HomeMy WebLinkAboutWWP2700379(7) SAN-1 Sanitary Sewer Project 1 Hof 2 S-379
CAG oo9-86 1986 Sewer Cleaning, TV Inspection & Grouting
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' BID PROPOSAL A SPECIFICATIONS
r 1986 SEWER CLEANING,
r TV INSPECTION & GROUTING
r • SUNSET PUMP STA. SYSTEM PH. X
r • ROOT REMOVAL & TREATMENT
r
1
r
r
r
CITY OF RFNTON
PUBLIC WORKS DEPARTMENT
r MUNICIPAL WILDING. 700 MIl1 AV( 5
RFNTON, WAS". NOSS • i70c1713 7631
r
r
HWY-,i ldl2m-Ai Pk EVAILIN3 MINIMUM HOURLY WAGE RATES SEPTEMBER 30, 1966
OLCUPATStiN: FLAGLtRS
LUCATIJNt CLALLAM, uWAVS HAIIBUR, ISLAND, JEFFEASCN, RING, KITSA►, LEWIS,
4:,SLi, PACIFIC INURTH OF WAHKIAKUR COUNTY NURTHERN dOUNJARY
EKTEwQcU UuE PEST TO THE PACIFIC OCEANI. PIERCE, SKAGIT,
$NUHUMISH, THURSTUN, WHATCOM LUUNTIES, AND YAKIMA COUNTY 1THAT
PORTION LYING *EST OF THE 120TH NERIDIANI.
FRINGE lit NtFITS
TOTAL HOURLY NtNFFITS 10.3 $/HR.
WAGE RATES
OCCUPATION OCCUPATION STATE
LOOE JEW(IPTION RATE
260-010 FLAGGER 10.Td
260-)020 FtA,;McN
OTHER
2b( -'V)II STLTt : UYtPTIMt - ALL HCUKS WORKED IN EXCLSS
OF d HOURS PER UAY UR 41 HOUR$ PER WEEK SNAIL
3C PAID Al ONE ANp CNt HALF TIMES THE REGULAR
AATL OF PAY.
CITY uF *t4YCK
jHATTULK AvE. �.
SANIIAFY St"Lk:
PAVE 1
m - -
NWY-R32320-AA PREVAILING 14IN1M" HOURLY WAGE RATES SIPTENSER 30, 1486
OCWPATION= 1AdORt RS
LOCATIONI CLALLAN, GRAYS HARWRr ISLAND, JEFFERSGN, RING, KITSAP. LEWIS.
AASUNr PACIFIC IN0 Y#t OF MANKIAKUW 6GUNTY 4GRYtItR4 90UNJART
EXTENOEU OJE okEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT,
SNJNONIlN. TNLPSTON ANU WNATCOM CUJNTIES.
I-RINGE BENEFITS
NEW" ANO i,ELFARE 1.75 3/NR.
PShstON 1.SR A/NP.
TRA 1414G FJhu .I3 AMR.
WAGE RATES
t)LL JPAT iON OLCJPAT ION STATE
CCJE DESCRIPTION RATE
GROUP I
j S')-210 %lNjw* CLEAhtR 8.46
GNUVY
3SJ-3011) dATCN AFIwMAN 10.1d
j5O-046'1 i:F.JSNe4 FkEDEW 0.78
35U-1260 PI 4`T 1'As 10. to
3S9-ld1O TWLLO�A.M »1'V IAT JUd SITt ) 10.114
4RUVP 3
35d-3040 NAIIAil Pi'eJLATUN 4AC41St 14.46
jbd-9>«P LA* It 00 TENJL". 14.4b
35J-J2 T�1 LEyt.YT FINISH(k 1040t- 14.Vb
i50-O iid Gd1P01k 14.46
i5J-J 14"1 CNN;K TTNUt.R 14.46
3fJ��3�0 LL AN-up LAdOkik 14.46
j30-0390 CuNCWETE F6A'4 STRIPPER L4.+6
3SO-J4T0 CUOIN4 CCNC*ttt 14.96
34J-057 JL011L.It ItN. Wk U KING AN7 MOVi Y6 114C1. 14.96
(NH WALD PATERT'I.SI
390 rr Tl'1 Ei4KY Tftkhlt 14.96
jYA-�1810 -1"1114 BASKET PJILOER 1A.46
r jS0^08?^ uh"EPAL LA9URER 14.9b
390-J 86O GRINDERS 14.96
�sd-lj10 OJT TLNJEO 14.96
i.ITV 0 4'4'QN
SNATTJCN AVE. tl .
S 4'IjTAhr j"W:M
cAal 2
H*Y-P32)2'-Aa PR EY►tL iTd. MINIMUM HOURLY *AGE PATES SEPTEMER 30, 1986
OCCUPATION} LASCP(EKS
LULATIUNI CAALLAM, GPAYS NAR84P, ISIANO, JEFFERSON* KING* KITSAP, LEWIS,
44SUN♦ PACIFIC (NORTH JF RA"KIAKJM CUJNTY NURTHERN AOUNOAPY
EKTENOE ) DUE WEST TO THE PACIFIC OCEAN(, PIEkCL, SKAGIT,
SN440"ISM, THUPSTJN ANO R,(ATCOM COUNTIES.
MAKE RATES
OCCUPATION OCCUPATION STATE
L COE OESCRIPTIUM RATE
f.POUP 3
)SJ-1)9J PUKUERMAN NtLPER 14.96
3SO-IT65 ;TAKE HOPPER 14.96
J50-1880 TUPHAN - 7AILVAN 14.96
35J-1940 TJGGEk UVERATDP. 14.96
35? O)^ Y16BA"NG SCREtO (AIR, 44S CR ELECTAICI 14.96
GKUUP 4
J5fl-305') ASPHALT RAKER 15.44
550-0253 CEMENT JLPPER - PAVI.4, 15.r4
350-441) LUNCRE7F SA-4 OPERATOR 15.44
350-065O OAILLtF - PAG41N 4MO AIR TRACK OPERATOR 15.44
$50-0120 FAlltk AACt BUCKER - CHAIN $A* 15.44
15'1-0840 ok.1 )( CH(ChfR ANO TRANSIT MAN 15.44
35J-3950 HIGH aCAIEk
15. 4
350-)VAU JAL Kr)A MMEP 15.4r
153-1095 MA,4vLt OUILUt� 1s.44
3SC-1-130 ,, ,litt4AA (CONCkETE PUMP, 40ELN CUTTE% WHEN 15.44
CU%0.NATIC'1 ,IF .11(.H Pkt SSURE AIR AND
A f•rR CK (CNCR_LTt AND kGCK♦ SANOPLAST,
o)c-,1TE, S),'.;TCkETE) AATEk HLASTEk
350-125n PAV N(NT t'k. 4Kt:4 15-.44
35O-13;5 PlJt. kk.LINk6 4,wT INSEk( TYPE) 15.44
35fl-1290 PIPtLAYEP A'.J CAULKER 15.44
3 SO-1445 Ra1LA0&U SPIK) PUtk(k IPJwERI IS.44
SPwf A')fh I, '.;Y:,r 7E1 15.4.
i5D-1750 SOAtA,)L- - LLAwY OUAtk tk SIMILAR TYPtS 15.44
)5,•-l440 TAMPtb IVLLT I PLP A-An SL LF OR.j PLL Lt 1 16.44
T 51.-182C TAMPEk AN" 514IL4k tLcCTRi(., AIR AND tAS 15.44
;)04NATF:) Tf JLS
JSJ-1465 TI"JLkMAh - SLALw ILAGt,Ek, 5Ht3RER, 6 CRIiAEP) 15.4.4
15)-t')05 Tk A(^ LIAi:- (PUwtk) 15.44
CITY Ui kL ,T.)N
'HATIJLK AYE. 5, .
iALNITAt„ SL40,
:A„E )
Hoy-k12IZn-AA aPEVAILING RININUM HJJRLY WAGE RATES SEPTEMBER 30, 1V86
OLLUPATIONt LASUKEAS
LllCAtlCN1 Ct4tt AM, GRAYS MARBUk, ISLANO, JEFFERSON, KIN%,, KITS%P, LEWIS,
14S1N. PACIFIC (NORTH OF WAHKI4KUM COUNTY NORTHERN BJUNJARY
6KTtNUEU DUE %EST TU THE 04CIFIC OCEAN$ , PIERCi, SKAGIT,
SNJMOMISM, THURSTON 440 WMATCUM COUNTIES.
WA4t RATES
4000PATIJN tKCUPATION STATE
CCDE DESCRIK'IUN RATE
GROUP 4
I5J-20O0 VIWRATO, 15.4♦
I50-2090 WELL-OCIKT MA 15.44
JkOUP S
ISO-3201 CAISSJN WCRKtk 15.40
03-1119 41NEA 15.40
!SO-I 360 POr OERMAN 1S.80
7aJ-I SpO Pt-TI +BLPRAN IS.40
OTHER
1-0-4110 STATES EfFECTIVt 1211/84 DELETE THE CLASSIFI-
CATtON )F CLEANING LAB(,REk FKON "GROUP 1 ANJ
A')U IT TC k kUUP S.
; l ATE 110 1 1MF! ALL WUKK PERFJAMEC IN
c XC.:SS w:F + HuUkS IN ANY ONE JAY OR IN EXCLSS
OF 40 HOURS IN ANY ONE; WEEK, MONJAV THRCJC,H
p1TVR )AY. SHALL Ilt PAID AT ')Nt ANC UNF,—HALF'
TL41:1 THt eMPLOT-LS REGULAR RATE.
)sa-llryv STATEi JVt�T14E: ALL WORK PERFURMEO ON
S'I'.JAVS AK1J H11LfIDAYS SHALL '?E RA10 AT T► -
T1NES TMt t.MPLUYEES KEGULAR RATE.
WURKI':G FCFEMAN: SO LENTS PER WUR AUUVL THE
HI'.,=)t ST C.LASSif ILATIJ-v %UPERVISEU
CITY ut LE YT[,N
SHAT)UCK AVt. SO.
SANITA,Y StWER
VA�L 4
HWY-R3MO-44 PREVAILING MINIMUM HCK)RLY WAGE RATES SEPTtMBER $0, 19RA
OCCUPATIONS HOMER tQUIPPEAT OPERATORS
LUCATIUNI CLALLAM, 1.144VS HARSUR. ISLANO, JEFFERSUN, KIWo KITSAP, LEWIS,
MASUN, PACIFIC INJQIM JF WAHKIAK01 COUNTY NURTHERN BOUNDARY
EXTENIIED OUE %EST 10 THE PACIFIC OCEAN)* PIERCE, SKAGIT,
SNOHJMISM, T403TON ANO WHATCOM COUNTIES.
FRINGE RENEFITS
HEALTH AND WELFARE 1.95 4/14R.
PENSION 2.50 $/MR.
T4A1NINv FUNJ .26 8/HR.
WAGt RATES
ULCJPATI.7N OCCUPATION iTATE
CODE 06SCRIPTION RATE
GKL'JP IA
513-550C' CRA4L 1GO ton$ AYJ OVER OR 209 FT CF BDUM 18.13
INCLUDING JIG ANU OVER
5TJ-5595 LJAOER, B YARCS ANU DYER 1R.13
'00-5510 S141'VF LS A67 ATTACHMENTS, 6 VAROS 4hu OVER 18.73
GRUUP I
A10-S515 CAOLEWAVS 18.23
51G-55211 CKANt OVER 45 TUNS ANU UP TO 100 TONS OR 18.23
UVtw ISA FT OF BOOM INCLUDING JIB
51)-SS35 NELICAPIE� w1NCH 18.2:
510-5545 LJAJt K, ,,V0,HC%J 4 YAKOS UP TO + VAROS 1d.21
PTO-5'+ph JUA,) � ANC SI Rit A; , 0-10 ANJ HO-%l
610-5540 Rt4i1C (.(KT�IL .vtkATUf, ETC. 18.23
5TO-5525 Rut LAUCN 18.23
51'i-55,o 54',APtRS, '—Li -PnJPELLFC 45 YARUS ANJ WVEK 18.2J
%10-555C SM!Vtt.S, CAEKHOCS OVER 1 YAkJS TC 6 YARGS 18.73
510-4)S+S SLIPFURM PAVERS 18.21
SPO-5510 Ttlw£K CRANE 18.23
"UOP 2
51C-SSTe 8UM0 CUTT(n li.t9
5T0-5540 CHIPOER lt.1N
5T4-5515 C.KNCkETE PATCH PLANT OPERATOR 17.T9
570-558J C4ANES• 20 TUNS TARO 45 TUNS IT.N
CITY UT RENTOh
SHATTUCK AVE. SO.
SANITARY St%ER
PAGE 5
4wY-R12320-AA PRLVAILV ; MINIMUM HOURLY RAGE RATES SEPTE"CR 3Cg 1946
OCCUPATI-Ni PURER Ei1U1PME%T OPERATORS
LOLATIUNT CLALLAM, GNAVS HARDURJ ISLAND, JEFFERSDNI KING, KITSAP, LEWIS.
MASON. PACIFIC (NORTH OF .AHKIAKUM COUNTY NORTHERN gr)UNDARY
WE YED DUE %EST TO THE PACIFIC OCEANI , PIFALE, SKAGIT,
SNDHuAISH, THCPSTON Alt) %HATCOM COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATt
GROUP 2
S7U-S59V CRUSHERS 11.T9
570-%600 OERAICK 17.79
$10-4604 UKiLLING MAC MINE 1T.79
570-S6Iu FINISHING MACHINE 17.79
510-SSi5 MYDnALIF I I1.19
5TO-S61S LUAJtxS, CVtkHLAD UNOEN. 6 YARDS 11.79
SIO-562S MLLHANICS. ALL 1?. f9
5T0-SW MIXEkS, ASPHALT PLANT 11.19
S14-5640 MOTOR PATRLI ';PADERS - FINISHING, dLUETCPS. 11. 19
PULL14G SL-LPES, JITCHtSs ETC.
SIO-56SO P1LEuRIVER 11.19
S7U-%645 PUMP TRUCK MOU.NILU CONCRETE PUMP WITH 900M 11.79
ATTACHMEKT
510-505 SCkAPL%S. SLLf-Pk PLLLED UNDER 45 VAROS 17.1V
570-i655 SCREE) MAN 11./9
SIC-5660 4f40VLLS. PA6KHUES 3 vARUS ANU UNUEF I7.i9
57C-5665 SJO-ukADEe - 4IMAMEK 17. 79
570-563,� Tk AC7.;F. f;; HP AID '.;VEk. 3ACKHUE ANU ATTAC�t. 17.14
570-S61-) TkACTURS. dACKHOL 17.79
GROUP 2A
510-56JO LLA;JHAN vECHANIC - 40.30 1:VEA MECHANIC 17.19
ST0-16L0 LOLOMUTIVES. ALL 11.19
GROUP I
57U-S6V'+ A-FRAME CRANE 11.43
510-5615 3R F1MS 17.43
510-5735 CUNCRLTE PUMPS 1T.4J
573-SVIS CONVEYORS 1T.43
S70-Y 7.7J CRANES, 60 TJ 20 TUNS 11.43
CITY Of RENTCh
SHATTULK AVE. SO.
SA,ITARY StmtF
PAGE 0
HNY-Ri2320-AA Pk EVAILIN6 MIN14UM HOURLY MADE RATES SEPTENSER 30, 1986
OCCUPATIONI PO.ER EQUIPMENT OPERATORS
LUCATI0N1 Ci.A?.LAM, 6RAYS HARSOR, ISLAND, JEFFERSCN, KING, KITSAP, IEKIS,
WON, PACIFIC IMURTH uF NAHK1AKUN COUNTY NJRTHERN dOUNUARY
E'.TENOEU DUE k[ST TO THE PACIFIC OCEANI, PIERCE, SKAGIT,
1,N0,1(-MISH, THURSTON AN) wHATCOM COUNTIES.
KAGE PATES
OCCUPATIJN OCCUPATION STATE
(UOE UESCRIPTIdN RATE
GROUP 3
51)-5b n1 JU:E-' N, a-'i AND J• UEA, IU-YG, 'Ar CCZLA 17.43
570-9770 DRIVER )h TRUCK CRANES OVFk 4S TONS 1T.43
510-sTes EUUIP:4E41 SERVICE ENGINEER 17.43
510-5T20 PUkK LIFTS 17.43
51J-511J HQJ$TS, Alk lUu LA S, FIC. lT.ai
57�-3715 LOAJERS - '-tEVATING TYPE 11.43
510-5125 MUTOR PATk,;L GkAOER - NON-FINISHIiG 11.43
570-SY�0 AU(KING PALHINE, ETC. 17.43
510-57.) k,YLEkS, LN PLANT, RQAO+Ix OR MULTILIFT 17.41
MAT eR I Al S
510-5 H5 SANS. U.ACRETL 17.Y3
,10-S7So SCFAPERS - CAkkY A L 0.43
570-S7a'i SPREAOEk S, dIAM KNOX, ETC. 17.43
>77-5TT5 Tk ALTUk, 60 HP ANO UNJEN, iACKHOE -NO ATTACH. 11.43
510-57eJ TNEILAING MACHINES 17.43
GkOUP 4
51:-V45 ASSISIASI ENJINFEKS 1T.13
STO-5821) CUMPRESSCRS l7.li
510-579^ CIL UISTPINJTURS, SLOVIERS, ETC. 17.11
5TJ-5T45 UIILN DRIVEK ON TRUCK CRANE 45 TCKS AND UN1tR 17.13
57J-580n PAVEMENT PREAKEk
510-5R07 POSTHULE ClwiER, MECHANICAL lt.l3
570-5<10 PO*ER PLA1.T 11.11
510-5d27 PUMPS, „AT(c 11.11
STO-5780 RULLt R, CTHEA THAN PLANT R,;AO MIX il.11
510-5R1S NHEtL TRACTORS, FARMALL TYPE 11.13
GROUP 5i
510-50110 4KAJtCH€CKER A!'J CTAKEMAV 15.$1
CITY OF kENTCA
SHATTUCK AVE. SC.
SANITARY SEMEk
PAGE T
MMV-932320-44 PKEVAILING MIMIMUM HOURLY NAGS RATti SEPTt%ER 14, 19"
OECUPATIONt POWtR EQUIP,ttit UYERLTOMS
LOCAIION: CLALCAM, GNAVS M&R80R, (SLANG, JEFF£KSGh, KING, KITSAP♦ LEWIS,
MASG"11 PACIFIC t4UATH Of MAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE „1�1 TU THE PACIFIC OCEAN), PIERCE, SKAGIT,
SNUNtl*ISH, THLRSTLN AAID WHAICOM CUUNTIFS.
OTHER
514-9�04 STATk- OVERTIMt: ALL WORK PERFORMED IN EKCt:SS
OF Y 40i1RS PF.R DAY Uk 40 )OURS PEA MEEK, MCN-
JAY THRUUUM FkIJAY, 44D Att KURK PEAfLRPEC EN
SLTUKUAVS SHALL RF 0410 AT UNt AND OhE-HALF
TIMES THE KEteJ:.Ak +CrL. t{.L wUKK PERFCAPEO CN
SUNJI YS AhC *;II .t , •+Alp Al UCUl1LE
THt REGULAR RATL :t
'.14-45tf STAIL : fGFk4AN - J.' �. -��. OVER 114E MIGNES1
CLASSIEiCAiI' •e .J;k HIS SUP€RVISIUN.
CITY 3f KtrfrcN
HATTULK AVE. SL.
S AN IT akr StM6R
PAGE P
M.Y-R 123211-AA PKtVAILING MENIMUh "04ft Y NAGE RATES SEpTE+sER SD• I"b
JCCUPATIUNI SI4N MANvERS AND SIGN PAINTERS
AND CONSTRutlIoN MEN
LUCAT1u4: KIN,, CWNTV
FRINGE SENEFITS
OENTAL
MEALTM A'1U KELFARE i.14 $/MR.
KIM pN 1.05 11".
•AWL RATES
uCCURAT IUN OCCUP AT IUN STATC
C ODE DESCRIPTION RATE
640-0015 PRUJuCTICN SILK SCREENER 7.V
640-0005 C19NSTRUCTION .00 1.41
640-00 51 Sn:w PERSON 4.14
640-0050 Slrh MANGER AN0 LONSTRUCTIUN MAN 15.63
640-0%1 SI.N PAINTER IR. 1ti
640-011t SItK SCREENER 12.16
CITY CF RE''ICN
SHATTUCK AVE. SU.
SA41TARV SEkER
PAYE i
MIY-R 12 UO0 AA PREVAIL14- NINIRUA HWRLV WAGE RATES SEPTEWBER 33, M6
OCCUPATIUNt. SJRYEVORS
LOCATION1 CLALLAN, A.RAVS HARBOR. ISLANOr JEFFERSOA. AIAy, KITSAP, LEIS.
AASUN* oK if IC. 01£k CF. SKAGIT, $hQt10A1SM. THURSTUA ANO WHATCCR
COUNTIES.
" INGE BENEFITS
TOTAL HOURLY WWII II — ;'Mk Ty CHIEF E.40 $/MR.
TOTAL HOURLY BEA£FIT - 1NSTRUAENT 1.00 S/HR.
f"SUN
TOTAL H(A/RLY 600FIT - LHAIN RERSJH .10 3/HR.
WAGE RATES
:KCUPAT ION OCU494MAM STATE
C"O£ OE Set IPT*!YJ RATE
12J-0010 CHAIN PERSCti A.25
120-0v1tO IVSTRJAC41 PERSUN LJUNICA EAGINEERI 10.00
121-041O 00TY LHIEf LASSISTANt ENGINEER► 11.50
uT yE k
IIJ-431i STATES IYWi YE - ALL HUURS W8KKEU 1% EIKESS
JF t eluJRS Ptk DAY OR 1*0 HOURS PER MEEK SMALL
BE PAID AT UNE ANJ CNC-HALf TIRES THE REGULAR
RATS. OF FAY.
CITY :F RE-tT_e
';HATTJLN AYC. S".
S 4'�ITA:Y St*VR
PAGE 10
NIY-R 12320-AA PREVAILING MININUM HOOKY V144E RATES SEPTEMBER 10, 1966
GCCUPATIONI TEAMSTERS
LUCATION, CLALLAN, GNAYS HARBOR, ISLAND, JEFFEASCN, KING, KITSAP, LtWIS,
N4S )4, PACIFIC INUPTH OF THE w4HKIAKUM COUNTY NORTHERN 9OUNDARY
ERTtNUEU DUE NEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT#
SN'ItIONISH, THLOSTON. AND AHATCCM COUNTIES.
FRINGE BENEFITS
HEALTH ANO `.ELFARE 1.89 St HR.
PFNSIW, 1.82 11HP.
wAGk RATES
OCCUPATIJN OCCUPATION STATE
CODE DE SCR I T I UN RATE
GROUP SB
730-0140 BUS OR EMPLUYEE HAUL 17.16
GROUP 1
i10-0146 CHECKLRS 17.36
11)-06b)0 LEVEKMAN ANU LUAULRS AT BUNKERS AND 7.)b
BATCH PLANTS
13J-1200 SwA9PER 17.16
GROUP 14
130-181J Mob EM,,USEwA% ANJ CHcCKERS IT.96
UROUP 2
130-11Ju TEAM JPIVEK 17.1i
GROUP 3
710-0110 BULL LIf TS, JR SIMILAR t4UIPMENT USEU IN 1T.16
LU.fJl 0, CR JNLCAOIN, TRUCKS. TRANSPOPTING
MATFKIALS CN JOH SITFS!AAPEHUUSING
CITY OF RENT;K
SHATTUCK AVE. Si..
SANITARY SEwEN
PACE 11
.4,Y-it 32320-AA OktVAiU NG MINIMUM HOURLY WAGE RATES SEPTEMBER 30, 1966
CCCUPATIJN2 TEAMSTERS
LULATIUNI CLALLAM, GRAYS HARBOk, ISLANC, JEFFERSON, KING, KITSAP, LEWIS,
MASOw, PACIFIC (NUkTH OF THE WAHKIAKUM COUNTY NURTHF.RN BOUNDARY
EXTENOEU JJE WEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT,
SNOHOMISH, THLRSTUN, ANJ WHATCOM COUNTIES.
w AOt RATES
OCCUPATION OCCUPATION STATE
C CDE OESCkiPT1UN RATE
GROUP 3
130-0200 OUMPStERS, ANU SIMILAR EQUIRMENT:TCURNO- 17.16
Kl7LKE5S. TGUk +UWAGUN, TUURNOTKA1l ER, CAT OM
SEkItS, TERRA COBRA, LFTUURNEAU, WESTINGHOUSE
ATHEY wAGCN, EUCLID, TwC AND FOUR-WHEELEU
PUw Ek TRACTOR WTH TRAILER ANO SIMILAR TCP-
LOAOtJ ECLIPMe0 TRAM'`.PCAIING MATfRIAL A,41:
P£kFORMING POKK IN T.v,SIER JURISCICT10K%CUMP
TRUCKS, SIDE, ENO AND BOTTGM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS CR COMAINAT ION,
THERLOFIUP TO AND INCLUDING 5 YARDS
73Q-)61n FUCL TFJCK, GPEASC TRUCK, &P£ASER, BATTERY 11.16
SEk VICf MAN AND/Uk TIRE SERVICE MAK
733-111c SCISSURS TRUCK 17.16
13.,-13'.•^ TkAC1UR, SMALL RUBBER-TIDED (WHEN USED WITHIN 17.16
TfAMSTFR JURISDICTICNI
13�-17,; VACJOw TPL..K 11.16
730-20JJ wATEM kACCK ARU TANK I'k UCK: UP TO 1600 17.10
OALL.INS
/3C-220, wltvLry T4LCn: SlNGLF. REAR AKLt 17.1b
T30-2?2'O WKE..- . TF OCK AND SI MI LAP ECU IPMENT 11.16
UR04P 14
110-0400 FLAHERTY SPREADER 11.49
DROOP 4
730-nSh FtAT6C0 TR�LK, DUAL REAc AXtV 17.27
GROUP ti
133-00d4 BJGGYMUBiI.. ANJ SIMILAR IT.33
CITY OF RE TDA
SHATTUCK AYE. SC.
SANITAPY SEWER
PA;,E 12
HWY-R32320-AA 'REYAILSNLi MINIMUM HOURLY WAGE RATES SEPTEMBER 30, 1986
OCCUPATIUN: TEAMSTERS
LULATIUNt CL4LLAM, GRAYS HARBOR, ISLANC, JEFFERSON, KING, KITSAP, LEWIS,
MASJN, PACIFIC INORTM OF THE sAt KIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE REST TO THE P41LIFIC OCEANI, PIERCE, SKAGIT,
SNUHUMISH, THLRSTON, ANO Wr(ATCUM COUNTIES.
RAUE RATES
OCCUPATION OCCUPATION STATE
C CDE 7ESCRIOtILN RATE
GROUP 5
730-0670 HYSTEk OPERAT!IQS (HAULING BULK LOCSE 17.33
4GGKEti ATES1
730-1190 STRAUD►E CARKIER CROSS, HYSTER AND SIMILARI 11.33
730-2010 WATER WAGCN AND TANK TRUCK: 1600 C-ALLON$ 17.33
TO 3000 GALL JNS
GROUP 6
130-1500 Tk1^,S(T-PIX, 0 TO ANO INCLUDING 4.5 YJS. 1T.37
GROUP 1
730-0210 OUMPSTERS, ANO SIMILAR EUUIPMBNT:TCORNO- 17.18
AOCKEKS, %URNOWAGUN, TOURNuTRAILER, CAT OW
SLnILS, TEkFA COBRA. LETOURNEAU, MESTINGHCUSE
ATHFY W4fCN, CJCLID, TWC ANJ FOUR-MHLCLEU
POWER TRACTOR MTH TRAILEk A" SIMILAk TCa-
LUA)EU ECUIPMCNT TRANSPORTING MATERIAL ANJ
PERIOK41KG e1)RK IN TEANSTLP JURISEICT11N:GJMP
TKUCKS, Stilt, ENO ANJ 80TOM JUMP. INCLUUING
SEMI-TFJCKS ANd TRAINS OR CUMBINATIONS
THEREOF:CVER 5 YARDS TO ANJ INCL. 12 YARDS
730-0410 EXPLOSIVE TRUCK IFIEIO MIX) AN) SIMILAR 17.38
EQUIPMENT
710-3110 LUwBEJ ANC HEAVY JUTY TRAILER: UNDER 50 17.38
TONi GROSS
7dO-114') SLJkKY TRUCK JFIVER 17. 38
730-1LoU SNO-GU ANC SIMILAR EQUIPMENT 1T.(d
731-2219 •INCH TRLrK: DUAL REAR LXLt 17.1d
GROUP lA
CITY OF REi,TJN
SHATTUCK AVE. SC.
SANITAkY SEWER
PAUL 13
HWY-412320-AA PAEVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 30, 1486
OCCUPATIGN: TEAMSTERS
LOCATION: CLALLAM, GRAYS NAR808, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
+ASON, PACIFIC INJRTH OF THE WAHKIAKUM COUNTY NJRTHERN 60JNDARY
EXTENDED DUE REST TO THE PACIFIC OCEAN), PIERCE, SKAGIT,
SNUMJMISH. THLPSTON, AND MHATCCM CUJNTIES.
WAGE RATES
OCCUPAT IUN OCCUPATION STATE
CODE DESCRIPTIJN RATE
GRWP EA
110—J910 CIL JiSTRIBJTOR DRIVER IROADI 17.49
GROUP I
IJO-0220 DUMPSTERS, ANJ SIMILAR EOUIPMENT:TCURNU— 1T.4•4
RUCKERS. 7CUR40WAGJN, TCU-NOTRAiLER, CAT ON
SERIES, IE4R.A CUBkA, LETJUFNEAU, WESTINGHOUSE
ATHLY WAGL4, EUCLID, TWJ ANJ FOUR-WHEELEJ
POwEk TRACTOR wTH TRAIL-."A A'iJ SIMILAR TCP-
LJAUEU EGW 0MFN1 TRANSPORTINU MATERIAL '. 10
PERFORMING WURK 1.4 TEAMSTER JURtSC1CTIONLDUMP
7RUCKS, SIDE, ENJ ANJ 90 TCM DUMP, INCLUDING
SEMI-TkUCKS ANU TRAINS G4 CJMBINATIONS
12 YARDS T� AN; ENCL. IN YARDS
.k1iU° 9
i1G-3111 BULK '..EMtNT TANKER 17.49
73a-)24P J J A Ti , •lad >14IL A Ed J IPM k N T:T CJR NU- 11.49
u r1:Kt�5, 7,..t14 N.).4GCN, TGJRNJTRAILER, CAT JW
SEwtt S, TEkkA CJ1RA♦ LETOURNEIU, MESTINGHJJSE
ATH;Y wAGO,r f.L10, TwC ANJ fE)UR-WHEELEJ
PJKtK TRACTOR wTri TRAILFR ANJ SIMIt AR TnP-
LUAJEJ L61.I0.4t Nt TRANSPJRTIN4 MATERIAL AMC
PEkiUAMING WOkK IN TEAMSTER JURISCICTIGN:COMP
TNUA-Kj, SIJE, Nrc ANJ d.:'TT!?M UUMP, INLLUOIN.
>EMI-TkUCKS AN.) T ALNS CR CO4tllNAT WNS
T,4C+F!7F:CVtP 16 ' nJS % A•VJ INCI. 20 YARCS
1J9-2C a•, wATtk MSf,L.N A'rJ TA.4K TkUCK. OVER 3000 "a ALL/ANS 11.4v
CITY OF �F'1TUI.
SHATtUC.K AVE. S".
SA;11TAi.Y SEWER
PAGE 14
HwY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMSER 30, 1986
OCCUPATION: TEAMSTERS
LUCATIC4: CLALIAM, GRAYS hARK*t ISLA409 JEFFERSCN, RING, KITSAP, LEWIS,
MASON, PACIFIC (NORTH Of THE wAHK1AKUM CUUhTY NORTHERN dDUNDARV
EATENOEU JUt wtST Tu THE PACIFIC OCEAN), PIERCE, SKAW T,
SN'JHLIIS�', THGP$T'IN, AND %HATCCY COUNTIES.
wAuE RATES
OCCUPATIJN OCCUPATION STATE
CC'JE OESCKIPTIG4 RATE
GROUP 10
730-3120 UJLL LIFTS, OR SIMILAR EQUIPMENT USEU IN 17.�l
LUA:)LNG CF UNLUAJING TRUCKS, TRANSPCRTIho
MATERIALS ON JOB SITES:OTHEP THAN wAREHCUSIN,
GROUP it
736-14J5 n:AASIT PIA, It.54
CVER % YCS. TU ANJ INCIJDING 6 YOS.
GAOJP ILA
730-LSI lKA'IS1T-•I9 JSEO EXCl MVtLY 14 HEAVY 17.54
CITNSTR. I..VF.A 4 YJS. TO ANJ 14CL. 6 Y'IS.1
GROUP 12
A-F.AAE 0R 'fYJRrL1FT TRUCKS "R SIMILAR 17.h4
t .u104ENT ,,HEN A-FRAMs uP HYuKALIFT UR
S1411 LP twl"ENT IS IN uit
GROUP 11
i10-32w0 JUMPSTERS, A . ,IAILAR tJUIPMt NT:TCUPNU- 11.66
R176KL.c T' �A GL14, TTiUM%:TRAIIEP, CAT Jw
S01 Lt7OUK4EAu, wESTINGHCUSE
ITa• , 11.ID, TKU ANJ �JUR-WhEtLfU
" ��4 wT4 TRAILER ANJ SIMILAR TCP-
'• 'YtNT TRANSPORTING MATERIAL AN,
wi.RK IN TEAMSTER JJPISCIL WMCUPP
1 i . ENO ANO AOTTUM JUMP, INCLUDING
ANJ TRAINS CM COMBINATIONS
Tr. - 20 YARDS TO AND INCL. 31 TARS
CITY CE eE�.TtN
SH..ITUCK AVE. SC.
SANITARY SEWER
PA..E 15
HWY—R 12320—AA PR"t MAILING MINIMUM HOURLY MAGE RATES SE►TEMEER 30, 1"6
CCGUPATICA: TLAMSTLTiS
LOCATION: CLALLAM, GRAYS MAR30R♦ ISLJMQw JEFFERSCNY KING• KITSAPS LEOIS•
MASON, PACIFIC (NOPTH OF THE WAHKIAKUM CCUNTY NORTHERN dDUNOARY
EXTENDED DUE WEST TU THE PACIFIC OCEAN), PIERCES SKAGITs
SWAOMISH, 74LPSTON, ANO WHATCGM COUNTIES.
WAGE PATES
OCCUPAT I04 OCCUPATION STATE
CCOE DESCWIPTION RATE
GROUP 13
130-0720 LUMJkJ ANC HEAVY DUTY TRAILEA. 50 TONS I ).bb
,.RuSS TO AND INCLU0IN:: 100 TUNS GROSS
GROUP 14
130-1,15 TRANSIT PIA, 11. 7J
UV." 4 YOS. TU ANJ INCLUDING 8 YOS.
IS
110-g25J OU"OSTtAS, ANJ SIMILAR L.UIPMENT:TtURN '- 11.82
ROCKLk$, TGURNUWAGUN, TC: -NOTRAILF.R, CAT CW
SEAIES, TERRA C08AA, LE%JRNEAU, WESTINGHCUSE
ATMV WAt;LN, EUCL10, TWu AND FJUR-WMEELED
P')WLP TRALTUR WTH TRAILER ANJ SIMILAR TOP-
lUA)LJ ECLIPMLNT TRANSPORTIN-.. MATFRIAL ANC
PE04MINC wJkK Ii TEAMSTkR JJRIS0lCTICR:DUMP
TPJI, a, SICE, LNO AND 8G'TTC4 DUMP, INCLUDING
St*I—Tk'JEKi AND TRAINS OR C_MOINATIONS
THLnt�F:CVCR 30 YJS. TG AND INCL. 40 YOS.
730-31:J L(JWJLJ ANC" HEAVY ;)UTY TRAILtkl OVEP 100 t7.a2
GROUP IN
110-142-i TFa::SIT Plx,
UYLk 3 YES. Tk: ANJ INI.LW14N, 10 YDS.
CITr OF KENTgN
SH.TTUCK AVE. Sc.
SANITARY SLWER
PAGE 16
HWY-R32310-AA >REYAILING MI`1114UM HOURLY WAGE RATES SEPTE45ER 30, IS86
OCCUPATIOW TEAMSTERS
LUCATION3 CL ALLAM, GRAYS hARBOR, ISLANG, JEFFEk$GN, KING, KITS4P, LEWIS,
MASON, P'.` IFIC WORTH OF THE WAHKIAKUII COUNTY NGRTHFpN iOUNDARY
EKTENOE4 ujE WEST TU THE PACIFIC UCEANI , PIERCE, SKAGiI,
SNOHOMISH, THUPSTON, AND MHATCOM COUNTIES.
W44iE RATES
OCCUPATION OCCUPATION STATE
CODE OESCRIPTtUN RATE
GROUP L7
730-0260 OUMPSTERS, AND SIMILAR EUUIPMENTITCUPNO- 17.98
ROCKERS, TCURWJwAGON, TCURNUTRAILER, CAT DM
SEk1ES, TERRA COBRA, LETOURNEAU, W£STINGHCUSE
ATHEY MASON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TCP-
LU4DEO EQUIPMENT TRANSPURTING MATERIAL ANC
PLf FCKMING WORK IN TEAMSTER JURISCICTIONtUUMP
TRUCKS, SIDE, END AND BOTTUM DUMP, INCLUDING
$EHI-TRJCKS AND TRAINS OR LUM61NATIUNS
THEKLOFZCVEW 40 YARDS TG AND INCL. 55 YARDS
GROJP 15
730-1v35 TRANSIT PIX, 1803
UVER 10 YOS. TO AND INCLUDING L2 VOS.
GROUP 11,
730-1445 TRANSIT PIX, 18.1`,
0VLk 12 VDS. TU AND INCLJDINJ 16 YGS.
GROUP 2?
730-L44T TRANSIT PIX, 18.35
OVER 16 VCS. TV AND INCLUOING 20 YOS.
GROUP 21
130-1451 TRANSIT PIKERS AND TRULKS HAULING CONCRETE 18.51
OVER 20 TOS.
CITY UF KENTOh
SHATTUCK AVE. SU.
SANITARY SEWER
PAGE 17
"WV-R32320-AA PREV41►ING MINIMUM HOURLY WAGE RATES SEPTEMBER 109 19"
OCCUPATIONS TEAMSTERS
LUCAT10N1 CLALLAM, GRAYS HARBOR. ISLAND• JEFFERSCN, KING, KITSAP, LEWIS,
MASON• PACIFIC INURTH OF THE WANKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE bEiT TO THE PACIFIC ULEANI, PIERCE, SKAGIT#
SNONOMISH, TNLRSTON, AND WHATCUN COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION STATE
CCOE DESCRIPTIUN RATE
GROUP 22
730-0430 ESCORT DRIVER 12.00
130-1020 PILOT CAR 12.00
GROUP 23
730-0440 FLATBED TRUCK, SINGLE REAR AXLE 15.2)
110-LOIC PICK-UP TRUCK L5.25
GROUP 24
730-0810 MECHANIC 1,ELPEP 16.91
GROUP 25
134-3800 M£CHAN IC 17.50
GROUP 144
730-15. 0 TRANSIT-NIX USEO cXCLUSIVtIY IN HEAVY 17.70
CQNSTA.:CVER 6 VJi. TU ANP INCL. 8 YDS.
GROUP 164
730-1330 TRANSIT-PIX USEU EXCLUS1VtLY IN HEAVY 1T.8b
CCNSTR.:CVER 8 YOS. TO AND INCL. 10 YOS.
GROUP 184
130-1540 TRANSIT-MIX JSEO EXCLUSIVELY IN HEAVY 18.03
CONSTR.:CVER 10 YOS. TO 4NU INCL. 12 YOS.
CITY OF RENTON
SI/ATTUCK AVE. S:'.
SANITARY SLWER
PAGE 18
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 30, 1986
OCCUPATION, TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP:, LEWIS,
MASON, PACIFIC INORTH OF THE wAHK1AKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , °IERCE, SKAGIT#
SNOHOMISH, THURSTON, AND WH14TCOM COUNTIES.
WAGE RATES
OCCJPAT ION OCCUPATION STATE
CODE DESCRIPTION RATE
GROUP 19A
730-1551 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18. 14
CONSTR.tCVER 12 VOS. TO ANO INCL. 16 YOS.
GROUP ZOA
136-L560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.3�
CONSTk.t0VEk L6 YUS. TO ANU IN-L. 20 YUS.
GROUP 21A
7JO-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.51
CONSTK.:GVER 20 YUS.
OTHER
73J-N735 STATLt FCP OCCUPATION 130-026O IN GROUP 17
AVU .1S !lHN. Fug E4CH 10 YARD INCREMENT GVED
56 YARDS
740-9736 STATE : .OVERTIME-ALL WOkK PEKr ORMEQ IN EXCESS
OF 3 HOURS PEF DAY OR 4V HOJRS PER WEtK, MqN-
JAY THRULtiH FRIDAY, AND ALL WCRK PEPFURMEC GN
SAT16 JAVS SHALL DF PAID AT UNE AND ONE- HALF
TIMES THE REGULAR RATE OF PAY.ALL %QRK PER-
FOKMEJ OA SUNDAYS AND HOLIDAYS SMALL BE PAID
AT DOUBLE THE REGULAR RATE OF PAY.
CITY CF FENTCk
SHATTUCK AVE. SG.
SANITARY SEWER
PASt 19
HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SE►TEMBER 30• I946
OLCUPATIGN1 TRAFFIC CCNTRUL STRIPERS
LOCATIONL STATEWIUE (EXCEPT CLARK* COWLIT2. KLICKITAT* PACIFIC-THAT PORTION
SUUTM OF THE ►AHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENOEU DUE WEST
TO THE PACIFIC OCEAN, SAN WAN, SKAMANIAT AND MAHKIAKUM COUNTIESI
FRINGE BENEFITS
APPRENTICE TRAINING .06 S/HR.
HEALTH AND WELFARE 1.70 T/HR.
PENSIO4 .50 S/HR.
WAGE RATES
OCCUPATIO9 OCCUPATION STATE
CODE DESCRIPTION RATE
$20-0010 FOREMAN 20.12
SZC-0320 JOURNEYMAN 17.15
OTHER
�620-9010 STATL . OVERTIME — ALL HCUPS MORKEJ IN EXCESS
OF R HOURS PER JAY OR 40 HOURS PER WEEK SHALL
BE PAID AT LNt ANU ONE-HALF TIMES THE REGULAR
RATE OF PAY.
820-9A7J STSTEs OVERTIME — HOURS IN EXCESS CF 40 IN
ANY *ORR wFFK $HALL 9E PAID AT UNF
ANC `]NE-HALF TIMES THE REGULAR RATE.
CITY OF REYTCN
SHATTUCK AYE. SC.
