZ2LES WITH NATIONAL STANDARD 7 1/2 TREADS PER INCH AHD ONE 4 INCH PUPPER NOZZLE WITH THE NEW SEATTLE PATTER' E THREADS PER INCH, 50 DEGREES V. TREADS. O.D. 74REM 4,87E AM ADCT DIAMETER 4.6263. 1-1,4' PENTAGON OPERATING MR OPENED M TURNING COUNTER CLOCKWISE (LEFT), FIPE HYDRANTS SMALL E IOWA OF APPROVED EOAL. APPROVAL MUST E OBTAINED PRIOR TC BID OPENING. S-3C.78111 FOUNDATION MATERIAL CLASS A Alt CLASS 8 [PARTIAL REPLACEMENT SECTION PARAGRAPH 1. REPLACE 1ST SENTENCE WITH: FOUNDATION MATERIAL CLASS A AID CLASS 6 SMALL E CRUSHED GRANULAR MATERIAL AND SHALL CONFORM TO THE FOLLOWING GRADATIONS WHEN TESTED IN ACCORDANCE WITH ASTM D422. 3C.71612 }OUNDATION MATERIAL CLASS C - DELETE STPPLEMENTAL SPECIFICATIONS REVQOL'1C/85i PAGE SO DITCH SELECT BACNFILL MATERIAL i SHOULDER B STREET I I RING d COVE q i SLOPE 2 1 FOR DITCH-1 INE 6 SPACER RINGS � — 12°CULVERT PIPE - LENGTH TO BE 10' z ECCENTRIC_ 7 CONE � 1 I I �--- 39'-_-� GENERAL NOTES PROCEDURES ALL WORN SHALL BE IN ACCORDANCE WITH THE PLANS S SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER CITY OF R E N T O N Ot PA..T WONT OF PUBLIC WOI.tR MANHOLE IN DITCH LINE nu.c — cwa<tao ..awao •+an ..or : . • o CITY OF BENTON DUVALL AVE ME SEWER MAIN HE 17TH ST TO HE 23M ST SEVER PROJECT M. S - 389 PEDIAL PROVISIONS 1-07,16 PgOTEMP AiD_NE6TOMIJON OF PROPERTY I¢ITPP)<ENEN7AL SECTION1 PRIVATE MOPI:BTV S" AS PLANTS, SHRUBS, TREES. FENCES. AM POCRERfES WITHIN THE POSLIC RIGHT-OF-WAY WALL TE REMOVED AM RFSTOPFC TO THE SATISFACTION OF THE FMPEFTY OWNER. 17 SHALL RE THE 'OKTPACTDRS RESPONSIBILITY TO NOTIFY EACH FROPEPIY OWNED WHEN IT IS NECESSARY TO REMVE SUCH IFPROVENENTB TO FACILITATE 'HE CONTRACTOR' PROWESS, AND TO REMOVE TIME IMMOVEMENTS TD LOCATIfMS RFOUESTEO BY THE PROPERIf DINER W TO RESTORE THEN IN THEIR ORIGINAL LOCATION IN AS NEAR ORIGINAL CONTTTION AS POSSIBILITY. SUCH PEMVAL AM RES70MTION SMALL BE COFSIDFPEO INCIDENTAL M THE PROJECT AFL M FLRT `RPENSATION WILL BE WE. 2-02 Rnw al of_2trucwres ens Gb.I rVC{JonslsUPPy F NTI�I sIc x Fong vet and disposal of the existing denitery sfter lift station, wet well, end nenholee she I be considered Incidental to the project and no additional payWeul shell he "do. "a_6ITNM1N_%Oi 6UIiACE TP OIENT `rL-63.S PAYMF�NT jRf�I.OEMENT 6E�1Q1 THE 010 ITEM -ASPHALT SMULDEP TRBAIFEIQ", PER SOUARE YAM SHALL BE FULL COMPENSATION FOR ALL MATERIAL AM LABOR REWIRED FOR B17IMINDUS SURFACE TREATMENT CUSS 'B' APPLIED 10 ROADWAY SHOULDERS, AM DRIVEWAY AFINIOAWES, AS SHOWN ON THE PLANS OR WHLRL DIRECTED BY THE EMINEEP. 77-02_CLUVENTS Z-023.rAr2€NI_L_g1€NT_€MCvNJ R_MVING AM RELAYING EXISTING CULVERTS WILL BE CONSIDERED INCEDENTAL TO THE PROJECT AM M .UHTHEN COWENSA71ON WILL OF MADE NFW CULVERT PIPE FOR MANHOLES IN THE DITCH SECTION. AS SHOW ON THE DETAIL SOUND HEREIN, WILL BE CDWIDERLD INCIDENTAL TO THE 810 MICE OF THE MNIOLE, aB" OR SA" AM M FURTHER PAYMENT SHALL BE WE. 7-17.2 ;.NSi-Sj,i Ls4Mkv—kN _AC—T19N1 P,V,Ca..