SANITARY $EWER
Phut 20
ODOJOUOUD 11 9994999999 V999999949 UU 3)U UOOOCOUJO
COODUODOJD III 999999999999 994999599999 UU UU 0OOODDOD00
OD DO 1111 99 99 99 99 UU UJ DO DO
CD 00 11 49 99 S9 99 UU UU DO 00
OU DO 11 99 99 99 99 UU UU 00 OD -
OD JD 11 99999Y999999 999999999999 UU UU DD DU
CO DO 11 999999999999 999999949599 UV UU DD DO
DO JO 11 49 99 UU UU 00 DO
CD JO 11 99 99 0U JU 00 JD
CO JJ 11 99 99 99 99 GJ uu DO 00
COOOJOUDOJ 1111111111 999S99999994 994999999999 JUUUVUUU'JUUU ODOODD0000
COODUDDOO ilillillll 9999999999 9999999999 l4000VUUUU OODCOOOOD
C00DODJUU 11 9999"9999 11 1333333333
C300000DOO III 999999999999 111 133333333333
CD UU 1111 99 99 llll 33 33
CO JU 11 99 91) tl 33
CU Jd 11 99 99 11 33
co DC 11 995999999599 11 3333
CO JO 11 999999999999 11 3333
CD DC it 94 li 33
CO JU 11 S'+ 1 ! 33
CD JU 11 99 •>9 11 33 33
CODJDODOOD I111111111 999599999g9l lilillllll 33JJ33333131
C10UJUJJD 11illlllll 9g99999"i 111I1111I1 3333333333
•A b40 JUd 13bo 0199J0Ot "AGES.KTN.4.JU6S. PLUM Dig 5.48.01 PM 30 SEP 86
•A ENU JUd libb 0199JO06 nAGF S.R T N.4.JO RS. RCOM U19 5.48.91 PM 30 SEP 86
4A ENO J:A 1i66 11"LIODt wAUES.RT',.4.JOBS. RCCM 019 1.48.31 PN 30 SEP 96
4A ENO 78 1146 0199UD36 WAF.' .,.•*'.. .JUdS. PCUM 319 5.4K.11 PM 30 SEP 06
*A ENO JOd 1366 uI 94 JUO6 AA..' ... *' ... JU0S. RCCM J19 5.48.JI PM 30 SEP 86
4A ENU aUR lib, 1440,i 16 AA.; :,. . ..PJ64. PLUM U14 11 PM 31 SEP 86
•A tNJ JUd I3b4 AVYJU16 044t�.' 1 .• •. J 1 IS. ROOM U19 5.. `1 PM 10 SEP tlb
6A tNJ JUd 13b6 J199UD^b AA(.E S.- T ,. . J_.'S. RCCM all 5.. l PM 30 SEP 86
rA ENO J09 1366 .1199U01A wA It -1.1 T „ ., 1 :-•>, RCCM D19 5. - 1 PM 30 SEP 66
•A END JUd 1366 0199UUA6 ♦A ,I. ,. .T'.. Ai. PEON 019 5.. 1 PM 30 SEP $6
•A ENO X)d 136t Jl 14JO06 44.,E>.1"..••. JJ.'S. RCCM U19 5.. 1 PM 30 SEP 66
•A tN0 JUd 1306 U1119 0006 "A4t5.ATN.4.Ju8- ROOM J19 5., . '1 PM 31 SEP 86
4A END Jutl 136b 01940096 WAGES.RTN.4.JV8S. RCOM 019 S.w . �I PM 30 SEP db
•A ENO J.,d 1366 U199UO06 MAGES.KTN.4.JOBS. RCON 019 5. 1 PM 30 SEP 84
•A ENO J3'A I16b U199JO')6 WAGES.kTN.4.JOBS. PEON Jig 5.. i PM 30 SEP db
•A E'iU JUS 1366 J199UU36 RAUES.RTN.4,JO05. KEEN 019 5.:- 1 PM 3C SEP 46
•A ENO JuR 1366 J149JD06 WAUES.RTN.4.J40S. RCCN Jlg 1 PM 313 SEP 86
*A ENU JCd libb 019E 0006 WAGES.RTN.4.J08$. RCUM J14 5.'• `1 PM 31 SEP 86
4A E,*U JUR Ilb6 Ol g9JDJt WAGES.RTN.4.JOBS. it cc" J19 S... . 1 PM 30 SEP 86
*A END JUB IJ66 01990000 WAUES.NTN.4.JOdS. NCOM )19 5. , . 1 PM 30 SEP 46
*A END JUB libb U149UD06 rAiotS.RTN.4.JOBS. PEON 019 PM 30 SEP 86
•A ENJ JJS 1366 J194JO06 oAGES.91N.4.JUB5. RCUM U19 5.4b. T1 PM 30 SEP 86
bA E40 J06 libb OL99JO16 .4GES.KTN.4.JOd3. ROOM 019 5.48.01 PM 30 SEP 86
*A EVD Jud 1366 'J199JO1b .A..CS.RiN.4.JOtli, RCCM 0119 5.48.4 PM 30 SEP 86
•A ENJ J.;'3 libb J199Jbdf .AGEs.KTN.4.JOBS. ROOM 014 5.48.J1 PM 30 SEP 86
4A END JJ8 1166 0199UD06 *AGt:S.RTN.4.JOBS. RCOM J19 5.48.01 PM 30 SEP db
•A ENO JGd 1366 J144UDOt a kGES.KTN.4.JCBS. RCCM U19 5.48.11 PR 30 SEP 86
•A ENU JUR 1366 O149UD1t A AB E S.1t TN.4.JU BS. RCON J14 5.4d.11 PM 3C SEP 86
•A ENJ Jud 1366 U199UD36 *AGEi.RTN...Ju6S. RCOM jig 5.4d.01 PM 3C SEP 86
•A ENJ JUB 1366 Jlg9J0'16 MA::E S.R TN.4.JOBS. RCUM 1119 5.46.31 PM 3D SEP 86
•A END JOB 13bb 3199UW6 WAGES.RTN.4.JOdS. ROOM U19 5.48.11 PM 30 SEP $6
4A ENO JJ8 1366 1199 J006 WAJE S.N.TN.4.JOKS. RCCM 019 5.48.01 ✓M 30 SEP 86
•A END JJP 1166 0149UO76 WAGES.kTN.4.JOBS. RCOM D19 5.48.31 ✓M 31 SEP 66
•A ENO J':`•B 1360 J1"J016 WAGES.RTN.4.JOBS. RCON J19 5.4B.'11 PM 30 SEP 36
CITY OF RENTON
SHATTUCK AVENUE SOUTH
INTERCEPTOR SEWER
SCHEDULE a qOUTH PORTION
SCHEDULE B. NORTH PORTION
Si F.0 iAL PRCI'd I�IO::S
1 -C2.4 EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK
(SUPPLEIMENTAL SECTION
A limited soils investigation for the project has been prepared by
Converse Consultants Northwest, Seattle, Washington, dated September
24. 1986. A ropy of the investigation is included ir, the Appendix
of these Specifications.
The limi-ed investigation is solelv for design purposes , and it
shall be considered informational only. There is no guarantee
reaardine type of soil or subssrface conditions within the project
area, nor is there guarantee as to completeness or accuracy of data
in the report. CONTRACTOR shall make his own independent examin-
ation of soils ana subsurface conditions and their effect on the
Prc'ec r.
1 LEGAL REIATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07. 16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTIC.
Private property such as plants, shrubs, trees , fences, and rockeries
within the public right-of-way shall be removed and restored to the
satisfaction of the property owner. It shall be the Contractor's
responsibility to notify each property owner when it is necessary
to remove such improvements to facilitate the Contractor's progress ,
and to remove those improvements to locations requested by the
property owner or to restore them in their original location in as
near original condition as possible.
Such removal and restoration shall he considered incidental to the
protect and no further compensation will be made.
7-17 SANITARY SEWERS
7-17.3(1 )A SEWER TRENCH (SUPPLEMENTAL SECTION)
All excavation. placing of pipe, and backfilling shall be done in
accordance with State of Washington Safety Standards for Construction
Work, Part C of the latest edition.
1
Page _
7-17.3(1 )A SEWER TRENCH (SUPPLEMENTAL SECTION) , Continued
Sewer Trench excavation and backfill shall be done in accordance
with Section 2-09 STRUCTURE EXCAVATION CLASS A i'P CLASS B.
Soils excavated from the trench are expected to be wet and fine-
grained, and are not considered suitable for reuse as backfill in
Iareas where subsequent settlement of the trench backfill is object-
ionable (such as under streets). Therefore, it is recommended
that trench spoils be hauled from the site and be wasted and that
backfill material be gravel borrow in accordance with Section 9-
03.14 of the Standard Specificarier= .
Backfill should be placed according to the 1984 Standard Specific-
ations, Sectiens 7-10.3( 10) and 7-10.3( 11) .
Initial backfill should be tamped along the sides and under the
haunches of the pipe and -tiould extend at least six inches over the
top of the pipe. The fi__ should be placed in thin lifts (approx-
imately eight inches or less) and compacted to at least 95 percent
of the raximum dry density (as determined by the ASTM D-1557
compaction test procedure) ,
7-17.3(1)A FOUNDATION (SUPPLEMENTAL SECTION,
Exposed foundation soils are expected to consist of very loose
silty sand and soft silt. Foundation soil will most likely be wet
and will easily be disturbed by construction activities. Excavation
should be performed with a smooth-bladed bucket, foot traffic on
foundation soils should 1.a minimized, and the trench shall be over-
excavated at least 12 inches and backfilled with gravel borrow
(meeting the specifications Riven in Section 9-03.14, Standard
Specifications to provide a stable working surface and to protect
foundations soils. Where peal or organic soils are exposed at the
base of the trench, this overexcavation should be at least 24 inches
deep. At manhole locations, manholes shall be provided with a
layer of gravel borrow as recommended above at least 12 inches
thick to protect foundation soils.
7-17.3( 1) B PIPE BEDDING (SUPPLEMENTAL SECTION)
Pipe should be bedded in general accordance with the WSDOT/APWA
Standard Plans for Road, Bridge and Muncipal Construction, Standard
Plan B-18C; for both rigid and flexible pipes. This includes four
inches of bedding material below the pipe. Due to the fine-grained
nature and high moisture content of the natural material, the
cleaner "grave'_ borrow" (9-03.14) shall be used for bedding rather
than the specified gravel backfill (9-03.12(3)) which allows up to
15 percent by weight passing the U.S. No. 200 sieve.
Page 3
7-17. 3(2)A SURVEY LINE AND GRADE (REPLACEMENT SECTION)
Construction staking shall be provided by the Contractor's surveyor
as provided in Section 1-05.5(2) of the supplemental specifications.
The laser method of establishing line and grade may be used as
specified in Section 1-05.50) of the supplemental specifications.
7-17.3(2)H SIDE SERER CONNECTIONS (SUPPLEMENTAL SECTION)
TEES/STCBS:
Tees shall be installed where shown on the plan, or as directed
by the Engineer. The unit bid price Der each Tee shall be
complete compensation for all labor, material, fittings and
equipment necessary for complete installet in.
The unit bid price per L.F. for sewer sewer pipe shall be complete
compensation for all labor, materials, fittings and equipment
necessary for complete installation; including excavation, bed-
ding, cackfill, placing pipe, connection to existing side
sewer, removal and re_olacement of concrete curbs, gutters drive-
ways, and sidewalk. No tunneling under the curbs, gutters,
sidewalks or driveways will be allowed.
7-17.5 PAYMENT (SUPPLEMENTAL SECTION)
BORN PERFORMED UNDER THE Contract shall be paid for according to
the Bid Items shown in the Proposal and Schedule of Prices. Payment
shall constitute full compensation for furnishing all plant , labor,
equipment and materials, and performing all operations required to
complete the work, as specified, and as shown on the drawings.
Payment shall be made only for those items specifically shown in
the Proposal and Schedule of Prices, and all costs which do not
appear as a specific item shall be included into one or all of the
Bid Items.
7-17.6 AUGERED OR BORED CASING AT B/N RAILROAD (NEW SECTION)
At the locations shown on the Plans, a sewer pipe crossing of the
Burlington Northern Railroad trackage shall be made by jacking,
driving, or augering a steel casing pipe beneath the surface. No
open excavation shall be allowed. Diameter of casing pipe shall be
sufficient to allow installation of the utility pipe and also to
provide allowance for adjustment of the utility pipe to proper line
and grade. Wall thickness shall be sufficient to withstand install-
ation force and loadings and shall not be less than 0.531-inch. The
sewer pipe may be either pushed or pulled into the casing pipe.
Shims or skids shall be used to protect the pips
Position. The sewer pipe and place it in
shall be adjusted to line and grade, and
shall be permanently anchored or blocked in position. Sand shall
Page
7-17.6 ACGERED OR !.ORED CASING AT 8,N RAILROAD, Continued
be placed in the casing pipe so that all voids will be filled.
Care shall be used to completely fill all voids and to prevent
floatation or displacement of the pipe. A seal or plug, to retain
the sand shall be installed at each end.
The requirements of the Railroad as contained in the Construction
Permit or as issued by oral instructions of the authorized repre-
sentative of the Railroad shall be followed by the Contractor.
7-17.7 METRO TAP; CONNECTION TO METRO (NEW SECTION)
The Metro Tap shall comply with details shown on the Plans. In
addition, the following requirements shall apply;
1) Mr. Jim dawthorn of Metro (phone 684-1303) shall be notified
a- least two working days prior to construction in the vic-
inity of Metro's 108-inch diameter Eastside Interceptor,
Section 1.
2) During construction, no debris shall be allowed to enter the
Metro Interceptor.
3) Plans for dewatering adjacenr to Metro facilities shall be
submitted to Mr. Jim Hawthorn for Metro review and approval
at least five days prior to construction.
4) The connection to the 108-inch diameter Interceptor shall not
be backfilled until it has been inspected and a; proved by
2Ietro.
5) The new connection shall be made by core drilling and use
of a Kor-N-Seal Boot as distributed by P.I.P.E., Inc. , 4601
South Orchard, Tacoma, Washington 98409, (206)623-7772.
6) The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the City.
Pape 5
7-17.8 MAINTENACE OF EXISTING WASTEWATER FLOWS (KEG SECTIONS
All existing sewers in the protect area are in active use and,
therefore, in performing the work included in the Contract, the
Contractor shall make adequate provision for maintaining the existing
flow, diverting the flow or storing the flow for later release.
Work involved in the maintaining of existing wastewater flows shall
be subject to the following!
1 ) Diverted, stored or bypassed wastewater shall be returned
to the sewer system and. shall nog be released in the ground
or on the surface.
2) Ground water, dirt, gravel, and construction debris shall not
be allowed in the sewer system.
3) Wastewater flows shall not he impeded or stored so that it will
create a problem upstream.
4) The Contractor shall prepare a step-by-step plan and time
schedule for completing this portion of the wo:k. The plan
and schedule will be subject to City approval.
7-19.9 SALVAGE (NEW SECTION)
Where shown on the Plans existing manholes, Lift Station No. 8 and
short footages of existing pipe shall be demolished and removed.
Manhole lids, frames and cones shall be salvae,j. At Lift Station
No. 8, in addition to manhole lid and frame, the following items
shall be salvaged: Pump, piping and valves ; float switch; ele^trical
accessories; conduit and wiring; circuit breaker and service switch;
meter stand and protective electrical boxes. The Contractor shall
notify Puget Power to discontinue service and shall turn the meter
and accessories over to Puget Power.
All materials which are designated to be salvaged shall b- carefully
removed from service, shall be surface cleaned and shall be delivered
to and unloaded at a designated location at the City Shops. Once
salvaged materials are removed from service, it shall Se the
Contractor's responsibility to protect them from damage or loss
until delivered to City custody.
Backfill and surface restoration after removal of manholes shall
conform to details shown on the Plans. Gravel Borrow for backfill
shall be placed in lifts not exceeding 8" and shall be compacted to
95% density per ASTM D-1557. Broken concrete or rubble shall not
be included in the backfill unless the pieces are crushed so that
the maximum dimension of anv piece is not more than 4".
w
CITY OF RENTON
$?-,TTUCK AVENUE SOUTH
INTERCEPTOR SEWER
SCHEDULE A. SOUTH PORT'4N
SCHEDULE B, NORTH PORTION
SPECIAL ?ROVISIONS
1 -02.4 EXAMINATION OF PLeNS, SPECIFIC,T..,S AN' TE OF WORK
(SUPPLEMENTAL SEMON
A limited soils investigation for the project has been prepared by
Converse Consultants Northwest, Seattle. Washingcon, dated September
24, 1986. A copy of the investigation is included in the Appendix
of these Specifications.
The limited investigation is solely for desi?n purposes, and it
shall be considered informational only. There is no guarantee
regarding type of soil or subusrface conditions within the pro_lect
area, nor is there guarantee as to completeness or accuracy of data
in the report. CONTRACTOR shall make his own independent examin-
ation of soils and subsurface conditions and their effect on the
Project.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES 10 THE PUBLIC
1-C7.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
Private property such as plants, shrubs, trees, fences , and rockeries
within the public right-of-way shall be removed and restored to the
satisfaction of the property owner. It shall be the Contractor's
responsibility to notify each property owner when it is necessary
to remove such improvements to facilitate the Contractor's progress,
and to remove these improvements to locations requested by the
property owner or to restore them in their original location in as
near original condition as possible.
Such removal and restoration shall be cone lered incidental to the
project and no further compensation will 1 made.
7-17 SANITARY SEWERS
7-17.3(1 )A SEWER TRENCH (SUPPLEMENTAL SECTION)
All excavation, placing of pipe, and backfilling shall be done in
accordance with State of Washington Safety Standards for Construction
Work, Part C of the latest edition.
i
Pace 2
7-17.3(1)A SEWER TRENCh (SUPPLEMENTAL SECTION) , Continued
Sewer Trench excavation and backfill shall be done in accerdar,ce
with Section 2-09 STR1_CTURE EXCAVATION CUSS A OR CLASS B.
Soils excavated from the trench are expected to be wet and fine-
grained, and are not considered suitable for reuse as backfill in,
areas where subsequent set-tleaent of the trench backfill is eb}ect-
ionable (such as under streets). Therefore, it is recommended
that trench spoils be hauled from the site and be wasted arl tha-
backfill material be gravel borrow in accordance with Section
03. 14 of the Standard Specificarions.
BacKfill should be placed according to the 198� , andard Speci-,
ations, Se, ons 7-1C,,1 10, no 7-10.3( 11 ) .
InItIal backfill should be tamped along the sides and u at the
haunches of the pipe and should extend at least six inches over the
tcp of the pipe. The fill should be placed in thin lifts (approx-
imately eight inches or less) and compacted to at least 95 percent
Of the maximum dry density �,as determined by the AS-"M D-1557
compaction rest procedure) .
7-17, 3i1)A FOUNDATION �SIIPPLEMENTAL SECTION)
Exposed foundation sails are expected to consist of
eery loose
silty sand and soft silt . Foundation soil will mostlikely be wet
and will easily be disturbed by construction activities. Excavation
should be performed with a ,. , ,rh_t _t;)eG bucket, foot traffic an
foundation - ails should to - -,d the trench shall he o er-
excavated at least 12 incn. _. .,filled with gravel borrow
(meeting the specifications .+iy en in Section 9_03, )4, Standard
Specifications to provide a stable working surface and to protect
foundations soils. Where peat or organic soils are exposed at the
base of the trench, this overexcavition should be at least 24 inches
deep. At manhole locations, manholes shall be provided with a
layer of gravel borrow as recommended above at least 12 inches
thick to protect foundation soils.
7-17.3(1 ) B PIPE. BEDDINk: (SUPPLEMENTAL SECT'ONI
Pipe should be bedded in general accordance with the WSDOT;APWA
Standard Plans for Road, Bridge and Muncipal Construction, Standard
Plan B-18C; for both rigid and flexible pipes. This includes four
inches of bedding material below the pipe. Due to the fine-grained
nature and high moisture content of the natural material, the
cleaner "gravel borrow" (9-03.14) shall be used for bedding rather
than the specified gravel backfill (9-03.12(3)) which allows up to
15 percent by weight passing the U.S. No. 200 sieve.
Page
7-17.3(2)A SURVEY LINE AND GRADE (REPLA. EMENT SECTION)
Construction staking shall. �o provided by the Contractor's surveyor
as provided in Section 2 of th-1 supplemental specifications.
The laser method of esta-t..[.-_na '_ine and grade may be used as
specified in Section 1-05.5. of the supplemental specifications.
7-11.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
TEES/STCSS:
Tees shall be ! 'stalled where show:, on the plan, or as directed
by the Engineer. The unit bi! price per each Tee shall be
complete compensation for all labor, material, fittings and
equipment necessary for complete installation.
The unit bid price per L.F. for 6" sewer pip= shall be complete
compensation for all labor, materials, fittings and equipment
necessary for complete installation.; including excavation , bed-
ding, backfill, placing pipe, connection to existing side
sewer, removal and replacement of concrete curbs, gutters drive-
ways , and sidewalk. No tunneling under the curbs, gutters,
sidewalks or driveways will be allowed.
7-17.5 PAYMENT (SUPPLEMENTAL SECTION)
WORK PERFORMED UNDER THE Contract shall he paid for according to
the Bid items shown in the Proposal ;no Schedule of Prices. Payment
shall constitute full compensation ter furnishing all plant, labor,
equipment and materials, and performing all operations required to
complete the work, as specified, and as shown on the drawings.
Payment shall be made only for those items specifically shown in
the Proposal and Schedule of Prices, and all costs which do not
appear as a specific item shall be included into one or all of the
Bid Items.
7-17.6 AUGERED OR BORED CASING AT B/N RAILROAD (NEW SECTION)
At the locations shown on the Plans, a sewer pipe crossing of the
Burlington Northern Railroad trackage shall be made by jacking,
driving, or augering a steel casing pipe beneath the surface. No
open exc, vation shall be allowed. 'Jiameter of casing pipe shall be
sufficient to allow installation of the utility pipe and also to
provide allowance for adjustment of the utility pipe to proper line
and grade. Wall thickness shall be sufficient to withstand install-
ation force and loadings and shall not be less than 0.531 -inch. The
sewer pipe may be either pushed or pulled into the casing pipe.
Shims or skids shall be used to protect the pipe and place it in
position. The sewer pipe shall he ad;usted to line and grade, and
shall be permanently anchored or b. :,eked in position. Sand shall
Page
7-'-.6 ACGERED OR SOREL CASING AT B,N RAILROAD, Continued
be ;Laced In the casing pipe so that all voids will be fiiLed.
Care shall be usea to completely fill all voids and to prevent
floatation or displacement of the pipe, A seal or plug to retain
the sand shall b� installed at each end.
The requirements of the Railroad as contained in the Construction
Permit cr as issued by oral instructions of the authorized repre-
sentative of the Railroad shall be followed by the Contractor.
7-17.7 METRO TAPi CONNECTION TO METRO (NEW SECTIOVI
The Metro Tap shall comply with details shown on the Plans. In
addition, the following requirements shall apply:
1) Mr. Jim Hawthorn of Metro (phone 684-1303) shall be notified
at least two working days prior to construction in the vic-
inity of Metro's 108-inch diameter Eastside Interceptor,
Section 1 .
2) During construction, no debris shall be a'-lowed to enter the
Metr Interceptor.
3) Plans for dewatering adjacent to Metro facilities shall be
submitted to Mr. Jim Hawthorn for Metro review and approval
at least five days prior to construction.
4) The connection to the 108-inch diameter Interceptor shall not
be backfilled until it has been inspected and approved by
Metro.
5) The new connection shall be made by co.e drilling and use
nf a Kor-N-Seal Boot as distributed by P.I.P.E. , Inc. , 4601
South Orchard, Tacoma, Washington 98409, (206)623-7772.
6) The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approveo by the City.
Page 5
-17.8 MA1NTENACE OF EXISTING WASTEWATER FLOWS (NEW SFCTIONN
All existing sewers in the project area are in active use and,
therefore, in performing the work included in the Contract, the
Contractor snall make adequate provision for maintaining the existing
flow, diverting the flow or at, • the flow for later release.
Work inv.)lved in the maintaining of existing wastewater flows shall
be subject to the following:
1) Diverted, stored or bypassed wastewater shall be returned
to the sewer system and shall not be released in the ground
or on the surface.
2) Ground water, dirt, gravel, and construction debris shall not
be allowed in the sewer system.
3) Wastewater flows shall not be impeded or stored so that it will
create a problem upstream,
4) The Contractor shall prepare a step-by-step plan and time
schedule for completing this portion of the work. The plan
and schedule will be subject to City approval.
7-19.9 SALVAGE (NEW SECTION)
Where shown on the Plans existing manholes , Lift Station No. B and
short footages of existing pipe shall be demolished and removed.
Manhole lids, frames and cones shall b, salvaged. At Lift Station
No. B. in addition to manhole lid an- frame, the following items
shall be salvaged: Pump, piping and valves; float switch; electrical
accessories; conduit and wiring.; circuit breaker and service switch;
meter stand and protective electrical boxes. The Contractor shall
notify Puget Power to discontinue service and shall turn the meter
and accessories over to Puget Power.
All materials which are designated r.= be salvaged r.all be carefully
removed from service, shall be surface cleaned and shall be delivered
to and unloaded at a designated location at the City Shops. Once
salvaged materials are removed from service, it shall be the
Contractor's responsibility to protect them from damage or loss
until delivered to City custody.
Backfill and surface .est3ration after removal of manholes shall
conform to details shown on the Plans. Gravel Borrow for backfill
shall be placed in lifts not exceeding V and shall be compacted to
95% density per ASTM D-1557. Broken concrete or rubble shall not
he included in the backfill unless the pieces are crushed so that
the maximum dimension of any piece is not more than 4".
1111 ' LM�Mn OF MMMOT r�L
OWNSUM Roth
F.WwrMha.her,
m.,v•. r4a::4tcn, 9o9 KIRKLAND AVENUE,KIRKLAND,WASHINGTON 98033
v441 n'
TELEPHONE I216192787930P i2061 aB27t7F
Mr. Bob Bergstrom
To, City of Renton
200 Mi 11 Avenue S.
Renton, MA 980S5 - �-
._ Dote-.—I n111H6 _. .Job NIL
Plow Nutt AHerewilh SupNpe _Shattuck Avenue
i Under Separate cow, InMrce for Sevwr
The tollo%mg SwIticatrorle coot of Letter Plana
Pants Shop Drawmps Chaape Oroer Samples
COPES � 0e•t NO UESCrXeneh
2 Sets Blueline Prints
2 Copies Speclai Provisions lsert for Specifications
i
THESE ARE TRANSMITTED as Cnec:ed below
For&Polo"[ Appro"d es submuled Resubmit copies for approval
For tour us•r AUproven as noted Submit comes for droh,bulion
As requesteo Returned IV C obits Return to"901V pants
For review end comment
FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US
REMARKS Bob:
Per your request of today.
Donald M. ui111alns
COPIES TD___.._ ..............._.._._ ..._.
lks
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MF
lilt
fill
41111
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L:�� � � / `ii=71i"ice f a►, ..
MEE IN
. -
CITY Of RENTON
BID PROPOSAL AND SPECIFICATIONS
' FOR
' SUNSET PUMP STATION SYSTEM
SANITARY SEWER TV INSPECTION
SEWER GROUTING, PKASE iII - 1986
ROOT REMOVAL AND TREATMEMT
,NDE%
' Summary of fair Practices/Affi mative Au ion Program, City of Renton
Scope of Work
Instruction to Bidder
Call for Bids
*Certification by Proposed Contractor/Subcontr,, for/Supplier!^ef. EEO
' `Minority and Womens Business Enterprise Partiu potion
*Certification of EEO Report
*Certification of Bidder's Affirrative Actioi, Plan
*Non-Collusion Affidavit
`Certification re: Assignment of Antitrust Claims to Pur. iser
'Minimum Wage form
*Bid Bond form
•Proposal
•Schedule of Prices
Bond to the City of Renton
' Contrd^t Agreement
EEO Compliance Report Sample form and ,nstructions
Environmental Regulation Listing
Special Provisions
Technical Provisions
Detail S! ets/Standard
' Documents marked • above must be executed by the Contractor, President and
rice-President or Secretary if corporation by-laws permiit. 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 Department.
Renton Washington 98055
' tto3N1T "A"
CITY Or RtNTOM
SUMMARY OF PAIR PRACrICt$ POLICY
A9orTtC RI RISOLUTIOR No. me
' Th. poIi*p of the City of Renton it to prowoce and afford equal
tr.atwant and at"toe to a:: OititeR* and to asses-t equal SWF:cy-
t west *Rpor-kAzq to ail persane regpard:oes or race,, creed; eo:or;
et►nioity; national origin; ter; tAa presenaa of a non-foD-rs:a red
PhySi*al, Santoro, Or Rental hamdi*aP; age; >r Marital status.
This polioy okaZ: be based OR the prinaiplu of equal *RP:oynent
' opportunity and affi retavive aetion guidelines as oft forth in
redaral, state and :a": Law. All dopartwents of tko City of
RtnteR shall adhere to the foltawiRp guidelines:
tMPLC7MtR. PPRA�:7'C£S All aotivities relating to oMPloy-
alwt tuaA as t'e ot'attnaRt, ee49011CR. Promotion, torwination
and training @hall be conducted in a non-dieortminatory
Ma"Rsr. P*PSORROI docisions Will bt based on individual
' porforn•anoe. staffing requirements, and in aaaardanea
W t th povorRi%q Civi: So rvtoo Lena and she agresMaRt
between the City of Renton and tht YashiRpton State
CaWeil of CouRty and City tRPlopret.
' !Y� CCPF£RAT R Y mN dl'NAR R GR 0 R SA TONS - The Ciro Of
en tan Wt eoopara ee w Y u t a o;gAminatioRe and
dannittiORS orpanistd to ProMeta fair pr**tio*s and equal
' oppors Witt' in omPloo-emu.
f3l AFFIRNATTFS ACTION PR:GRAN - The Jity of Renton Affirmative
Aatton pro
ut a maintained to faaiti to tt oqui table
rep to ti on Vi thin the City w*rkforee end to anus
equal on p foy�mant opportunity to all. It shot: be the
reopenibi I{to and Juto of al: City affioiale and awplopeee
to tarry out the policies, yyuidslimes a-i eorreotivo
' wesouroe ae sat forth by thia program. Corrective
emploomont programe nay be established by the Mayor on
the reoommendation of n an Affirmative Action Camittoo far
than depar:monto in which a protected *Laos of swp:oyees
to mRder-rePreseRt*d.
s) C R 'RM7 RS' 0 L A'ION - Contractors, suboantraotors and
suPp ere eoa Matt Rpp 0 Sinate With the City of Ronson
' shall affirm and eubt*ribe to the Fair Praoticts and Ncn-
Ituriwination poli*tes sot forth No laW and in the
Affirwa tine Action PropreR.
Conies of this po:icy •hall be distributed to a:: City emP layers,
e44'2 6epesr in al: operational dacmmentation of the City, including
■■ bid ea l.S, and Ohat, be prowinoRtly displayed in arrropriate City
feci:ities.
CONCURR£: IN by th* City C*wnait of tht City of Renton. Ysehington,
this TM day of Jose lot..
CITY or PINION; RSNTOR CITY CoURCTt:
' Nay:-r un ci: Fes ti la mt
Attest!
Issued: July 10, 1972
ovised: February 9, 1076
ji aevts*d: Jura 2, 1990
to er
CITY OF RENTON
SCOPE OF WORK
' SUNSET PUMP STATION SYSTEM
SANITARY SEWER TV INSPECTION
SEWER GROUTING, PHASE III - 1986
' CITY WIDE SEWER ROOT REMOVAL AND TREATMENT
The work involved under the terms of this contract document shall be full
and complete installation of the facilities as shorn on the plans and in
the specification; to include, but not be limited to, sanitary sewer flushing,
' in-line TV inspection, and in-line sanitary sewer grouting. The sanitary
sewers are cement concrete pipe with rubber gaskets, installed since 1963.
The Sunset Pump Station sanitary sewers sub systems to be improved are:
Year Installed
Union Ave. NE - North
' of Sunset 1,200' of 8" 1978
Brentwood 3,500' of 8" 1963
Honey Creek 5,225' of 8" 1965
Apt. Systems 2,820' of 8" 1976
High School 1,650' of B" 1968
Sunset Blvd. 1.450' of 8"
1 The sewer grout shall be 3-M CR-250 Grout, or approved equal, the Contractor
shall test all joints in the work limits to 4 psi.
The work also includes alternate root removal and treatment, in-line TV
inspection, and grit/debris removal in selected small sanitary sewer
segments in Renton.
The root removal and treatment will be an additive item/bid schedule and
be included or deleated by the City At the City's option.
The Schedule 8 work tasks are Segments all, #16, 017, and a30 of the total
root removal, treatment and joint sealing. The City may choose to add or
' de7ete pipe tine segments at the bid unit price. The total root removal,
treatment and joint sealing maps and list is shown in the Standard Details.
' INSTRUCTIONS TO BIDDERS
' 1. Sealed bids for this proposal will be received by the City of Rerton at ehe
office of the Renton City Clerk, Renton City Halt, untl1 2:30 o'clock p.m ,
on the date specified in the Call for Bids.
' At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as • scticable.
' No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the fo-ms attached hereto.
2. The work to be done Is shown on the plans Quantities are understood to
' be only approximate. Final payment will be based on field mea,uroment of
actual quantities and at the unit price bid. The City reserve, the right
to add or to eliminate portions of that work as deemed necessary.
' j. Plans may be examined and copies obtained at the Pub lc Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
' inspection of the site.
4. The bid price for any item must Include the performance of all work
necessary for completion of that Item as described In the specifications.
tS. The bid price shall be stated In terms of the units indicated and as to a
total amount. In the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive Inform-
alities If It Is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the City of Renton In an amount not less than
' S4 of the total amount of the bid shall accompany each bid proposal. Checks
wi' 1 be returned to unsuccessful bidders immediately following the decision
as to award of contract. The check of the successful bidder will be
' returned provided he enters into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within tan days after
receipt of notice of Intention to award contract. Should he fail, or refuse
to do so, the check shall be fortelted to the City of Renton as liquidated
damage for such failure.
B. All bids must be self-explanatory. No opportunity will be offered for oral
' explanation except as the City may request further information on particular
points.
' 9. The bidder shall, upon rettuest, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made In Cash Warrants.
Rev. 7/15/81
(Non-FNMA Only)
CITY OF RE" CALL FOR BIDS
' 34MT151)�TATT&1-I4P -
SANITARY SEWER TV INSPECTION AND
SEWER GROUTING, PHASE IiI - 1996
Sealed bids will be received until 2:30 p.m., January 29 1986 at
the City Clerk's office and will be opened and phi c y read in theei'EA floor__
conference room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 90 working days from the date of commencement
under this contract shall include-3ul not be limited to:
Sanitary Sewer Flushing, In-line TV Inspection, In-line Sanitary Sewer Grouting
' of approximately 16,000 1.f, of 6'. 10' and 12' Sanitary Sswar win.
Sanitary Sewer Cleaning, Root Removal and Treatment with Root Growth Inhibiting
Grout, approximately 2,050 l.f. of 8' sewer pipe.
The City reserves the right to reject any and/or all bids and to ,aive any and/or
all informalities.
' Approved plans and specifications and form of contract documrvits may be obtained
at the Public Works Department office at the Renton Municipal Building for a
deposit of pp each set plus f 2.M to cover postage, if mailed. The
deposit wilI e refunded upon return of the Plans and Specifications in good
condition within thirty days after bid opening. The mailing charge will not be
refunded.
' A certified check or bid bond in the amount of five percent (5s) of the total
amount of each bid must accompany each bid.
' The City's fair Practices and Non-Discrimination Policies shall apply.
t
ity Clerk
' Published:
Record Chronicle: January 10 and 17, 1986 ,
Daily Journal of
Commerce: January 10, 17 and 24, 1986
CENT;rOCATION,pT.♦ROROS;D CONTRACTOR, bURCOMTRACT P AND SUPPLIEP RLO,ARDIM ROUAL LN►WYKENT OPPORTUNITI
1 , ,. , ,
OTf>�N".�C r r0 ec` Rame
' INSTRUCTICNS
This certification Is required pursuant to Federal Executive Order 111/6. The implementing rules and
regulations provide that any bidder or prospective contractor. or any of their proposed aubgontractors
suppliers. shell state as an initial part Of the bid or negotiations of the contract whether it hat
rticlp&ted in any prevaoue Canttett or Subcontro-t subject to the equal opportunity clause: and, If
�d
o, whether it has filed all compliance reports due under applicable instructions.
En
s e un City has heretcfer &dotted Resolution I16o der date of June I, 1180. amending a •Fair practices
L me
ey, as Implemented by on 'Affl flat tive action program' therein snding the policy of the City of
ton to promote and afford equal tteatMent and service to all citisons and to s$surt equal earlevment
OpixrFtunity Dated On ability and fitness to all persons regardless of race, creed: co lots ethnicity,
�Rtional origin; ask: the presence of • non-)Ob'related physical. sonaory or mental handicepi ame Or
marital status. Thu policy Shall likewise apply to Q1 contractors. subcon•ractora And suppliers
ndvcting business with the City Of Renton who in turn shall afflm and subscribe to said practice,
rid policies. The sforementaont#ptu,,•sions shall not apply to contracts or subcontracts for standard
coatnorcial suppliers Or raw materials or firms or oreanisetions vi th lest than eight employees or
,tracts of 1&*s than $10,000 business per snnum with the City.
en rho Ccntraetor'SWCOntrACtor/Supplier (Aaieinafter referred to as Ne Contractor) is required by
the City of Manton tc submit an AfflFms five Action plan, the mininNn accept"It prscen Cage of minor ty
Cployment will be that percentage which is currently listed in •Appendix To (City of Banton Goals and
metables) In the published City of Banton A!fi rmative action Program, I.e. 9.11. This prostateis
allable for review at the Municipal building.
te undorsigned contractor therefore covenants, stipulates and agrees that during the performance of
is contract he will not discriminate against any person in hiring, presto ring. discharging, compon-
ting or any other term or condition of t"ployipent, by reason of such person's status. reference
h
he ill) catsgorlsa listed in par+. I above.
- tractor further agrees that he will take Oft rmsfive and continuous action to insure full compliance
ith each policy and program in all respecter It being strictly understood and agreed that failure to
Omply with any of the came of said provisions shall be and constitute a material breach of this
contract.
ntra.-tor Mall. upnn request snA/or so soon as Wasible thereafter, furnish unto the City &ray and all
nfcrma Lion and reports required by the City to determine whether full compliance has been made by the
Contractor with Sold Palley and program and contractor will Vomit access to his books, records and
accounts by the City for the purpose 01 Inve$t IoAtIon to &*certain such compliance.
t,tractor further acknowledges that he has received a true and complete ropy of the City's 'Fair
a.-tires Policy.-
ont[ae MU C& Ph i
ILNTIFICATION BY: CONTRACTOR }� or sveconsacTOR or bJPContr
NAni
ADDRESS,
REPRESENTATIVES: —•y`_`-
TITLE: �- ►NONE,
1. Contractor'SubcantraetOt,'Surplier has rticrpated In a previous contract or subcontraet subject
to the Equal Opportunity CIAgae: Yes _No
'. Compliance report$ sure required to be filed in connection with such contract or subcontract,
-XPOS _NO
Contractor/Subcontsa tor'SuppLsr has filed all conpliancv reports due under applicable
' instructions, 17Tea _No
a. If answer to item J If 'No', please explain in detail on reverse side of tA u aftifiCation.
' CERTIFICATION: Tppj.0 orlgetigp,WVW 49jtUA and complete to the best of my knowledge and belief.
To" n isle Or signer p east type•, type o� _
_ 13 inn o
V�:atfgt 1G
$wed by City ►u"Baltp, beet:
v.. 1'Y1:U —
Rev. A/SI
PUBLIC WCRR OR tMPROVEKEin
PARTICIPATION WrIF1CAT10N: REF, 104 35,22,650
CONTRACTS EXCEEDING 410.000 (OR $15,000 FOR WATEREAIN CONSTRUCTION)
NGNIORETT SUSIINESS ENTERPRISES (MRE)
' and
WOMENS' NQNMTf BUSINESS ENTERPRISES (WME)
1 (AVSINESSES OWNED AND OPERATED ST WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
' embers, Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from Qualified minority businesses. Contractor
shall furnish evidence of his coul.11ance with these requirements of minority
' employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
t bid. As used in this section, the ten 'Vtwrity business" means a business at
least fifty-one percent of Mich is owned by minority group members. Minority
group umbers include, but are not limited to blacks, women, native Americans,
1 Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract ward as one means of
establishing minority status in accordance with criteria cited above.
1 To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the followtng certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submiaaion
' of a false certification shall render hie bid nonresponsive.
MLDBti'IY�IFtlb1PFe"i.r j"R"F*E CERTIFICATION
' Certifies that:
Mae of,Rtider
' (a) St (dues) oes no Intend to sublet a portion of the contract work and
(has) (has not) taken affirmative action to seek out + . consider minority
business enterprises as potential subcontractors.
' (b) the contacts roads with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MSF. or WMSF end
identify minority group. (If neasary, use additional sheet.)
MOE Min. Gr. W Bt
1. AI e+It. 1. Beau atlmt.�Oes..lL. ❑ __ ❑
(hams o Flrm, Sid item. RasuIt of Concattq
I. �.,.��L, �_Wit- �.._«l . ❑ ❑
3- Ask
•. , a r�w loNe ��.'��.4 irri. A vwi-� 'T' ❑
5• �+�w6 i/�s�.r�ra _ nn�.w.:� � Y.�![YtfYa ❑ ❑
hem been designated as
the ltaiscn ofCic er for the adetn iat rai ion of the minority business enterprise
program for this fins.
' CERTIFICATION OF EQUAL ENPLOYMENi OPPORTUNITY REPORT
' Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Fqual Opportunity Clause and the filing of Required
Reports.
The bidder _2L_, proposed subcontractor hereby certifies that he has y
has not _, participated in a previous contract or subcontract subject to the
' equal opportunity clause, as required by Executive Orders 10925, 11114 or
1124b, and that he has has not filed with the Joint Reporting
Committee the Director o t e Office federal Contract Compliance, a Federal
' Government contracting or alministering agency, or the former President's
Commstter on Equal Employment Opportunity, all reports due under the applicable
filing requirements,
' GELCO GROUTING.SEMCC
11O Ill I%'I
gi1R MA W'a
Dupe
' Mein WAtli',,, p"
(Title)
Date:
' Note: The above certification is required by the Equal Eq,loyment Opportunity
Fegulations of the Secretary of Labor M1 CFR o0-1.7 (b) (1). and must be
' submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which Are subject to the equal opportunity clause.
Contracts and subcontracts which Are exempt from the equal opportunity clause
art set forth in Al CFR 6o-1.5. (Generally only contracts or subcontracts of
' $10,04)0 or under are exempt.)
Currently, Standard Fore 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that al CFR 60.1,7 (b) (I) prevents
the award of contracts ►nd subcontracts unless such contra:tor submits ■
report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director. Office of Federal Contract
Compliance, U.S. Department of Labor.
1
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTIdh iLA.ti
t Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement.
' a) It is hereby :rTtified that the bidder is exempt from the City',
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than S10,000."
ompan%
BY:
OR bl It is hereby certified that an approved Affirmative Action Plan is on
' file with the City of Renton, and that said Plan specifies golfs and
timetables which are valid for the
' Company Date
BY:
Title _
lNt c) It is hereby certified the% an Affirmative Action' plan is supplied with
n this Bid Package. Said Plan will be subject to reew and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
' 2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
' and Female Utilization.
la is (" �1- I
map an) Vale,
BY: SUM D. MONNON"
OR a d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilisation, and
' 3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
Company in1 atD e' '
BY: 1 �_ $ZDWD VON AC,%i•H
Rev. 11191 s
City of ■eeto,
ca.elyd Atf lr,,lt A Catt111caNw, farm
fyrf-fnllwlwl,Mt1-Trwq MO MIa Ham,Me"
lIM-10110,61 Alp
1 WO-COLLUSION VVIDAVIT
being duly sen,n, 0•pw" 0r0 •ars, that he It the ift"i"I pareon hho tabs HtN
the lygpiny propasal or bid, end that .ace bid is fill fine W Mbs w Cal•
latlrt w rde In the IMHest or on behalf of Mt parson hot fheryln nerd, tna
IWIh.r, the' the "paetnl hes not 01rwtIY IpdWpe o, wl,l,f.0 •rr 01Mr gldaw
eon th• Iwego-ng sort w ewiprrl to put In a that ole, or any other parson or
' MrWatian 10 rafr•I,, ero,pldelyd, ara tMl "porno n•r nm i, r, Ynnfi'
to.ght It, Col lafiw t0 \.CU.a 10 hl"Olt C, ip at, afM, fl•rtan Or, adw,ar
OW Other ItW w Eldders.
AIO
GEATIFICA114%Al: A111014,4 Al OF
AMTI-101167 CLAIMS 70 KWZ M LN
' Vendor sne Du.MM.1 rgCor He that In 00wI aconoelt praciito owrcherps
re"Mit; flat •otl-Iraat Halaflors era In fact aswNy awl 01 the OWChe1.1.
Therefore, a.ndor hereby assigns to palcheN, or,, uN oil Cimr for sath o,,er-
' ceerprs ea 1O go•Os am detwters purchased In conr[11on With this wdw or
cr tract, efgot 11 fo ovwcnwgef r•sulting trot pfl-trust rlrlapime Cad'
rncinp slbr the date of the bid, taotetlon, pr other •,,art allobliShirg the
Price Mar Tilt era. M Mfrecr. 1. •aeillon, v W w„erta One npr.wrle
that each of his 0n4 subcont♦w fora she11 assign arr slid all sack
cities to surthastr, suppct To she a/warn'lered bsGdptlon.
AID
MIMINX TIM AFFIDAVIT FOAM
1, fM MMrtigMO. ha,,'ng stsn duly bill deposits. Oy slid grtify that IA
tarrectlar W11h the pOrtcrrrct 01 the Wort of this project, 1 W&II Fey path
Cldtalflc•t „rr of 1e0o01, ewtrn, w a Awlc aplo'ed in the par/orrnu
of such grhl clot I•ts Irso the prayal Iing role of begs or bet it's Man the
0;r'.. rate of .Fes ea a"cities In 1" wmclp.l torl,ettl hest I M,,t r*$a
the above "0 fwegotri; statarrt w0 twfltlrNe, bur. the rolf.nts thereof
6.0 the t.estarce a to, Iw/h lesreln Is 1ru. to is, tnoetedds find belief.
JIM MOft COLt051aw AFFIQAVIT. AufOKKT p WTI-TM16T CLAIMS TO pU1 1ME11
AM MIMIKO wa AFf IDAVIT
ofhisivict GE
WO GROUTMI SMIViCC
0!? IqE 1a•,1
11EN7Noft NA oMl
o •Tim
_- alglla a tlmrlsN kasrafen1e11w of Biddim,
0
' AueatrtgN ems tsa)pa to"two ad M this osy of
V flubf It Is toe
M WAS"'MI110111ft1+'-�-.,r.
AlMtding N
' wGub""MS M••SaKILiw
wroPOS1,L
TO THE CITY Of RENTON
RENTON. WASHINGTON
tGentlemen:
The unoersigned hereby certiQj C that Lne. has examined the site of the
proposed work and haS_ read and thoroughly understands the plans,
specifications and contract governing the work asbraced in this ir.,—oveiaent,
and the metnod by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
thereof es can be completed with the money available, in accordance with the
said plans, -specifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for ill items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
r
r v aoa tsar
Address Kr N7 NA "03J
WOW 4000�
Names of Members of Partnership:
t.
Name of President vi Corporation
Name of Secretary of Corporation ®—
Corporation Organized under the laws of -es--
With Main Office in State of Washington at
1 -
SCHEDULE "A"
SCHEDULE OF PRICES
' SANITARY SEWER TV INSPECTION, SEWER GROUTING, PHASE III - 1986
(Note: Unit prices for all item, all extemims and total amount of
Did must be shown. Show unjt p,,ces in Dcth words and figures
and where conflict occurs the written or cvfed words shall Prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
tNO. QUANTITYunit Pikes tc be written in words DOLLARS CTS. DOLLARS CTS.
' 1. 16,000 LF Sanitary Sewer Flushing sJ444 ai'al-1 r '?Li'?Li3L
Y Yct%
ores gures '
2. 16.000 LF Sanitary S
/ewer TV Inspection
$ s tl• �J• C, f a. c,c.
or /fo
3. 3,200 Ea. Sanitary Sewer In-Line Joint Test
e ( 1
er to.
4. 500 Ea. Sanitary Sewer In-Line Joint
Sealing y
S , LctL,f
eP r a.
S. 2 Tons Sanitary S'wor Debris Removal and
Disposal
$
der l A L
6. 61 Ea, Sewer Manhole Sealing
y
Subtotal Schedule A '.f•:' °-�
8.1% Sales Tax
TOTAL SCHEDULE "A" •4,',<J.� -iJ
1
SCHEDULE "B"
SCHEDULE OF PRICES
SANITARY SEWER ROOT REMOVAL AND TREATMENT
' ADDITIVE ALTERNATE
(Mote: Unit Prows for all items, ell extensions and total amount of
bid cost be shown. Show unit pr}eca rn both words and figurer
' and where conflict occurs the written or typed words shA"1 prevail.)
ITEM APPROX. ITEM W'TH UNIT PRICED BID UNIT PRICE AMOUNT,
NO. QUANTITY knit Pnws to be :written in words DOLLARS C'T5. DOLLARS CTS,
1. 2.050 LF Sanitary Sewer Flushign, Cleaning
' and Root Removal
L
er Words gees
2• 2.050 LF Sanitary Sewer TV Inspection
Per ,
' 3. 2,050 LF Sanitary Sewer Root Treatment
4l }WJ -
a. 400 Ea. Sanitary Sewer In-line Joint
Sealing with Root Inhibiting Grout
yet Ear. Joint
ADDITIVE ALTERNATE
Subtotal Schedule "B"
8.1% Sales Tar /-„ AW
TOTAL SCHEDULE "B" ADDITIVE LTERNATE / ,31' 7i
Total Schedule "A" 2
Total Schedule "B" `i
TOTAL SCHEDULES "A" A "B" ,;,,'�- s 9S
0 - - -
SCHEDULE OF PRICES
(Note. Unit prima for all ream, ell e,ccns4 ns and total &nowt of
bed oust be shoves. Show unrc prices in both words and figures
and where canflrc. occur, the written or typed words shall Prevail.)-
' ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRIC`. AMOUNT
NO. OUA.ITITY 'unit Prime to be wrr teen in Wozdv4 DOLLARS CI- . DOLLARS CTS.
THE UN ERSIGNED Bl DER HEREBY AGREES 11) START CONSTRU . ION WORK O� TH15 PROJECT, 1
AVAIDE HEM, NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION AlTO LETE Y1 IN
40 ING DAYS A ER STAATINC CONSTRUCTION. 1
I
DATED T THIS Z Q-*DAY OµyEy.f I9g
ACC1gH(.PDGEMENT OF rCEIPT OF ADCtNDA: I �
i N0. FATE _
i
NO ATE
NO AT
SIGNED _
TITLE tl
NAME OF unPANY
ADDRESS LCO UR ;TING SERVICE
RRNT A 9e0 1
CIIY/STAtE/21P 12na r7 rs`
I
TELEPHONE_
(CITY OF RENLON STATE CONTRACTO S
BUSINES i LICENSE I OB LICENSE I GS OK
i
' BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of S_ which amount is not less than five
percent of the total bid.
Sign Here _
' 81D BOND
' Know All Men By These Presents;
That we, GELCO GROUTING SERVICE as Principal,
and THE AMERICAN INSURANCE COMPANY as Surety, are
he'-i and firmly bound unto the City of Renton, as Obligee, in the penal sum of
FIVE PERCENT (5i) OF THE TOTAL AMOUNT OF THE BID---- Dollars, for the payment
of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligaW— gis� such that if the Obligee shall make any
award to the Principal forSvitaei PHw�IICl ootn�e ay.111 je4reatmen nset Pump Sta.
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
eaccordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
Ubligee; or if the Principal shall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, a� penalty and liquidated damages, the arvwrl of this bond.
SIGNED, SEALED AND DATED THIS 29th DAY OF 'anuary lg AP
GELCO UTy G SERVICE
r nc
T qM .CAN [IStiRI1NCEpa
COMPANY
CAN ure IMNEP 7NFAM
19
Received return of deposit in the sum of S
'' QENERAI
.Ana«Y THE AMERICAN INSURANCE COMPANY
INOW ALL Wil By TNSIC PRISM&. Thal TNI AMERICAN INSURANCE COMPANY a Ca awn d.ly a uM.r Ih. and
X" N nu Swtr W N,w I«.ry-a" na•.np .b Ham.Oil L ce m M•C, and Count •1 Cal fralm,µ. QQ r�
T,rld,ndd ant app`•mM end doer Of Maw p. en, ma • rMNn n. and aapoa y Cal.lanw a! moo.
&6 5- ROYAL-----
' SALEM. OREGON
m 1— and W.I.' A ...11.)in ran with lull P+law aM eulAmry hoof mnNw .n m none dye land n.oJ b u•ruN •MI.rinnwhdq. and d.l.,e, any and all bonds, undertakings, recoanlaances or other written obi ip-
' lions In the nature thereat _____________•
Imo w afl,d 111r CayOINLan fhrebY a• Tully and to IM .am .Mnl m J Ifrh bond, wide lied, ty N• Pee.d.n, ,.al.d .ah IM
eapaar !dl N In- Capaalwn and duly allotted 1,1 iu S«y.lay hw.by ,a,h•np and mnarmmp WI tha the wal Ana,aylal.ln-
' rwl mat do,n Ihf aem,Ms
Thu woww 01 ONW-T la Wantrd w1aarl b Arvde Vill Sar1Nw SD and SI W by lu-. at THE AMERICAN INSURANCE COMPANY
en.m b1I11Wr.one Ith".
l,n:n Y,11 , •.Ir.,, ..d ..I,...... -1 I SInrN•n, ,J 111_I-,I.n.f. W A,- . U rnm lV•1 Prr, •,a Y•«
N D.,•�.' M�I{,a�wen N rM Md le.1 n h N,dN o an,y r.hu N���es��w a, W, aw T=Mil In IR•sn
A,w far w now.,and w,Icr la e1 .•hell N IM Cw•.,wr.Ma Aan-„r.,Ia,.a um•a w aw�Nu Ara,!'Ma.,wr ld
n.•2.•:•r.•w N•' . d . a then r
TL. A....ny •1,.,., INw.m amu.M. ,w-. -o n.y ,b.n •flV.n•w.a •AI..I .WM^m,n,Ma.II .NMI,q y,y,yd urngr�y m r•NN a !f~w Ir Jryeaa.a a,l•.VI,
Th.. par« oI a,;.rNY u bQemned and gaoled und.f and ar M. eulna,Iy.I rh ktlow.rp M.olulwn adodad tt IM load W Dva,a,
' a THE AMERICAN INCURANCf COMPANY a a m..nr,q dW, u d cntl bolo m me nllh day of SIP'•mLw 1266 and Iha w.d
ill THE pn Am no, t NS RArcif a rap.alW
"RESOLVrD Man the Idtnaur0 a am, Ywa.gnNml A...wau 8ea•la, odd R..M.nl Aamlanl S.oaa W Thu Ca
en aloe W 0u' Ca6w,ovre, may Iw allaea a primed or. any Post .1 atanq on any n.xa,m W air OINa11en and
Y rwd.,a. alm•nq MuNa by lac..n J• anal an any I Po•o W ammry a on
.,Mh prom J. apnamr or ac.,m,k a,., Noll W .QIW m4 E.dmyn upo IMaCorporooue�y War m alorrmY a prrd.cme Wmdp
IN WRNCSS WHCREOr.THE AMERICAN INSURANCE COMPANY►m rowd 111Ww P.anN to W utn.d by as Kr.go,dwr.and M
' eap•oN•"Of Ieu,h ha•ww aaead Yd�mo_day of F/bruary Iq_ZL
J"n THE AILLUCAN INSURANCE COMPANY
STATE Of CAurORN1A
CITY AND COUNTY Or SAX ITANCISCO a
a. nag 22n41ny a,, _feDrury_____. it_.77.MIa. a „anon lama_�11114@.W. l r
,a m. 6 -n .Iw W.nq 0y me duly atom.Md de P 1 - 0�t'
IM cow.. Pm.and lay that h d V .h.Nden,al THE AMERICAN INSURANCE COMPANY
1 c w. I tlew,aea,p and wMeh ae.rW.d the aW.•mwumml. IhI M I,..,the Seto W laid cwr.wr lM, the Yoal dtl,..d
•....Iah Paaaal•Mal ,M111 w!a oa...d by aided of lh.bad of µ..dal.dl.aa Cc.pw ol.a and,lal M a.pn.d
n,.mid..IL«ao L, !.1, ceder
' IN WITNESS WNfDEOr. 1 ha.. hruumo wI my h.nd and ta.ed at on,ral.w' IM day and yw h.,.m 4u mk,w rr.n.n
II1INII,nIPNNIt
N1a:11.M,'•fU,R. YI•IYNi'{aIt • �r/� /y/ \
Id
Mlmy1-e1r y
nue �..or •.I :.
STATE Of CALIrORNIA' 1
' CITY AND COUNTY Or SAN rRANCISOO J} r
1 11v 1n.Nr.gw.d. Ay,.laol Ser111-1, W THE AYCRICAN INSURANCE COMPANY. a NEW IERSEY CwWto4on, DO HERESY
Pt"I 1rY Nrn IL. 4rp.up ,r,.,1 yi,w Aed Po*,r% Of ATTORNEY mm�.n m 1„I' .nor and na. nu, laid. •.ol•d and I.nMrmar X nN SI of • a,lu. . W IM Cameo.,on erfd ,Ir MwLeM W Iln bona dl µIwo... MI Ia,h m In.
.d An•nr I•.ne nn. .n Lr-,•
?Nth January Fib
S.ened and.wl.d a the CRY We Ca1ay.I San Palliate iate clad
agoaae•n0 —TA- 11 TO VV
' GELCO GROUTING SERVICE
Salem, Oregon
ja nua ry l; 1986
' AFFIRMATIVE ACTION PLAN
Gelco Grouting Service hereinafter known as 'Gelco" agrees to the following plan
In meeting Its equal opportunity obligation pursuant to Executive Order 11246.
and Title VI and VII of the Civil Rights Act et 1964.
' L. Equal Employment Opportunity Policy
Gelco's policy assure. that applicants will be employed and will be treated dot:
employment, without regard to race, creed, color, ethnicity, national origin,
' sex, the presence of a non-lob related physical, sensory, or mental handicap,
age or marital status. This policy shall apply to every aspect of "PWIment;
upgrading; demotion; recruitment; layoff or termination; pay Scales; and apprentice-
' ship or on the lob training.
2. Equal Employment Opportunity Officer
Gelco hereby designates jests D. Monaghan, EEO Officer, and Gary Kr-te, Carol
Howard, and .tephen T. Waring as Assistant EEO Officers, with full authority to
administer and promote an active program of equal employment opportunity.
ij. Dis,.emination of Policy
Gelco personnel authorized to hire. Supervise, promote, demote, and terminate
employees, who recommend such action, or are involved in any of theme actions
will be made fatly cognizant at. and will Implement Gtic O's Policy and contractual
responslbilltlos. To Insure the advice is carried out the following minimum actions
' w111 be taken:
Meeting of foremen, leadmen, and Personnel indicated in above, w111 be held
periodically nut less than seminannually and Gelco's equal opportunity policy and
Its implementation reviewed and explained. These meetings will be conducted by
the EEO Officer or an Assistant Officer.
tAll new foreman, leadmen, and Personnel indicated in above will be thorrughly
Indoctrinated by the EEO Officer covering Gelco's equal opportunity obligations
within thirty days following hiring.
' A. Recrutteent
' Gelco will encoutage employees to refer mlnnrlty group applicants for employment
in disc-salon regarding the procedure for such referral and by posting appropriate
notes and bulletins on employee bulletin boards.
y. Personnel Actions
All benefits, monetary, and working conditl no will be extended without regard
to Tate, color, religion, sea, or national origin. The following actions will
be taken:
1
Periodic Inspections of Gelco facilities will be made to insure non-dia•ri
•lnatory treatment of personnel.
wage evaluation made to insure non-diacrimSnatory vale practices.
Regularly review personnel actions for evidence of discrimination ono take
appropriate action where IId&cat ed.
Investigate in full all complaints of alleged discrininatfon and take appro
prlate salon where Indicated and inform all complainants of avenues of appeal.
6. Training end Promotion
Gelco will endeavor to locate, qualify. and increase the skills of minority group
employees and applicants.
Consistent with requirements and as vermitted within Federal and State regulations,
Gelco will fully utilize training lrograms for the contractual area and advise
employees and applicants of these programs and their entrance requirements.
A program of review of the training and Promotion potential of ■Inority grout
employees will be conducted and these employees encouraged to apply for same.
7. Subcontracting
Gelco will strive to utllit, minority group subcontractors or those with meaningful
minority grout persons In their employ and use all effort to assure such subcon P
tractor compliance with their equal opportunity obligations, s
8. s, oitr and Records
Gelco will keep those records necessary In determining compliance with its equal
opportunity obligations.
Gelco will submit periodic reports on forms furnished by the Compliance Division
of Its employees and those of Its subcontractors If any.
9. Goals
Gelco has a complement of 25 permanent t employees of which 3 are minority group individuals. Based on the company's present rate of turnover th following goals,
In good faith, are established:
1. Maintain an appropriate percentage of 151 minority group emplo-
yees.
1. Make available advancement opportunity for the minority group
employees.
JAMCS D,'M AGMAN, Managing Partner
I have read the foregoing Affirmative action plan of Gelco Grouting Service and
agree to cooperate with the Company and aid with laplementatlon of this plan.
tMP60Ygg
I of
CONTRACTS OTHER THAN FEDERAL-AID :HWA
THIS AGREEMENT, made and entered into this �?Y-day of t ,�E44�j0 19&,
by and between THE CITY OF RENTON. Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and GElco _
Grouting Service, Inc. hereinafter referred to as "CONTRACTOR."
WITN15SETH:
t1) The Contractor shall within the time stipulated, (to-wit: within y!,
working days from date of commencement hereof as required by the Contract,
tof w-ich this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
' labor, materials, appliances, machines, tools. equipment. utility and
transportation services necessary to perfurm the Contract, and shall
complete the construction ai - Installation work in a workmanlike manner,
in connection with the City's project (identified as No. _
for improvement by construction and installation of: _
' Sewer Cleaning, TV Inspection A Grouting Sunset Pump �t.i, , _ t.
Phase III and Root Removal and Treatment..
All the foregoing shall be timely performed, furnished, Constructed,
installed and completed in strict conformity with the plans and spec-
ifications. including any and all addenda issi.ed by Ue City and all
other documents hereinafter enumerated, and in full compliance with all
' applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having juri diction thereover. It is
further agreed and stipulated that all of stid labor, materials,
' appliances, machines, tools, equipment and services shall be furnished
2 of 7
1
Contracts Other Than Federal-Aid FWWA
and the construction installation Performed anC completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all re0uire-
' ments of or arising under the Cortract.
' 2) The aforesaid Contract, entered into by the accotacce of the Contractor's
bid and signing of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part
thereof as if herein set out in full, and if not attached, as if
thereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d; Specifications
e) Maps ✓; Plans
f) Bid
g) Advertisement for Bids
' h) Special Provisions, if any
i) Technical Specifications, if any
3. .f the Contractor refuses or fails to prosecute the work Or any part
thereof, with such diligence as will insure its completion within the
time specified in this Cortract, or any extension in writing thereof,
or fails to complete said work with such time, or if the Contractor
' shall be adjudged a bankrupt, or if he should maxe a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor's insolvency, or if he or any of his
t
Rrv. 4/al
E_
C -:ts Other Than Federal-Aid FHWA 3 of 7
' intractors should violate any of the provisions of this Contract,
.ity may then serve written notice upon him and his surety of its
' intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision of the Contract shall cease and satisfactory arrangement
for the correction thereof !.:e made, this Contract. Shall, upon the
' expiration of said ten (10) day period, cease and terminate in every
' respect. In the event of any Such termination, the City shall immediatel,
serve written notice thereof upon the surety and the Contractor and the
' surety shall have the right to take over and perform the Contract.
provided, however, that if the surety oithik fifteen (15) days after
the serving upon it of such notice of termination does not perform the
' Contract or does not commence performance thereof within thirty (30)
days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract or by any other method it may deem advisable, fir the
account and at the expense of the Contractor, and his surety shall be
liable to the City for any excess cost or other damages occasioned the
City thereby. In such event, the City. if it so elects, may, without
' liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equippnent, plants
and other properties belonging to the Contractor as may be on site of
' the project and useful therein.
a) The foregoing provisions are in addition to and not in limitation of
' any other rights Dr remedies available to the City.
t
' Contracts Other Than Federal-Aid FNMA a of 7
5) Contractor agrees and covenants to hold and save the City, its officers.
agents, representatives and employees harmless and to promptly indemnify
' same from and against any and all claims, actions, damages, liab lity
' of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
' to be performed hereunder, including loss of l�re, personal injury
and/or damage to property arising from or out of any occurrence,
' omission or activity upon, on or about the premises worked upon or in
any way relating to this Contract. This hold harmless and indemnification
provision shall likewise apply for or on account of any patented or un-
patented invention, process, article or appliance manufactured for use
In the performance of the Contract, including its use by the City, unless
' otherwise specifically provided for in this Contract.
' In the event the City shall, without fault on its part, be made a party
to any litigation commenced by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements hereunder.
1 6) Any notice from one party to the other party under the Contract shall
' be in writing and shall be dated and signed by the party giving such
notice or by its duly authorized representative of such party. Any such
1
M __ M
Contracts Other Thin Federal-Aid FHWA 5 of )
' notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the Uniteo States mail, postage prepaid,
' certified or registered mail.
1
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
' full performance of the Contract not later than 90 working days
from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
' agreed that the damages to the City occasioned by said delay will be
the sum of in accordance with the Standard Specifications
' as liquidated damages (and not as a penalty) for each such day, which
Shall be paid by the Contractor to the City.
6) Neither the final certificate of payment nor any provision in the
' Contract nor partial or entire use of any installation provided for by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resulting therefrom which
' shall appear within the period of one (1) year from the date of final
acceptance of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
' reasonable promptness after discovery thereof, and Contractor shall be
t
y'.
1 6of7
Contracts Other Than Federal-Aid FHWA
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and expense of Contractor.
1
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Contrast as may be requested by the City from tine to time.
1
10) The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of the Contract, in, !uding the payment of all
persons and firms performing labor on the ronstruction project under
this Contract or furnishing materials in connection with this Contract,
said bond to be in the full amount of the contract price as specified
in Paragraph 11. The surety sure '... .n such bond or bonds must be
duly licensed as a Buret . r •;rate c !-•. hington.
I11) The total amount of this thr s rn of 4,,,.,,867.55 (rifty Thousand,
Fir'ht Hundred Sixty-seven ac^ ;; iCrs (r�l�,, sJ . which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
1
1
1
Rev. 4183
Contracts Other Than Federal-Aid FHWA 1 of 1
' IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above-written.
' CONTRACTOR CITY OF RENTON
/ t v �UubCtan.l�.SQs./1.pOC'�
[ artner mayor
' ATTEST:
0•7 t-
!ltralry Partner City Clerk
' d/b/A Geico Grouts tiery lcc
rm ame
Individual_ Partnership
' Corporation _ A Corporation
Late o n[orpo rat i on
1
Attention:
If business is a CORPORATION, name of the corporation should be listed in
' full and both President and Secretary must sign the contract, OR if one
sign,.ture is permitted by corporation by-laws, a copy of the by-laws shall
be furni- ed to the city and made a part of the contract document.
' If business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner shout;
appear followed by d/b/a and name of the company.
t
BOND TO THE CITY OF RENTON Bond No. SC643 5044
KNOW ALL MEN BY THESE PRESENTS:
t That we, the undersigned Gntrn 0.rn„ty,u Kpry i�p
P.O. Box 1551, Kent, Washington 98032
as principal, and corporation organized
and existing under Me awz o t e Late o as a surety
corporation, and Qualified under the laws o e to of Washington to became surety
upon bonds cf contractors with municipal corporations, as surety are jointly and
t severally held and firmly bound to the City of Renton in the penal sum of .......
for the payment of which sum on der,and we bind our-
s
5, ves and our successors, heirs, administrators or personal representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washing-
ton, the ordinance of the City of Renton.
Orree
gon a?)�-
Dated a-Salem *1111114INXpp, this 12th day of Fohr ary I9-&L.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing forl9g6
rCa.ar f1,.aninn_ TV A Grouting fnr thp_ C�P=n Sratinn Sys tam pha<o III and
,.wh cn contract ,s rt erred to he rein and is made a part hereof as though attached hereto)
and
WHEREAS, the said principal has accepted, or is about to accept, the said contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth;
NOW, THEREFORE, if the said
shall faithfully perform all olrtha. prOv,signs o Said C,ntract in the manner and within
the time therein set forth, or within such extensions of time as may be granted under
said contract, and Shall pay all laborers, mechanics, subcontractors and materialmen,
and all persons who shall supply said principal or subcontractors with provisions and
supplies for the carrying on of said work, and shall hold said City of Renton harmless
from any loss or damage occasioned to any person or property by reason of any care-
lessness or negligence on the part of said principal, or any subcontractor in the per-
formance of said work, and shall indemnify and hold the City of Renton harmless from
any da*age or expense by reaso,- of failure of performance as specified in said con-
tract or from defects appearing or developing in the material or workrynShip provided
or performed under said contract within a period of one year after its acceptance thereof
1 by the City of Renton, then and in that event this obligation shall be void; but other-
wise it shall be and remain in full force and effect.
elm cr
__.
By-
Thg Ajer4can Insurance Companv,__
By. ;t .
Revised: 8/16/8; Carol ,. Royal, Attorney In-Fact
r.LNCRAL
eo+.:R or
ATTORNSy THE AMERICAN INSURANCE COMPANY
POW ALL MP by THEIS lbLams; Ten THE AMLIUCAN SISU rnMr lac b. a ry Sq4 M N.. Ism., and her, . X bAMQ OOM►AAA • Cmpwon 4.4 myan�r ad w
w.n.el.Nnn ar.n eq...nwd end drr. by .My a.. a r�..I,parw,y.by covr-wv d Ls na+roaq Cairllme en mar
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SALEM, OREGON
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Wkl— end 6091 di1'•e' Sly bnd III bands• undertaklnp, recobnl b nmy4 yal
Lances or other ■Nltae eb11La-
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fyr may M n Ihr aram N.a y b•{'•larY hmeoy rardryp end aoNrmme all law dw .ad A mmyfrNal.Y.
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IN WITNESS WHEREOr THE AMERICAN INSURANCE COMPANY ha{{a'"d year RaNnr w IM.,Toed by 4 Vl,Wft mw.ar and W
rart.r4 yd w Iw Mre.nre en..N br. 27Rd_�a{ FlQfury
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dj TIM AMERICAN INMA*CE OOWANY r
N at . .l 0• �
STATE Of CAI1rORNiA, 1
CITY AND COUNTY Or SAM TT{AMCIAM )S as
a.Nw 22n4oay et- FebruWr�_—.'
w•'. IM.rt. .Iso.ar,.q Ty —d.lr..mn.a,a d. eikrj r prwnmY eoae Mi111am W. UWb�r
urr Cm POM and w- lhm her V—he.dol d THE AMERICAN INSURANCE COMPANY.
rnmon dr.v.aN rf end.ALe•.eewN the aeon,nw.m.m. rem h.IM.{IM Mal el.md Cm w,m rMl Iti.eel otlaed
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CEIRRICATE
STATE Or CAUFOAMW
CRY AND COUNTY Or Louµ ITUI.com } r _
SMyteMy d THE AMERICAN INSURANCE COMPANY,
M IHIM1 Ho. I. Aga,ruw .red O"wifed POWC% Or ATTORNEY ..a,.- w Nil kIo aM Ira. Ip.Ll.Yn Cw,NN m,. DO XEAESY
N.v An.l.. fIU :•..... Sb nM 11 M Ur. by W. el !M Carpora,4a. ad Nr M.drron d end Imre.rnm.
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LNnad ww.w"■d..Cry.w LLW.ry d Swl ►renrly Deal w 12th February 86
' -Aar al___,_,� „I1��.
L17
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,• i1w wTrrdn W WWOID M�OMTTU a rsowu�nw o.a�.No coNGFPs
WORD am 4WNTS cowerAi AFORID COOENdnoIWONOT AYOID.
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IOOK OF w��tll OOI+IRO •TNF jaUk C[AMCMM A T u oOLOW COdI�C{NµF.1�1EM 9 840RCv iyy0gµ141 vNf TERMS.EIICLYMOMI.NO CqW
YYE6 OF REAM"f.F Ph.0 '1UWEP eY�-.n ffM?M`, V O.R NMMV^ MYOEITV lIN1T011�[110iAtElq
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(((�� A9lA4FfKNNOIAtf
Issued to CaWaactUm With Caatract NIv: S%~
Cleaulag "d TV 1 avnttaq Sunsrt Pump Stattaa System ?Mae lit ad N/tg1YMNM
I and Trustee,"
City Of .1latas ENOVvo ANYa 1nl Aeovl OEOCIIIBIW PpR.w9 OR CANCELLED
hPA JAT G CCYPANY OU
PuDI/e works Opt ++>� ot+i RI1EPtOG,umTrtn wormTHE 10 la tv*+Ne aP,.rdn Nalnai rElr ronW
M ■III Aw S. AF ItwCoft NDna ENAI OPOOF NOOOI WEE]401 WY1ry
'ANY auO 4IIM Ti¢LDYIMNY iv3 AOE1l1 O M!l11WO61GATn6t. __,___
RaOtCNI. wsnlnttem 9s+OSS
1 CONTRACTOR/SUBCONTRACTOR ,rCt V� REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT Month: fear:
1 To ba submitted to tte City'e Project Coals and Timetables as coamitted
Engineer during the i_t week of following r`p in Contractor's Affirmative
mooch while contract is in progress. Prix � A^•ion Plan _�
1 rntraCtor is respoosible for obtaining and or per City's Plan 9.1 '1
s 'trio all Subcontractor Reports.. —
To: ( and location of (uaplience yen, Wpt.) F-OM: (Ms. and lecatlon of °detractor)
1 This rsport is required by Executive Order 11246, Section 203. Failure to report car
1 result in sanctions which include suspension, termination, cancellations or debarment of
contract.
2. 3. Y. b.
T
stud- Total etal
1 e rity number umbrr
Ib rk Hours at Lp`oyeant (See fnocm tal of of
Cladai a• a. • w/9 of m'norit Employ.
e Xla- en xaSm/ TowI total Employ- ees
1 fits- Tots black ^aian raetflt •e- wrn ees
Coa7any'a Nam, 1LA) '»de bona Dan1c Ierard a ie
C
1 Tr — 1
1 Tr
Tr
A.
Tr
1
i -
1 -
f
1
1 Tr
1 Tr
9 Ccmlatir Cfft did l'a tie na i•.:re F. Date Signed 9 a elude° .m..r
(Include Ar.ea
IRec. 11/', %•Males a remales, re Minorities c Non-minoraties) pa Ft. of _
1 80. (Submittal Requirements c City's poals'Tixtables) _
INSTRUCTIONS FOR FILING VMLOYMENi UTILIZATION REPORT (CITY OF RENTON) '
The Employment Utilization Report is to be completed by each subject contractor
(both prime and -.*contractors) and signed by a responsible official of the
-.mpany. The retorts are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each dsaignated trade for the entire reporting '
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. t
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Ranton (administering department) ,
C,ntractor . . . . . . . . . . . . . . Any contractor who hag a qualifying
construction contract with the Citv of
Renton.
1. G,apanv's Name . . . . . . . . . . Anv contra -or or subcontractor who has a '
qualifying ntracL.
2. Trade . . . . . . . . . . . . . . Onlv those crafts covered under applicable '
EEO bid conditions.
3. Work-hours of Emplovment The total number of hours worked by all
employees in each classification; the total ,
number of hours worked by each *minority
group in each classification and the total
work-hours for all women. t
Classification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C - Craftworker -
Qualified, An - Apprentice, It - Trainee). ,
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours ,
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.)
5. Total Number of Minority ,
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force durr •g
reporting period. '
6. Total Number of Employees . . . . Number of all emplovees working in contractor's
aggregate work force during reporting period. ,
* Minority is defined as including Blacks, Hispanics, American Indians and Asian '
and Pacific islanders - both men and women.
6
YOLREQUIREMENTS FOR THE PREVENTION OF ENVIRO.WFN AALLCES
LTTJJTT
In accordance with the provisions of Chapter 62, Laws of 1973,
H.R. 621, the Contractor shall secure any permits or licenses
required by, and comply fullv with all provisions of the follow-
ing laws, ordinances, and resolutions:
Kin Count • Ordinance No. 1527 requires Building and Land
eve opment ivisior- an y raulics Division review of grading
' and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services. Reivew by Hydraulics division.
king Count Ordinance No. 800 No. 900 No. 1006 and Resolution
No. 0. o. 4. o. an , o. contained
in King LOunty Lode Titles 3 and 10 are provisions or disposi-
tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Was.e.
' P'u�et Sound Air Pollution Control A enc•: Re ula tion I : A regu-
lation to control emission o air contaminants from all
sources within the jurisdiction of Lhe Puget Sound Air Pollution.
Control Agency (King, Pierce, Snohomish, and KitsaD Counties) in
' accordance with the Washington Clean Air Act, R.C.W. 70.94.
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 18-02: Requires operators of stationary sources of air
contaminants to maintain records of emissions , periodically re-
port to the State information concerning these emissions from
his operations, and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation I .
' R.C.W. 90.48: Enacted to maintain the highest passible standards
to ensure the purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
' protecting of wildlife, birds, game, fish, and other aquatic
lice, and thr industrial development of the State, and to that
end require the use of all known available and reasonable methods
by industries end others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to threw,
drain, run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shal: cause or tend
' to cause pollution of such waters. The law also provides for
civil penalties of 35,000lday for each violation.
R.C.N. 70.95: Establishes uniform statewide program for handling
sow wastes which will prevent land, air and water pollution.
Makes it unlawful t., duap or deposit solid wastes onto or under
'}e surface of the ground or into the waters of this State except
a+ a solid waste disposal site for which there is a valid permit.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. 76.04.370: Provides fcr abatement of additional fire haz-
er (lands upon -which there is forest debris) and extreme fire ,
hatard ,areas of additional fire hazard near building, roads,
campgrounds, and school grounds). Th owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists. '
R.C.N. 76.04.010: Defines terms relating to the su pression or
a atement o orest fires or forest fire conditions. t
R.C.W. 70.94.660: Provides for issuance of burning permits for
a atzng or prevention of forest fire hazards, instruction or
ailVicirltural operations. '
R.C.M. 76.04.310: Stipulates that everyone clearing land or
clearing right-of-way shall pile and burn o-• dispose of by other '
satisfactory means, all forest debris cut thereon„ as rapidly as
the clearing or cutting progresses, or at such other times as the
department may specify, and in compliance with the law requiring ,
burning permits.
A.C.W. 78.44 : Laws governing surface mining (including sand,
graved stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations.
W.A.C. 332-1s: Delineates all requirements for surface mined '
anT�reZamat:on.
W.A.C. 332-24: Codifies requirements f R.C.M. 76.04 pertaining
to an c caring and burning.
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902: Author-
izes Secretary of Army and Corps of Engineers to seue permits t, '
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal lister Pollution Control Act PL92-500
tat. ut orizes the ecretary o r e . rmy, acting
t roug t e orps of Engineers, to issue permits for the discharge '
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may he denied if it is determined that such
discharge will have adverse effects on municipal water supplies, '
shell fish beds and fishery areas and wildlife or recreational areas.
,SCELLANEOUS FEDERAL LEGISLATLUN
Section 13 of the River and harbor March 31 1899:
ita� ape
oirue rmirove es that isc ai t into navigable
waters is prohibited. Violation is punishable by fine. Any c ti- '
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fine.
' PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
' KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin Count Resolution No. 25789 requires an unclassified use
perm is or i ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provide! for land reclamation su".se-
quent to these activities. A copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Management Act 1971 requires a permit for construction
' on St—sFo—re ines. ermit acquired by Public works and reviewed
by Building and Land Develops.e -. Division.
Kin Count Ordinance No. 148F, requires permit for grading, land
' Yi s, g-T�raveZ pits-dumping, quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
' WASHINGTON STATE DEPARTMENT OF FISHERIES AND GM;F
Cha ter 111 Laws of 1949: Requires hydraulics permit on certain
' protects. ing our nry—Department of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
' W.A.C. 173-2:0: Requires a National Pollutant Discharge Elimination
ystem permit before discharge of pollutants from a point
' source into the navigable waters of the State of Washington.
W.A.C. 372-24: Permit to discharge commercial or industrial waste
water—s into �'tate surface or ground water (such as gravel washing.
' pit operations, or any operation which results in a discharge
which contains turbidity. )
' N.A.C. 508.12-100: Requires permit to .se surface water.
W. ' C. 508-1?-190: Requires that changes to permits for water use
e be ieviewe y t'Ee Department o: Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220; Requires permit to use ground water.
W.A.C. c08-12.260: Requires permit to construct reservoir for
water storage.
W.A.C. SOB-12.280: Requires permit to construct storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
cow tone. King County Public Works secures one for design.
Contractor secures one for his operation (false work design, etc. ) .
PERMITS REQUIRE[ FOR THE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.N. 76.04.150: Requires burning permit for all fires except
or saa out oor fires fcr recreat+^nal purposes or yard debris
disposal. Also the Department of l.otu.-al Resources reserves the
right to restrict burning under the provisions of R.C.W. 76.04.150,
76,04.170, 76.04.180, and 70.94 due to exteme r re weather or to ,
prevent restriction of visibility and excessive air pollution.
R.C.W. 76.08.030: Cutting permit required before cutting merchant-
able timber ,
R.C.W. 76.08.275. Operating permit required before operating
power equipment in dead or down timber. t
R.C.W. 78.44 .OBO: Requires permit for any surface mining opera-
tion inc u [ng sand, gravel, stone, and earth from borrow pits) . '
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Ac f arch 99: Requires
Mg e8 Coastpermit or construction (other than
,
Guard administered permits) on navigable waters (King Count,,
Depa-tment of Public Works will obtain) .
FIRE PROTECTION DISTRICT
K.C.W. 52.28.010 52.28.020 Si .030, 52.28.04n 52_1
Provides authority or, requirements o an pens ties for Failure
to secure a fire permit for building an open fire within a fire
protection district. '
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General Brid e
Act o Marc an -General rim a ct o as amenae
u ust Requires a permit or eonsirection o ri ge on
naviga a waters (King County Department of Public Works will e
obtain) . King County Department of Public Works will coml.ly with
pertinent sections of the following laws while securing the afore-
mentioned permit: Section 4(f) of Department of Transportation t
Act , National Environmental Policy Act of 1969, Wa•er Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY '
Section 9.02(d) (2)(iAi) of Regulation I : Request for verifica-
tion oT population�ensity.— ontractor should be sure his opera-
tions are in compliance with Regulation I , particularly Section
9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) ,
and Section 9.15 (preventing particulate matter from becoming '
airbornt) .
-4- '
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL. PROTECTION AGENCY
' Title 40, Chapter Ic, Part 61: Requires that the Environmental
➢rotection g-ncy a notiYted 5 days price to the demolition of
any structure containing asbestos material (excluding residential
structures having fewer than 5 dwelling units) .
' The above requirements will be applicable only where called for
on the various road projects.
tCopies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works. 900 King County Administration Building, Seattle,
e Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
tand no additional compensation shall be made.
All permits will be available at construction site.
1
1
' -5-
PREVAILING MINIMUM HOURLY WAGE RATE SUPPLEMENT
' Occupation: Sanitary Sewer Works for
Sewer Cleaning, TV Inspect4on and Internal
t Pipeline Grouting.
Location. King County
FriHena a t and h% ts:
Welfare 50.86 State
Wage Rates:
tt Technician ♦1 $9.16 + $0.27 Pension + $0.27 Vacatio�i
Technician N2 $9.40 + $0.32 Pension + $0.89 Vacation
Technician 03 $9.81 + $0.34 Pension - $0.96 Vacation
' Technician M4 $10.36 + $0.36 Pension + $1.13 Vacation
Technician 05 $10.71 + $0.37 Pension + $1.29 Vacation
Technician M6 $11.10 + $0.39 Pension 4 $1.36 Vacation
Dated: September 1985 by Ld] Phone M 1-753-4019
Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMRER 21. 19b4
CUPATION: FLAGGERS
'nt%TION: CHELAN. CLALLAM, DOUGLAS. GRAYS HARBOR, ICLANC. JEFFERSLd,
SNOr10MISHSATMJRSTONr WHAT COP ANDAYAKIMAA COUNTIES,ERCE• SK►uli.
' EC IV GE SE4EF17S
TOTAL HOURLY BENEFITS
3.43 WiR. STATE
WAGE RATES
I' UCCUPATION OCCUPATION STATE FEDERRL
CODE DESCRIPTION RATE RATE
260-0010 FLAGGEK
I(�
f{7,
I7,
7
I'
y
' CITY OF RENTON
1984 SEWER CLEANING
TV INSPECTION
AND CPUUT ING
PAGE !
I
CWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 21. 1964
CUPATIOM: POWER EQUIPMENT OPERATORS
(SEWER C WATER CONSTRUCTION)
10CUTION: CHELAN. CLALLAM. DOUGLAS (THAT PORTION WHICh LIES WEST OF THE
120TH ■ERIOIANI. GRAYS HARBOR. ISLAVD, JEFFERSON. KING, KITSAP.
' KITIITAS. LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FROM
THE SCUTHERN 5GUNDA.7Y CF LEWIS COUNTY EKTENDEO WEST TO THE
PACIFIC CEEANI PIERCE. SKAGIT. SNOHOMI SH, THLPSTON. W4ATC01• AND
' YAKIMA COUNTIES.