£1PEt P.V.C. after pipe she11 confo re to A.S.1.M. U3034 except so olhemiss .,food. Rubber packets for P.V.C. pipe MAIL conform, to A.S.7.0. DIMS. Fittings shall he of the "" *statist eM class as the pipe. All exhavati pn, piecing of pipe, And hackfilling MAIL oe done in accordance With State of WeeMngtpn Safety Standards for Construction Nora, Part C of the latest edition. 7--11.J_WNJI kj&O 0 0 To Insure a star tgH, connoct,on between P.V.C. pipe and concrete ",.no(*, reua' ";a of a rubber ring corresponding to a elver pie Mall be used unto%& etharniss 46cil`N. Tha unit pr,ca par Iinssr feat shalt constitute cowplate ceapensstton for ell labor. NtwrIH. fitting&, tools, and wauipent necessary for Its inst&aotionl Including aaueotion, bell berkfilling, piscing of pipe, am sechonicelly tnping the bsckfill Ntwci&l. No furthor coapengtian .,it be wade. 7-17 dilly FLN BFDOI NE_j',.LpPLEIENTPL SEG7 ON pipe bedding Ott.r01 for PVC pips shalt be placed to a depth of 6" balm the bettor of the pipe end extending up to 6" Mora cr. or all pipes. The hand-pieced bedding around the pips and to a pp,nt 6" In11,16 suave troon shall be foot-too," until Is untifiding. The rearm backfill Molt be Nahenitotly Looped With aMd- pereta0 is,Moe.t or peueatit lower,, to 65% density, 7_17.e LA Suresa1lne •nd 6r.d._lnfrlteEN€gr_SIC7€ON1 CONSTTWICTION STARING &PALL 6E PROVIDED By IRE CDNTrTACTlNiS SUAVE" AS PROVIDED IN SECTION 1-05.6121 OF 'K SUPIEMENTAL SPECIFICATIONS. THE LASER METHm OF ESTAIA ISAIAS LINE AW GRAPE Hoy SE USED AS SPECIFIED INSEMION 1-05.5I11 OF THE SUPLEMENTAL SPECIFTUTIOMS. 7-17._31illt-§!da_sus,�r�ns�tcDP_ll:.!�PI'i¢fiN7�S s€E�4, TEL-S STUBBI Toe, shot two nitel led ahem shean on the plan, or as 01,KtW by the Engineer. The unit bid pr¢• per alien Le shalt be coui cnapan stion for it labor, Nleriet, fittings and said paent neceeu rV for coaptete YtstalkeNon. Tan unit bid once par L.F. for 6" ..or pipe mall be Cali c0apsnestion for all labor, Ntsflels, fitting- -lid anl,ipeent necessell for coeplete inatelle,.onl including neevetion, beading, backflll, plocing pipe, rewpvel end replernwnnt of concrete curbs, guttwrr, drlvN•Ve, end eidm.tk. No tunneling under the curbse gutters, eidm*Lk or drlvaegt Will be aliaNd. BCT1QN_7_17&y YIENT ISUPPLEMEjr—CT PAYMENT FOR FIFE INSTALLED SHALL BE WE ON THE FOLLOWING SCHEDULE ONLY, COVIIIIIIN OF_PY<Pj_I¢STAI.IFO PERCENT_OF.DIO_PR-ISk..PAIL PIPE INSTALLED AND NOT TESTED, 60.011 PIPE INSTALLED AND TESTED, 90.01 PIPE INSTALLED, TESTED, TIE INS AND SERVICES INSTALLED AND CLEAN UP COMPLETED, iO0.01 6.066 Srmist Provision* t'e6. 2 ENDING OF FILE FILE TITLE A