FRIVGE BENEFITS
HEALTH AND WELFARL 1.95 3/HR . STATE
PENSION 2.00 A/MR. STATE
TOTAL HOURLY BENEFITS 4.01 A/HR. FEDERAL
TRAINING FUND .21 L/HR. STATE
WLGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPT ION RATE RATE
GROUP I
SOD-0040 BALK FILLFR 16.92 16.92
580-0030 BACKHGE 1780 CASE TYPE AND LARGER WITH 16.97 16.92
ATTAC HMENTSI
580-0100 CLAM 16.92 1b.92
580-0120 CkANE 16.92 16.92
S80-0130 DITCHING M CHINE 16.42 16.92
SR0-0150 DOZER (ALL CAT. TYPE D-3 AND LARGER( 16.42 16.92
S80-0160 DRAGLIVE 16.92 16.92
580-0190 FRONT-END LOADER /2YUS. AND OVERT 16.92 16.92
580-0210 MECHANIC 16.42 16.92
SBO-0220 MECHANIC WEL9ER 10.92 16.92
590-0240 MOTOR GRADER 16.92 16.92
580-D310 SCREED 16.92 16.V2
560-0330 SNIVEL 13 YOS. AND UNDER) lb.92 16.17
SSO-0350 SInE F30M (ALL CAT* TYPE D-3 AND LARGER) 16.92 16.92
ikOUP 2
5010-0�7J BALKHLl (6M0 CASE TYPE AND SMALLER WITH 16.425 16.425
47TACHMcNTSi
583-0050 BENDV'i MACHINE 16.425 16.42S
' 580-00b3 6;iO4 TRUCK 4STAFION1kYI 16.425 16.475
CITY OF RENTON
' 1984 SEWER CLEANING
TV INSPECTION
RNO GROUTIN3
PAGE 2
1W1-432320-AA PREVAILING MINIMUM NOW LY %AGE RATES NOVEM9ER 21. 1984
�CUPATIO%: POWER EOUIPMENT OPERATORS
ISEWER L WATER CONSTRUCTICNI
IUCAII DN: CHELAN. Cl4LLAM. DOUGLAS (THAT PORTIUN WHICH LIES WEST OF THE
120TH MERIDIAN(. GRAYS WIRSUR, ISLAND. JEFFERSON. KIN:.. KITSAP,
' XITTITAS. LEWIS, MASON. PACIFIC (NCRTH OF A STRAIGHT LINE FROM
THE SUUTMEftN DOJNDARY OF LEWIS COUNTY EXTENDED %EST 10 THE
PACIFIC OCE441 PIERCE, SKAGIT. SNOHOMISH, THURSTDN. %HATCOM AND
YAKIMA COUNTIES.
WAGE RATES
OCCUP47ION 01' JPATION STATE FEDERAL
CODE DL XkIPTION RATE RATE
GROUP 2
110-11010 611111111, MACHINE 16.42S 16.425
SSO-0090 COMP4(,T3RS 16.425 16.425
SOD-0140 DOZER ZANY TYPE SPALLER TH.,N CAT 0-3) 16.425 16.42S
560-0170 DRILLS CLEROI TYPEI 16.425 16.425
580-0180 FRONT-END LOADER (UNDER 2 YD.) 16.425 16.425
580-0200 GIN TRUCK 16 ,425 16.425
S80-0230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 16.425
380-0270 PAVING MACHINES 16.425 16.425
580-0260 POT FIREMAN IENGINE CPERATED ABOVE 3 98L.) 16.4ZS 16.425
563-0300 ROLLERS 16.425 16.415
580.0320 SERVICE PLOW 16.4Z5 16.425
$80-0340 SIDE 800" (ANY TYPE SMALLER THAN CAT D-3) 16.425 16.4ZS
SOO-0360 TRACTAIR 16.425 16.425
$80-0380 WELL POINT SYSTEM 16.425 16.425
GROUP 3
580-0D 10 AIR CLMPR ES SDR Ii.46 14.46
580-0080 CHAIN TYPE PITCHER IUITCH WITCHI 14.46 14.46
SOO-0110 CONCRETE SAW 14.46 14.46
S80-D260 OIL^GREASER 14.46 14.46
SBD-0250 OILER 14.46 14.46
SOO-0290 PUMP 14.46 14.46
580-0370 WELD Mi MACHINE 14.46 14.46
CITY OF PENTON
1984 SEWER CLEANING
TV INSPECTION
AND GROUTING
PA 3
MWV-R32320-AA PREVAILING MINIMUM MOURLV WAGE RATES NOVCMBEP. 21. 1984
CJPATI0N7 POWER EQUIPMENT OPERATCRS
(SEWER C WATER CDNSTRUCTIONI
''IL47 ION: LHELAN• CLALLAM. DOUGLAS (THAT PORTION WHICH LIES WEST OF THE
12OTF MERICIANI. GRAYS MARBUR. ISLAND. JFf IERSON. KING. i'JTSAP.
K117ITAS. LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FROM
THE SJUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE
PACIFIC OCEANI PIERCE. SKAGIT. SNOHOMISH, THURSTON. WMATCOM AND
YAKIMA COUNTIES.
OTHER
SOD-9910 STATE : OVERTIME-All WCRK PERFURMEO IN EXCESS
Of B HOURS OEs DAY OR 40 HOURS PER MEEK AND
ALL WCRK PERFORMED ON SATORCAYS (EXCEPT MAKE-
UP DAYSI AND SUNDAYS SHALL BE PAID AT ONE AND
ONE-HALF TIMES THE REGULAR RATE OF PAY.
ALL WORK PERFORMEC ON HOLIDAYS SHALL BE PAID
AT DOUBLE THE REGULAR RATE Of PAY.
1
' CITY Of RENTON
' 1904 SEWER CLEAN UY
TV INSPECTION
AND GRuUTING
PAGE 4
fWv-t 12320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 21. 1984
OCCUPATION: TRAFFIC CONTROL STRIPERS
LATION: STATEWIDE (EXCEPT SAN JUAN CCLNTY)
FRINGE BENEFITS
APPRENTICE TRAINING .06 SIHR. STATE
HEALTIt AND WELFARE 1.50 S/HR. STATE
PENSION .50 IMA. STATE
TGTAL HOURLY BENEFITS 2.05 $/HR. FEDERAL
WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CO3E DESCRIPTION RATE RATE
820-0010 FOREMAN 19.53
8,10-3110 JOURNEYMAN 16.65 16.65
OTHER
820-9470 STATE: OVERTIME - HOJRS IN EXCESS OF 40 IN.
ANY WORK WEEK SHALL BE PAID AT 'NE
AND ONE-HALF TIMES THE REGULAk tATE.
CITY OF RENTON
1984 SEWER CLEANING
TV INSPECTION
AND GROUTING
PAGE 11
1
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1
i SUPPLEMENTAL SPECIFICATIONS
1
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1
1
1
1
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1
1
' CITY OF KMRON
STANDARD BPECIFICATIOESE
THE STAICARD G'EDIFICATIONS FOR POW, MIOOF AND MUNICIPAL CONSTRICTION PREPARED BY THE NAMINSTM STATE
CEPAPTHENT OF TRANSPORTATION Alp THE WSHIMSTON STATE CHAPTER OF THE NEPICAN PUBLIC ALMS ASSOCIATION 1BBA
EDITION SHALL BE HEREINAFTER FEFEAIED TO AS THE "STANDARD SPECIFIUTIOMS" Alp SAID SPECIFICATIONS TOOF11IM WITH
THE LAYS OF THE STATE OF WASHINGTON Alp THE ORDINANCES AND CHAPTER OF THE CITY OF MWON, SO FAR AF APPLICAFAI,
ARE HERESY INCLUDED IN THESE SPECIFICATIONS AS THOUGH OLCTED IN THEIR ENTIRETY AND SMALL APPLY EXWT AS AMENDED
' OF SUPERSEDED BY TIE SPECIAL PROVISIONS HEREIN.
A COPY OF THESE STANDARD SPECIFICATIONS 15 ON FILE IN THE OFFICE OF THE PUBLIC WARS DIRECTOR. MNIC:PAU.
' BUILDING, DEMON, HASMINGTON 96055. WHERE THEY MY BE EXAMINED Alp COPIED BY ANY INTERESTED PARTY.
NHEREVEF REFERENCE IS MADE IN THE STANDARD SPECIFTUTIWS TO THE ONMEP OR STATE. SUCH RBE-fNCE SHALL BE
CONSTPUED TO MEAN THE CITY OF REWON, Alp WHERE REFERENCE IS WE TO THE ENF'YEEP, SUCH REFERENCE SHALL BE
' COISTM.® i0 MEAN THE DIRECTOR OF PUBLIC WOWS. CITY OF RENTON. OP ..IS DULY AUTHORIZE➢ REPRESENTATIVE.
KTEi THE SPECIAL AM SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINM SHALL BE I% ADDITION TO OR SY"'.L SUFERSEDE
PROVISIONS OF T E STANDARD SPECIFICATIONS IRA CONFLICT HEREWITH.
6TAMARD PEAK
THE STANDARD PUNS FOP TOAD AM BRIDGE CONSTRUCTION BY THE MSMNRON STATE DEPARIPEM OF TRANSPORTATION AM TIE
MASHINGTOM STATE CHAPTER OF THE AMERICAN PUBLIC WOWS ASSOCIATION (REV.DVC1/851 ARE KAM INCLUDED IN THESE
' SPECIFICATIONS AS THOUGH D{IDTED IN THEIR ENTIRETY AM SMALL APPLY EXCEPT AS AHEM& OP SUPERSELED BY THE CITY OF
DEMON ETAMARD PIAM6 BOUND HEREIN.
A COPY OF THESE STANDARD PLANE AM CITY OF BEATON STANDARD PEARS IS CM FILE IN THE OFFICE OF THE PUBLIC MORALS
t DIRECTOR. MUNICIPAL BUILDING. REWMN. YMSNINGTON 90055. MERE THEY MY BE EXAMINED AND OOFIED BY ANY INTERESTED
PAFTY.
' Sl4IlS&
HEADINGS TO PARTS, SECTIONS, FOGS. ARTICLES AM SURAFTICLFE ARE INSERTED FOP CONVENIENCE OF HEFERECE ONLY AM
' SHALL ACT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
' &1PPl,awAL AM SPECIAL PIDVISIOK STRICTINS
THE SPECIFICATIONS ACTED HEREIN ARE IN ADDITION 70, OR IN LIEU OF. THE STANDARD SPECIFICATIONS. WKK SECTIONS
' ARE NARKED "REPLACEMENT SECTION OH "PARTIAL REPLACEMENT SECTION^, THE SPECIFICATIONS HEREIN ARE TD REPLACE, OP
PARTIALLY REPLACE, THE STANDARD SPECIFICATILNS RATED. WHERE SECTIONS ARE AMID "ADDITIONAL SECTION'. THE
SPECIF:LATIGNS HEREIN ARE TO EE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE NARKED
"SUPPLEMENTAL SECTION. THE SPECIFICATIONS HEREIN APE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
1-0• DEFIWITIIB AID TIAS
1-01.10 LEPAATPW. DEPARTMENT OF iRANSPOMA7ION INJO:t101ML 6FC7ION1 ,
MEN THESE SPECIFICATIL9S ASPER TC THE CEFAPTMENT CA CEPAP710EAT IP TFA*AVOKATIDM THIS REFERENCE WILL ALSO
INCLUDE THE CITY METE APPLICABLE. '
1-0.1.11 ENO:NEER (REFLAgMNT SECTION)
THE DIRECTOR EF R RIC ACMES, ACTING DIRECTLY CA THROUGH HIS ALT ,AID NEPRCSEWATIYES, '
1-01.21 SECP�TARY. BECP,{HTAM' IP TPANSPOFiATIDN ISIF]FUMENTAL SECTION]
THE CHEF EXECUTIVE OFFICER TC TH[ DEPARMEAT SHALL ALSO AEFEP TO THE 011EMP OF PUBLIC WCNC6. '
1-01.26 STOIC�.ME SPECIF:UTIBD ]ADDIIIOMAL GECTIONI
0T:4P CERTAIN REFERENCED STANDAICS, AS USED IN THIS SPECIFICATION. ARE FROM TR LATLS EDITIONG IPU ,
AW APEFIUN WYEAMIRAS ASSOCIATION ,
ARE, AAERICAN WT:CHAL 67ACAFOS
AG! AMEPICAM STANCAIOS ASSOCIATION
A..:N AIEPi CAN SOCIETY FUP TESTING AMC MATERIALS
NEC NATIONAL ELECTRICAL CODE
1-01.27 STATE [ADDITIONAL 6ECTIONI
THE STATE SMALL ALSO REFER TO THE CITY OF RENTOk AMC I16 ALTNOPIM REPRESENTATIVES WHETS APFUCAEU. ,
1-01.07 NOSPING DMMINDS UREPLACEMENT SECT]ONI
THE TEAM 'SHIP DRAWINGS' SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED '
MATEAIAISAOLIFMENTN METHODS IP INSTALLITIM, OR CT1EP CONSTRUCTION PPEPARID BY THE COMTRACTOP. A SUBCDN'WCTOP,
OR A S%KFACTUREP AND SUBMITTED FCF THE APPROVAL OF THE DANIA. ,
1-01.30 ACT IP ODD IADDITIORAL SECTJ�Nj
"ACT OF GOV MEANS AN EARTWMPE, FLOOD. CYCLONE. OR OTHEF CATACLYSMIC PHENOMENON IP MATURE. A WIN. WINDSTORM. '
HIGH INTER OR OTHER NATURAL PHENOMENON IP UASUAL INTENWTV FDA THE SPECIFIC LOCALITY OF TIE ROAF. WHICH MIGHT
REA601MBLV HAVE BEEN ANTICIPATED FRSN HISTORICAL BECOMES IP THE GENERAL LOCALIT IP THE WORE. SHALL MOT BE
COMETPUM AS AN ACT IP SM. ,
1-01.39 OF EOUI [AD0ITl0Wl SECTION]
WHERE THE TEAM 'OR EOWL' IS USED HEREIN. THE OWNER. OR TOE DAMP CM RICOWENCAIIOM OF THE EN,INEEN, SMALL S ,
THE SOLE JURE OF THE OWUT AK SYITABIUT OF THE PROPOSED SUBSTITUTION.
1y1.aD HPPRCVAy 1AD01T1fHAL SECTIOMI ,
THE TENW "APPROVAL" OR -APPROVED" SHALL MEAN APPPCVAL GIVEN BY CA GIVEN PPOPEPLY O. THE BEHALF IP THE ONNEF.
1-01 BID P DURES AND CONDITIONS ,
1�9?j_±66g AMC SPECIFICATION IREPUACEMENT 6ECt1641 '
COPIES OF FUME AND SPECIFICATIONS (BIDDING DOC PENTE] WILL BE ON FILE 1% THE DESIGN ENGINEERING SECTION IP THE
C1T OF REHTCN PUBLIC NEWS DWAFTMENT 20C MILL AVENUE SOUTH, NENTGN AN. 96055. '
PKM 2 Su P;AF.Hr[FI SPK'fM1PA4K+F IRP. D7,15,0) '
1-02.2 WMINUEC
BIDIIIWG DOCUMENTS MY BE DRAINED AT THE ABOVE QFFICE, OR BT MIL. ON NMYPT OF THE FEES AS SFT FORM IN THE
CALL VCR Mot. WE DECKS PAYAB'E TC THE CITY OF RBNION.
1-02.12 REL'C WAIONS OF BIC IPEPUCENENT SECTIDNI
SEALE* BIDS WILL BE PFCE IVE St' THE CITY OF . `N . WASHINGTON. BY F THE NIT" E CITY CLFM. HU.ICIPAL
SUILC:YG. REWC%. MS"INCTCN. AS PER THE CAL, .OR AIDS AND BILL BE OPENED AM PUBLICLY RBAD ALDO.
1-03 AMID AM FECUTION OF CONTIHACI
1-0G.1 CONGIDERATION OF BIDS IAMITIOML SECTION;
' ALL BIOS RILL BE BASE{ CN TCTAL SUN OF ALL SCHEDULES OF APICES. NO PAPTIAL B:CS WILL M ACCERTEC JkLFSS SO
STATED IN THE CALL FDA BIDS OR SPECIAL PPCV:SIONG. THE CITY RESEPVES TIE RIGHT HOWEVER TO AWARD ALL CA AM
SCH®ULF OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION.
1-0A SCORED OF THE NOW
1-04 5 AM :.DuRE AM PRCTE^ BY THE WMFA. TOR [REPLACEMENT SECTIONI
AM OUEST:ONS ARISING BETWEEN THE INSFECTCF AM THE COORAC'OU OR NIS SUPEAINTENDENT OR FDREMN AS THE THE
' NEANIW CP fH(TEA: ff AM PART DF THE PLANED AO SPEC IFICATICNS ON AM CONTRACT OOCNNENT, SHALL BE '"PC
BROUGHT TO THE ATTENTIC% OF THE PUBLIC WAS DIRECTOR OR HIS REPRESENTATVFS FOP IMFRPRETATION AM ADJLS'TNEM,
IF NAAAAMED.
FAILURE ON NC PART OF THE PUNJ'PIPS DIRECTOR 00 HIS REPRESENTATIVE .0 C/SLOVER AND CONCERN OR REJECT
•MPOPFR. DEFECTIVE OF INFERIOR MR OF MTERIALS. SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF AM SUCH WOW OF
HATENIA.S. OR THE PART OF THE :44IMMENT IN WHICH THE SANE MY HAVE BEEN USED
TO PREVENT DISPUTES AM LITIGATION. IT 1S 1,WWR ACJEED BY THE PARTIES WRETC THAI THE PUBLIC VOWS DIRECTOR OR
HIS REPRESENTATIVE SHALL OFTERYIRE THE GMHTM AND QUALITY OF THE SEVERAL FINDS OF WOW EHERACE: IN THESE
INMOVEHENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE 1CW AND THE INTERPRETATION OF THE
PLANS AM SPECIFICATIONS.
' IN THE EVERY THE WWTMCTOP IS OF THE OPINION HE WILL BE DAHAGED BY SUCH INTERPRETATION. HE SHALL. WITHIN 3
DAYS. NOTIFY THE ENGINEER AID THE CITY CLEM IN WRITING OF THE ANTICIPATED NATURE AHD AMOUNT OF THE DAMAGE OR
1 OAMCfS. 111E IS IF THE ESSANCE 1N THE GI1'EIWG IF SUCH. NOTICE, 14 THE EVENT AN AGFEEMEM CANNOT THEN BE
NEACHED WITHIN 3 DAYS, THE CITY AID THE CONTRACTOR WILL EACH UPC.W AN ARBITRATOR Alp THE TWO SHALL SELECT A
THIRD WITHIN 30 DAYS THEREAFTER.
t TH FINDINGS AM DECISION OF THE MAE OF ARBITRATORS SHALL BE FINd AM BENDING ON THE PARTIES. UNLESS THE
AGGRIEVE PARTY. WITHIN% DAYS. CHALLENGES THE FINDINGS AID DECISION BY SEPYING AID FILING A PETITION FOP
REVIEW BY THE SIPERIOR COURT OH KING COUNTY. WASHINGTON. WE GROUNDS FOP THE PETITION FOR REVIEW ARE LIMITED TO
SHOVING THAT THE FINDINGS AID DECISIDNI
1. ARE MY RESPONSIVE TO THE QUESTIONS SUBMITTED:
' 2. IS CONTRARY TO THE TEARS OF THE LDNTRACT OR AM CONFORM THEREOFH
3. 1S ARBITRARY AM/QP IS NOT GAUD LOON THE APPLICABLE FACTS AND THE UAW CONTROLLING THE ISSUES
SIEPITTE TO ARBITRATION.
TOE MAE OF ARBITRATORS SHALL DLPq¢T ITS DECISION Br SETTING FORTH 1,. WRITING THEIR FINDINGS AM CONCLUSIONS
USED ON THE EVIDENCE AOCUCED AT AM SUCH REAPING.
' THE APP:TMTION SHALL BE CONDUCTED IN ACCOIEANGE ■NTH THE STATLTES OF THE STATE OF WASMIMM AHD COUP[
DECIS:CHS GOVERNING SUCH PROCEDUR.
SLR IFPaneR1 S,octhutl P"A 1%, 12/M'951 Page 3
SAN-1 Sanitary Sewer Project 2 of 2 S-379
CAG oo9-86 1986 Sewer Cleaning, TV Inspection & Grouting
'_-04! CRrl murc
T"E COSTS O SUCH AR►ITRAIIJN SMALL E KIM EQUALLY SY THE CITY AM THE COMTRACTCA UNLESS it 1S TK MARL 6
.AJORITY OPINION THAT THE COMTRAROP'S FILING OF THE PKT167 CP ACTION 16 CAPRICIOUS CA WITMDLT PLAS06"LF
NOUGAT:CN. IN THE LATTER CASE, ALL COSTS 6MLL E CAE SY TIME CONTRACTCP.
THE V10" OF ART WI SMALL E 1% RING COUNTY. WASMIMCTCN. AM IF THE COWWTCR 16 A NOWNESIOENt OF THE STATE
i WASMINGTOI. K 6MLL OES:SMATE M AGENT. UPoN NORM PROCESS RAY E EPVEE. BEFORE COIEKIMC POP LICIF THTE
-OMIUCT.
1-aA.Io y6E O MTIP:PIS F6lK CN TIJ P06ACI LADDITIDML SECTIOMI
ALL SALUCA PATEAIAL AS ACTS' ON THE /LAM AK TAKEN FROM AM CF TK C;SCAACEL FACIL:'IE6 VOL,. AT TE
ENGIMEEP'6 CICRRION, E CAREFULLY SALVAGED AMC DELIVERED TC THE CITY SMOPS. ALL SALVAGED WWtM NMIMS. FIRE
"'GRANTS. VALVES AK APPURTEMKEf. CATCH IMSINS, AMC 6'TCRM AM SAN:TARV MAHKLE CCVEA: SMALL E SALVACR AM
'ELTVEAEC TC TK CITY FHOpS.
ANY COST INCURRED IN SALVAGIAG AMC DEUYEAING 6UC" ITBE SMALL E COISIDEIEC INCIDENTAL TO THE PROJECT AK K
'_OWtWATICN RILL E MADE.
'.-04,12 WATEE SITES IAODITIOML jECTICNI
ALL MATERIALS DESIGMATSC SY TIE EMG:NEEA TC E WASTED SMALL E MAULED. DUMPS. AM NPREAG AT THE LOCATIVE
gLSETE SY THE CONTAMCTOP.
-E CON'TRACTCR SMALL HAVE THE RE®O46164ITY O OBTAWK 116 OM W-TE SITE. ALE WAR 1WLUDW IN Tr IS SECTION
�I k E CONSIDERED TO E INCIDENTAL 10 CTHEP ITEMS IF ACTH AM NO FURTIEP CCYMERS0110N RILL E HOE.
TIE ROUE TAKEN TO TK 067E SITE SMALL E MAINTAINED SCULY SY THE CONTRACTOP iN A MNNCP AS DECRIBEC ELCA!
THE CDMTRACTCP 6MLL E "BARRIE TC 1" WATER TRICKS. PDMEP SWEEPERS. AMC RELATED EQUIPMENT AS DEEMS I
NECESSARY IN THE PUBLIC PILAUS DIRKTON TO ALLEVIATE THE PROBLEM O LOST SPOILS ALONG THE ADM. PROMPT
RESTCMTICM O 'K POLITE is RAECATOIN.
THE CONTRACTOR 6MLL SECLFE ALL NECESSARY PERMITS AND APPRCVALS FOP AM WASTE SITE IC E Um. COPIES OF THE
PERMITS AMC APPMCVALS ARE TO E SLIMMIC TO TIE ENCINEEP PP:OA TO FTAPTTN4 AM WAI,
1-04,13 MMWRE f..it4!f_1+QP:11.E.M1_5&CTIONI
• �CEING HOUK FOR THIS PR"CT WILL E UNITED TC EOOAVS DUPING T"t PEPIOD FROM 6100 A.M. TO 5100 P.M.
THE .CUS O NOW MY E CIVINGED AT THE CTCPSEION OF THE ENSIKFA VIEN IT 16 :N TIE INTEREST (IF THE PLBL:C OR
THE CEW'.RACTCP CUE TO REASONS IF W);M. MULTH. OR ELFAE.
1_:�QL, tE CDMRACM.LCQFSSpLS4NIMSI3➢QllIE2Q6 [ApC'T10MAL SUCTION
TMC CONTMCTOR WILL E SUMPL:ED BY THE OMEN VITM S SETS O PUMA AMC SPECIFICATIONS. A' LEAST ONE CONFUTE SET
O COTRACT DOCUMENTS, INCLMING ONE FULL 612E SIT O CRAVINGS. SHALL E KEPT AT THE SITE O CCNGIPUCTION IN
30M CCKITICN AM AT ALL TINES AVA:LAEE TC INN OM1EP AMC THE FK:KER AEIOITIONML COTES OF TFE CONTRACT
�OLVENtS. IF EC1PED, ■ILL W PUMNISME By THE OWNER AT ET COO O REPPIDUCTIOM.
1-ft CO11ft OF WIN
1-0G.J PLANfi AK CIC:NG OIyFN1NAK 1FARt1Al R$fLACENENT SECT 30F1
DMtlNR SUBMITTED SMALL E DN 2E SKI IV UA :NCH MLAR CA iULLEP SMFTS NIT" CIMEK704 IRA KILTIFLA6 O B 14
RY 11 :KIEi,
i
Pqr A WFurMUU tipRP'neVP lone IOU• C7lIB/B61
' 1-06�j11 SL1�:11ALi IIR� $EDITOR]
' THE CCNIMCIOP 6NLLL FUNQSH FIVE COPIES OF ALL ORAWINR, SPICIFICA110M, OESCPIPTIVE OATH, CE MIFICAT66.
SAAPLEB, TESTS, NETOF, SCH®UUi. ARC %AMFACrDE0'6 INSTRUCTION AS RECURRED TO DENOMINATE FULLY THAI THE
RATFRIALS AID EGWPKNT TO E FURNISHED AND TIE NONE OF VEE MAINLY WITH TIE PROVISION AN IW1kkl OF THE
SPECIFICATIONS AND CRANIN06. IF THE IOFDRRA7ICL SHOWS ANY DEVIATION FROM THE CONTRACT PFOLIMPENTS. THE
CONTRACTOR SHALL. BY A STAYEPEM IN WRITING ACCOIPARYIM THE IKCANATION, ADVISE THE ENGINEER OF THE DEVIATION
Alp STATE THE RUSONC THEFPfON.
j:jLjJ1J CONSTRUCTION=ARING IREPLACENCM iECTIGNI
THE ENGINEER SHALL PAVE TIE RIGHT TO RAKE REASONABLE CHANCEF IF THE OWES AS THEY' APE SHORN CN THk DRAW:NM.
ONFDES WILL E EETASLISHEC IN THE AM OF CEFU7 STAKES AT C16TANCE6 ACT gBATER T," SI FEET FOR UTTER OWES
OR IC FIR POP LAN". SET IN ACVANCE OF THE NCAK. WIENEAP NON IS IN PR06M". THE MWTWACTOP SHALL HAVE IN
M6 WLCVIEM A WFUR COPIT M TO SET A BATTEN BCAND OF QTNER COMTPUCTION GUIDE FOP THE LINE AND GAME
STAKES GIVEN P THE ENININ.
SUCH ENPLOYIES SHALL HAVE THE DUTY AFC A&WONG1641IV OF PLACING AID IAIMAINIM SUCH COSTRUCTION GUIDES. A
BATEP ICARC 60 WIN "ENGINEER'S CIVIL $HALL E USED FOP ALL LINES SR ON A GRACE OF D.BO PERCENT OR LESS.
AT LEAK THREE BATEP BOARDS SHALL PENAIN IN PUCE DOING PIPE CAVING OPERATION. If. TWCUW THE CCNTFACTOP'6
' NEW FACE. ANY RAKES SHALL IF D167PCVW AM REDWIE $*SITING, A WP WALL E DIDLCTID F100 THL CCMAACTGP'6
FINAL PAYNNY EQUIVALENT TO THE E%TRA COO IN ENINFNIM NOUIND PON SUCH REPLAUNEW.
THE LASIF PRHT OF ESTABLISHING GRACE "AV WE USED PADVIDINGI
1. REOWSTS FOR LSE LISTING EOUIPENT. AND PITHM OF OPERATION AM SUl1TTVE FDA CITY REVIEW AND
APPROVAL AT LEAST FIVE DAYS PRIOR TO USE.
1 I. OACES APE CHECAED AT LEAST DICE EVERY VE PUT AM AT LEAST O TINS DAILY IV CONVENTICNµ PETNOD6
' O. PROPER ANCHORING OF PIPE IS PERIONNIC IN LOCATION RNEIE A nX 16 SING USED FDA EXCAVATION.
THE CONTRACTOR fiHAll AARANE -16 VEE TO ALLOW A REASONABLE TIN POP THE $MING OF STAKES FOP THE NEXT PHASE OF
NIB OPERATICN TO PPEIEN7 NCB. DELAYS WHILE WAITING ;CA CONST"ILTION GUIDES.
THE CONTRACTOR SHALL ASSLPE FULL AESPONEICILIT FCP DETAILED OINNSIGM ANC FOP TRAHSFEPPING ELFV'ATICM CA
NEASUPEKNIS PAWNED FROM SUCH STAKES AND HANKS.
' DELAYS BY REASON OF LACK OF RAKES OP A TIRE NOUEST FOR AAPVP LIM THAN a DAIS, APE Cl .0 A RIM, TC THE
COMRACIOF Alp SHALL NOT E THE OASIS FOP CLAIM FOR ADDITIONAL COMMATICN OR CONSTRUCTION T!PF.
' ALL CC676 FOP NE CONTRACTOR'S "VEYIM SHALL E CONSICEPEC INCIDEMIA TC DINER BIC ITMS IN THE PROPOSAL. AID
AO FURTHER CO MATION WILL SE HAOE. UNLESS A 910 17LH FOR SOACING 16 SPECIFICALLY LISTED IN THE SCHOOL[ OF
PRICK
' �.acEl 1difJMLTOP PPOV10® COMTRUCTiON_bj(yt�_Lx¢,�tloMl
RARE THE CONTRACTOR 16 NGUIW.I TO PPOVICE CCMIRICTIM STYIM PE SHALL EE PESPCIEI$LF FOP SECURING TIE
SERVICES OF A PROFESSIONAL WIC SLPVETOP AND SHALL PROVIDE ALL WNNY 67" NG MCK IN CODUNCTIOH WITH IN
PA&SCT, THIS STAKING SHALL C04I61 FOR. SALT NO E WRITE TCI
PWWAV CEMERLIN 6AMTARY SEVEN
SLOPE STAKING FIN RMAMITS
CLASS Are CITTkn STAR LIGHTING
UNCIAL AND PAVING VNDENWOURpiNG POWER a TILIPHDNk
l KININY 1AMPIC SIGRAL SYSTEP
$TON OMIN P£TEP PSML CO. S P.N,W.R OILTS
SNFFKWw%sk 6PRclfmRXw„a IRS. GHS'I6) PWOt 5
THE CONTPACTOP [HALL AWILML FULL RESPOMIBILITV FOR ME ALCUNCY OF THE STARING ANC SHALL PROVIDE ALL
REPLACEMENT S1PA1F'l 00 RE[IRRIPG NEEDED. THE CITY WILL PROVIDE THE CONTAKIOP'S BUI 00 WITH THE NOPIMNTAL ,
AM VERTICAL CONTBY NEED TO PFIOOPM TNE CDNSTRUCTIDM STM1NS.
THE CONTPACT[P'S 3tVWFFOP BALL PROVIDE THE CMIGINAL FIELD NOTES APO A GET OF THE FIELD WTES RHILM PALL ,
:ONTkIN WCONSTRICT® LOCATION OF THE IM'PUVBEkT$ CONSTRUCTED UNDER THIS CONTRACT, THESE NOTES SHALL CCNTA:N
AS A MIkIMR THE CENTER LINE STATION AND OFF SET AM CUT TO EACH TU . VALVE. OEM. HYDRANT, RANKLE. CULVERT,
ITCH IAEIM, INLETS, CLLAMOUTI. SIMSEWER. MIER SEp:C[, CUM. GL"P, SIDFWNLR, AND ALL OTHER CHAN015 1N
ALIGWENT DR GRACE AS MY BE PIECES TC IRAN ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT, ME.SE NOTES aHALL r
!F WEPT IN A HARD CDVEPED FIELD ME, SUPPLIED TO ME CONTMACTWS SUPVEVOP IY THE CITY DN REMIT,
'r{ LUW SIN UNIT PRICE FOP CONSTRUCTION STARING WILL WE FULL COPPENSATION FOP ALL SLMVEVING NEEDED TO CMMCT r
'HE iNPROVBNENT( TO THE LINE APO GRADE PER ME APPROVED PUNS, AND TO VkCVIOE THE AMIN% COMIMCTICA AHD
AS-0OWF49TM FIELD WIFE. PARTIAL PAYMENTS FOR THIS ITEM PILL WE RUDE IN CONHEC' DN WITH THE MOMnLY PAT
EST:HATES RASED IDUN ND¢ CONS'LETID AS DITEANINED P THE ENGINEER.
+-Q.15 FINAL ortEPTAKE IREPLAamm BECTIGMI '
THE CONTRACTOF SHALL NOTION THE EM6INEEp 1%MISTING T THE COPPLETIOIN OF THE FORK MENELPON TtE ENGINEER WILL r
PPCWTLY. n PERSONAL LNIPECTION. IATIRY NINSEUF AS ': THE ACT.AL CONPLETIDN OF THE MAP IN ACCORDANCE WITM THE
TUNS OF THE CONTRACT, AND 60 TM[PEV ON PECC MAD 1C ME OWNEP THAT THE NOTE IS ACCEPTABLE, F:AL
CETERNIMTION IF THE ACCIPTAFIL]TY IF THE WOW SAIL IS WE BY TIE OWNER. ACCEPTANCE h THE CONTRACTOR OF
FINAL CONPENEATIOk FOLLOWING FINAL ACCEPTANCE IF THE CITY SHALL COMMUTE FULL AND FINAL PARENT FOP ALL WOW r
L.ICEF THE C0%TRACT, INCLICIHG ANT CLAIN FOR CHANGED CONDITIONS OR CHANGED HAIR( ORDERS DR DITRA MAP, DELAY OP
ANY C1MEP CAUSE FOR CLAINS FOP ADVIIIONAL COMEMATION.
/-06.15 NETl�_.Q GEPVl CFI,INf�1LE IpfPU CF]NEkT 6EC'IOMI ,
MNITTEM NOTICE SHALL M DEEMS: TO HAVE EEk DULY SERVO IF DEL WED IN PERSON TO THE IM:%IDUAL. 00 TC A r
PARTNER IS THE FIN. 00 TO AN OFFICER OF THE COIFORATIOk OR OWNER 00 10 THE C:TY CLEFS. OR IF SENT Ir RFGSBTEPED
UNITED STATES MAIL TO THE MA1NES5 ADDRESS SHOW: IN THE CONTRACT OOCHMENTS.
Y_p�4�PnapE ANC OMusIpS /p4Z yecT'gNl r
IF TOE COMTRACTCP, IN THE COURSE OF HIS NOW, OF.COMES A►AFF UF AM EAOkS Up ,ISSIMS IN THE CONTRACT DOCUMENTS
OR IN THE LAYOUT AS SIKH BY SURVEY POINTS APD IMSTRCTIONA. 06 IF NE BECOPEF ARM OF ANY DIICPVAMCV BETWEEN r
IA CONTRACT DOCUMENTS APO THE PHYSICAL COFCITIOM OF THE LOCALITY, HE SAL, IMMEDIATELY INFOM THE FHGINEEA.
THE EkS!MER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE RATTER AID ADVISE THE CONTRACTOR ACCORDINGLY, ANY
cIOM DONE AFTER SIGH DISCOVERY, UNTIL AUTHOPII'ED, WILL It DONE Al TNE CONTMCTDP'I 010.
i-W LEGAL PILATIM AND IEMNOMISILITIM TO TM Pl11L1C r
I�j.. BANlun D-JACCIIIDML 6Eolzi r
ALL PRIMES INLUMED IN SUPPLYING ACCESS, PAWING, AND SANIIAIICN PAC:LITIES EMLL SC CONSICHa Mr XIXTAL TC
THE PPOACT AM NO COWEkSATION SNA.L OF HAOE, r
1-Ow LOAD LIMITS ]EgWSEKNM SECTIONS
ALL PCTCP VEHICLES OF THE COMPACTON, 41CONTAMTOIS. Alt SUPPLIERS 64LL STRICTLY ADHERE TC CH. AS." OF ME r
MOTOR VEHICLE LAWS OF THE STATE OF NASMINCTON I ISR' EDITION AND AMAONEHTS THEREOF) IN REGARD TV &III, MIGHT,
APC LOOS OF MCTCR VEMICUFS,
r
r
NRGF I SNNFFPncel IPec viptNena IRA. OT/IeJIb! r
1A�,?_L9Ml�
PAYPFNT %III HOT BE RACE FOR AM NATERIAL THAT IS DELIVERED' 16 LICENSE, IN dCE6E OF11E LE MI N110PT iGP NH;CM THE yf H;CLE
AM VIOLATIOF OF THESE %C6 LAT1DNG 6HALA BE REPORTED TV 1NE WELIEC CAN EIfCRCENENl A6AN',
1 THE DCNTRACTCW 1S TC FURNISH TC THE PUBLIC WOOS CIPECTft A LIFTING R ALL HAUL W0:CLfi LUC CN THE APO
LISTING THE VEHICLE OPIFA, LICENSE I'M'. TARE HEIGHT, AID LICENSES' LOAD LI0176. ,IE[
' 1-07.6 RAGES IR_mLACE J
TV" CONTRACT 16 SUMECT TL CW11P FB.TB ACA, AID APEHDIENT6 AID ADCITIC'6 TIEFETC wCAT:ND TO N:N1MP MR5.
CN FHCERAL AID PRpdECTS, FW'M( MR LAAS AM Pt GULAT1CNE ARE ALSC APPLICABLE, I(WLY AIN:" RATES OFBARS
AID FP:FR BENEFITS AR BHOM IN THE CONTRACT. MEN FEDIPAL 4W RATES AREFRINGS BENEFI'S APE LISTED, THEY ARE
IN ACCORDANCE NTH THE UNIIBO STATES DEFApTP(M R LAWN DECISION hLPBEA M 83-5110.
THE COMPACTOR, AM 66BCCMMC10f, OP OTHER Pt M6 DOING THE WORK R ANY PART R IT SHA.,L NO PAY AM HICIRREN.
ELAMPIPS. OR pfCHAN1CS LESS THAN THE PEOLIFED IMPLY PINIWP RATES OF RASES 6H0M IF THE COMPACT,
d CESE OFSUIH HOURLY PATES PAY BE PAID, BASES IN
1N ADDITICN TO THE MR RATE DES;W ln- THE fHFLOYEP &MCI LUNTa1BIRE
FCP EACH COIPFN4BlE IOW THIS FRINGE BENEFITS LIST®, 1T 16 SPECIFICALLY WDERETDCC An aBR® THAT THE MGE
PATES AID FRINEF BEIEFIT6 FOP THIS CDNTMCT APE SUILECT TU CN ARS, THAT THE BIDDEN AHD ASSURES THE P18A OF AM ACCfi'TS FLYI PEfiCIE 7Bi 11TY
INCREASED LANA COFT BY AMR OF PA-ING HIGKP PATES THAN THOBE SHORN IF TM
C('N'MCi TYE G:TY DOTS ACT NAWN7 OF REPRESENT THAT LABOR CAR BE PF"iAEC FDA THE P/F:" RATES SET FORTH OF
AS CHAHOBD. IT 1S THE MWPACTCF 5 RESPONSIBILITY TO "CEPTAIF THE PARS ABOVE SUCH RIFINUAH A6 HE BILL HAVE TO
FAY,
' THE CCMMCTCF SHALL POST, IN A LOCATION A.'CEPTABLE TO THE CITY AID LABCR AID 11D116TFl FS, A GOT R THE ARRIVED
`RATEMW R 1MEM IC PAY MEWIL:1O RAGE-, A CCVY R THE pn",LING RACE MTE6 NBT TN PI COPY IRON ARR THE
CONTRACTOR HAS INDICATED THE AFPRRI OF NLNBEP R NCNBERS IN EACH CLASSIFILATIM; AID THE ADDRESS AM TELEPICHI
' NWBEP R TIE INDUSTRIAL STATIST ICI NN R THE OEPAPTNEAT R LABOR AID IHULS'TFIE6 MEAI A COWLAINT OF I NOW BY
COKEPh:NB M[LYl LINO MR6 HAY ■ AIDE.
ON ppC.:FCTS EOVEMED ST "Ut RATES CETSPMII$ M THE STATE R MSNi NGTON DEPAPTNEM R LABOR AID INDUSTa IES AID
BY THE L. S. 6ICNTAM R LAHR, IF THEPE IS A C7FFIPENLt RETWEN TH! TIC IN THE PREWILINC RATE R RAGE FDA A
61PILAF CLAS61f:CATION R LABOR. THE 1:ONFACTOP SHALL PAY W LEES THAN THE MW M.ICH 16 THE HI GNP R THE TNC.
IF THE CONTRACTOR LAMES 11BE R UP LAMS AND IWLFTPIES. HE SHALL PRESENT IC THE fNO1NEEP MITTEN EVIDENCE OF REGISTRATION OF6UCN IAFLCVEfS IN
AFpAENTICE6 ON PAWECTS UCVERNED BV BASE PATES CETERPINIO BY THE STATE DWAFTPBNT
P APG(.RAH AFPa[(ED BY THE STATE APPFEWICMIP CDWEIL AID THE PtPim R pD6pESSICF FUN LAC SUCH A AfI.T;Cf
ERPLCYIE,
IF THE CONTRACTOR RAAES USE R APPRENTICES ON M EC% ODWRIED BY MR RATES OETFRAIW BY THE U. S. SEC
R LABOR, THE iMIL PPEBFAT TO THE ENGINEER MITTEN EVIDENCE R REGISTRATION R SUCH OPLCYEES IN A PACCRAY R A
STATE APPRENTICESHIP AND TRAINING AFLKY APMVH AID RECOWZR BY TIE U S, BUREAU OF APPRENTICESHIP A
TRAINNS, IN THE ABSENCE OF FISH A STATE ALIKV, THE CONTRACTOR 6 M LBM:T EVILS HAF OF APPpI VAL Alp
PEG:STMTICN BY THE U. S. BUREAU OFAPPAENTICESHIF ARC TPVI%IK.
THE CDN+FkCTR SHALL 91 A-IT TO THE ENWNfFp MITTEN FV,C*Nrt R NNE l6TAl L:61Et AwRE NT i(! ,ICWnfNMN ANTI CS AID
MR PATES IN THE WyEC U ' ARM. ►HICN HILL R THE BASIS FOR ESTABLISHING SUCH PATICF AM RATES POPTHE pK,ELT
IO UEP THE APPLICABLE CONTRACT pPOv;6i Uhi,
1
' MIPP bNNr LFI SpFs�ncN•uN IRNH OT;1B/BB1
pal. '
:F AM DI6P0E AWUS AS TC WHAT ARE THE PREVAILING MISS OF PAGES FOP LEw OF A SIMILAR M1UE6 TO THAT
.WUPIATED LIKEP THE CWTYACT APO SUCK 016PLTE CANNOT W ADJWID P Tit PANTIES Cl IPTEREST. IKCLLDINS WON ,
AND W MSRENT *WRfSEYTATIVES. TPE HATTEA SHALL E W(FIND TO TM O:MC7OP OF TNF DEP,'"KKT OF LAID$ APE
:ICUSTP:ES OF 70E STATE OF ■ASNIWON 100 TC TIE UNITED 67ATES SKMTAFY OF IMP WEF PREVAILING MRES
ESYAEIWID ST THAT OFFICE APE INVOLVED'. Aft Hli DECISION TMEMIN SHALL K FINAL. COICLLS14 AND 110L1N0 :M ALL t
-".:E6 INVCt^C iA TN( 01SPLTE.
.f TN( COMAA:'lA MAE6 USE OF A LAWP CLASSIFICATION MDT LISTED IN Tit SPECIAL P1OVI61U6. TM COKTMCTCP SHALL ,
-X"ST THE OETE0lP:M71ON OF TM AFMOPFIATE RASE HATE FOP THE CLASSIFICATION AND POP TRE Al1M IN WO:CO WC1N 16
:ERCWW. PROF THE I07167FIAL STATISTICIAN OF TM D®►RTKNT OF LAMP AIM 100UPPILS
:N FEEML-AID PROTECTS THE CONTIMICIR .to EACM 11191MTMLTOA SIMjj,.F1EPiSN l6HLY PAYI�I S7ATBHEM76 TC _jlf,
LNJW EP. $ IE010 STAIL14016 APE NOT U11uaE TK M-TPACTCP SHALL FOINOSN A CEPOIFICATIOP, PR:CA TC EKO
"ma EMANATE ►AYREAT. CDOFINPIK THAT PPLAILIPS MOF WAS MYE SEEM PAID
:F TM CCMFACTCR LTILIIES THE OCCIPA1:00 CO)E WEh SLSNIT71W6 PAYROLLS APO ME AFFICAVITS. APO MQIL TMh CIE ,
:IRIESICTIOML APEA 16 INVOLVED Ih THE MC.;KT. THE JURISDICTIONAL Al" 1MVOIVM SHALL SE OHM tOPRIATEIT
FOLLOPING TOE RCLPATIOh CCE KPER. :.[.I 10-OM0 vM.E.
TNI CONTRAC7C0'S MCOIOS ►ERIAINING TO PAGES PAID APO PAYROLLS SHALL E OPEN TO INSPECTION, ON AIOIT P ,
POWSEMTATIVES OF THE CITY OIIPINS THE LIFE OF TW COWTWT APO FOP A PERI4 OF OCT LESS THAN THREE Ill YMPS
APtLA TN( DATE OF ACCEPTAKE TNERfP, AND TOE CONTRACTOR SHALL PCTAIN SOCO Fc'0106 PON THAT PENIS. WERE SIICO '
=ECEAt6 PEPTAI%IK TO I10E6 PAID APO PAYROLLS FOR THE CONTFACT ARE HAI'1ASNSD P SU6COMNALTGPS ON AGENTS OF THE
:.ENT dCTOP. Tit COWRACTCA EMPMULY SHANANTEES THAT TK MCWCS OF SUN SUKCWTFACTORE ON AEM6 SMLI SE OPEN
TC if(PSTION AND Attlf 6V REPRESENTATIVES OF THE CITY W* TM SIRE TEAM AND CCHDITIIR6 AS THE MCCR06 OF Tit
:OWFACTOP. IF AN ALOIT 1' TC E COIWEKIC MOM iMN 6iRfl 1601 OAVS AFTEN TOE ACCEPTANCE DATE OF THE COWWT. '
'NE CONTPKTOP WILL E 6I OEh A AEASWNAEU KTICE OF TM TINE TEEN SLCO AJDIT 16 TO EGIN.
WOW PAYMENT IS FACE P TM CITT OF ANY SIRE 04 MEN Tr16 CONTFACI. THE CITY MST MCf IV6 FRCP TOE '
:OWPACTCF MC EACH SLZONTMCTGI. A COPY OF 'STATEFENT OF :NT[W TO PAY PREVAILING MGE6' IFOPY L A I MENSER
'00-29 MSOINOTON STATE OEPAIOMCHI OF LM 6T A APO :KLPIESI.
.PCh CCMLFTION OF THIS CONTRACT. TM CITY FAST RECEIVE FRY ME CCNTRACTCN AK EACO SLKMffMCTCA A COP OF ,
'AFFIDAYII OF HAWS PAID' IFCPF L 6 I NLPMP 7DD•1 STATE DEPAM--All OF LAIN Aft IHOU6TP1ES1 CERTIFYING THAT
ALI PREVAILING PAGE REOLSPENENT6 HAVE SEEN 6ATI$:SD. IN A00:7100, TM [1" FIST MCEtvt FRON THE PPSM ,
:ONYWICA A COPY OF ^IELFASE FOP THE PPOTKIION IF PKPERTY O"AS AND EREIML CDMPACTOFP IfQW L S 11RWER
2D6017 THE S--TE DEMPTNENT OF LAW APO ISDUSTRIESI. TKSI Kf ID6VITS ►ILL E REOLIRSD PEFOM ANY FMCS
AVA/NSD. ACCOMIPS TO YE PPOVISIOM OF KF 60.E5.01C. ARE PSUAM 7C Itt COWPACION. FONFS PAT N ONTAIMB ,
fAy THE DSMPTFEMT OF WON APO INOLSMIE6.
[EE OF ,ja PF�(�4P 'ETAIENEM 6 :NTEM TQ„ PPEWSLi N4 MHC YE "IIFLSCAVIT Oi MCtS MID" It ,
L)<_ACCpPAM _f(�N O_�Iw MIITTE TD iM Q I QCjM OF uJDp_SIO INDUMIES. THE COMMCTUP 18 FIEVP61111 FCP
o,PL .', OF TI(!'_ F AK j11Lu..Ny{tj,1.11.!Ep1iSlISA!4_41!(GL1T, TO THE OEPAIMIM OF LANP AK 110UFTF�jj.__. ti�F.EI
f ELL lH6 E IKiyaV.uj Tc ALUM 6:C ITtlE$_TM16 COMRK7�
1
PNr 6 SPFtffWn LFt PIPK IIAH IonP Is. 07Y11WSS) ,
IRA ADL':TIOP. THE PRIME CCW.AACTOP 6NALL SUORIT TO THE WAEN:KTOA STATE DORAMMW OF LAWS ANC INOXTAI1S A
'MOIASI FDA HELAAU' FDPW PKVIOW HE IN I OEWTHINT OF LAWS AK 1RO66'TSlt/. TNIU AFFIDMITS W:LL ■
NUAIRW NOOSE AM FLACS NtlAlIEC AUONO:K TO M PROVISION 6 ACW K.ES.0C Alt AtLEASH' TO TK CONTRACTIS.
' 131,±±1ILi61SS41Prc T:Al j+,I�f,1�cRAL 6ECI;yv.1
REOW PATPEM OR TK FINAL EPINAtt. THE CCMRAC/ES SHALL SUIT AN AFF:CAVIT OR ANVOT1 PAID TO AIMMITV
PLfIHESS IFTEIFP:SI AK OF KKN M.EI1466 ENTtAPPISE PAF'TM:PANl6 CA THE FCW PROVIOW IF, THE CMI CIM/tVING
1K AKI016 FAl( TO PIKAIT ME:HESS AK CR KP1A OLt:KSt NATti";U LAMIQMME.
IS2i Ilia) must AK BLKErm iPEP12Sli1SM jf�l�.
THE COM.WTOF WILL K NLCL:PU YC LCPPIElt AK SIWIT THE FOLLOWING DUNPEMS 100K PPOMM AK CA FINAL
FAYKPTS TO T1 CONTMCTIM WILL BE ANPKVW ST THE PLSLIC ICNWS CINCTCP:
1, ARON MOWN - CIMMHEIT IF IAKI FTAICAID 'CW 167
➢. EACN JUY - STATE N:(PINAV ICON 1HN1161
tTHE IRWIN N..L I THESE FCKS TO TK PRIM CONTRACTOR CLAUSE THE PMICOKIMCTION PEEIIK.
AN EQUAL IFALPNENT CPPCPTLNITI P@CM CtMIF IGAIJ SHALL R DfUNS M INS 9:M10 WITS. HIS SIC PROPOSAL OR 1N16
PROJECT AE WHUCN CCHEL WITNIA THE PPOV161116 OF THE ECV,L IFPLCYPEN'1 OPPCPTLNITV MiICA710M6 OF THE 6"Ok,AM
IF LASP AS REVISE VV 21. 1566. 114 FOIE IF LEWIFICATI SILL W PL"ISHU TO YK CONTMCTCA WITH THE
PNVCIAL. WNICN THE CAMRACTDR WILL LAW TC. CCPLETE, STATING AS TO W41HLP HE. NIS FIRS. AMMIAT10%.
FAWNEFEHIP, OF URFC%ATlLk MS FAMICIPATW IN AM PREVICLL CONTRACTS 00 WWONTMCIS SLMCT TC INS EGAI
OFKWTLNITI CLA.St ANC IF SC. WNMHER OR SET K HAS SLORI7TW ALL P(POPTE OLE LADEN AKLICASLI FIL:K
AEWSAORFW6.
FAILURE OR 114 PAST OF Tf BIDDER 1L FUNNUS, THE REGLIPS CtWlF1CATE WILL IS DIA CAUSE FON KJIPICA OF NIS I30.
lF A 90POUL LACKS Alt EEC WPOM CIPItFICAT1. AK INS CONTRACTOR WLLD CIKWX:St SE AMIDW TNy CONTRACT, THE
ROWTRACTOP SHALL FAA 10 CAYS AFTER KTICE SI I" I IAKTOS OF PWLIC WIGS TO PROV:DI TK SAM. 1F THE
CONTRACTOR RORLSIS OF FAILS W:TN1H THAI 710E TC PAD"CE THE CERTIFICATE, THEN THE FROFCSAL CLAMW11. IN THE
FCAM OF HAND. CHECS. 00 CASN WNICN KCONNNIS TK BE. WILL R FORFUTW It THE CITY,
PONE40 A COMF,AC70P RFCLFSTE PtWTSS;O% TL S14Ltl A MM OF AM CCMWLI AND SUCN CCNTNACT COMES WITNSN 1K
PPOVISIC% OF TK FOUL ONENTUNIT PE9UAt10N5 OR Ttt SICMIAM R IMP. MV161t WV 11, 1960. HE SNAIL OBTAIN
TrIS CERTIFICATION,I" NIS PROPOSW SMCWMCTLIP AND FORWARD 17 NWETKF 011N SLCN MIAMI. NO SUKOWRACT
\ILL K APPRI'VR U®CPF RECEIPT IF SLCN CtMIF1LATION F MR TK 'JSCCATRACTOP.
FDA IKE WWCSI. CERTIFICATION FORM UV K OSTAIPW FROM 104 PROJ1Cl tKIHEES ALS1610 % TNIS PRO.ECT.
114 WDIO SNAU N LTCFP 114 CO/PRACTOP'S MSFCN6IKE CANE AND CHAR, T,( CONTFACTOS SHALL RAS ALI LOSE AK
' OAMIE IHATSM"O AND FROM MATSDIVEP CLAUSE, ESCORT 1107 L"M FUEL' 51 TK 4, IF TK lUu WN1:CN 01 UCLA
CN OP TC THE KN OLSINC 114 PVLFILLPFM OF THE CCNTPACI.
IF AM SUCN LOOS OA CAME WCLAS, THE COMPACTOR SHALL UMW IATELY RASE OM AN' UPON LOSS CF CANAU. ANC IN
THE EVEN OR TK CONTMCTCN AORLSIMS OR K6LERIM TO 00 W. Tit W&P Ml ITWLF OR 6V THE EIPLCTMLAl OF 64016
CMA P51t01. IM6f WW AM SIGN to" C• CAMQ. Are TK COST AK aPEKE OF W DOING SHALL OR CHAPCIL it TK
CwmTOA.
t INS COMNACT(M ALONE SHALL AT ALL TIRES R 016POKISt1 FOR lK SAFM OF HIS AK KS SUPCCWHAE10.6 tW4.011S.
AK III VIS AK 015 NWOWIACTON'S PLANT AM EOI.UPHEAT AK THE PMPM OF PPD6tC0:NG 1HE WIC.
SWN IMq qI E41r INgE1PNP tM1 CN1NF61 PAgo 0
•.-aT.0 CDM:NIRD 1
UPIK URFAMMSU KArKP AM DINER CORE IilOf. M CONTMCTOP 6'MLL PMMf DIRr SLCF FOMIONf OF THE MM AS
iHALL ACT E DAMSM MOM. e
YC PORTION OF THE MIS ECE 4T.:fACTDIF/ OWA " OD WF1C1EKV WILL E AFFECTS P UWFAVOMEI COMMONS SHALL.
:E CCNE pXTE PNIU TREE CONDITION DIST. WILOU SY W DIAL IN OR PRSAL1i:ONS ACC PTASU TC THE ENGINEER,
'K CONTMCTOP SHALL E ASU TO DVENCOM TL@. '
-C•.TA ALSPMIBIUTV FOR DAME IAMMOML SFCTIONI
THE COMRAVCP EIMLL E K'OSISLE FOP CONTROLLING DUST APO MC WITHIN THE PAWfCT LIMITS AID DN AP STREET '
WHIP IF UfIV M F HIS EQUNENT FOP M DUMTICN OF M PMJUT. THE CONTRACTOR SHALL E NONFARM TC LSA
RATERK TFSCAE. POET OESFFK. AM CTHFR PIECES OF EOLIP WM AS DIS RM NECESSARY P THE EKIREEA, TC AY1::L
:NATIN A K'SAM. '
TSAR AM FAA CONTROL SHALL E Cr OWE/M A:, INCIDENTAL TO THE PANECT. ARE NZ COWFKA`ION WT . E ONCE FOP THIS
sPT1O. ,
CORASNTE OF OUSTe IBA) OR "APE PRACTSCES AIW ON PADPERTr OAHAQ TC PR1wlE OWNERSHIP WILL E TM/ERITTS *C
INS CONTRACTOR AM PROP? ACTION IN COIMCTIN BILL E REDL:RED P THE COMPACTOR.
1-12.15 PRDTECTIEI AS MISTO1►tION OF PROPFMY IRNFLAGENENT 6kCTIQ I
THE OFFER FILL MAIN ALL EABBIFNTB AM FRAW"ISSG PEQU:FS FOR THE PKO FM. THE CONTRACTOR SHALL L.111 S16 '
IPEI07:01, TC TV,' AREAS OBTAINS AM SNAA NOT TRESPASS DN PRIVATE PROPEPTY.
'HL OREP MV PRCV1Cf LEPTAIN IANDS, AS IMICATS IN CONNEC11M WITH THE MRl UCEP THE COMPACT TOETHEF 11I1F
THE KIWI OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT L"LAMMSLV EMLMEP M PRERIES WITH HIS '
LWIPNEM L'.F MTERIALS.
THE CONTRACTOR SHALL PKVIOE. NITS K LIASIUTV TO THE OWNER. ART ACOITIONAL RAM AM ACCESS THfKTO NOT SHOWN '
CM PESGF:BM THAT PAT E EQUIPS FDA TEPOMPY COPMPLCTICN FACILITIES OR STONE OF MTERIALS. RE SHALL
:M VPLCT ALL ACCESS ROADS, OETCUL READS. ON OTHER 784MUM MN AS SQUIRM ITT HIS OPENMTION. THE CONTRACTOR
SHALL CCRFINE HIS EOLIPMEM. STONE OF PATMAL. AM WEMTICN OF HIS SCREAS TO THOSE AREAS SHOWN AM ,
CESCPINE AM SUCH ADDITIONAL AREAS AS K MY PMVIOt.
A, 91IEML. ALL COWIPICTION HARE UMEP THIS COMPACT ON EASEMENTS. R:GHT-OF-MT. DYER PAIUTF PKPERTI' OR
FRANCHISE SHALL E CGKINM TO THE LIMITS O SUCH EASBEIfTS, PIGS-CF-PAY DR FRAKHIE. ALL MR SHALL E ,
ACCOWUSNRD K AS TC CALE THE UAST AKUNT OF DISTVRSAME AM A PININUM AKLIMT OF DAME, THE COMMCTCP
SHALL SPMLLE H16 ORE SC THAT TRENCHES ACRDE EASOENTS SHALL NO E LEFT OPEN OLPIK ESEMS OR HOLIDAYS AM
TRENCHES SHALL NOT E OPEN FOR ACRE TRAM AS NQUAS. '
B. ST►LCTLKE. M CONTRACTOR SKILL FIBER MACH EXISTING STRLCTLPES AS MV E NCESSARV FOP THE FEROMANCE OF
•nE MAP AM. If REQUIRED. B-NLL REBUILD THE DTRLCTWES THIS RBIMID IN AS COM A COMMON AS FOUNT. HE SHALL
ALSO PFPAIP ALL CLISTIK STRLCTLRES WHICH HAY E DAMUM AS A RESULT OF THE MM. DOER THIS COMPACT. ,
Mjhjt - NITIwTM AREAS AM CTFFP SMF ACF IWROYEKMb. ALL CULTIOTS AREAS, EITNEP ASPICLOUIML OR ,
,AIRS. AM OTHER S:.NFACE IWACVBENTS WHIP ARE CAHASM P ACTIONS OF 'HE CONTPACTDR SNAIL E KSTOFM AS NEARLY
AS POSSIBLE TC THEIR ORIGIML COMMON.
PAICN TC EXCAVATION ON NO EASEI ENT. ON PPIMTE NISM-DENY. M CONTRACTOR SHALL STRIP TOP SOIL PROM THE TRENCH ,
CP CONSTRtLTION AREA AM L:OCAPIU IT IN SUCH A MNKF THAT IT PAY E KPLACM SIT KIN, RMON COPUTION IF
:DNSTALVION. ORNAMENTAL TREES AM SMUSERR SHALL E CAREFULLY ABLY® WITH TM EARTH SUROUCIK TAf:F POOTY
WAAPPS :N NPLAP AM REPLANTS IN THEIR OPISIHAL POSITIONS WITHIN AB KLPS. ,
�NEA �C Sup LAMPncP SAK,r1c PIRAnA tRM. G .`,b'. '
ALL SA,401W DF TOM OUTIMS DO GARAGED, PALL E FEPIACED AY TIE CONTMCTOP WITN PATEPIAL OF EDLAL "11TV
' AT NO AMITICHAL COST TO TIE OWREP. IN TM EVENT 7M1 11 It RECFSSARY TC TPENCN THROWN ANY LAM. AN A, TM DOC
ENALL E CAW"LV CUT AND IL'IILED Alt FSPLACM AFTER INS TFINCK& HAVE MEN MfAFILLED. TM LAWN AREA SHALL E
CLLMM WY SEEPING OP DING PANS, OP ALL EASTF AM OESPIS.
' TM CCNTAACIOF EMLL ON RtEEP MEEL FQL:PPENN SIPILAF TC THE SHALL TMCIM YYK SACANOIS UGSO IT SIDE O[KP
CWFACTCAS FDA ALL WORD, 11CLLDIN4 EXCA TION Alp SALKFILL. ON EASWNTS DP PlMP6-MY PMCN HPVS UYN
AREAS. ALL FENCES, NAMEK, KUL SORES, ON LIMA TFRPOHAPT OBSTACLES EMLL M PtKVED V 74 COMFACIUF AM
JWWI.01L` REPLACE, AFIH TM TFEFCN IS SACKFILLQ', IN TWESA OPISSNAL POSITION. THE CWTRACTCR SHALL WOT1FY
TM DOWN Alp PWOPOM OWEP AT LEAST EA HOOPS IN ADVANCE OF ARV RCM CON[ ON EAMPENTS OP 7116M5-R-YT.
' OARAGE 11 EXISTING STPLCTUS" ORSIGE 6 EAUK"I AREAS THAT HAY RESULT FPON DETIATEMNB ANO!" "I"
U LMIET10N ACTIV]T LADEN IN16 CCMAACT SHALL BE PEFTCOR 10 TMIP OPIGIPAL CONDITION DP WMIt. TM ONICSHAL
CPM IT10 6MLL E F57AILISM fV PMT06MPNS TAKEN AM/OP :ASPECT;[* PALE PFLCF It COWOMIIO.. ALL SOON WOW
SAL, M DON It IN SATIMNCTION E TM PNIOPEPTY OWISPS AM TIE DEEP AT YK 6 K%fif IF .M COWTPACTCP.
' D. UMM. THE COiTRACTOA WILL ASSIPE ALL RESPOMIEILITT OF RESIt ATtOF OF TM SUMACE OF ALL STREET&
ITfAVELL® MT&: um DV HIP IF OAMOM.
' IN TE EVENT 71E COTWIOI DOES NOT NAVE LASCP OP PATEPIAL IIYSIATELY AVAILAPU TC ME NECEU4F1 FEPA:PE.
IN CCNIFACTOP BALL SC IMOFP THE GINA. I)* GIVER WILL ME TM NKESSAFT PEPAIF6 AM THE COST M SION
PNASRE SHALL E PAID F IN CDMRACTCA.
I-07.T7 UTILITIES AM SIMLAP FACILITIES IAMITlE(LLI6EC7101
LOCATION ANC CIRFNSMNS SHOWN CN THE PUNS FCF EXISTING UPCEPGKLK FACILITIES ARE IN ACCOKAME WSTN TM BEST
AVAILAOU I FCKATICN WIINCUT UNCCVEPING AM HEMMING. THE OMEF DOES MT GW1ARTH TM SIZE AM LOCA710K OF
VIST:NC FACILITIES.
lT SHALL BS WOE WMMCTOP'S PESPON6ISIUTT TO CONTACT ALL FtBL1C AM PR:MTE Ct)WAK%EF NAVIK 11711.17314 ANWOP
FACILITIES IN TM VIC1AITT DF THE CONEIRLE110% AREA.
' CALL EFOPE YCL CIO
THE 48 HELP LUCATOPS
4-600-4E4-56SB
IF. IN IN PPOSECIR]CN OF TM NEW. 17 KOOKS MCESCARY TC IMERPIPT WILING SUMALE DRAINAGE. FEIEFE.
UIOEPCAAIM, CCMLIT, UTILITIES, SIPILAP UMEPGPOUM STPLCTUES, OF PARTS THEREOF. TM CLMHACTOR SMLL M
PESPOKIBLF FC4, Alp SMLL TMt ALL NECESGAR, PRELAPI IClS TO PROTECT AM PPCVICt TWPCMPV SEPLICES FCF Lot.
TIE CONTHACYCA WHALE, AT HIS OP ENP&WOE, WAIP ALL DAPAU TO FLCH FACIUTIEE OF GTAICTUPES DUE TO THIS
COETPICTIDN MEMTION TC THE &ATIMACTIO. O IN CITYI , it FOP CITY OWNED FACILITIES WHICH WILL K PEPAINUD
' SY IN LTILSTY 1104RWIO 41 CONIMCTM'6 L,PEKI, CA ST TM CONTFACTOF AS DIRECTED " THE CITY,
]�j.TS PUE:C Li IE1LI TY AM PPOF&PT�I�.jAF�l(' 4!'FM_fFFl.l9[�
IN PIMKP KUCV UNITS M GLEN INSURANCE SMLL E AS FOLLOWS,
TIE AMUM OF CEMNAVE SMLL E NOT UBS TMN A SIKU UNIT OF 6800,000 FOR SMILY !KtFP :1CLLp INC DFATN AM
' PPQEP"DAPAGI PEP OCCUPPBMI. IN MCIT;CN, M IPSPILLA IKL"ACt CO PAGE LF MI LESS TMN &6,000,000 SMLL
E PADVIDSO. WIN IN OAEA AM &WOIN&EP ADDITIONAL MHSO INSUREDS. TIES& LIP176 SMLL ABLY TC LLFFFEMNF.:VT
CEN RAL UAWL17V INSURANCE AM VEKICU UANIUTT IKUMCS.
1
LmFDLNnetµ EtFFH,lQV%" t1Ar 071(ISFBSI PWSN IT
I,Il7.te CONTINUUB '
THE CONTRACTOP $HILL FUMLSH THE CITY WITH SATISFACTORY PWAF O CA44IAM OF THE INSURA•ME ECLIPEI'.
1_0'.Z7111 PUBL:C CONVENIENCE AM-WE" IAC ITIDML SECT1ONl '
THE CCMRMCTOM SMALL NOTIFY 0 MIL ALL PROPEIT' ONES ALONG THE CONSTRICTION AREA PRIOR TO CONSTRICTION. THE
ONIMLIOP SHALL NOTIFY A_L LOCAL PCLICF. TRANSIT. AM FIRE DEPARTMENTS SV HEEL PRIOR 70 CONSTRUCTION. OPENS
AM ADDRESSES WILL RF FURNISHM IN TOE OWNER. Y. .CMMCTOP SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A '
NINIPN OF THEE GAYS PRIOR TO CONSTW;CTI ON IN FRONT IF EACH PROPERTY.
', AM SIGNS IREPLACEftMT_jCTIDN) '
FLAGMEN, eRRICADFS, SIGNS AM TRAFFIC C(lNTAOL FU . " PIV Lk ;ryF 4 'C IN ^I'\ 7C e?A. "Ta _ 'N ti
WEFT ADOPT4 EDITION OF TM 'MAAURL ON L'N. '.A ' M NC CC .. VICIA'. %*"arc r •'¢ L. T. IOA 'MEN' I ,
TRANSPORTATION.
COPIES MY E PUFCMSK FROM THE HFERI REPENT OF DOCUPENTS, L. S. ODVEFUMEW PRINTING OFFICE. VAS INCTON, '
D.C.. M4W. THE CONTRACTOR SHALL IMPLBRENT THE TRAFFIC COVIROL PLANES) AFVEARINS 1N THE CONTRACT PLANS. AS
APPLICABLE. IF THE CONTRAMOR'S PUMA OF OFERATIDNS 16 1N CONFLICT WITH TYE CDNTMCT TRAFFIC CONTROL PLAN. HE
MY PROPOSE MR':PICATION OF THE TRAFFIC CONTROL PLAN m SMONINC TOP HECFSSAFY CDHOTNVITION $IGNS AM BARRICADES
EGUIPEC FOR THE PROJECT, AM SUBMIT IT TC THE EMGIkUP rOP APPROVAL IT LEAST TEh DAYS IN ADVANCE OF TM TIME ,
THE 6:6N6 VM BARRICADES WILL E REQUIRED.
THE GONNA CYCP SMALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS. BARRICADES. BOARDS. HUAOMEN , AM ECI:PMENT. '
CONSTRUCTION BAPNIhi. AID FIGHT LIGHTS IN CMEP TO PPVKT Ti PUBLIC AT A L TIMES FROM INJURY AS OF RESULT OF
HIS OPERATIONS ISEE N.U.T.C.O.). IF THE CONTRACTOR SMULD FAIL TO MAINTAIN SUFFICE NT UWS AM MNPICADEE, 1%
THE OFINIDM OF THE FME/KEEN, THE CITY SMALL MA TE RIGHT TO PROVIDE THOSE LIGI.. AM MMI'.,ACES AM CMICT
SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR, WOIB, SMALL E RESTRUCTURING, THE ORDER OF WOW MODIFIED, TH" HOLP6
OF FEW MODIFIED OR THE ECM MLT® ALTOETHER AT THE ENGINEER'S DISCRETION WHEN THE CNGINEEN FINDS SUCH A
COURSE ON COURSE$ OF ACTION MECESSARV TO PROTECT THE PUBLIC OR THE CONRMCTM'6 SAFETY. HEALTH. AM WELFARE
ALL SONS REMOVED SMALL E SALVAGED AND DELIVERED TC THE CITY YAM. ,
ALL COOS IN CCAECTIOI, WITH THE PROTECTION AM MOVEMENT OF VEHICULAR AM PEDESTRIAN TRAFFIC S,MLL IS COEICEAB
:M ICEMTAL TO THE RE INVOLVED 09 SMALL E INCLUDED IN THE LOW SIN PRICE ITEM "TNFF IC CONTROL' IF SUCH AN ,
ITEM IS IML ED IN TOE PROJECT,
TMKF:C MOVEMENT SHALL HOEIN E DSPIP I AS APPLYING TO BOTH VEECLLAP AM PEDESTRIAN TRAFFIC. THE ENGINEER ,
$HALL E THE CITY OF MENTCN PUBLIC 006 DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE E I.S. PROJECT ENSIHEER.
IN&MICRI AS USED THR0004W THIS VICIFICATIOM.
TOE FOLLOWING IF A SLMRAR/ OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPEMTIrM DO THIS PROJECT, BUT ,
DOES MT LIMIT OF CIMERSEDE OTHER REGULATION OF THE STANDARD SPECIFICATIONS,
1. TOE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOP STREETS AM NI$EMY6', AS WELL AS THE FECEML HIGHWAY
ACMINILYMT:ON IFIMAI 'TRAFFIC CWFIDL IN CONSTRUCTION AM MINTEMME IOIR ZOHEC TECHNICAL KKPT RAY ,
12Y7. SMALL E USM AS A GUIDELINE FOP THIS PROJECT.
B. AT I%E PRWECT Fall, CONSTRUCTION CONFERENCE THE CONTMCTCP $MALL DISCUSS HIS TRAFFIC CONTROL PUN AM '
Ut AIGI1A'k THE PERSON RESPONSIBLE POP TRAFFIC CONTROL AT THE WOW SITE. THE TCP SMLL INCLUDE DESCRIPTIONS
OF THk TAEF:C CONTROL METHODS AM DEVICES TO E OWED n THE PRIME CONTRACTOWSUROCONTRAC"AS AND WILL E
BLBLLCI IC 4EN:ElI AM APPROVAL BY THE fE1NEEP.
POW 11 BNot*w%at 6PKITICR IPA IMr 07/1"SI '
I1SJ.Hlt1�M:M6
3. DIA:N( ILL PhAEU W MKIKETICN. TRAFFIC MOVIVEN1 6MLL E MIMTAIfQ A6 HEAP NOMAL AS P06SIKE AM
KASCMSLE ACCESS HAINTA110 TO MOPEPTIFS ADJALAM TO IRA PISFT W MY LINE,
A, ALL TRAVELS POFUDNS OF POALWAY6 FILL E WEN TO TRAFFIC OUFIFC PEA IRAFFIC KAZOOS, f930 TO Nt30 A.P. AND
3100 tM 6100 P.P. OR AS DIPkCTtO h THE EN6IEEP.
ON OR SEFCM 1M FIM DAY IF WK AFFECIIAC TRAVELED ROADWAY, I" CONIRACTOP FILL E RIGL:PM TO RAVE THE
IWFIC UFTPOL ^EMCEE E all INWICTIt AEC APPFCVED EY ME ENGINEER AS TC LOWLIUCE 7ITN PLTCLiFEM
CiANDAME. NC FOIE SHAU 0 OOK OF DR ADJACENT TO THE FOMMY UNTIL ALL NECESSARY SIDS AEC TRAFFIC
COATPOL OEV:CES Aft IN PLACE,
6. KM SITE TRAFFIC CONTROL WILL E SUS,ACT It PEPIIO:C IMPECl Itt PY IFS ENEINEEPI TIE CONTFACIrS WILL E
PEOLINE TC TAKE TIMELY AM AFPP PRIATE KTIOP TO CORRECT COLITIMS THAT ARE L'HSKE OR CAUSING UNDUE DELAY
TC IWF:C MCVFWNT,
F. IF TM CVYPACTDN FAILS TO TAKE SUCH TIPELY AM APPROPIATE COMECTUK ACTION. INS ENGINEER CAN DMEF A STOP
TC FUPTMP bE U1EIL TM CONDITIOS ARE CLAPECTM, OR GIVEN CCMHKIIVt KTIJK TO U PEMCFNEL BY CTNNS
WIT" ALL CCST6 INCURRED IFEfEW DMICTED FRCP FAMPEM6 DUE CP COWING DUE T•t COMPACTOR,
THE CONTRACTW SHALL E REWCHFIFLF FCf FPCVIC INC KEOUATE F:A9L14. MRRICADES. LIGHTS ARC SIGNS FCA THE
fWECIION OF TFE NOW AND TM PUFLIC Al ALL T:MiS, AK THE CCMFA('�F AM K6 SIRETY SM.L E LIAGLE FCR
IFJLRIES ANC CANAMF It PENSCNS AEC FRWEPTN i FRERE;+ PY MASON W THE COMRACTOP'6 WIMTIONG OF ANY NEGLIGENCE
IN UMECTICN THEREIN.
' t�j�'LQI ODC CCMR[L IADQITIO�L EFCT10Nj
THE CONTMCTOA SHALL PROVIDE A PIPIPUN 1.500 GALLON CAPACITY MTEF TMOR WIT" A PPLS6I,PE SPRAY OYSTER DESIGNED
fDP rAEFI CLLANINC. THE LIMITS SHALL E CLEAFM OF OLET AND COPIES AT TNE. EM OF EACF WCPAIN6 DAY. IN
ADOITIM, THE CONTRACTOR SHALL PROVIDE SPPIWLING. AS NECESSARY. TO ALLEVIATE DUCT NUISANCE OR At. DIRECTED ST
TM ENGINEEF,
I I-0:.N P;g�T+. ,�MY fAOC ITIO'K StidlLDi
THE C:It SHALL. OFTAlk ALL EASEMENTS AM AUES REMISSION HECESSAFY TV THE CONSTPLCTICN W ALL IMPROVEMENTS
LUCATM ON PRIVATE PROPERTY AM PAY ALL COSTS It THE SAME. COPIES OF ALL EASEMENTS AM ACCESS PUPIS$:O. %lit
E FRLV:CM It THE CUNTM RA CIOF. THE CONTCTCP SHALL PERFORP ALL KW I% PRIVATE PPOKPIN IN EIFICI CCPPL:ANDE
WI7N THE TERNS AND CONDITIONS OF TM EASEMMS AND PISM-O-ACCESS COUNENTS.
1-00 F'IOKOUTIOF AND PMPEAS
S;.GR.2.4P4LFib3_,96!�YLL__1�115FvRFL6ESI1➢!i
11MMIATKV KILF DECMIJN AM DELIVERY M IRA CONTRACT, AND EIGM THE FIRST PARTIAL PAYMENT It FADE, TM
CLNTWTCA SHALL DELIVER 10 THE ENCIMEF AN UYIMTM CONSTRLCTICN RADON$$ SCHEDULE IN A FCAN M11MKiCfV 1V
114 ENS:NFFP. SHOWING THE PROPOGM DATES OF CONPEMENENT AND COPLETIO. O WN W IRA VAFIOLS PAY IIENS Of WOW
FfCLIPS LMEF THE CPMRACI DOCPEMS AM TM ANTICIPATE AMOUNT W EACN MOFIH.LY PAYNENT TMT W:LL *COPE OU It
THE COWMCTOP IN AMOMAME WITH THE PRUGPEU SCNR't Lt. TIE MWAACTM 61OLL ALEC FOWISH PEFICDIC ITEPIZED
ESTIMTES W RCM DOA FOP THE PURPOSE W 04:NC RAFTIAL PAYHENT6 THEREON. TM MST INDLRPED OA MAINS W ANY
OF TMSI SCNEELLFS WILL E USED CKY FOP DETt PPM:%C IW EAUS W PAr IAL PAYMENTS AM WILL NCI E COKICEALL AS
FIXING A OASIS FOP MOITION6 TO ON DMLCTIONS FRCP THE CONTRACT,
1
1
91II V"HtFi SAK+P¢A cL % TRAY 0?IIbb1 Pot. '-
SHOULD IT ECGPE EVIDENT AT AM TIME DURING CONSTRUCTION.THAT OPERATIONS VILL OP MAY FALL SKIM THE LIa ULF OF
`HIS F1.67 PROOMP, M CONTRACTOR SMALL. VA REQUEST, PM WTLY WMII REVILE MWEDULES IRA IMF SAME FEW AS '
WECrFIE MtRIN. SETTING OUT OPERATIONS, MSTNO%, AND EOUIPMEW. ADDED IASOP fORCtS ON WRING 6H1F!{. MINT
NEW. ITC.. ST WHICH THE LOP TIME WILL E MADE UP. AM CM90 WITH I E 106INEEP UNTIL AM NPMOVE MEIFIGTION
JF THE OPISIML ENEULE MS EEN SECURED. FURMEF, IF AT ANY TIME A MMTIOM OF TE AMPTE EDKEMLE IS FOLIO '
70 CONFLICT WITH THE CONTRACT PMOVISIOHE. iT SKILL UPON REQUEST E REVISE BY THE COMRACTON Alt 149 NCR SW.
E PERFORMED IN COMPLIANCE WITK THE CONTRACT PROVISIONS.
-AYMEATS OF ART FURTHER ESTIMATES TO THE C^NTWTCP AFTER SUCK REQUEST 12 MACE Apt UNTIL AM APWOVIO MOC:FISC '
SCHEILE HIRE KIN PROVIDED ST THE CONTRACTOR MAY E WITHHELD. O(EDUTIDM EF THE SOR ACCORDING TC THE ACCEPIM
XMEULE IF CONIETNUCTION CF AWWWO MODIFICATIONS TEEff. IS HERESY NADf AN OSLIGATION OF THE CCMW.CT.
1-05.7111 PlurcowPICTIOM CONFEEMk IHEN SECTION) '
Mlu TO TE START OF CONSTRUCTION. THE CONTRACTyM. SNSINUN. ALL SUSCOMRACTCW. UTILITY DEPARTMENT. MASI
AVSLIC UTILITY COMPANIES, AM OTHER INTINVID PMTIES SMALL ATTEND A PR[-COWALICTION CCIFEPEKE, WITH TIHf, '
PUCE. AE DATE TO E DETERMINE AFTER AWARD OF THE CDMTIMCT. SIIFOIENTLY. A REPFESENRATIVE OF THE CONTNN '
WILL ATTEND A EELY MWERICE TO REVIEW 1`11DOESS Alt DIED1I8 ANY PMO{LENS THAT MAY E INCURRED. THE TIME.
PUCE AND DATE OF TWEE WEEKLY NEETO" SMALL E ESTASLISN® AT 14 PWCONSTOUCTIOM CONFEMENCE. '
1_-2.4 PP=VTIDN OF NOW �FDS719M1.5ESllan
THE CONTRACTOR SMALL MOTIfY THE CIn OF ENTON AT LEAST AS HOURS PRIOR TO CONVOKING NOW. THE WE '
NCT:i2GTI0NS SKILL E PROVIDE TO ALL SENEACY EPVICU. SY DIALING Wt FROM A rHOME VITH A ENTON EXCKINU
TELEPHONE NAFEP, AM 7.4 EDHDOL DISTRICT )REM SOWING VITVIk A TOADMY MIGHT-OF -WAY. THE CONTPCTCR SKILL
ALSO NOTIFY PROPERTY COMERS ADJACENT TO IKE COkFMLCT:ON AREA. IEIGTING THE DURATION AM PROPOSED TIME OF ,
ACCESS CLDBURE T[ TEIP PNP MY.
L-DE.E TIME OF COPLETIU. IADOITIOMAL BECTICNI
REPLACE PARAEFAPH 1 VITNI
TIME CONTRACT TIME {KILL START TO DAYS FROM THE DATE IF THE LETTtP NOTIFYING THE CWr%ACTOP TO
RPM ED. THE SPECIAL PROVISIONS WILL STATE FE CONTRACT TIME IN SOWING DAYS. A SOR:MO DAY 15 ANY '
DAY NET CTHERMISE DEFINED HEEI% AS A NON FIRING DAV. A NON SOR:NO DAY IS DEFINED AS A SATURDAY,
SL CAV OR ECOCMI:E WIICAV ON A DAY ON WHICH THE CONTRACTOR 26 SPECIFICALLY PEOL:PED BY 04 CONTRACT
TO SUSPEND CCNSTRUCTICN
ALL DEFINITIONS OF RECOGNIZE HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE CELETED AM VC:C. ECOGN:ZEC WLICAI£
SKILL E AS FOLLDWSH
NEW YEAR'S DAY. LINCOU'S BIRTHDAY, VkWkUr Qk'S BIPTEDAY. M MWAL DAY. JULY A. LEER Do. VETERANS ,
DAY. TNANS561VINS AND THE DAY FOLLOWING. ANC CWISTWAS EVE AM CWIFTMS DAY. THE DAY WOE
CHRIS"" SMALL E A HOLICAT WHEN CRPISTVA6 DAY OCCURS ON A TUESAY OR FPIDAV. TIE DAY AFTER
CNAISTUNS SKILL E A HOLIDAY VEEN CMISTMAS DAY OCCURS ON A MCNDAY, W®NEEAY. ON TKUPMAV. VIEN '
CHAI6TMA5 DAY OCCURS ON A SATUEDAV. THE TIC PRECEDING 1CRIE CAVf SMALL E OBSERVED AS HOLIOAYE.
VMEN. LKISTNA6 DAY OCCURS ON A SUNRAY. THE ISO SOWING CAVE FOLIOW:MK SKILL H COURVED A6 HOLIDAY$.
'HE CCNTRACTOP 15 CNPECTIC TC CILISEMLY PMDSfCLRE FE VOR TO COMPLETION lM ALL PARRS AM EM PEFEM5. TE '
PROJECT SKILL E COMPLETED WITHIN THE TIME NOTED IN THE CALL FOP 9:06.
1
1
ipR N Wp;WwnbU tone�Il uVtenA IRA. CJH SEI '
TANA CONTAIN
PROVIDED. HOPEVFA. THAT THE CITY SMALL MAVE THE MI6W VON REQUEST O THE PUBLIC MONA DEPARTMENT, CITY OF
' RENTON. EA. TO INTEND THE TIRE OF COMPLETION OF SAIO WCOt. NO VIEW ION 6MA' EE VALID UNLESS THE SURE EE IN
WRTIWS An ALCOMP"Im IT THE WRITTEN CONENT TO SUCH 01"10N P THE SLPETI A THE 014 LF THE CONTAACTCP,
TIRE LUST IN PEPLAC,4 t*"q WON OR MATERIAL SMALL ACT FURNISH AM SFA ;RCS TO THE CONTRACTCA POP CLAIMING
AN 07E0410% OF TIME FOP THE COWUJI ON 6 THE WOIR. AND SMALL ACT RELEASE THE CONTRACiM FROM DAMAGE OP
LIAE:LITIES FOR FAILURE TO COMPLETE THE 1DAR WITH:N THE TIME REOU:PEC.
1-0Bd LSOUIDAT6 DAMAGE 51 AD'
I TICK- EFCAOMI
THE L:QUICATED OAMGE6 CC %CT INCLUDE, AID APE IN ACCITION TO. DAMAGES FROM COSTS FOR IN®ECTICA, SSFERVISION,
LEGAL EHPEWA, US) CDUFT COSTS :NCSOMEC BITCH[ CONTRACT CC14LET:ON LATE. THE COST HA EC
T OF ADD1130L :NSPTION AMC
SUPEPVI6ION SMALL t AN AMOUNT FOWL TC ACTUAL SALAM COST PLUS TOO PtPCEM FOP OWN".
1-01.11 OYERTINE NOW 11 LNNP ENPLCYEES LREW S CE TiGHI
WREN THE CONTRACTOR PEIFORN6 CONSTBCTION WOR CVER THE ACCEPTED p HOURS PE DAY OR 40 .OURS PER PEEP, OR CN ANY
CITY HOLIDAY, A40 THE SORB REBLIRES INSPECTION, TEH THE CONTRACTOR SMALL REIMk4U THE L11Y AT THE RATE OF SSG
PEP GAUP, THE Cl" GALL HAVE THE SOLE AUlHDA1TV IN DETERMINING THE WCESSITI OF ,HYING THE OVERTIRE
INJECTION, Aft SMALL NOTIFY THE COMTPACTOP OF ITS INTENT TO REOLIRE SAID I SPECTION. SAID COSTS VILL EE
OEDYCTID FROM NORM DUE TRE CONTRACTOR UN EACH V&ITHLY ESTIMATE,
' 1-DF.1G CONTRA[TOP'S PLANT AK EOL:RAM INtI SECTIONI
THE CONTMCTOP ALCM SMALL AT ALL TIMES Si AEEPONSSSLE FOP THE ADEQUACT. EFFICIENCY, AFC SUFFICIENCY O HMS AID
HIS SUEWMTRACTCR'S PLANT AMC EMIP NY. THE OMER SMALL MIKE THE RIGHT TO MARE USE OF THE CON7AACTOP'6 PLANT
INC EQUINENT IN THE PENDNUANCE OF AM RCN. ON THE SITE OF THE NEW.
THE LSE SI THE DUMP OF SUE. PLANT AFC EQUIPMENT SHALL SE COISICEREC AS EYTMA PCN ANC PAIL FOR ACCONCINGLY,
NEITHER THE URER HOP THE ENCIMEEP ASSUME AM RESPOASISIL:T, AT AM TIME, FOP THE SECURIT OF THE SITE FROM THE
TINE CONTRACTOR'S OPERATI OHS HAW CCAPENCEO UNTIL FINAL ACCEPTANCE OF THE WOW P THE M11*60 AHD THE OWNED,
THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS ADO1110MAL FENCING, GAMAICADES, AW WT HSEN SERVICE, AS HE MA
' MECESGAPI FOR THE PUBLIC NFM ANC FOP THE PROTECTION OF THE SITE AMC NUS PLANT AID EOLIPMEM. THE OOEA WILL
K PAFVICEE KEYS FOP ALL '[WED. SECUW AREAS.
' 1-99.13 ATTENTION TC EON_I NDI SkCT IGNj
THE COMPACTOR SMALL 91VE N16 PERSONAL A1TENT10N TO AM SMALL SUPERVISE THE RCN TL THE ENC THAT 11 SMALL N
POSECUTEC FAITHFULLY, AM WHEN HE IS NCT PERSONALLY PNSENT ON THE RCN. SITE, HE SHALL AT ALL PEASDMBLE 71 V*s
GE REPRESENTED P A COMPETENT SWEP1NTEHOEM UK F•"LL HAVE FULL AUTHORIT TO EYECUTt THE SATE. AMC TO SUPPLY
MATERIALS. TOOLE, AMC LAMP WITHOUT DELAY. AMC AC SMALL EE THIS LEGAL REPRESENTATIVE OF THE COMTPACTOP. THE
CONTRACTOR SMALL IS LIABLE FOP THE FAITHFUL OSSEPVANCE OF ANT 1NTAUCTIONE DELIVER® TC NIP 00 TC NIS NRHOM:2E0
REPS 5EMAT I VE.
' 1-01 WEAURRIMENT AID PAIRENT
1 OS.1 IAGCITIDNAL 6kLT1oNl
TIE CONTRACTOR WILL ■ RESPONSIBLE TO ASSUME THAT ALL CELIVEM TICKETS THAT ARE AtWIPED FOP THE PRFC6l OF
CALCULATING QUANT17IES FOP PAYMENT CA FOP VEPIFY:N Try OF FATPIAL APE RECEIVEC P THE ENGINEER AT THE TIME OF
MIKE- TM OREA 110 PAYMENT TC EE MADE,
A. I.T
PAIMEN1 PILL HOT IS AACE FOR DELIVEM TICKETS WIC. CO NOT SHOP "Pt OF MATERIAL, GK66 ME:4W. TAPE
RE:ONT. TPUCK WIMP. DATE. LETUA WPERE CENTIFICATION.AND INSPECTOR'S INITIALS.
up ~t.0 SP.F,hcAt,PHF I%. 01/1val FAG. 10
1 mNT IMUND
TALE CERTIFICATION SMALL If SUMITTC AS LAXLY IN M PPOJWT AS ROSSISIE. MCM IEI.RAT STATION SMALL
WIRTAIN A PECOM OF M !%,o NOUN. TDE, DATE. AID 0104 OF ALL -RUCK; PROVIDING MATERIAL TO TIE
PRO.IECT. THE LEIS'll LIST SMALL NS NAINTAIIM IN DIPUDATE WITH DIE SIGNE` COP' TMNM:TIC DAILY TO TNE
CITY RT M MALE AMIDART. IN ISOUTC CAFES MERE KALE WFIGAT IS 101 AVAILASLE. THE INSPECTOP SMALL
NEESLPE TNE TRIES VOLOAF.Alt CERTIFY AS TV ITS FULL LOAD DEU%RM.
3, FY Q'KP PEAKS
NET"M FDN MEASLPMEM AK PAYMENM FOP MATERIAL IDUDHT TO THE SITE MY ANY CMP NSAIE SILL E DETEIM:M&
FY COTFATOM.OMEN AGNESMENT BEFORE AMPS OF M CONTMCT.
t MA iEOPE OFPNY PE.N' ERGO:,I01Ml§({?jgCj
ALL COSTS AND DIPESSES FDA ITEMS OF NIRL. EDLIPIENT. OP MTEA:ALS. 1NDLIDIM 'ICTALJTICNS. ND! 1DERTIF:ED AS
EID ITENS IN THESE IFEEDFICAMNS SMALL WE :NDtCENTAL TO TK PM.ECT. NO Fd AMA!': PATENT G ANY Y;K WILL E
MACE FOR THEM IMCMENIAL 1110E.
PARTIAL PAYMENTS DN EFTIMATES NAY E NITMELD UNTIL A WAS PROGRESS CI®UL:. AS,DESCRIig IN SECTION 6, HAS
EEN MMIVW AND A►PNICVW. 1% M EVENT TINT ANY NNTENIAL OR WRIMANENIP DOES "Cl MEET M IEUWRGENTS ON I
SPECIFICATIONS. M CITY MANY MVE THE OPTION TO ACCMT SLCM MATERIAL M WDAMVISHIF IF M DIRECTM OF FMIC
K IW6 DEENS 6,CM ACC®TAILS TV d IN THE CST INTEPESI OF TM CITY. ►NOV:C D YM CITY MAY MECTIATi PA1'MEA1 6 A
.OKA UNIT PRICE FOS YID MATERIAL 09 WOMMANPIP.
AYMENT FOR PIPE INSTALLED 6MLL E NADF ON TIE FOLLOWING SCHEDELE ONE',
CM:TION IF PIPE INSTA„ED ?MU G RIP PRICE &lS.
PIPE IM6'ALLM AND NDT TESTED. BOAS
PIPE INSTALLED AND TESTED, 60.01
PIPE INSTALL➢, TESTED. Tit-INS
AND G.RVUES INSTALLED AND CLEAN-
d` COMPUTES. 100.0%
P-01 CLEARIM. WAMNS, AND RINGSIDE CLEAMIP ,
i.�_,s_5;.��!s�J�lB1L�Y_'3P'.+L c N 1PE�S1�LA181IDENEIrr sEc1IDN1
DELETE, •TNE CDMTMACTGI SMLL DISPM OF ALL DEBRIS M ONE OF TNE TMEE DISPOSAL
MET"M6 DESMIIED RICO.-
ADD: 'TNE CONrMACTCM SMALL COMPLY WITF ALL LANE AK RULES WVENNING THE
DITOUL OF DEBRIS AND CO161PUCT,CN MATEP:ALS IN APPROVED LAIC FILL."
2-01 Jill DISPOSAL METNED MC 1 - GPEN WAIINy - DELETE
1-01.]I j; DISPCYL METHED NO, F WRTICUEO SUMm - DELETE
Z-0t.E171 CIVOYL rmM NO. S - DKETS
1 A _.gIMOSAL METNED MD. A LAC FILLS IADDITIOMAL settlG.1
ALL OEMIS. MARE. &CEIE COMDTRUOTION INTEPIALLS AK CTNEF MISCELLANEOUS MATERIAL NOT SALVAGED M M GONE- OF '
TNE CMTMCTLF CA C:FPoSED G F ANDTKR APPROVE HETNC ARE TO SE FICOSEC OF AT A LANDFILL AP►ROND AND
LICENSED P T. APPFCPA!ATE GOVERNING ECY.
1
PAL. .S 6we"'NI SPK111CP1.Wr,M (NM. Viib'E`i
2-01,3141 ROADSIDE CLEPb2 - DELETt
2-01.1 PAYMENT !PARTS& REPLACEMENT SLCTIONI
OLUTL ITEM A
P-OQ REMOVAL OF BTRUMA ES AND OBSTRUCTIONS
E_-m".1.:: ALI.:VAL 6 PAVEMENT. 5:CL*aS �MQ DUPE
1 A001
S. WHEN AM AREA WHERE PAVEMENT HAS BEEN RFMCYED 16 TO E OPENED TO TRAFFIC BEFORE PAVEMENT FATCMIMG
HAS BEEN FINISHED, TEIPOAARV K .UU- H:1 AE"LT CONCRETE PAID SHALL E PEO.IPED. TEMPCWRV COLD
' MD PATCM,K SMALL E PLACED TC A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACRF:LLIN6 Alt
CCPACTIDN APE COM+LFYED AC BEFORE THE A:AND ILA OPENED TC 'AAFFIC,
2-C2.5 PIVIMNZ
ALL COSTS Rk.�RED TO THE RETOVAL CF STRUCTURES AMC DISTPCTIQME SHALL E CONSIDERED INCIDENT& TC Alt INCLUDED
IN THE UNIT CONTRACT PRICE OF CI ER P.D ITEMS UNLESS DESIGNATED AS A SPECIFIC 010 ITEM.
1-0 MOADYT EXCAVATION AND BMIILIlIII
2-03.1 DESCRIPTION i-APTIAL REPLACEMENT SECTION1
REPLACE PARAGRAPH 2 WITH,
THE WON INCLUDES THESE ITEMS UNUf SS THEY AM DESIGNAIED AS PAY ITEMS IN THE CONTRACT;
' 1.
2. SLOPE POUNCING
3. OXCAVATION OF STRUCTURES, DITCHES AMC CHANNELS.
A, REMOVAL OF UNSUITABLE MATERIALS.
5. REMOVAL OF PAVEMENT , SIDEWALKS, DPI@IAVS, CURB AM SUTTER, EXTRUDED CLASS, AND OTHER SIMILAR
SURFACE IMPROVEMENTS
1 JN kL3121 ROCF CLRS [PARTIAL PEPLACEENT SECTICNI
REPLACE PARAGRAPH I CONTROLLED SLASTING WITHM
aQ,TQ"LEV BLASTING - BEFORE BUSTING WILL BE APPROVED THE :ONNACTOP MUST DEMONSTRATE TO THE
' ENGINEER AND LOCAL POLICE AID FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED
BEFORE ANY BLASTING EGIRS, THE ENGIMEEA WILL EOUIE THE CONTRACTOR TO PROVIDE INFORMATION ON NOW
DRILLING. LOADING AND SHOOTING WILL BE ACCOMPLISHED, ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED
EXPLANATION OF WMAT PRECAUTION WILL BE FCLLOMEL IF BUSTING IN AN VPSAN OR RESIDENTIAL AREA,
Q-03.3itUE UEUITABLE FOUNDATION EXCAVATION IPEPLACEMEMT SECTIOMI
' WHEN SHOWN ON THE PLANSWREN CIF OR N SPECIFIED IN THE SPECIAL PAOVISIOME, UNSTABLE
NATLL GROUND SHALL BE EXCAVATE
PR100 TO THE PLACEMENT OF EPBANMENT 0%% THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PLAT, MUCF, SUMPY OR
UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE PATERIAI SMALL E OKCAVATFD BY THE CONTRACTOR AS
DIFECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL HEAPING ON SOLID GROUND.
MATERIALS EXCAVATED FROM THE AMWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION
EXCAVAT.0% UNLESS TE REMOVAL MUST E ACCOMPLISHED BY ORAGLIE OPERATION DP MY SPECIAL EXCAVATION METHODS
' PEOL:AING UIFFEEM EOLIPMENT FROF THAT USED FOP ROADWY EXCAVATION, IN WHICH CASE PEASUPEENT AMC PAYMENT AS
-UMLITASLE FO,MDATIDN EXCAVATION ON A PER CUBIC YARD BASIS WELL APPLY,
t
sw'"'tW1 BOWc 11CWHpM (RAY 07/15/65) PWOW tU
`;.-O.I.]1141F Q:SPI/CEMEM_ff W16L/TABLE FOUNDATION NATEPIf}d - OEIFTE
J&3.5 PAYMENT IPAMIAL PELACEMEM SECTIONI '
ADO TC BEGINNING OF PAMABEUPH I
'ALL MATERIAL UNITS CDWW IN THIS SECTION SMALL INCLUDE THE MAUL TO AND FROM THE JOB SITE AS PAM OF '
TMEIP UNIT PRICE.
MEPLACE PAIAGRAPM t ITEM t WITH,
'WHEN THE ENGINEER ORDERS EXCAVA110%2 FEET OR LESS BELOW SUK"E. UNIT CONTRACT PRICES FOP ROADWAY '
EXCAVATION AND HAUL SMALL APPLY, IF ME DMENS EXCAVATION MORE IF" 2 FEET BELOW SUBGRADE, TOOT PART
BELOW THE 24007 DEPTH SMALL BE PAID FOP AS PROVIO® FOP IN SECTION 2-C3.5[31 UNSUITABLE FOUNDATION
E CAVATION.' '
REPLACE TEXT OF ITEM 3 WITHH
OMSLITABLE FOUNDATION EXCAVATIOM. PER CUBIC YAM.
MEN THIS BID ITEM APPEARS IN THE BCNEDUEE OF PRICES. THE COMPACT PRICE PER CUBIC YAND SMALL E FULL '
COMPENSATION FOP EAAVATING. LOADING. PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL.
WHEN NO BID ITEM FOP 'UNSUITABLE FOUNDATION DCCAVATICM' APPEARS IN THE SCHEOLLE OF PPICEF, BUT AN ITEM '
FOR FOUNDATION MATERIAL CLASS A OR CLASS 5 APPEARS IN THE SCMEDLLE OF PRICES. THE PAYMENT SMALL E AS
SET FORTH IN SECTION 2-09.5.7.
WHEN NEITHER OF THE ASDYE ITEMS IS PROVIDED IN .HE COMPACT SUCH WORD AS MY E ORDERED 0 THE
ENGINEER SMALL E ACCOMPLISHED AS Dal WAR AHD PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1-04.4
REPLACE TEXT OF ITEN T WITHM
'ALL CAST FOR EMBARKMENT COMPACTION SMALL E INCIDENTAL TL 07MEP PAY ITEMS INVOLVED
FM MAUL
2_Q.4..i pAYMEM IRIELiCEREM 6ECTI,QEtj
ALL COSTS FOP THE HAULING OF MATERIAL TO, FROM OR ON THE JOP S',4 SMALL BE LOFEIDEFS' INCIDENTAL TO AND INCLUDE ,
IN THE LOUT COMPACT PRICE OF OTHER UNITS OF WORK.
2-05 BLOK TREATMENT '
PAYMENT I_HEPLACEPEM SECTION]
ALL COSTS FOP SLOPE TFLATMEM SMALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER ,
NITS OF WCHR.
2-0 PILCTVIE DIOAtVATION '
2-OS.T DESCPIMDCN ISUPPLFMENIAL SECTION)
THIS ER ALSO INCLUDES THE D CAVATION , HAUL AID DISPOSAL R ALL UNSUITABLE MATERIALS SUCH AS PEAT, REF, ,
SWAMP` CA UNDL:TABLE MATERIALS, INCLUDING BURIED LOGE AND PUMPS.
t'9B..,L11F KNOVAL OF IMBIFABLE EASE MATERIALS%CTIOM]
FEPLACE PARAGRAPH 2 WITNH
atAVEI BAOFILL FOP FOLEOATION MATERIAL SMALL BE CRUSHED OP PARTIALLY CRUSHED MATERIAL MEETING IMF
BEOUIPE)ENT6 IF SECTION 8-30.78 FOP GRADATION AND DWUTY. '
pMON IF SYPtAPRrt4t SpRc,ncNt+Pns (A4` 07/T5:051 ,
i rjjjj D CISPOGAL W EXCAVATEC MATEPIAL (PARTIAL REPLACEMENT SELTIC1
REPLACE THE SECCW AND THIRD PARAGRAPHS WITNM
THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOP LOWING AND
MAULING THE MATERIALS.
2-OB A MEASUREMENT [PARTIAL PEPLACEMENT SECTI2MI
MINIMUM TRENCH WIDTH POP PAYMENT SHALL BE 1 FOOT,
HER"CNTAI LIMIT FOP F!PELINES LA^GER THAN 42 INCHES, PIPE ARCHES MCRE THAN SD :NCHES IN SPAN, STRUCTURAL PLATE
PIPE, AM LTDEMPASS SMALL BE 1.5 FEET.
L M LIMITS FOR P:PE. THE BOTTOM OUTSIOE OF THE PIPE. OR THE BOTTOM OF THE REOUIPED BEDDING MATERIAL WILL SERVE
AS THE LOW A L:MI1 FOR MEASURING EXCAVATION. THE ENF:NEEP MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE $WE
DELOW GRACE.
DELETE THE LAST TWO PARAGRAPHS.
2-C9.5 PAYMENT (REPLACEMENT SECTIONI
WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FCLLOMSL
1. •STRUCTURE EXCAVATION CUSS A,"PEP CUBIC YARD.
2. "STRUCTURE EXCAVATION CLASS B.-PER CUBIC YARD.
tTHE UNIT COMPACT PRICE PEA CUBIL YAND FOR THE BID ITEM LISTED ABOVE SMALL BE FULL PAY FOR ALL LUCA,
MATERIALS, TOOLS, EQUIPMENT, AND PUMPING :NCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO
' EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC YARD FOR "STRICTURE
EXCAVATION CUSS A OR r SHALL APPLY. BUT :F THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE
ENGINEER REGL:PES. THE OWNER WDLL MY PAY FOP MATERIAL EXCAVATED FROM BELLOW THE REQUIRED ELEVATIONS.
IN THIS CASE, THE CONTRACTOR. AT HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OF OTHER
MATERIAL THE ENGINEER APPROVES.
WHEN "STRICTUA EXCAVATION CLASS Bs IS NOT INCLUDED IN THE 910 .TEMS THEN ALL EXCAVATION, AND ALL CAUL
APO DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS. TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REOLIPED
TO EXCAVATE TO LINE AND GRACE FOR AM PIPE. CULVERT OR CONDUIT SHALL BE C2MSIOEREO INCIDENTAL TO THE
PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADOIT:O AI PAYMENT SHALL BE MADE.
5. "SHORING AND CRIBBING OR EXTRA EXCAVATTON CLASS A......" LOP SUM.
THE LIMN SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR. MATERIALS, TOOLS, OD EQUIPMENT NEEDED TO
BUILD, OETA-EP. PUCE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING. CRIBS. COFFERDAM6 CA CAISSONS.
IF THE ENGINEER REQUIRES SHORING. CRIBS. COFFERDAMS, OR CAISSONS WHEN THE CONTRACT PROVIDES NO BID
:TENT FOP SUCH WORE. THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4, IF THE ENGINEER REQUIRES THE
CONTRACTOR TO BUILD SHORING OR CRIBS 09 EXTRA EXCAVATION CLASS A THAT EX' WE BELOW THE ELEVATION
SHUN ON THE PLANS. THE OWNER WILL PAY THE LIMP SUN PRICE AM NO MORE WHEN .HE EXTRA EXCAVATION DEPTH
DOES NOT EXCEED THREE FEET. FOR CEPTMS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS
' PAYMENT WILL BE AS PROVICED IN SECTION 1-04.4.
S. "GRAVEL BACUILLINTMI.'• PER TON,
THE UNIT CONTRACT PRICE PEP TON FCP THE RIM AND CUSS IF CRAVEL BACPFILL USED SHALL BE FULL PAY FOR
ALL LABOR, MATERIAL. TOOLS. AND EGUIPMENT USED.
' ��r.v•.�.a: SC.P`1•U[�Pns IRW, 12 CL'B51 PPG. 19
-09.E CONTINUE ,
�. •FOUNDATION MATERIAL CLASS A OP CLASS S. PER TON.
IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PUNS TO REMOVE USEABLE. OR UNSASLE, CA UMSL:TABLE '
MATERIAL 16 REWIRED n THE ENGINEER THEN ALL LABOR, NATERIAL, AM EOUIPENT RECLINED TO EXCAVATE,
LOX, HALL, Alp D'-POE IF SUCH MTERIAL. AK TO REDUCE THE MATERIAL WITH FOUNDATION MTERIAL CUSS A '
OR CLASS B SHALL E PAID IRA THE BID ITEM 'FOUNDATION MTERIAL CLASS A CA CUSS rlMCTICR 9-00.121ill,
PEP TON AND NG ADOITIDNAL PAYENT SHALL E PLACE.
2-11 TRIMMING AND CLLQW
-11.0 CVWTPUC-ION E62&ENTS IACOITIOML SECTION'
ADO TC PARAGRAPH 1, t
7. PEKVE TEES. SNAGS, OONN TIMED, U TLRHET 67UMP5, LADE ROCKS Alp SCLL➢EE. AM OTHER '
UNSIGHTLY NATTER OUTSIDE THE AREA 67MED FOR CLEAR1NC OR GRUBBING.
B. THIN TEES OR BA1EH AS EOUIRE BY THE ENGINEER.
B. FILL HOLES AM BMOCTH AID CWOUP THE GPOL,M. '
10. SHAPE THE ENDS OF CUTS APO FILLS TO FI7 ADJACENT TERRAIN AK TO ENHANCE THE AREA'S APPEARAME.
71. OBLITERATE AMEDONED ROADS AND RESNAPE THE AREAS TC HUM NATURALLY IOTA SURROUNDINGS.
a 04 ABPNALT COMETS MVBENT
5-9A.5 PAYEM_1PAPTIAL PEPLACEEHT SECTION]
ALL COST FPP THE :TEN 17 CRACK SEALING. 13 TE7PCAAM STRIPING, S /A RERCVIK TEMPORARY STPIP:MG &HALL BF e
CONSIDERED INCIDENTAL TO AM INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS CF TCgt.•
B-O6 CEMENT COMPETE PAVEMENT '
5-05.5 PAYMENT_LPAPTIAL NEPLACENEHT SECTION]
REPLACE ITEM 7 WITH,
1. -CEMENT COMPETE OPIVERA', PER SOLAE YAM '
7-01 DRUM
7-C'.4 MEASUREMENT JACV7?IQML RPTTIONI
ADD TC PAPABPAPH EM
'WEN THE CONTRACT DOES NOT INCLUDE '67RUCTLK BCAVATION CLASS 6' AND 'STRUCTURE EXCAVATION CLASS B IKUCINL ,
HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH TEE ITEMS SHALL E INCLUDED IN OTHER CONTRACT PAY ITEMS;
7-01 WLVENES '
7-02.2 MTEPIALS IACOITIOHAL SECTION]
ADD TC PARAGRAPH 1 H '
AVE PIPE B-05.1E
AVE PIPE: WERE VLA:H OR REINFORCED COMAETE, STEEL. OR ALLM:MP ARE REFERRED TC IN SECTION 7-02 /T SHALL E '
u DEPSTOED THAT REFERENCE I6 ALSO MORE TO PK.
:ASP 20 SNPLMNPtA 51H•nuncnA (PAr 070VS.1 '
' 792.3alc PLACING PVC P:PE [AMITIOMAL SECTION,
IN THE TRENCH, PRETAPB AS SPECIFIED IN SECTION 7-02,301 PK P:PE SHALL E LAID EGi NS/NG AT THE LOWER EM.
WITH THE ELL ENO UPGRADE. PER GRAVEL WILL E NEB EX ROM AS THE REDOING MATERIAL AK TENC F B" ELP THE BOTTOM
OF THE PIPE TO 6' ABOVE THE TOP OF THE PIPE. WHEN IT 16 NECESSARY TO CONNECT TO A STPUCTWE WITH A RIMS JCI T
A RUBBER GASKETS CONCRETE COLLAP WILL E USED AT THE POINT OF CONNECT:0N.
7-02.4 MFASIREMEM IPARTIAL REPLACEMENT SECTIONI
DEa11 LAST PARAGNMH
7-02.E PAVWNT IPARTIAL PFPLACEMEM SECTION]
' DELETE ITEMS 1 THFOLGh 20 AM REPLACE WITNI
1. ' • Stc.e drain papa POP L.F.
2, ; ' * DyrrVOataa StMI Arch Pipe par L.F.
3. " * ConNpAIM ALwbHr Arch Pipe per L,F.
e. 'Cc,,.t• CLaee C per C.Y.
5. • " Dlwtar Fbrad End Section Per Ea.
DELETE PARAGRAPHS 5 6 7
' 7-03 STRCTAVAL PLATE PIPE. PIPE AWN AWN. AM UMETPASS
7-03.* MEASUREMENT IPAPTIAL REPLACEMENT SECT[ N
Parepraph 5e PE➢LALF 'SECTION 2-09.A' WITH "SECTION 2-09.5"
' 7-03.5 PAYAEW [PARTIAL REPLACEMENT SECTION)
DELETE ITEMS IT. 12 ON 13
REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOF GRAVEL WCFF:LL FCP FCLNCATIDNS CLASS A OR CLASS 6
SMALL E PAID IN ACCORDANCE WITH SECTION 2-09.
' 7 Ua STOpL GIVER
7-04,2 NPTERIALS ISIPPtEMENTAL SL jjkkj
ADDt PVC SEEP PIPE 9-05.1:.
7-O4.31119 PIPE EDOING [SUPPLEMENTAL SECTICNI
ADD:
' PIPE BODING FOR PVC SMA PIPE SHALL COKIST OF PLA GRAVEL. IT SHALL E PLACED TC . CEPTM OF 6' OVER
AM 6" USER THE ETRTERIOR WALLS OF THE PIPE.
[PAFrrlkL PULACEKNr
' REPLACE PARAGRAPH 1t WITHH
SURVEY LIM AM OWE WILL E PRCVIDEI BY THE ENGINEER OR CDMRACTOR 1% A MAHNEP CONSISTENT Win
ACCEPTED PRACTICES AS THESE SPKIfICATICN6.
1 S�c'.arreu Sc.t+T¢nlona IRA. 07/15/251 Pep* 21
170.3.31 4QF;LLIM6 $100 SMP TREKK.S ISIPPLFMENTAL 6ECTIOSI ,
MO TO PARAULAFM 31 ,
PK PIE SMALL E JECDEC ANC. MCPSILUD RUN PEA GRAVEL IN ACCORDANCE WITH 7-04.311, B PH:Cr •C
1ACKFILUK THE PEA:WEF OF TOG TENCH.
MSASLROHEMT IPAF';AL PffLACEEPT SECTIONI ,
4PLACE PAFARLAH 4 W:TNM
SACALATION OF THE STOW SENA TEEN WILL E MEASUM A6 STRUCTLE EXCAVATION CLASS S CA 6TPLCILE ,
OLCAMTIDM CIA" S INCLUDING HAUL. AS SPECIFI& IN SECTION 2.09.
7-0A.E PAYMENT PARTIAL REPLACEPENT PECTIOW1
DELETE ITEM I nq)UGM E AID EPLACE RITNM ,
1. _. Stan A~ 01PA. PPr L.P.
2. CcH r9tW CUn C. par C.E. ,
WHEN NO BID :TEN "GRAVEL 1073FILL FOR PIPE BEDOINUP 16 INCLUDED IN THE EJ®yE OF PRICES, PIPE EDD1NG AS SHOWN
:% THE STAIDAR PLANE SMALL BE COMIOEPIN) INCIDENTAL TV THE PIPE AID ND ADDITIONAL PAYMENT SMALL E PROF.
PAYLACE PARAGRAPH 3 WITH:
TESTING GR STOW SEER PIPE IF EOU:EG BY THE ENGINEER SHALL E COMICEIE INCIDENTAL TO AND tMUD1D IN THE '
UNIT CONTRACT PP:CMS FOR OTHER ITEM.
7-0 MAJ00M. WAYS INLETS. ONBE 111.1711. AM CATCH SKIM t
-05.3111 ACJ645 :N4 MA MALES ANC CATCH SAS:N�TC RIME I6LPPLLMENTAL 9ECTID_NI
MDI r
is 'N1iNYE STPEETfi: 1AM1CLE6, CATCH M6iM AID 63MI4R 6TRICTUEb IN AREAS 1C E 611FM® N17N CRUSHED
POOR OF RAVEL SMALL MECONSTRUCT® TO / KIM1 APPPOLIMATEIV EIGHT INCHES BELOW THEMAMSUBGRE A
COVERED WITH A TEINCWRY WOOD COVEF. EXISTING MANHOLES SMALL BE CUT GR< ANC CCVER6 IN A SIMILAR '
AEEP. THE CONTRACTOR SMALL CAREFULLY PIFEEWE EACH MANHOLE SC THAT THEY PAY E EASILY FOUND UPON
COMPLETION OF THE STREET NOW.
KTET PLACING THE GRAVEL OR CNLEHEL STORE SINFM:PAS, THE MANHOLES AID MANHOLE CASTINGS SMALL E '
CLr6'a.CTED TO THE FIMISNED BADE OF TIC IOADMY SURFACE. EXCAVATION NECESSARY FOR MINGLNG MANHOLES
1C MACE SHALL CEMEP ASOLT THE N AMLF AND BE HELD TO THE HIM" AEA MLESSAIN. Y.T THE COMPLETION ,
OF THE MRMCU ADJUSTMENT, THE KID ANDAO THE MANHOLE SMALL E S/CAFILLED WITH MATEPIALS "IC" RESULT
IN TE SECTION RECLINED ON THE TYPICAL ROAD MY SECTION, AM E THOROUGHLY COMPACTED. WHERE
93TUP:NDGS SURFACE TEATIEXI I6 TO BE PLACSO. THE ARMHOLE CASTINGS SHALL E INSTALLED 'RON 1/2 INCH TO
OE INCH MS`EF THAN THE ROADMY SUFACE, AS THE LKIKFR MAY DIRECT.
IN CEMENT CONCRETE PA]EENT M WHOLES. CATCH BASING AMC SIMILAR STRUCTUE6 SHALL BE MOETRNCTED ANC
AO LISTED 1N THE LOPE AOEP AS OLTLIMED ABOVE SPOUT THAT THE FINAL ADJUMI ENT SMALL BE HAVE AMC CAST ,
IRON %APE BE E_T AFTER FORMS HAVE MEN PLACED ANC CHECKED. IN PLACING THE CONCRETE PAYMENT, EXTREME
CAE SMALL E TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY MY.
IN A3FHALT COKKTE PAVENEW ANHCLES SMALL NO E ADJUSTED UTIL THE PAVEMENT 16 COPLETED. AT WHICH '
TIME THE DUMP GR EACH AHMLE SMALL E CAREFULLY EDUCATED FROM RffUCKCS NEYIOLSLY trABLISH6 IR
THE CDMTACTOR. THE PAVEMENT SHALL A CUT IN A RESTRICTED AEA AD MBE MATERIAL E EMOV® TV PEW.T
PEMOVAL OF TEE COVED. THE MAR KLE SMALL THEN E BROUGHT TC PROPER WADE UT:-]IMF THE SAME METHODS OF '
COWPLDTICN AS FOR THE MAAMLE ITSSLF.
PA6M 22 SMPLarrwU 6PAT'flaAtic'. (PAY 07/15/EI '
' �-05.3i 1' CON'IAJD
THE CAST IRON FRAME GHALL E PV lti ON THE CONCRETE SLOO.E AM 0000 UP TO THE OWNED GRADE. THE
' ASPHALT CONCRETE PAVEMENT SMALL BE CUT Alt PEMCVED TO A PEAT CIRCLE. THE DIAMETER OF WHICH SHALL BE
EQUAL TO THE OUTSIDE DIAMETER OF THE CA67 IRON FRAME PLUS TWO FEET. THE MBE MATERIALS Alt C14LHED
RfCW SHALL E REMOVED APO CLASS 513/41 CONCAVE SHALL E PLACED 60 THAT THE ENTIRE VOLUME SP THE
OCCAVATIOM 16 REPLAN LP TD WITHlh BUT NOT TO EXCEED 1 1/'¢ INCHES OF THE FINISHED PAVEMENT SUMACE.
GN THE FOLLOWING DAY THE CONCRETE , EDGE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF
THE CASTING SHALL E PAINTED WITH ET ASPHALT CEMENT. ASPHALT CONCRETE SMALL THEN E PLACED ANC
COMPACTED WITH NAND TAMPERS ANC A PATCHING MOLLER. ASPHALT CONCAVE WILL E ►A:D FCR AS • ASPHALT
COMPETE PAVEMENT, CLASS 8 INCUDING PAVING ASPHALT PEP TOM. THE COMFIF`E PATCH SMALL MATCH THE
DIETING PAVED SURFACE FOP TEXTURE, DENSITY. AIM UNIFORMITY OF GRADE. THE JCINT BETWEEN THE PATCH ANC
THE DIETING PAVEMENT SHALL THEN BE CAREFULLY PAINTED WITH ET ASPHALT CEMENT CA ASPHALT EMULCION ANC
' SMALL E IMPEDIATELY COVERED WITH DRY PAVING LAID BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE
THRCA! OF THE MANHOLE SMALL BE THOOUIMLY MORTARED ANC PLASTERED.
ADJUSTER RF INLETS THE FINAL AUGMENT ANC GRADE OF CAST IRON FRAYSS FOR NEW APO OLD INLETS TO BE
' ADJUSTED TO GRADE WILL E ESTABLISHED FROM THE FORMS OR ACJACENT PAVEMENT SURFACES. THE FINAL
ADJUETENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR RUMP TO THE ABOVE FCC MANHOLES. ON
ASPHALT COMPETE PAVING PROJECTS USING CURB AID GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAYS
' POT EMBEDDEC IN THE GUTTER SECTION SMALL E SOLIDLY EMBEDDED IN COMPETE ALSO. THE CONCRETE SHALL
EXTEND A MINIMUM OF SIN INCHES SEVOD THE EDGE OF THE CARE ANC SHALL E LET 1 1/8 INCHES BELOW THE
TOP OF THE FRAME 60 THAT THE HEAPING COURSE E ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST INCH
FRAME. THE DIKING mRCRETE PAVEMENT ANC EDGE OF THE CASING SHALL SE PAINTED WITH HOT ASPHALT
t CEMENT. ADJu STMEMTS IA THE INLET STPUTUNE SMALL E CONSTRUCTED IN THE SAE MANNER AHD R THE SANE
MATERIAL AS THAT BEOUIPED FOP MR INLETS. THE INSIDE OF THE INLETS SHALL E MORTARED ANC PLASTERED.
MONUMENTS APO CAST IRON. FRAME ANC COVER MONUMENTS ANC MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN
THE SAME MANNER AS FOR MANHOLES.
' VALVE M CASTINGS ADJUSTMENTS OF VALVE BUM CASTINGS SHALL E RACE IN THE SAME MANNER AS FOP RANKLES.
7-05.4 MEASUREMENT IPAPTIAL REPLACEMENT SECTION[
REPLACE PARAGRAPH 1 WITH
MANHOLES AM CATCH &SINS WILL BE MEASURED PEP EACH FCP THE FIRST 10 AS MEASURE FROM FINISHED RIM
ELEVATION. ALL DEPTH SAUTER THAN 10' WILL BE PAID AS EXTRA DEPTH MAAHCLrS _'. OR EXTRA DEPTH CATCH
SKEINS. TYPE _,_'I PEP VERTICAL FOCI
REPLACE PARAGRAPH AR WITNi
STRUCTURE EXCAVATION CLASS 8 ANC STPACTUPF EXCAVATION CLASS S. INCUDING HAUL WILL BE MEASURED AS
' SPECIFIED IN SECTION 2-09.
7-05.5 PAYMENT [PARTIAL REPLACEMENT SECTION:
DELETE ITEMS 1 THROUGH 10 ANC REPLACE WITH:
1. "SLMCF.Y t lheke._ , Pal SMKH
G. "ExtrR CPp th Marmots,_", per V.F.
3. "CPtcn BPP,n TYPW_._. '. Per PKh
{. 'CRtCH BWFin Type_,_'. MItMVT CKGH, 0Ir PNN
5. "Extra Depth Catch NFm_', per V.E.
' 6, eAdjVRt Menheb'. RRr Path
7. 'Adjust Catch WeNh'. per Rih
B. 'Adjust VRIYPe'. per eph
8. "AdJCet Momerent W". Per each
' DELETE PARAGRAPH A
1
swomWntok SpK 1lMeetinHe IPA. 07/16/851 Pape E3
1-08 PIPE AND FITTINE FOR NATO KUNS '
'_09.2 INTERSALS IPAREIAL PEPjACEMENT 5ECT10N1
IEPLACE PARAGRAPH 1 WITM '
MATEPIA:S SMALL MEET THE EOL:RE.ENTS OF THE FOLLOWING SECTIONS:
PPpo 0-30.1 ,
Ouch to Ire, Pips 8-30.1A
F, t%np 9-30.2
Ouctito Iron Pips 8-30.2A '
Ptosttc FPLD WISP 9-30.8
Truer Tape 8-30.8
7-10 TMCH in. s®OIWSr AID SAW ILL FDIC WATER ]MAIMED '
7-1C.'1D718 EXTRA EXCAVATION IPAPTIAL REPLACEMENT SECTION] '
REPLACE PARAGRAPM A WITH%
MEASUREMENT OF 'BANK RUM GRAVEL FOR TENCH SACFFILL' WILL SE BY THE TOM. '
7-10 1021 PEMCVAL AID RE LACEMEM OF EXTRA EXCAVATION LPARTIAL REPLACEMENT SECT{ON] - OE.ETE
'-tC t[031 REMOVAL AMC REPLACEMENT OF UNBLITASLE MIERIAL IPAPTIAL PEPLACEMEM SECTION]
REPLACE PARAGRAPH 1 WITH%
PAYMENT FOR 'REMOVAL AMC PFPLACEMENT OF UNSUITABL: MATERIAL' WILL BE CONSIOEREr INCICEMAL TC OTHER BID
ITEMS AMC NC FUPTEP COMPENSATION WILL SE MACE. ,
_1C A[CA] BAH« RUN IBAVEL FOP TENCH BACAFILL [PARTIAL PEPLACEMENT SECTIONI
REPLACE PARAGRAPN 1 WITH% ,
PAYMENT WILL E FLADE AT THE UNIT CONTRACT PRICE PER TON FOR 'BANK RLM WAVEL FOR TRENCH BAMFILL' WHICH
PRICE SMALL E FULL COMPENSATION FOR EXCAVATING. FURNISHING. HAULING. PLACING AMC COMPACTING THE MATEPIAL IN
THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS APO UNUSABLE MATERIAL '
EXCAVATED FROM THE TENCN.
7-iC.5[051 FOUNDATION MATERIAL EADD1710ML BEL710%] ,
PAYMENT WILL E MADE AT THE UNIT CONTRACT PRICE PER TON FOP 'FOUNDATION MATERIAL' WHICH PRICE SMALL E FULL
COiMPENSATION FOP EXCAVATING AMC DISPOSING OF THE UNSUITABLE MATERIAL. APO REPLACING WITH THE APPPOPPIATE
EOUDATION MATEPIAL PER SECTION 6-3C.79I1i ,
711 PIPE INSTALLATION FOR WATER MAIMS '
7_11.3I061 LAVING OLCTILE IRON PIPE WITH POLYETMTLFE ENCASEMENT ISUPPLENEMAL SECTUONI
THE POLYETHYtEE ENCASEMEM SMALL AJO E INSTALLED ON ALL APPUPTEMNCES. SUCH AS PIPE LATERALS. COUPLINGS. '
FITTINW. AM VALVES, IN ACCORDANCE WITH SECTION 4-5 SF ANSI 21.5 DR ANNA C10.
-11.3[091A COAAECTIORS TO EXISTING MAINS ]PARTIAL REPLACEMENT SELT SON] '
MD TC EGIANING OF PARAGRAPH 21
C'n FONCEE WILL MARE ALL CONNECTIONS TC EXISTING MAINS. THE CCNTRALTCP WILL PROVIDE ALL PAPTS AND E
PE7Et4G:BLL FOP EXCAVATING AM BACUILLING THE TENCH. ,
°Nye 2s BMptorntAl Spsc Hicot.ans ERSV 07/1b'BSl '
L-1?.Bi4Si�.�.NTIFIFD
IF FOP WHATEVER REASON THE ENGINEER DECIDES THAT CITY fOPCEE WILL NOT WAKE THE CONNECTION TO THE DtIMING MAIN
' THE VVN7RACTOP WILL MAKE THE CONNECTION UNDER THE SIPEPVISICN OF THE ENGINEER AND PROCEED AS FOLLOI15N
DELETE PARAGRAPH 7
7-11 3I111 MYCPOSTATIC PRESSURE TEST (REPLACEMENT SECTIOBI
ALL RATER MAINS AND ePUFTEMNLES SMALL BE TESTED UNDER A HRDR06TATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF
' THAT ENDER WHICH THEY WILL OPERATE, IN NO CASE SMALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PAPS.
CURES. PLUQF MOLES. CORPORATION STOPS, MISCELLANEOU6 MOSE APO PIPING, AND DTRER EQUIPMENT NECESSARY FOP
K FKFPlNG THE TEST SMALL BE FURNISHED AID OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED
SLFFICIERTLY TO PREVENT MOVEMENT OF THE PIPE UMEP PRESSURE. ALL THRUST BLOCKS SMALL BE IN PLACE APO
SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING 15 MCI PEOUIPM, THE
CONTRACTOR SMALL FURNISH AND INSTALL TEMPORAPY BLOCWIMG AND REMOVE :7 AFTER TESTING.
THE NAIVE SMALL BE FILLED WITH WATER AND ALLONSD TO STAND UIOEP PRESSURE FOP A MINIMUM OF 24 HOURS TO ALLOW THE
ESCAPE OF AIR A10/09 ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER RILL FURNISH THE WATER NECESSARY
TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME G DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE
FOR NORMAL SYSTEM OPERATION.
ALLOWABLE LEAKAGE PEP 1900 FT. OF PIPELINEA - OPH
ftli"l PICW CgNe ler - InDMA
6 B 10 12 16 20 24
' A P 450 0.95 1.27 1.59 1.91 2.55 3.19 3.B2
V T F ACC 0.90 '.20 1.50 1JG 2.E0 3.00 3.60
E E E P 350 0.64 1.1 1.40 1.69 P.25 2.61 3.27
' D S 6 S 275 0.76 1.01 1.24 1,49 1.99 2.40 2.99
A T 6 1 250 0.71 0.95 1.19 1.42 1.90 2.37 2.B5
G U 225 D.BB 0.90 1.13 1.35 1.60 2.25 2.70
' E R 200 0.64 0.65 1.06 1.26 1.70 2.12 2.55
E
-IF THE PIPELINE UDEP TEST CGNTAING SECTIONS OF VARIOUS 01 METERS, THE ALLOWA6LF LEAKAGE
WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOP THOSE DIAMETERS OF PRESSURES
"Cl LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS.
IGAUGES USE IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOP ACCURACY AT A LABORATCFY BY THE OWIEP.
A VISIBLE LEAKAGE DETECTED SMALL BE CORRECTED 3Y THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF
THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. 6I0M1D THE TEST SECTION FAIL TO MEET THE 0RE56URE TEST SUCCESSFULLY AS
SPECIFIED. THE CONTRA[TOP SMALL. AT HIS Oft EXPENSE. LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE.
ALL TESTS SHALL BE MADE WITH THE HYDRANT AUKILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE MYCRAMT VALVE.
' AFTEP THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN ANC FELIFVIMG THE
PPFSSURE EEVCND. THIS TEST OF THE GTE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON,
THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SMALL VEP:FY THAT THE
PRESSURE OIFFEREMIAL ACROSS THE VALVE DOES NOT FXCEED THE RATIO WORKING PRESSURE IF THE VALVC,
SECTIONS TO BE TESTED SHALL MORALLY It LIMITED TO 1,500 FEET. THE OWNER MY REQUIRE THAT THE FIRST SECTION OF
PIPE, NOT LESS THAN 1.000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CAERE, SE TESTED IN ORDER TC
QUALIFY THE CREW AND/CP THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MOAE THAN AN ADO:TICML 1,000 FEET
UNTIL THE FIRST SECTION SMALL HAVE BEE% TESTED SUCCESSFULLY.
SuouMH=:At SDK�hue.am IRMY 07115,851 Post BE
1-11,31111 DOMT IIALD
PNICR TO CALLING OUT THE OWEP TC WITNESS THE PRESSURE TEST, THE CONTAACTOP SMALL HAVE ALL EQUIPMENT SET OP
_OMFLETELY READY FOP OPERATION AND SMALL HAVE GICCESSFLL0 PERFORMED THE TEST TO ABBUE THAT THE PIPE IS IN A
3ATISFACTORV COMI"ON.
SEFCE APPLYING THE SPECIFIED TEST PT.ESSUIE. AIR SMALL BE EXPELLED COMPLETELY FROM TWE PIPE. VALVES AM
-YORANT6. IF PERMANENT AIR AWF ARE MOT LOCATED AT ALL NISH POINTS, THE CORMCTOP SMALL INSTALL CORONATION
.oCKS AT SUCH POINTS 60 THAT THE AIH CAN E EXPELLED A6 THE LINE IS FILL$ WITH MTEP• AFTER ALL THE AIR HAS
BEM EXPELLED, THE CORPORATION COCKS SMALL E CLOSED AM THE TEST PRESSURE APPLIED. AT TIE CDMWSION OF THE
-F.ESSUPE TEST. THE CCRORATION COCKS SMALL BE REMOVED AND PLUGGED.
'HE TEST SHALL K ACCOMPLISHED BY PUMPING THE RUIN VP THE REQUIRED PREFSUPEU STOP THE PIMP FDA A MINIMUM OF IS-
:MUTES UP TC A MAXIMUM U BO MINUTES AS DIRECTED BY THE ONEP. AM THEM PUMP THE MAIN LIP TO THE TEST PRESSURE 1
-GAIN. DUPING THE TEST, THE SECIIDN BEING TESTED WU BE OBSERVED TC DETECT ANY VISIBLE LEM.AGE. A CLEAN
-CMAINEP SMALL E USED FOR HOLDING RATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED, THIS MAKEM MTEP
SHALL BE STERILIZED By THE ADDITIDN OP CHLORINE TO A CONCEMNATICh OP SO PE/L. '
THE QUANTITY OF MTEP REQUIRED TC RESTORE THE INITIAL MVORDSTATIC PRESSURE SMALL E ACCURATELY DETERMINED BY
EITHER IL PIMPING FROM AN OPEN CONTAINER O SUITABLE SIZE SUCH THAT ACCURATE VOLUME RFASURBENTS CAN E RACE BY
,HE AHED on, 21 MY PUMPING THROUGH A POSITIVE DISPLACEMENT MTEP METER PZTN A SHEEP UNIT HARE REGISTERING ONE '
:ALLOH PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OMEN.
ACCEPTABILITN OP THE TEST WILL BE DETERMINED R TWO FACTORS, AS FOLLONEN
I. THE M ANTZ" OF MTEP LOST FROM SHE MAIN SHALL OCT EtCEEO THE NUMBER O SALLMS PER HOLM AS LISTED IN THE
FOLLAING TABLE.
�. THE LONE IN PRESSURE SMALL NUT EXCEED 1 PSI PER MINUTE DUPING THE TEST PERIOD. '
7-11 3112) DECNL.RIMTSON ISUPPLEMENTAL SECTZONI
26CNLORIMTION OF ALL WATER USED FOP U161WECTION SMALL BE ACCOMPLISHED IN ACCORDANCE PITH TNT CITVS STANDARD
:ETAIL INCLUDED IN THIS DOCUMENT. MTEP CORAIMING CHURIE RESIDUALS SHALL NOT BE DIROSED IRO THE STORM
3PAima SYS70 OP AM' MTERMAY, '
I-11,31121 CONDRCTE THRUST SIOCIING IROPLACEMENT SECTION)
PROVIDE COMPETE BLOCKING AT ALL FITTINGS AM HORIZONTAL OP VEPTICAL ANGLE POINTS. CONFORM TC THE MAMAM '
'FTAIL FOP ENERAL BLJCKIE HEREIN AND THE ARM STANDARD DETAILS FOP VERTICAL BLO:%$. ALL FITTINGS TC BE
BLOCKED SMALL BE WRAPPED WITH 4-MIL POLYETM'LEE PLASTIC. COMPETE BLOCKING SMALL BE PADPEPLY FORMED WITH
PLYVM CA CTEK ACCEPTABLE FURRING MATERIALS AND SMALL NOT BE POURED AROUND JCIMTS. THE FORK SMALL BE ,
STRIPPED PRIOR To BAUPILUN6. SHAOtLE ADDS, WERE FEOUIRM, SMALL BE INSTALLED WITH THE USF OF 6HAOLE LUGS.
ALL SHACKLE REDS SMALL BE GALVANIZED OR COATED WITH TWO COATS OF ASPHALT VARNISH.
)ME VALVES FOR NATO MAIMS ,
I-12 2 MATERIALS (SUPPLENTAL SECT10N1
VALVED SMALL BE CESI6MED FOF A MINIMUM MTEP OPERATING PRESSIPE OF 200 PSI. SATE VALVES SHALL BE 100 UST 14.
MUELLEP CONPAM ND. A-2300. PACIFIC STATES, U.S. METROOLITAN. KENNEY. ON M L H,
4PPPOVAL OF VALVES OTHEP TMAN MODELS SPECIFIED SMALL BE OBTAINED "ICA TC Olt OPENING.
1
I
PApe 26 SuPMRWAH. ok SPPCR T1cAt rons IWr O7/1 Si MGl ,
' 7-lia CONTINU3
ALL GATE VALVES LESS THAN 12- IN DIAMETER SHALL INCLUDE AN S' • 24' CAST IRON GATE VALVE IRA ADD DTENS/dir AS
' PEOLIPID. ALL 12' OIMIETEP AID LARGER GATE VALVES SHALL BE INSTALLS IN A VAULT. SEE MTER STANDARD DETAIL FOR
12' GATE VALVE ASSEMBLY VAULT Aft 1' BYPASS INSTALLATION.
7-14 MYEIAOR
7-14 '011 SETTING HYCRANTS IAOO'TIOML ECtyQ�ij
' HYDRANTS SMALL E INSTALLED IN ACCORDANCE WITH AEIM EECIFICATIDUS 60o-77, SECTIONS 3.7 AR[ 3.8.1 AID THE MTER
STANDARD DETAILS. WDRANT AND DAARD POSTS SHLALL E PAINTED IN ACCORDANCE MITI THE WATER STANDARD DETAIL. WON
' COIIPLETSON OF THE AP6IECT, ALL FINE MMONTS SHALL E PAINT® TO THE CITY OF ENTCM SPECIFICATIONS ARD SUAM
POSTS PAINTED RMITE. FIRE HYDRANTS SHALL E OF SUCH LENGTH AS TO E SuITABLE FOP INSTALLATION MIT" CCNNECTIOMS
TO S., B' ANO 1O' PIPING IN TRENCHES 3 - 1/2 FEET CEED UTAESS CTKMTSE SPECIFIED. THE HYDRANT SHALL E
DESIGNED FOP A 4-1/2 FOCI BURIAL WHERE 12- AND LARGER PIPE 1S SHOW UNLESS CTHEPW.SE ACTED M THE PLAN.
' 7-14 3LO21 WCNMT COMAE TIDME IAMIYIDML SECTIOMI
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE IMR N FLI, B' GATE VALVE NFL I ILi!. B' C.I. SKCL (PE Y PEI 5'
M.V.O. FIRE WDAANT NI, CONSECTIONI, B' . 24' CAST IMON VALVE SOD, AND 3/4 :NCH SHACKLE M WITH ACCESNSP:ES AND
TLO CORDPSTE GUAR` POSTS. PAINT SHACKLE REDS AS SPECIFIED IN SECTION 74.2.13.
uaRESETTING EXS TINO HV;AANTJ IPAPTIAL PEPLIXKNT SECT30F1
MEPLACE PARAGRAPH 2 WITH:
' THE METHOD E MANESS:NG THE HYDRANT SHALL E CFTEW-. U P THE COIC:T30N6 FCLR :% THE
FIELD AND SHALL E RESMACNLEr AND PEEIOCKED AS CIPR'NQ ON THE ENGINEER.
7-14 51011 NYCRANT ASSEMBLY IIWELEMENTAL SECTIONN
' THE UNIT CONTRACT PRICE HEM EACH FOR -WCRAN'T ASSEMBLY COMPLETE' SMALL E THE SAME AS 'HYDRANT ASSEMBLY' EXCEPT
THAT THE 6-INCH OLCl1LE IRON PIPE CCMAECTIMG THE HYDRANT TC THE MAIN SHALL E INCLUDED IF THE UNIT CONTRACT
' PRICE FOP 'HNORANT ASSEMBLY COMPLETE'.
1-14 S1021 NETTING-ly HnORANT ISLPR'LMENTAL SECTION]
BLOCKING SHALL ALSC E INCLUDED AS AN IMCICENTAL ITEM To -RESETTING EXISTING HVORMIS'.
7-14,510 1 MCYINC P'ST'NG HYLMMS IGWPLEMEMAL SECT10M,j
BLOCKING SHALL ALSC E INCLUDED AS AN INCIOENTAL ITEM TO -MOVING EXISTINS MYCRANTS'
' 7-15 SERVICE CONEC71016
7-1,j LCKIP4719h CETAILS 1PWNAY0EM SECTLON1
REDUCE 1.L SENTENCE FARAGRAPH 5 WITH'
FIPE MATERIALS USE. TC EXTEND CA EPUCE EXISTING NPTEP SEPVICE LINES SHALL E COPPEP,
' Gk VAAIZM OF DUCTILL 100% PIPE.
SERVICE LINE CONNECTION TO THE NEW MIN WILL COWCAA, TC TM SANDAR PUNS OF THE CITY E RENTCN IGURD HEREIN AS
APPUCALE. THE ENGINEER WILL INDICATE THE LQJTION FOR THE 705 UK THE NEW MIN FOR EACH SEPVICE TC E
tCOFWECIE.
' PSG* 27
src N.,.:.. sPPLMnunon. IP.Y mnvesl
THE CONTRACTOR WILL DIRECT TAP WSM FOP 3/4• SERVICE. THE CUNTINCTCP WILL USE COPPER TLBIN6, TYPE A. SOFT FOP ,
1,A• KnICES.
'VPE It CONNECTIDNE TO 011671M COPPER SERVICES WILL E WADE SITE FLARE TYPE. TWEE PART (MICA COLPUN6.
TPI ::, OEM EXISTING GALVANIZED SERVICES EXIST. THEY SHALL E AEPLACBO WITH ANEW COPPER PIPE SERVICE TC TFE '
=PMSn LINE, tOVERS SHALL E LOCATED IN PLANTER STRIP ETWEEN SIDEWALK AND CUM).
-YPE :11, "RE FLILFE STLB SERUCES GIPLL E INSTALLED THEY SHALL E IMOTALLED AS ABOVE. TO Tit PTDPEPT UM '
NITN A META SM (LESS 3/4 PETER). A SOUL CCRE ThMAM SPACER THE LENGTH 6 A MTEP SMALL E INSTALLED] IH
P40 OF THE METER,
7-i7 fA1DTAPY SflEK
7-17.2 RATEAIAL IPARTIAL PBLACEKFT 5ECTIOPI '
IN PARAGRAPH 1 CELETEH A S S COPCSITE, ASESTCS RIHCEL CORRLGATED REEL
IRA►~APM A DELETE, A S S CUIPOSITE SEWER PIPE 0-03.14 t
7-17.31411 TELEVISION INSPECTION 151TPLE!&Lr.L SU'10P) '
ONCE THE TELEVISION IMIPECT:OM HAS BEEN COWPLETE THE CONTRACTOR SHALL SUPIT TO THE EHC:NEEP TNL WRITTEN
PEPONTS SP THE IMPEETIOH PW6 THE VIDEO TAPE$. SAID VIDEO TAPES ARE TC BE 1N COLOR AM,CDIPATIBLE WITH THE
::T'S VIEWING AID RECORDING 6NS1EPS.TNE CITY SYSTEP ACCEPTS 1,2" WIDE HIGH DENS/Tt VMS TAPES. THE TAPES WILL BE t
N AT STANDARD SPEED SP (1 5,16 :.P.S.I.
__17.1 MEA51PEPENT (PAP.AL PEPUCEMENT 6ECTIONI '
REPLACE PAPASPAPH A WITH,
EXCAVATION TP THE SEWER TREKS WILL BE MEASLPEO THE SAME AS GTRLCTLK EXCAVATION CLASS B M ,
SPECIFIED IN SECTION 2-09
7-17.E PAVHENT (PARTIAL EMUCEPENT SECTIONI
REPLACE ITEP 1 THNCUGH 6 PAHAGWH 1 WITNI '
1. _SWnita, Rover PHpW", PWr UHver Foot
2. __ • TN• Per EKm '
3. •T.V• UIHEp Act,pH• Pal WPP five
A®LACE PARAFFAPH 2 WITH,
THE UNIT CONTRACT PRICE PEP LINEAR FOOT E0- SEMP PIPE OF THE AIM AND SIZE SPECIFIED SHALL '
BE FULL COPKMAT1OM FDA FLMISHIK, HAULING AM ASSWBLIMG IN PLACE THE CONELETED
INSTALLATION IKLLDIMG ALL SPECIAL FITTING, JOIN RATFRIALS. TESTING REP SECTION 7-1%314)
AM ADJLGTENT OF INVERTS 10 PANHOLE6 FOP THE CDHPIETION OF THE INSTALLATION TO THE ,
iEa:RW LINES AM GIADEE.
.ELETE PARAGRAPHS 3 NNA A
1
t
RFBF Re Goplaws"aR Epve,/tut,RHW lhI O7/13,BS: '
1-04 01006.01I1TO. NPILLAWS AND INLETS
.4,.1l yEMENT COKPP! C F!6 GLMTERS AND SPILLWAYS [PARTIAL REPLACEMENT SECTIDNj
%WLA:E P&APM t WITNt
CEMENT CONCRETE CURB, CURB AND GUTTER. SM&P AMC Sp ILLWY SHALL E CONSTRICT® WITN AIP ENTRAINED
CCWCRETE CUSS B SPECIFIED ON THE STANDARD PLANS AND CONFOIPIMG TO THE REQUIREMENTS RF SECTION G-W.
IN PARA64AP" S. UST SENTENCE DELETE, 'CLAM B"
' O-07 PRECAST TRAFFIC CUE AID BLOO. TRAFFIC CUM
' "7./ DESCAIPTIU IEEPLACEMENT SELTICNI
THE CCW4XTCP SMALL FI,RNISM AM INSTALL PRECAST TRAFFIC CURB APO NLOCe TRAFFIC CUPS OF THE DESIGN Am TTPE
SPEC:F:ED IN THE PLANS. THE CUM WILL E IWTALLID IN ACCORDANCE PITH THESE SPECIFICATIONS AND PEP THE CITY OF
' PENTOM STANCANC PLANS AT THE LOCATIONS IFDICATID IRA TFE PUNS OR AS DIRECTOR IN THE ENGINEER.
"7.5 PAYMENT ]REPLACIMENT SBTIWO
t PAYMENT SMALL BEMADE NY THE POLLEBF[IN
III 'Prsent TretTle Dart. Type A' Per tin. R.
121 'Precast TreT11e Curt. Tape C' Per tin. Ft.
l21 'n«■ Traffic art. Ty" An Per tin. rt.
1e1 'Btee. Treme Curt. TV" C' pr Lift. Ft.
' t91 PLAsru TRAFFu Wlitr
ILDS.1 DESCRIPTION [REPLACEMENT SECTION]
' TIE CONTRACTOP SMALL FURNISH AND INSTALL WM/TE OP YELLOW PLASTIC IWI`:C BUTTONS WHERE SNONN ON TK PLANS, OR
WHERE CIPECTED NY THE ENGINEER.
' 1:H 2 MATFPIALS 1SPPLEMENTy SECTIONS
THE PLASTIC TRAFFIC BUTTONS SMALL CONFORM TO APPLICABLE PRCVISIOH16 OF SECTIDK "S era 9-20.
"0 CCMETPATIOM REOVtFEMEMTS ESLEPPIMENTAL SECTION[
' THE PLASTIC TRAFFIC WITOK SMALL E ATTACHED TC THE PAVEMENT M ONE OF THE FOLL(NlkG1
1. PLeclni TKk Cost PI Not PsVvp Aspnstt on Pavement Surhte Me T1ntT prntinB this Dutton onto 1t.
2, P1.101 MI0814e 11Pery1 On nvRnent aurFeG uk prn61ON tNe CuttOn 0n00 11,
B-08.1 MUSUPEMENT (REPLACEMENT SECTION[
' MLASUPEHENT WILL E BY TK UNIT. CWPLETE IN PUCE.
B-0B` PAYMENT IPEPLACEKNT SEGTIONI
PAYMENT SMALL E BY THE FCLLOMIN61
01 *IC" P1estic Trsihc btton. co,c-. " per n.
t
t
SupleMrtet SPe ,f'.6%lona lb. 0705/851 pap NB
F96. LAZE NARER ,
J-99.4 MLALRENENT IREPLACEMENT 6ECTIONI
+EABUELEM7 BILL BE LAME ROMER. TYPE 1 ePe TYPE 11 BY THE UNIT COMPLETE IN PLACE. '
"S.S PAYMENT IRBLACEMENT SECTION) '
-ArMENT SMALL E BY THE FOLLDMINGI
�11 'A' LANE UNE HARPER, TYPE I. White' Per EKH '
:21 'A' LANE LINE WARNER, TYPE 11, COLOFl61' Per Each
H9 MMBMEM7 CASES '
B;t3.3 CCNSTRUCTICN REQUIREMENTS (PARTIAL REPLACEMENT SECTION) '
REPLACE PARAGRAPH A
THE PONI W BILL BE FURNISH® AMC SET P THE CONTRACTOR LIVER THE DIRECT SIPEPVISIGN OF THE CITIES SUPVEYOA. ,
8-13.5 PAYMEIR ISLPPLEMENTAL SECTION)
'HE MONUMENT BILL ALSO BE SUPPLIED Alt PLACE AS PARR OF "MONUMENT CASE AND CCVER' APE ALL WORK IN SUPPLYING '
AID MDNLBI6MT SHALL E CONSIDERED INCIDENTAL TO THIS ITEM.
HA C9EM CONCRETE 6IDEMLES
t143 MATERIALS [PA F eL REPLACEMENT 6ECTIONI '
DELETE PARAGRAPH 2
8-14.3[41 CUBING [PARTIAL WLACEMENT SECTION) ,
REPLACE PARAGRAPH 1 B17Ht
THE CONCRETE SIDE-ALA SMALL BE CUPS FOP AT LEAST 72 HOLM AS RAECIF:EO IN 5 O5.3113!8 09 AS APPRCVED M ,
THE ENGINEER. DUPING THE CUPINU PERIOD. ALL TRAFFIC. BOTH PEDESTRIAN AMC VEHICULAP, SHALL BE EXCIICED.
VEHICULAR TRAFFIC SHALL E EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MY CIRECT.
"s RIFRPP ,
J�,15.4 MEASUREMENT [PARTIAL REPLACEMENT SECTIO11 '
REPLACE PARAGRAPH 2 91THH
HAND PLACED RIF RAP WILL E MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEP'Et. t
REFACE PARAGRAPH 3 eITHt
FILTER BLANKET ►ILL E MEASURED Br THE TCN FCR MATERIAL ACTUALLY PLACED AND ACCEPTED. '
8-/5.E PAYMENT IPARTIAL REPLACEMENT SECTION)
PARAGRAPH 1 REPLACE ITEMS 3 AID 7 RITHt
3. 'IY.k PLKee PIP Re,', Pet Ton
7. 'F Lter Btarka%- Per Ton
Page 30 SMPLeeeHteL LPKHTIcwwo IMr 07/15/961 ,
CONTINUED
REPLACE PARAGRAPH 2 MITNi
THE OMIT CONTRACT PRICE PIP TCN FLAP "FILTER BIANCEr SHALL BE °ULL COMPENSATION FOR ALL COSTS IN
CONNECTICN WITH fUPVISHINU AIC PLACIN, A FILTER BLANKET.
fPo 1LilMIMATIbI. TMAFF IC SISMAL SYSTEMS AND ELECTMCAL
B-00.31BI EXCAVATING AM BACFFILLING 1REPLAGEI.ENT SECTION!
` THE CONTRACTOP SMALL SUPPLY TRENCH WITHIN THE UNIT WIDTH' AN TC THE SPECIFIED DIP THE AT THE LOCATIONS IMICATTD
ON THE CONTRACT PLANS OF AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH TIE
APPUCASLE PORTIONS IF THE STANDARD SPECIFICATIONS,
TRENCHING FOR CONDUIT PUNS SHALL E DOW IN A NEAT MNMER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM
GRADE. M MFM SHALL E COVERED UNTIL IT MAS EEN EXAMINED BY THE MEMBER. SACKFILL MATERIAL USED FOR FILL
' AROUND APO OVER THIS CONDUIT SYSTEM SMALL E FREE OF POURS GREATER TMh TWO INCHES IN DIAMETER TC A DEPTH OF SIX
INCHES ABOVE THE CONDUIT,
' TRENCH WITHIN THE ROADWAY AREA SHALL U6E ELECT TENCH OACKFILL AND SMALL CONSIST Ur MATERIAL AS INDICATED IN
THE SPECIAL PROVISIONS AID SCHEDULE CF PRICES. THE MACE AND QUALITY UP THE MATERIAL SHALL WE SUBJECT TO
APPROVAL BY TRE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM
THE EXCAVATION AID SMALL E COS:OEPED A NECESSARf PART OF MO INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH
' THE STANDARD SPECIFICATIONS. THE CIR RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO TOE TENCH WHICH
PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT.
' THE MINIMUM WICTN FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER. E
OF SUFFICIENT SIIE 60 THAT ALL IF THE NECESSARY CCMUIT CAN E INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE
MAINTAINING THE MINIMUM COVER.
11-20,3141 F LMATIO CONCRETE [REPLACEMENT CT OM
THE CONTRACTOR SMALL PROVIDE ALL MATERIAL FOP Alp CONS'TFNCT THE FOUDATION6 FOP AM TO THE DIMENSIONS SPECIFIED
' IN TABLE 1 ELM. THE ANCHOR WILTS SHALL MATCH THAT SP THE DEVICE TO E INSTALLED THEREON.
ALL EXCESS MATERIALS ARE TC E RBHOVEO FROM THE FOUNDATION CONSTPUCTIM SITE AM C:SPOSED OF AT THE
CONTRACTOR'S EXPENSE.
CONCRETE SMALL E PLACED AGAINST UNCISTUROM EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTCR
SHALL BLOCK-OUT APOUNC ANT OTHER UNDEA6POUND UTILITIES THAT LIE IN THE EXCAVATED BASE SC THAT THE CONCNNAE WILL
NOT ADHERE TO THE UTILITY LINE. COMPETE FOUDAYIDW SMALL E TRMLED, BRUSHED, EDGED AM FINISHED IN A
MAKMANSHIP-LIRE MANNEP. CONCRETE SMALL E PROMPTLY CLEANED FROM THE EXPOSED PORTION CF THE AMICK BOLTS AID
CONDUIT AFTER PLACEMENT. FOUNDATION SMALL ALL E CLASS -V CCICPETE.
AFTER A CURING PERIOD Uf TWO WEEKS. THE CON'rFA.CTOR MAY INSTALL THE APPLICABLE DEVICE THEREON.
ZBLE_t
TYPE OF DEVICE DIMENSIOE
Stv.ot LHeht Role E' Do.F . 3' St. or I,.,
S,Bnu Pa to )K Do., . 3' SR, o, 0,..
SHSnoI COOVALlef So. D.tnN Shoot
Street LHpht Control Cob,hot So. DotoH1 Shoot
' Sp.not 046. So. D.t.n Shoot
SNPlerhtAL 6P.c,ftcot,oho In., 07/lUB51 P.S. 31
t:720.3141 CONTI" 1
ALL CONCRETE FOUNDATIONS SHALL E CONSTRICTS IN THE MANNER SPECIFI® SOLON,
11 SNENE SIOWLE OR RAISED ISLANDS ARE TO E CONSTPUCTED AS A PAIR OF THIS PROJECT, THE TOP OF IHE ,
FOUNDATION SHALL WE MADE FLUSH WITH THE TOP OF THE SIDEWAµ OR ISLAND. (SEE DETAIL $MEET)
21 RANEE ND SIDEWAµS APE 10 E INSTALLED. THE WADE FOR THE TOP OF THE FOUNDATION SHALL E AS SPECIFIED SY '
THE EKINEER. (SEE DETAIL SNEETJ
ALL CGNDRETE FOUNDATIONS SWALL E LOCATED AS PER STAT:TM:NG ON THE FUNS OR AS LOCATE' m THE ENSINEEP IN THE
MELD. '
S-20.3.-1 CDNDJ:T (REPLACEMENT SECTIONI
THE CONTPACT[P SMALL PROVIDE AND INSTALL ALL CDNDUIT AND NECESSARY FITTINGS AT THE LLCAT:ONS NOTED ON THE
PLANS. CONDUIT SIZE SHALL E AS INDICATED ON TNE WIPING AND CONDUIT SCHEDLLE 6HCWh ON PLANS,
CONDUIT TO E PROVIDE AID INSTALLED &AIL E OF THE TYPE INDICATED SOLOS: ,
1I SCHEDULE 9 MEAVY WALL P.V.C. CONFORMING TO AM STANDARDS SHALL E USE WHENEVER THE CIRCUIT 15 TO E
PLACE DINER THAN WITHIN THE NDADWAT AREA. ,
21 SCHEDULE QQ EXTRA HEAVY WALL P.V.C. CONONNINS TC AGIN STANDARDS SHALL E USED WHEN THE CONDUIT IS TO
E PLACED WITHIN THE RONDWAY AREA.
ALL JOINTS SHALL E MADE WITH STRICT CONPLIAME TO THE NANIFACTUWEP•S RECOMENDATl0N6 REGARDING CFPENT USED AND
EWVIMNEMAL CONDITIONS.
I-20 316` L TION OCXES (REPLACEMENT SECTIDHI ,
THE CONTRACTOR SMALL PROVIDE AND INSTALL JUCTIDN SOMES TF THE TYPE AND 61ZE AT THE LOCATIONS SPECIFIED IN THE
PLANS AN AS PER DETAIL SHEETS.
THE INSCP:FTION ON THE COVENS OF ALL JUNCTION SIDES SHALL E AS INDICATE EIM,
11 STPEET LIGHTING ONLY, •LIGHTING^ ,
21 SIGNAL ONLYN 'SIGNALS"
3) TRAFFIC 61SNAL AID STREET UGMINGE "TSLT-
AI TELEAETRY ONLY, •TELBETRY" '
IRELRIPTIOM6 DN .UNCTION MES PERFORMING THE GENE FLICTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL. OP WIDTH,
SHALL E CONSISTENT THROUGHOUT THE PADJFCT.
ALL ,iLOCTIDN UXES SHALL E INSTALLED 1% CONFONUNCE WITH PPOVTPIONS COMAINRD IN THE 6TANDAND PLANS AND DETAIL
SHEETS.
THE UNIT COMPACT PRICE PEP EACH FOP "DESIGN S• UP `DESIGN C^ JOHCTIUA S(D SHALL E FULl COWDUTION, POP
FLFN/6HING GANF AND FDA ALL COSTS OF LAWS, KATMAL. TOLLS. AND EOUIPMENI NECESSARY TO PRCVIOE AND INSTALL tNE
JLNCTIOM IMES INCLSING EMCAVATSDM, WAg6ILL.ING AND CONFACTION ALL IN ACCORDANCE WITH PLANS. SPECIFICATIONS AND
CETAIL SHEETS.
tiga ' (MOM[HG y R.�Tt{ �E TIONI
ALL STREET L13M STANDARDS, SIDML POLES, SIGNAL COMIOLLER CASINETG AND 6:GNAULIGOT1N6 SERVICE CAWNETE SHALL
E G OLDS TO A COPPER CLAD SOLID METALLIC DIOUND ROC USA 1N DIAMETER a V11- IN LENGTH COPL.EYE WITH A P6 &ARE
COPPER SCNDING STPAF LOCATED IN THE NEAREST JLICTION M. MOM ROD$ Aft CONSIDERS MISCELLANEOUS 11805 AND ,
THE FAST 16 TO E INCLLDED WITH TEE OVOID DP CCNDIClwH ,
P+GR� 6eoRWrnut SpAc�NPAT HonN IAeY QAtYSSi t
' S-SO 1001 SERVICE IPEPLALEENT SECTION)
' THREE TYPES IF POWER SERVICE ARE USED AS INDICATED BELOW,
1 i TYPE : SYSTEM SMALL E SINGLE PHASE 150 VOLT. 1 WIRE. 80 CYCLE A.C. (TMARKIC Ill"L ERYICE OKYI
11 TIRE II, SYSTEM SMALL E SIMILE PHASE 14: VOLT, E MIRE. SO CYCLE A.C. (STREET LIGHTING NOW CONTACTOR,
' INDIVIDUAL CONTROLLED PHCTC-CELL VITO K NEUTRAL W1RE1
31 TYPE III SYSTEM SMALL E SINGLE PHASE IM240 VOLT, 3 WIRE BO CYCLE A.C. (STREET UGHTI116
RMYACTOM'TAAFFIC 61CAL. GROUNDED HUTIIAL ERICEI
THE POOR SERVICE POINT SMALL E AS KTED ON THE PUNS AND SMALL E VERIFIED BY TIE ELECTRICAL SERVICING UTILITY.
6-30.31111 1LUMI14TICH SSTEIG 15UPPLLMENTAL 6IC110NI
UFONOPCUIC MICLCTCRE FOP TOE STREET LIGHTING CIRCUIT SMALL E STRANDED COPPER, TM GRACE %:TO SOC KLT
INSULATION OF TIE SIZE MUTED ON THE PUNS AND MIRING WAIEMLE.
$PUCIAG OF THE STREET UBRING CIRCUIT WILL E MICE ONLY IN e., IIUM BOXES MC THE SPLICE PIT SMALL C00610 OF
A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF TIE WIRE TO THE K1: 'F ACMIEVQ CRIMPING 09 BY A COPRESSION
BOLT. NO TWIST ON TYPE CONNECTOR& SMALL E ALLOWED. AFTER THE KIT MAE KEN 1 D. ALL E%PoSEC SURACES S
' WIE AND KIT SMALL E PLACED IN A CLEAR PUGTIC FORM AID FILLED WITH IRONY TC A NATER-TIGHT REAL. MATERIAL
USED FOP THE SPLICE KIT SMALL E COMPATIBU WITH THE WIRE MATERIAL. TWO W:ON CIWAIIECI KITS. S.E.C. OR ECWL,
SMALL E FLRNISHED AMC INSTALLED, WITH FUSES, BY THE CONTRACTOR FOP UCH jGFt 67A1CA V INSTALLED. ALL
MATEPIALS SMALL E COMPATIBLE WITH TIE COPPER CONDUCTORS AND ITS INSUUTION, THE CCNTFACTCP GHA LL SUBMIT
SAMPLES CF THE CCNNECTOPS PROPOSED FOP USE TO THE ENGINEER FOR APPROVAL
' k-njjIUA 6W SAKAFC6 ISIPPLEMENTAL 6EC•10MI
THE MANE HOLE SMALL E LOCATED GU TO THE DAVIT AW ON TOE SIDE AUI FROM TRAFFIC. A SWIMMING LUG OR NUT SMALL
E PROVIDED 1% THE HAND HOLE FRAME OR INSIDE THE HAK HOLE FRAME OF INSIDE THE POLE SHAFT TO ATTACH A BOWLED
' BOKIW STRAP.
ALL POLIS AND DAVIT ARMS SMALL E DESIGNEE TL SUPPORT A LUPIMIK WEIGHT OF M LE. OR MORE AID TO WITMAED
' PRESSURES CAUSED BY W110 LCACS IF 0 M.P.M. WITH IL47 FACTDP O 1,3,
ALL PCLES SMALL MAINTAIN A MININIM SAFETY' FACTOR O 4.38 P.S.I. ON YIELD STAENGN ff WEIGHT LOAD AM 2.33 P.G.Z.
FOR BASIC WIND PRESSURE.
tDAVIT ANKS
THE DAVIT STYLE ANN SMALL INCOAPORATE A 5'9" PACIUS EK AS *EA51iM+ED FROM THE CENTERLINE OF TOE SHAFT. THE
OLTEP PORTION O THE AM SMALL E NEARLY HORIZONTAL TO •2 ABOVE HORIZONTAL AK SHALL SE FURNISH® VITN A SO
DIAMETER SURITTLP WITH A MONIMIM LENGTH OF " r ' TO FIT THE LUMIMIPE SPECIFIED.
' THE POLL END OF THE DAVIT AM TUSE SMALL SE FASTENED SECURELY 1C TOE TOP OF THE SHAFT PFM M:K A FLUSH JOINT
91 TO AN EVEN PROFILE.
1 AFCHCR LASE
A CE PIECE AKIWP BASE S ADEQUATE STRENGTH, SHAPE AMC SIZE CWU E SEC .O TO THE LOWER END OF THE SHAFT SO
THAT THE BASE SMALL E CAPABLE IF RE£'STIE At ITS YIELD KIM TER 'NO "MLR S THE SHAFT Al ITS YIELD
t POINT. THE BASE SMALL E PROVIDED WITH FOUR SLOTTED OR ROM HOLES TO RECEIVE THE ANCHOR BOLTS. MR COKE
SMALL E PROVIDED WITH EACH POLE,
5..c:FFMar. Sox r.c.n PnF LAN, C7 15,651 PWBW 33
S-20.31131A CONTINUE ,
MICA VOLTS
:010 H:GN SINEW" STEEL ANCHOR VOLTS. EACH FITTS WIT"TOD 16tNRS AND TVO IVI EE. BILALL E FuPPISMG WITH THE
POLE. EACH ANCHOR VOLT $HILL NAVE A M -V END AT IN SOTTO, END Alp E TIAEMS AT THE TOP IS. TNEACS
EN16, ALL NR6 AND BASHING SHALL E MT DI/ GALVANIZED. TM AMMP BOLTS SHALL E CAPABLE OF RESISTING AT 115 '
e GELD POINT M NIMING PONNT OF Tit SHAFT AT ITS YIELD KINT.
PIVOELIAEDUS HAMIARE t
ALL HARDWARE (VOLTS. NLR6. SCAM. WASESS, ETC.I HEEDS TO COWLETE THE INGIALLATION SHALL E STAINLESS STEED'-
-;.D. ,:DENTIF ICATION FOP POLESI ,
THE CCMTRACTOP SHALL SIPPLY Aft INSTALL A CONIMTION OP MISITS AM ONE LETTER ON EACH LIGHT POLE. THE LETTEF
AM PLANNING COGINATIGM SHALL E MOUNTS AT THE 1b FcgT LEVEL OR THE POLL FACIE APPIGCFIHG TRAFFIC. LEEN6 '
SHALL E SHALE WITH TRAMPAHEMT FILL. REGISTANT TO DUST, FATHER AM ULTSVIVIOLET GPPO6LK. THE DECAL NANEFS
SNMLL E 3 INCH SOME WITH OCTHIC IrgD, MUTE RIPLI TOPIIS 2 INCH LEGEND ON A BLACK SACKSMD T.
:.D. *MR WILL E ASSION,S TO EACH POLE AT THE END O THE CONTRACT OR PROJECT n THE CITY TAAFFIC EMIHEEPIK '
WICK.
COGT FOR THE DECALS SHALL NI COMIOEPE INCIDENTAL TO THE CONTRACT BID.
DOLFTE CONPLFTE SECTION ARO PPIAM WITH THE FOLLOWINGS ,
LIST STANDARDS SHALL NI SPUN ALONZNIM DAVIT STYLE AM SHALL MEET THE POLE DETAIL EOUIRSPENTS INDICATE SLLIl '
ECM THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS.
THE PCLE SHIFT SHALL E °ROVIOS WITH A A• A B• FLESH HAM HOLE EAR THE SASE AND A MATCHING METAL COVER SECtFFl '
WITH STAINIES6 STEEL VOAEIN P BOLTS.
ALL TENCHS SHALL E FACTORY INSTALLS AM ALL SOLVING SHALL E COMPLETED PRIOR TO GALVANIZING.
ALL S:DAL POLE FCLFDATIOHS SHALL E COWTPLCTE TO PROVIDE THE POLE OPZENTATIOL HORS IN THE PLANS. '
THE POLE SHALL NI ADJUSTS FOR PLLMG AFTER ALL ESE SIGNAL EOLIIPNEWI HMSO SEEN INSTALLED TEEDN. ,
}2C.311A1 SIGNAL SYSTEMS ISLPPyEMINTAL SECTIPI
ALL SIGNAL CDNDUCTCSS SHALL NI SiMME COPPER AND SHALL HAVE 600 VDLT TWO INSULATION AID E IF THE $1219 NUTS '
ON THE PUNS. ALL MULTI-COMM70K LSS FOR THE SIGML PS',EP SHALL WARM TO DIVISION N-S9.3 AM SHALL E SP
THE SIRES HOTS ON THE SIGNAL NIFING ECHELLF AM PIPING D:AGPAN.
ALL S'TMMS HIRES TEAMIMTS AT A TEMIML BLOCK SHALL HAVE AN OPEN END. CAINP MLE PEDEOUSS TERMINAL
CONNECTS. AM ALL SDUC SINES TEMIHATEC AT A TERMINAL -LOCI $HALL HAVE AN OPEN END SEEPED TEMIML
CONNECTOR. ALL TEMINALS $HALL AS INSTALLED PITH A OL DESIGNED FOP THE :H6TALLATION OF THE CORRECT TYPE O
WkWICTON AM CRISPING WITH PLIERS. RIPE CUTTERS. ETC., WILL NOT E ALLOPE. ALL PIPING INSIDE THE CONTROLLER
CABINET SHALL E TRIMS AM CABLED TOETEM IC WE A NEAT, CLEAN APPEARING INSTALLATIP. M SPLICING O AM
TAHr F:C SISAL CUMW P OWL E REMITTED OLLESS OTERWIE INDICATE UN ISO PLANS. ALL UHCLCTP PUNS 64LL
E ATIACM TC APPROPRIATE SIGNAL TEEMIMAL BOARDS WITH PESSME TYPE BiMIK POSTS. THE CEEY EXCEFTIDE SM...
NI M SPLICES FOR DSTECTP LOOM AT Tit NEAREST JUCTIOM NX TD TE LOOPS.
FpF 34 IPA. C. ..
' 1-
6-20,31141D TEST FOR IIDUCTIDN LOOPS AK LEAD-IN "ANE& [ADDITIONAL SECTION]
' THE CGRRACTOP SMALL SEEP RECORDS O f!ELC TEETINE AMC SMALL FURNISH THE ENGINEER WIT), A COPY OF THE RESULTS.
B-B0.11141E,EISMI STACAIDS [REPLACEMENT SECT:OM]
THE CONiRACTCP SMALL FURNISH ANC INSTALL TFFFIC SIGNAL STANDARDS iH ACCORDANCE WITH THE METHODS AM MATERIALS
NCTED IN THE COWTAXT PLANS AM THESE EPEIFIUT:LMS.
' ALL NOCE D1MEM:OS AND ORIENTATIONS ►ILL E VEF:F:E B1 THt ENG:NEEP 'PICA TC FABRICATION.
ALL ENTRANCES REOUT D FOP POLEMCMTEC S:WL KM'. CABINETS, SIGNS, PEDESTRIAN PUSH PITTON ASSEMBLIES, ETC.
SMALL E FIELD D►1..M,
IF20.4 MEASUREMENT [REPLACEMENT SECT]Ihi
' MEASUREMENT FCP TRENCH AMC SACSFILL ►I: SE St THE L:TiEAF FCCT.
MEASUREMENT FOR SELECT TENCH MCKF1LL RILL E BY THE TOW.
' MEASUREMENT FDA FOUMAIIOS - CDMCIETE. BILL E BY THE UNIT FOP EACH TYPE SPECIFIED, COMPLETE IRA PUCE.
MEASUREMENT FDF CORD WE WILL BY THE URBAN FOCI.
MEASUFEMENT FOP JUNCTION SIXES. WILL BEBT THE UNIT PEP EACH TYPE SPECIFIED. COMPLETE IN PUCE.
MUELPEMENT FOP LIGHT STANDARDS. WILL E P THE UNIT PEP EACH, COMPLETE IN PIKE.
' MEASUREMENT FOP SIGNAL STANDARDS BILL E BY THE UNIT PFP EACH. COPLETE AM IN PLACE.
MEASUREMENT FOP DETECTION LOOP RETURN CABLE E/C SIC WILL E BN THE LINEAL FOOT COMPLETE IN PUCE.
MEASUREMENT FOR SHIELDED PREEMPTION CABLE LC END WILL E BY THE LINEAL FOOT, COMPLETE IN PLACE,
MEASUREMENT FDA SHIELDED INTERCONNECT CABLE. _PR MILL E BY TNE LINEAL FOOT. COMPLETE IN PUCE,
MEASUREMENT FOP TRAFFIC SIGNAL VIE WILL E BY THE LAP 5W. COMPLETE IRA PLACE.
MEASUREMENT FOP VECHICLE DETECTOR. INDUCTION LOOP WILL E BY THE LINEAL FOCI SAW CUR. COMPLETE IN PUCE.
' 1-20.5 PAYMENT [REPLACEMENT SECTICPI
PAIWENT WILL E MADE USER,
T i 'TRENCH AND MCSFILL, _WIDE. _DEEP". Po, LNnNRA. Feet,
cl 'SELECT TRENCH 6ACCFILL', AN, Ton.
THE OMIT CONTRACT PRICE FOR TRENCH AM BACFFILL PLO DEAR FOOT SMALL E FULL COMPENSATION FOR
EXCAVATING. LOADING, COWLING AND OTHERWISE CISPOSIN6 O THE METE MATERIALS. FOP SACKFILLSNG AM
TMPIN6 SAIXFILL MATERIAL AM FOP THE RESTCRATION OF IRE TRENCH AS SHOWN ON THE PUNS OR AS DIRECTED BY
THE ENGINEER ALL IN ACCORDANCE OITH THESE SPECIAL PROVISIONS AM THE STANDARD PRAMS AM SPECIFICATIONS.
31 _FOUNCATIOM PEP EACH
Al 'CONDUIT. P.V.C.. SCHEDULE 40. PW, lnn. Ft.
51 'CCKUIT , P.V.C.. SCHEDULE BO. ' Po, Un. Ft.
' SI 'DESIGN JUNCTION BOX', PER EACH.
11 'STREET UGNT STANDARD '. PER EACH.
BI '51 WL STANDAE, TYPE__' PER EACH
B] 'DETECTION LOOP RETURN CABLE, E/C' SHE.- PEP LINIAL FOOT
1Cl 'SHIELDED PRE EIPTION CABLE, 3/C SND' PER UN. FT.
111 'SHIFUED INTERDOWCT CABLE. _PT PER UN. FT.
121 'TRAFFIC SIGNAL VIBE' PER LUMP SOO,
' 131 '1EHICLE DETECTOR. IRD'AIl OM LOOP" PEP LINEAL FOOT. NAB CUT.
THE MIT CONTRACT PRICE PEP EACH ON SIGNAL STANDARDS AM PEP UN. FT./LUMP $tM ON TRAFFIC SIGNAL SYSTEM
WIPE BILL E FULL COMPENSATION FOP FURNISHINNG AND INSTALLING THE STANDARDS AM PIE AND FOR ALL CTHEP
MATERIALS. TOOLS, EQUIPMENT MECESSAM ANC/OP INCIDENTAL TC THE INS ALLATICN AS PEP THE CONTRACT PLANE
AND THESE SPE:FILATIONS.
' Sup.orrtAR SPorf.covpn, ]Mr C7/1Y'B51 POBA 36
B-PS MYBBIT RARIWi '
z'" 1 DESCRIPTION IPAMAL P& CEMENT SECTIONI
#IP CENTER STRIPE - DELETE AND REPLACE WITH, '
A MOREN YELLOW LINE 4 INCHES WIDE. TIE MOWER 01 PMIPP PATTERN SMALL E BASED ON A 25-FODT UNIT
MN6167ING OF A 10-FOOT UWE AID 15 POET GAP, SIP CENTER STRIPE IS USED AS CENTER LINE DEUNEATICN ON A '
TIC LANE TWO MY F"w Y.
]OyeL r'ELLOM DEFTER rYR�pF - DELETE AID REPLACE WITH,
TWO SOLD YELLOW LIMB, EACH 4 ICHES WIDE, BE➢AFATED BY A 4 INCH E+ACE. DOUBLE YELLOW CENTER STFIPE 15 ,
USED AS LENTEP LINE DELINEATION NH MULTI-LANE, THP4Y ROADWAY ANC FOP CMNNEUMION.
a'Q STRIPE - DELETE ,
iGPE STRIPE - DELETE AND re LACE WITMN
APPROACH STRIPE - A i1UO WHITE LIRE, 6 INCHES WIDE, USED TO DELINEATE TURN LANES FRON THROUT,N LANES, FOR '
TRAFFIC ISLANDS Alt (30611 M6M RATES
LANE STF/PE - DELETE Alt NEPLAN'F WITH,
A OMEN WHITE LINE. 4 IKNES WIDE. USED TO DEUNEATE ADJACENT LANES TMVEUNG IN THE SANE O1PE:11DN.
MMEN OR 001PP PATTERN BMI.L E BASE' ON A B6 FOOT UNIT CONSISTING 1F A 10 FOOT UNE AND 1S FCLT GAP,
NC PAGE 67FIFEI DELETE
REVERSIBLE ANE STRIPE- DELETE '
'Wj 1Eer LEFT TURN 57F1PE - DELETE APO REPLACE WITH,
A SOLID YELLOW LINE. 4 INCHES WIDE, WITH A BPMEN YELLOW LINE, 4 INCHES WIDE, 6E3,AMTTD BY A 4 INCH
SPACE. THE OMEN OR 'AAUP' PATTERN WILL E BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FDOT LINE AND A 15
FO.T ®ACE ME DETAIL SNEM. ,
BARRIER STRIPE - DELETE Alt REPLACE WITH,
A SOLID YELLOW UK, 16 TO 24 INCHES WIDE.
'%E WLR STF:FE - DELETE Alt REPLACE WITH, ,
A SCLIC WHITE NINE. 12 INCHES WIDE, INSTALLEDD PARALLEL TC ANOTHER CRCEGWALA STRIPE %III AN 8 f00T SPACE 1�,
BETWEEN THE LINES. '
:_T¢ B/F - DELETE ANC Nff LACE NITH,
A SOLID HH:TE UPE. IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SMALL E INCIUTP ON TIE CONTRACT PLANE.
TRAF FIC ApCW - DELETE W TEPLACE WITH, '
A SOUK WHITE "LNG DONFORINIM TC CONTRACT PLANS AM DETAIL ENACTS.
TRRAFFi LILT E - REPLACE WITH TRAFFlt LENt - DELETE Alt REPLACE WITH, ,
A WHITE MRPIHF USING AL➢METlCAN LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET.
:yCL OETECTCP SYM®S - DELETE '
!ai W TOLMKES FDP LANE STRIPE LPMF.I.±CEMEM SECTIOMI
ALI-OMBLE TOLERANCES FOP STRIPES ARE AS FOLLOB, ,
LENGTH OF STTJPE - THE LONGITUDINAL ACCIINULAYIVE EMCP WITHIN A 25 FDO- LENGTM OF SNIF STRIPE SMALL NOT
EXCEED PLUS OF MINUS ONE SKI. WIDTH CF STRIPE - THE WIDTH CF STF:PE SMALL HOT VAM MORE THAN PLUS ON '
KNIS 1,4 EACH.
°MOe 36 SuPIaMWn[Il BPK iTlutiona IR4r O7i15V651 t
' ILti aZL¢1 PAiwT1PjAF!j4_STPIPE LINES PEM ML [F¢.61 10M)
WHERE SHOWN ON THE PLANS 00 DIRECTED Bt Tht ENGINEER. THE CONTRACTOR SMALL PEMCYE ALL DLL CONFLICTING -�TFIFES OR
LINES.
IF22.E MEASUREMEFT IPEPLACEMENT SECTION[
' .tASLASWMT 6MLL BE IN THE LINEAR FOOT FOP A INCH WIDE SOLID STRIPE, WITH NO DEDUCTIDM MADE FOR THE SKIP
BETWEEN THE STRIPES MEASURED, a INCH WIDE SOLID ^RIPE. 12 INCH WIDE CIOSSNALA, GAMIER STRIPE, STOP SAP.
TRAFFIC AM ONS END TRAFFIC LEGEND 'ONLY' PEP EACH. MLASUREMEMT FOR ALL LIMB SMALL E COMPLETE Ih PLACE.
' MFASUREMENT FOP PAINT/PlAST1C STRIPE LIME PENOYED. WILL WE OV THE LINEAR FUCT OF COE UK
p-22.5 PAYMENT [REPLACEMENT 6ECTIONI
PAYMENT iMLL WE MADE UIOER,
t I. "PMlntaE A" Wide Soils Stripe Per Liner Foot
2. "Pointed S" Wide Satid Stripe" Per Linder Foot
3. "Pointed _• Wide brrbr Stripe" Per Linder Foot
e. "Poi.ted IS' Wide Crosswalk" Per Linder Foot
5. "Related �s Wide Stop Mr" Per Under Foot
6. "Pointed Tn"Ic Acme Per Each
"Pointed Tre"It Lapses " Per Each
' S. "Plastic IV Wide CrodeatK" Pot Linder Foot
S. -Platte _Wide Stop Be r" Rer Under Foot
10. "Ptatit Traffic Arme Per Each
' li. -plastic Traffic Located _' Par [an
12. •Ramat of Point Line_wldr per LIN. Ft.
13. •Wemdet of PLat,c Lins_rnde pot Lin. Ft.
9-08 AEa1EaTU
' Q_-Q�,]g_AyQf,{d,i�F4PSAA�IL.SASE [PARTIAL PEPLACEMEWT SECTI0N1
AID 1C PA GMW "r SEF FYE i
..ex C.Ft Lh.l ,n no Ca.* an.11 the "Also' nP "Cased alpat III Inedee.
PULACE PAFAGRAPH 3 WITHi
Grexet Bass sh LL "it the foiiu+np reauiredents for eroding swill aNNity .h., ploc•d •r h"i rp ♦al,"UM
' for dalrary to the row"T, troth ar our,% anufacture dew placement into a .oaparotV stocNpilo. TM
exact pairt of acceptance .,Ll 5e deton•ned by the Erpinwr.
BRAWL USE GRAVEL BASE
CLASt A CLASS B
P...... r,A" S-e.e 251 e•n. 25E rm.
' 75% de., 75% de..
Ps Fe,r6 L.S. No. 20 53 M.. 10% N..
Kil.. (Not 61a",np)
Pon.,% 0200 (wt S,a.,nol 2,3 fed.. Qu'3 odes.
Poa.,ne /eC [Sow 50 " r, 30 .,r..
to[ Spac,ri"t,on. IRer 07/15/851 Paps A
i-09.12111A CUSS A IFWLACEMEAT SECTIOMI
GRAVEL RACAFIIL FOP FCUCATION. CLAM A. 6MLL CONSIST O CMLSMED RATEPIAL AND SMLL CONFCW TO THE PEOL.IR[NENTS
O SECTION 0-09.9 FOP MLLAST. ,
�09.ti1t 18 CU66 B [PIPLAGENENT 6ECT}LWj
GRAVEL RACFF:LL FOR FOLPOATIONG, CUSS 6, IS NOT AN ACCEP14BU SL.W71YVTIOW FOR GRAVEL SARXFILL FOP FOWCAT;CIS, ,
=LA6G A. UNLESS APPROVED IRA WITIW BY TW ENGINEER. IF APPROVED THE GRAVEL BACAFIIL FOP FOUW,IT;Oh, CUSS S,
SMLL DONEGAN TO THE REQUIREMENTS OF O-09.119IC DIMING 34 OF 0-0D.iO AGGREGATE FOP GRAVEL RAGE. CUSS A.
i-09.12191 GRAVEL RACANLL FOR PIPE BIDDING [PARTIAL REPLACEMENT EECTIONI
REPLACE SENTENCE 1, PARAGPAPH 1 NITNI '
GRAVEL SACRFILL FDA PIPE BOXING SMLL CONSIST OF PEA GRAVEL.
ADD,
\HEh 41RPCVO IN MI71NG RY THE EW:MFEP, OTNEP COUGHED, PROCESSED OF NATURALLY OCCURRING ONhULAP MRTEPIAL
MEETING THE PGUUIPEFENT6 UST® ABCVE CAN IF USED A6 GRAVEL MCPFILL FOR PIPE RECLINE.
k:U,I4 GRAVEL KfROM iAEDUCEPENT.6ECTIOMI ,
GRAVEL ECOC\ SHALL CONSIST OF A CLASS A 410 A CLASS A WARM COFDWING TO TNt REGU:PIPEHTS OUTLINED IN S-C3.1C
AGGREGATE FOP GRAVEL BASE
0-06 ONAIRAE 6TARCTUES. r'-•VENTS AID CONDUITS
J-0B 1 CRA'N PIPE IPARt IAL PBUCEMEM 6ECTIONI ,
TELETtI ALL REFERENCE ',. AM ALWINU, COATED (ALLMINIIEC] CORRUGATED IRON OR STEEL DRAIN PIPE FROM TN1S SECTION.
"B.3I11A EK DESIGN IPAPTIAL PEPLAGFNEh' SECTIol
DELETE SEW ENCE i PARAGPAPP 1 t
i 0,10 STEEL STffR SEVEN PIPE IPAFTIAL PEPLAGEMENT SECTIOR)
AEPLACE, 'TAEATNENT S' MITN -TREATMENT 1' '
ALA,_ STCIF 6E1EP PlFt IPAPT:AI PEPUCEPFhT SECTION]
DELLTEI 'w-fPt thAt Pltwtlll 100t112 SIOLI No T'Got\AAt S'. ,
9-05.77 PVC GE1EA f�p�jPA�'Tj[.1�,([,yEW hT SECTIONI
OELETE, PARAGRAPH 1 ,
^A-05.19 DUCTILE 1POh GEMEP PjjE 1PAP:/AL PEPUGEPEM SECTION] ,
DELETE PAIMGILAPN 1
PAS* 31 660160GAIAL 6PRFIEIRPIIPM (Nov 07/1&nl t
" ILLIMIWATIOR. 610"La. BLEC1111CAL
t19.1 CONDUIT IAEPLACEMENT 6EC71OH1
THE. CONDUIT P.V.C. - WDNrMETALUC SMU CONFORM TO ARTICLE 3C OF THE CODE AND AM ITADARDS,
' THE COWLIT SMALL E OF THE TOD TYPES INDICATES ELDpt
(1) EMEDVLL EXTRA N" MU P.V.C. COWCIMINO TO ASTM STANDARDS.
' (BI FCHEOLLE HEAVY WALL P.V.C. CONFORMING TO ARTM 9TANDAM6.
NS.3 JLMTION ME$ IREPLACEMEMT SECTIOMI
JUNCTION SOLES SMALL E MEINFOPCED CONCRETE Wlh STEEL FRAME ANCHORED IN PLACE AID STEEL CONK PLATE (DIAMOC
PATTIRAI AS INDICATED ON DETAIL SHEETS.
TIE IRNEPIPTIOK ON THE COVERS OF THE JUCTION SOLES SMALL WE AS FOLLOW,
(11 6164L ONLY% "SIGNALr
(0) STREET UGMING ONLYt •UBMING•
131 TIWFIC SIGNAL APO STREET LJORIMC FACIUTIESI 'TELL"
THE AB VE INSCRIPTIEK GMLL MOT E NISMEP THAN THE TOP SU'MEACE OF THE COVED PLATES,
' kil.3 COICOC79R6. CABLE IREPLALEMEM CECT:DHI
tAll SIGNAL COIDUCT0R6 AS INDICATED OM THE MA It SLL S7PMOLS COPPLP AND SMALL EMPLOY $30 VOLT THINMO 1NEULATIOM OF THE SIZES TM ON THE PLAN. ALL M1LYI CLVCLLTOM USED FOP THE SIGNAL SYSTEM SMALL CCWIONM TO
APPLICABLE PIgVISIOM CONTAINED IN THE STANDAM SPECIFICATIOK AND SMALL E OF THE SIZES NOTED ON THE 61UML
MIRING DIAGRAM.
' THE B/c CAB1 'NDICATED FOP THE DETECTION LOOP METLM CABLE SMALL E A EPECIAL COWNMICATIOM CABLE. TH16 CABLE
SMALL E ELLEH, ELDFCIL 8720, or EMAL. WITH 014 AVG CONDUCTORS VMNDED Nit H F71. THE CABLE SMALL HAVE
t POLVETWU IMSULAYED COPPED COONCTOS, AN ALIPIMM POLVESTEP SHIELD. A TINNED CONEP CABIN PIPE AND A CHN NE
VINYL J&CRET.
THE Sic SHIELCM MF EMPTION CETECTOP CAELE SHALL E 3-M P138 CABLE ON EOUIMUNT. 7MIS CABLE WILL FLP, FROM
TMF DETECTOR M17 TO THE CONTROLLER CABINET AM IO SPLICES WILL E ALLOWED.
THE SH:ELLED COWN"ICATICH6 SIGNAL IWTf MOPd ECT CAFE SMALL MEET THE FOLLOWING,
I. COMMTOM% SOLID, SOFT DNAWM. APPEALED COINER, SIZE N ANS.
' B. INSULATION, SOLID, VIPGIM IO6N OENSITV POLYETHYLENE OP POLY"VYLEMi.NITH TELEPHONE SI NDV6YPY COLOR
CODING.
3. CABLE COME ASENSLVt IMOILATED COMUCIERS AM TWISTED INTO HIPS WITH VANTIMG LAVE (MIST LENDTH6I TO
' WINIPIIE CAM TALI AND MEET STAIN" CAPACITATOE LIMITS.
A. SMIELDINGR A COMEIDNOMIOATION MESISTAMT VINTED ETHYLENE CWCLVMER COATED (POU SIOM .DOB" THICK
COMUWATID ALNIMBN TAPE SHIELD IS APPLIED LOKITMIMLLY WITH ONPLAP TO PROVIDE 1001 FLMTPICAL
SNIELDIMG CONRAE. A .SOS COMUSATED NAPE APPLIED IN THE SAME MANPEP IS ACCEPTABLE.
S. OUTM JMFTN A BLAOF, la OEMSITV HIGH MOLECULAR EIGHT VIRGIN POLYETHYLENE (COPCUDED TO WITHSTAND
SMUGR. TSMPEMTUM VARIATIONS AM OTNP EMVIROISMIRAL CONDITION PLUS AIM OU"NG IM ULLATIONI TB
INTRam OYSMII TO PmWm A DmlowN CONAIND.
' S FM M* MRlWal FWWTAE MAEBIWE MST E PMIWTED SFiOWWTIALLV ' MINIPIM OF S ALONG THE OUTER
ACPF7.
SupkWWAntW1 SpKNheu NpnA (AY 07H3/6EI PWOF 3P
1�ita MINES
7. FILLING: TIE ENTIRE CABLE NITNIN TIE MER ..ABET I6 FLAEDE SITN P1TPOtEt/fPOtY1TNMLEE Et FILL1K
CVFOLSO INDLIOIK (HE ANLA EYBIEN TIE MEP 4017 AM TIE SMIFW. 1
ACn N:AE SMALL E NUMBERS AI MN TEPI,AL END NIT, A NMP-AIOLPO TYPE WMFUM6 ETP1P ACCOMINS TO THE
WAlk LE ATTACHED TO 7461 SPECIAL PBOVIESoMo.
ALL WIVES TDB:/NATO AT A TERMINAL BLXK SMALL NAVE AN PEN EM. CPIM MU SOLOEALAE TEIPINAL. ALL TIPNIMLS
SMALL E INSTALLED WITN A TOOL OE6IE® FOP TIE INSTALLATION OF INS TYPE P TEEIIMAL AM CPIPIK WITH FGEE.
NIPS CURES. FTC., WILL PUT E ALLOW. ALL NIPIN6 IMC10E TIE COPIPOLLEP CASIMET ANC AT 1MTERIED:*TE PCI NTS
SMLL ISTRIPPED NO CYED L TOETER TO WE A AM' AND CLEAN APPEARING INSTALLATION,
MO PLICIK OF A* TMFF:C SIGNAL CEDUttP EPMLL E REMITTED MAjE OTIEABISI IEOICATV ON TIE PEAK. ALL
XMDLCTOA BLAME BHALL E PLLLM TO TK APBPRIATE SIGNAL TFMPIML COIPAPTKNT SOAIC 917H PI*MpE TYPE BZNDIK
AWE. TFE GALY &CFPTIOK SMALL E THE Pl:CE6 FOP GETECTCP LOWE AT TK IMEST JLMCTION SE TO TIE LOPS,
TIE COMTRACTCP SMLL PK1ICE MAC IWTA.L ALL THE NECESSARY MAINS. FOES AEC FITTIME SO A6 TO COMPLETE THt '
IKTALLATIGN OF THE SIGNAL AMC LIWTIK EWIPENI AS SNOW OA 14 PLAN, ALL NATEAIALA AM INSTALLATION
"TEO6. DCtPT AS ACTED OTM'Mn$l IEEIM, SMALL OWLY MATH APPLICABLE VMIGNE IF THE MIIONAL ELECTNICAL CEDE,
:KTALLATIM OF ALL BIPIA6 SMALL COMORO TO APPLICABLE PROVISION COMRAIM M •* THE ETAMAND SPECIFICATION '
EXCEPT AS PEC'.f:ED HEPEIN,
CCEOLCTURS AND CABLE SMALL CONDOM TC THE APLIUSLE PELIFIUTIO6 A6 FOLLOW1 ,
111 UEEE OT%EEP1E ACTED. ALL EIECYPIUL COIOUCTOK SMALL E APPROVp STRANDED CPPEP CGPGRIIK TO
APPLICABLE POPT:OAS IF AM ETANDAMS. ZKULATIGA SMALL E 600 VOLT PLASTICll® POLVVIMRL CHLPIOF. '
POLYITMLEK, 00 CHENICALLY CP066 LIMO KLYETH P
TLEW, CONCFP:NG TC ALECAEF PORTIONS GF AST, SIA OANDS.
POLYFTMLAPE COM0006 SMALL MDT E ISO I/EE EXPo6O TC SUkLI( T. TIE SPADE INSULATION OF CEDE THICANES6
SMALL E UM.
1E) N0.TI-COICECTpI GEE SMALL E USED FOR TRAFFIC SIGNAL CONTROL. AND "LL E MTV TC PEMTE ON AM
VOLTS. INDIVTOUA.L M OLLTOK BMII Be STRANDED COPPER, SMLL E 106'LATO SIT* A PINIMLM O AS ILI$
PtASTICIID POLYVZtNL CHLOPIOE CPPOAD, OR APPROVED EQUAL. AND SMALL E COLOF COOED AND OF SIZE L1676 lA TABLE ,
Elp. TK 1MIVIOUAL COMUCTOK SMLL U CRED AND OF 617E L161ED IN TABLE BELOW. THE 110"XWl CCMtCTCE
SMALL E CALLED TOETHEP NIIN CABLE TAFF AM HCABED IN A PDLYYi NYL CHLOP:CE 61EATN 71, MILE THIO.. INSULATION
SMALL CCNFOM TC WPL/CABLE PORTIONS E ASTP PANDAEO APL;GT:OK.
ABC '
Neo. 6tt.n0e
CIW&ll @E11 wm Some ;kpl"L-6191 bills t
BIBMNL Noss..., A 14 1V17 Aoi, 011o., St..n Nno
A' 4 IV27 NNE, Tenet. 61N1 R't►EH.t•
B to tV2Z BM. Yet in. St*r tt"k
BY 14 IV17 had. Y*LUe. Steer SLKe-BURY
C 11 lV27 $MS. Yet to,, Gnsn white
010,61 cw. I2 Ibte NH'te NPne
Control re'. It Isle$ Wits BbeA of 6to.n ,
Dst ttot........ A,6C 11 1L N 2i BINS ABn.
CAN. IS IV1E wit* More
$Pon.........Y, .... to IL27 And, Vi LEAN. 6.*.n Stu*
FueMn........ .... 11 WES EE.c* None
Bm'nlco......... .... /0 1L'23 RLKI Lm*
ALNmoto..... .... It W15 SINS• Non*
NeNVNe ,
t nci Note/:.. ..., IG 1812E NFYp Mine
ALN meb..... .... 12 IL'2E white it 6Nen Nits
PINS 40 SNPUom."t EPNclhca mne iRA. 0711Sw
S_21.9 C9Ni1WIH.
q.lt,-crNoc:er Coke goal ae eteelN.ed Ft per too Follppin8 t"KPI tltYtt rla'.onPl
el 2 Cor.durtdr — 1 ND. 12 ABC, 11,125 Atromd, Coollatlnl of P ptKA end eN,to conductor.
pl 5 Corked., — 1 Mt, 12 W. otNtel 1 MA. 12 06. oMt1 N1t% Groan or bisc. •er,poi oRd 9 No. 14"
' Cont Uti% of PNM A.
ci 1 Conduct.- — 1 b. 12 AUK, er,tq 1 f . 12 AND, "-%A Orson dr buck otrlpq Rod B No. 1041 cona4Unp
of RNAet A Nk B.
' d) 11 C.M.Ctor — 1 hp. 12 ANG, er,tej 1 b. 12 APO, en�te .,to Srgr Ar clock W11.1 end S AC. 12 e
conoutirp of Posse A, 6 too C
•; i0 LPrkuctor — 1 MP. 12 AVG. on,te; I Mc. 12 NAG. er,te e,tn Breen or tlAdk atliol And IB Ne. 14'1
conounnp of Poste A, A', 1, W, C Aed Spars,
MIRING PILL K ANANGEL 60 TMT COO:MTIDAE O TOE ABOVE CABLE ASSEMM SHALL E USED.
VITO Tot EXCEPTION, O TYPE MH` INSLLATIEM, THE MIMIMIP :MSULITION THIOtKW FOP AM ELECTRICAL MMUCTCP SHALL
E Lod IIDH ABC THE 01%1" ACCEPTABLE IIWLATION TNIOIMESS SHALL REFER SOLON TO THE TAIO.NESS O TORT
INSULATION LMHIAIUI AROUND AM' CONDMIOM AND INCLUDING ANY MEAT" OR .ACKET TRIMNESS.
INDUCTION LOSP DETECTOS SMU E INSTALLS IN, A SAN-CIR IN TM PAVENENT IN TEE CWMACTOP NNLRL INDICATED OW
THE PLANE OR AS DIRECTED P THE ENGINEER, THE SIDE TO E USED IN TE INDICTION LiAp SHALL E NO. 15 A.N.B..
TYPE USE. PM OR " :k%LATION. SEE DETAIL 61EI1S.
' 1-25.0 NFE6EIDFP CABLL. UTTII� - DELETE
PLL UAL Hoff-vim - DELETE
�]pa¢_ LSGHi STARDAgfi IPFPUCEMEM EGTIONI
LIGOT STANDARDS SHALL E SPUN,ALUDINLM IN ACCORDANCE DETAILS SHOWN IN THE PLANS. AS SPECIFIED IN, THE TECHNICAL
PROVISIONS AID AS WLIMM HEREIN.
' 9-25.5JI TIMEF,}jiff RARDARDS T1MEP 6TMIN POIEi TIMER fiEPV1CF 6tPPOME - DELETE
E-2/.7 LUM1MIff F16;K AID ELLCTPi CAL CCAMCTIOE AT LSMT STANDARD 05F� tPEPLACEMIT SECT.CNI
' ELECTICAL DISCONNECTS SMALL K INSTALLED AT ALL LISM STANDARD USES. FIN HCIDEM SHALL E NATENFHOE. QUICK
DIMOIMKI TYPE. S.E.C. 09 APPROVED EQUAL. FUSED QUICK OISCONWT PITS S'ALL PACV:DE MTEO'ROM IN LINE FUSE
REMOTION. ALI CONMEMONS SHALL E RACE NITR COMMISSION FITTIWW. UPON O:SCONECT. TH FUSE SHALL AEMIN IN,
0 THE LOAD EOt O Tot PIT.
THE FUSES SMALL K LOCATED IN, 7170 LOCATIONS, TIE FIPET FINS INSIDE THE MARC HOLE AT THE ME `7 TIME ROLE AID
THE StMNC KING PXV:CW FDA THE COMLETE FIRM US,T Sk"ICE 1 O SPECIFIEDI SHALL E LOCATED IN, A TYPE "f
' UUICTIOM NIX A6 REAP AS PRACTICAL TC THE ELECTRICAL I,'WIN COMPANY'S VAULT UP ROLE ISOUPCE IF POWER FDA THE
PETFM). FUSES FOMISN® FOR ALL LIGHTING CIRCUITS SHALL 7E CAPABLE O HELINNG THE OPERATING VOLTAK� OF THE
LIEL:T INVOLVE ARE SHALL HAVE Tot FOLLOWING CMRACTIRIETIt61
1. FUSES SMALL K CAPABLE OF INDEFINITELY SLPPORTING 110% OF THE RATED LOAD,
2. FLIES SHALL K CAPABLE O SUPPORTING 1951 OF TH RATED LOAD FOR APPpIIMTELY ONE MOUP.
A LORD OF2001 OFMIS LOX WILL EFFECTIVELY CALK 1ro,AMTAK0U6 BLONINO OF TRt FUBt.
a, FEES SHALL E RATIO AS LISTED ELON AM SHALL K SIM TO FIT Tf FUSE COMUAINEPS AOINISHLD ON THIS
PANECT, ACCOEING TC TM WWSACTUREP'S RECOMEHDATIOE TEPUCPI
1
' Sec'-e Mntc Spec,neat,dne IPA. C7/1//t51 Pogo 41
LLMSNAIE SIII SERVICE wLTAGE Qgy '
1.IMx W 1BA
ARC r 1a
250 r ICA
200 W ICA ,
176 W ICA
150 r ICA
10O A PEA '
FIDES SMALL E Cl LISTED
-U.E RAFT ARM, CROSS ARMS AMC Tj 1¢ - DELETE '
FQR.R BALLAR. TRARSGIMfMS (P[PLACfMj)`j SECTIGNi
BALLAST FOP HIGH PRESSURE SODIUM VAPCP LAMPS SMALL E DEEIGMED TO PAWEPLY OPERATE i00 WATT SSA. 100 WATT E5,
40 MATT M. 25C WATT IN. ADC WATT Et, BALLASTS FOP H.P. SODIUM VAPOR LAMPS SMALL BE AM IWLANAL 140-YOLT
REGULATCP-THE 101TM POWER FACTCPI. ,
THE RALLAWT SMALL E 006-11IPID TO THE LAW SECRET AND TEAMIMAL NJO. THE BALLAST SMALL HAVE AN ALLOWABLE
YOLTAE NAPUTIOM O UK THAN 10%. AD CAPACITOR, TRANSFORMER, OR OTHEP DEVICE SMALL EMPLOY THE CUSS S
COPCW06 IDENTIFIED 46 POLYCHLOPINATND SIPIEWLS (P.C.R.I AS DIELECTRIC. COOLANTS, OR FOP ANY OTMEF Puwm. '
EACH BALLAST SHALL HAVE A .-.L PLATE ATTACHED ERRIAENTLY TO THE USE LISTING ALL ELECTF:CAL DATA,
�j@A,]Q_LLM:NAf E6 :EPUCFEM ECTIOMI '
ALL LUM:IMIPES SMALL E OF THE DISTFIRLTION TYPE AMC WATAE INDICATED 1% THE PLANS.
LUMINAIRES SMALL HAVE A CAST-Al1MIMM HCLSIMG PROVIDING FOP A SLIP-FITTER TYPE MOUNTING AND CAPABLE OF ADAPTING '
TO A Q-INCH. DIAMETER PIPE TENDM.
LMINAIES SHALL E Of THE COSM MEAD STYE WITH AN OVATE REFWTCP (DROPPED LE HE'. FOP ARTERIALS AMC A CLEAR ,
FLAT LEIS FOP E610ENTIAL ROADW APPLILATIOIE.
ll. • ' :NAIFIE SMALL IND LAD THE POEA ODOR FEATUPF,
THE LUM.WE SMALL HAVE A GASKET BETWEEN AEFIMCTOP AM PEFLECTCA. A GASFLI OF FILTER YTERIAL SMALL BE PLACEL ,
BETWEEN THE LAID $MET .ND THE PSLICTOR.
THE MALFALTUEP'S RARE CA S1yCL SMALL E %EARLY MARLID ON EACH USUINAIE. ,
EACH LUMINAIPE SMALL HAVE A EEATNFAEBI6TAM. ANSI-APPROIND DECAL ATTACHED TO THE BALLAST ML41MG SC A6 % BE
READILY VISIBLE FROM THE GROUND. THE CFCAL SMALL E APP"IMATELV THREE INCHES SWIAE AND THE LEGEND $HALL E A '
-AIMUM OF TWO INCHES IN HEISNT. THE DECAL SMALL E QDLD IN COLOR WITH LAID WATTAO INDICATED BY THE FOLLMING
NUMEF:CA.L LEONDL
7 FOP 70 BATS 26 FOR QBO WATTS '
10 FOP 10C WATTS 71 FOR 510 WATTS
16 FOP ISO WATTS AO FOR AM WAITS ,
17 FOP 176 WATTS 7C FOP 7DC WATTS
QO FOR MOO WATTS MT FOP 1.000 MT
ALL LUMINAIRES SMALL HAVE THEIF COMPONENTS ECURB TO THE LUFINAIE FRAME WITH STAINLESS $TEFL MOUNTING HARDWARE '
j NLTS. BOLT$. WA6KRS. H:NGES. ETL,I. THE MDUSING, COMPLETE WITH IMTFGNAL BALLAST, SHALL BE
MEATMEF-TIGNT.
t
AA$A AR $NPIAANr LAI SQw1f FANPHA In.. C'..6 6[ '
tB-20.11_conTROL Eny 1 NI tFKPIt�CEF�rrt cECT1oN1
UNLESS SPECIFIED CTMFMISE. ILLUMINATION CIICUITS SHALL WECONTROLLED BY A COMBINATION OF PHOTOELECTRIC CDNTPOLS
AMC
LIGM
ING CONTACTOPS AS NUT® IN TE CONTRACT.
F29.11111 TIME CLOCF CCKH9 DELETE
128.111P1 PHCYCELECTIC CONTROLS IPFPLACEENT SECTISMI
' PHOTOELECTRIC CONTROLS SMALL E PLUMP-IN DEVICES, RATED TC OPFRATE ON 120 VOLTS, 90 HZ. THE PMCTO-CELL SHALL E
A SOLID STATE DEVICE WITH STABLE TUHtOM VALUES IN THE TEMPERATURE RANGE - 55 CEGREES C TO •70 DEGREES C. THE
PHOTO--CELL SMALL E MOUNTED EYTERNALLY ON TOP OF THE LIMINAIRE. IN A CONTACTOR-COMTNLLID SYSTEM. THE
PHOTO-CELL TO CONTROL THE PETER SMALL E MOUNTED ON Tit LUNIMIRE E/.EST TC THE ERVICE/CONTACTCP CAEINET.
' THE PHOTO-CELL SMALL E CAPABLE OF SWITCHING 1.000 U76 CF INCANDESCENT LCAC "ON" AS MIN,
2.26.12111 ILLUMINATION CIRCUIT SPLj0jL.JFEP ACEMEKT ECT1001
' ALL SPLICES AMC TMS SMALL E NUDE USING SOLDERLES6 CRIMP COMECTOK ON LKEMKL40 CIRCUITS TC SECURELY ,WIN
THE W1ES BOTH MECHANICALLY AND ELECTRICALLY, ALL SPLICES SMALL EMPLOY EPOt RESIN FILLED IN CLEAR PLASTIC
MOLDS TO POW A MTER TIGHT SEAL ALL MATERIAL USED IN THE SPLICE FIT SMALL E COMPATIBLE WITH THE WIPE Am ITS
INSULATION AS USED IN THE LIGHTING SYSTEM.
F22.11 TRAFFIC SIGNAL COr"OLURS LRIPIACEENT SERIDNI
' THE UNIT SMALL OPERATE ON 120 VOLT, BO CYCLE. SINGLE PMAE ALTERNATING CURRENT AND SHALL USE THE POWER LIE
FREQUENCY AS A TDN BASE. THE TRAFFIC SIGNAL CONTROLLER SMALL BEET TK REOLIPEENTS OF THE NATIONAL ELECTRICAL
MMUFACTLREK ASSOCIATION INEAI 61AIVAMC PUBLICATIONS.
CUELKN7S SUCH AS RESISTORS, CAPACIINS. DIODES Aft TRANSISIGNS SHALL E INDIVIOUALLY REPLACEABLE LTILIIIK
APPRCVE FTAICAED SOLDERING TECHNIQUES. INTEGRAYED CIRCUITS SMALL E MOUNTED IN SOCKETS AND SMALL E EA5ILY
REPLACEABLE WITHUT O SOLDERING. ALL COMPOENT5 SMALL BESTANDMC "OFF THESEUP" HEMS.
THETRAFFIC SIGNAL CONTROLLER SMALL E CAPABLE IF INTEEACINS WITH THE MULTISOKC REAL TIME, MASTER COMPUTER.
THE IWNTROLLER SMALL E CAPABLE OF NTH ON LIE OPERATION ICONTPOL BY THE MULTISONIC METER COPLTEPI Am
SIAFOM OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEGUENCE OF SIGNAL PMAE$. INCLIOIE OVERLAPS, IN
CONFORMANCE WITH THE SIGNAL PNASIK DIAGRAM ON THY PLANS. MEN OPERATING THROUGH THE ON-LINE "S'TAN COMPUTER
IMILTISONIC NASTERI THE CONTROLLER SMALL E CAPABLE OF OPEFAIIK EITHER IN • FINED TIME POOL OF IN A
FULLY-ACTUATED MISS WITH SPUME DENSITY ON EACH PHASE AS REOUIPED, ALL CLEARANCE TIMING AMC PEDESTRIAN TIMING
SMALL BE ACCOMPLISH® AT THE LOCAL INTERSECTION.
' FI8.11121 fuSOM SPERATI01H6 IEP4CECjjT SECT30Nj
FLASH UNIT SMALL E A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LWS UP TC 1000 0Y76 PEP CIRCUIT ALTERNATELY AT A
RATE OF 60 F46KS PER MINUTE PER CIRCUIT. PLUS OR MINUS TWO FUSES PER MINUTE.
1 s.ze.1a1;1 F�M�gr Y_RRE-EwnoN IEPucEN�±.*��lg.FHl.
' EMERGING' VEHICLE PRFSMPTICN SMALL E FUFNISFM EITHER A6 SEPARATE UMI75 OR AS MODULES THAT PLUG DIPECTIY INTO
A PACK WIPED TC ACCEPT 2-0 CISCPIMINATOF TYPE UNITS. THE PRE-EMPTION SYSTEM OPERATION SHALL E COMPATIBLE WITH
THE ;M COMPANY 'WTICOW SYSTEM WHICH THE CITY OF PINYON IS CUARENTLY USING AM SHALL E CAPABLE OF BEING
ACTIVATED BY THE SAP[ TRANSMITTERS.
' MEN A PRE-EMPTION OFTECTCR DETECTS AN EKPQKV VEHICLE, THE PHASE SELECTCP SMALL HOLD THE CONTROLLER IN THE
REQUIRED PRASE OF ADVANCE DIRECTLY TC THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. TE PHASL SELECTOR
SHALL HOLD 7E CWPDLLFP IN THE PHASE :'ELECTED UNTOL THE OETt CTOP NO LONER CETECTS TK EMERGENCY KNICLE.
' 2Nptl�ntal B,K�nCMt lane IRWY 07//Si851 PM2a 43
J=:etu>�Iw�r
MEN THE
PHATSE SELECTCP IF REWORDING TO ONE DETECTOR. IT SHALL ROT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS ,
v RpH ME FIP6 DRECTC' 'cA SATISFIED
,
JllX1 SWITCHES 6ML: ;OMPOI SYSTEM PONDER AND S INDICATOR LIYRB SMALL INDICATE POWER , SIGNAL BEING RECEIY
6W7 IMULATE DETECTOR ®,
CALLS FOP EACH HIS,
CHANNEL '
P
��B+J�-�:_-l1£eVG CIAGUNG IILmL C_NEyM c.,sr�
TEE LC.TROLLER CARIRE7 SHILL HAM A WATERPROOF ENVELOPE WITH A SIOE ACCESS ATTACNEC TO THE INSIDE CF TYE WI/ET ,
C00E. T THE T!M7 ] DELIVERY THE kNVE
ASSEMBLI FS LAND LOPE SMALL HAVE FOUR COMPLETE SETS OF SCHEMATICS AK
C ay,'EMBU ES.
H1IMWLS FOR All
.TOR SJ MDR' ..RENEW rc '
IPpLACEMEM SE[120N1
A COIMELL-0UBIUN MOIC IMERFEPINCE FILTER SF TOBOY-T 50 ARMS OR EQUIVALENT SMALL E LW TO FILTER TEE A.C.
PONEP, ADOITIONAL•.Y, ALL POWER SUPPLIES SMALL HAVE KISS I HWHUNI TY 9-29.12171 TRAFR• FROM OTHER DEVICES WITNIA THE CABINET,
S lPFP rcNc
(�OIITbLLF'_�e ANT SEC'SONI
ALL TIMING FIMCTI BE AND INPUT AK k"U7 FEATURES FOP F 'PROVIDE` IN ADIT+A*ICE WITH MINA gTAKANDB, OILY-'�TUA7®' VOLIMEOEKITY OPERATION SMALL
BE
rNE COMYRD"S. 4WAll PROVIDE FOR SETTING EACH TIMING INTERVAL MY MEANS OF POSITIVELY CALIBRATED '
TIMING FUKTIC+ SMALL E ON THE FPOAT OF THE LOMAOLEP UNIT OR SHALL HAVE NFv@wM ENTRY AMCDISPLAY. FOP THE 97AMEV OPERATION, T &T71NE• TEE.
PROVIDE ALL TIMING AK ALL FUNCTIONS FOR SIGMLOPEMTIOOLNCOMKitFACTyETED KLIDE All CIRCUITRY OCIC CRYSTAL
ALTOMTICALLY OCCUR EOIIIIIED TO ,
IRON OPENING O '"COMECT UMS, FAI LIME OF HATER Co STANDEY OPERATION SMALL
THE MASTER, TEE BTANDRY OPERATION ON SHALL FOLLOW AK BE CCIKICEMAL IN PHASE TONFUTEp,
OR
VNiE DISPLAYED
BY
THE STINT 6 6TAMET OPEMT70N, TMhSFEP FbM COIPUTEP SUPERVISION SMALL MOT CALL OP A STARTING YELLOW, '
SECTIOMI P
blUP6 IR�i
THE TRAFFIC 61 OAL CONTROLLER ASEE IALIES, INCLUDING TN
4NC CAEIMT LMLL BE+ TESTED TC THE SA
T
ISFACTIONTSF THE ENGINEER.RAFFIC S'GP&L MTTEESTING AM IIARY CplOFal EOUIPMEM
CIKUTTS, PHASING AK -0LT SF A
L OPERATION SHALL COAT TM CITY ND TOR, ALL TZFIHE 'SIGNAL SHOP WILL MANE BRACE AVAILABLE TO THE CART OP REMCN 6iGMl SHOP,
PEMCN, MSNINCITON.SHALL AB6ENBU THE CABINET AND RE NTROL FOP THE REOUIP® TEST CPMENT EMONPUTIOMS, THE CONTRALTOPE ME CONTRACTOR S AL ALL INTEGRATED COFOW`WS SATISFACTORILY FUNCTIOOi�N6 SHALL START FOI THE
AM cow LETE D
HALE ll1ETlOW BNMII BTOP TYE TEST PERt DEMONSTRATION M '
m UNTIL ALL PARTS ARE SATISFACTORILYEET SMALL I AM
OPERATING. THE TEST 6HALl E EFTEKEC UNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE
OF THE EMIFE INTEGRATED PIC EM !AS
BEEN OfMONETMTBD. THE pO0N6TMTf ON ICY THE OC,YTRRCTOP TO THE ENESMEP OF ALL Cow"NTS FUNCTIONING PROPERLY '
SMALL MOT REUEVF THE COMMCT OP OF ANY IESF UGIBILITY RELATIVE TO THE FUNCTIONING OF ALL AFORFSTATg
CCATRDL BEAR MEN FIELD INSTALL®, PROPER FUNCT
1 ,T
THEME SHILL E A PATH POWER SWITCH INSIDE THE CABINET THAT SHALL RENDEP ALL COMrbI EO;IPNGNT ELECTFICALIY DIAL ,
MHEN S ELIC OFF. TEES SMALL E A CONTROLLER POMP SWITCH THAT SHALL RENDER THE CONTROLLER AK L09 SVITCE:NU
JJEV2CE6 G DEVICES. DEAD MULE MAINTAINING FLASHING OPERATION FOND PtPPpGE6 O [MAKING CONTROLLING MTCYZK DEVICES. '
bLLER6 OR LCAC
EASE M '
�PIFMr{WI Gp"'r,"t'a's 1%. OLYS 6`:
26.1317IB CONTINUED
STOP TIME BYPASS Sl11TCH
THEME SMALL BE A SWITCH 1N THE CAB1ET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE INTt MS&CTIUN IS PLACID
CH FLASHING OPERATICN EITHER BY THE FLASH 101TCH OP THE FAIL 6,4E MCNITOP, THE CCATPOLLEM SHALL IMPELIATELT STOP
TIME. THE STOP TIRE BYPASS SMIRK SHALL MFACK STOP TIME FROP THE CONTROLLER AMC REMIT NORMAL CYCLING
OPERATION WHILE THE IMERSECTICA RBAINS IN FLASHING OPERATION.
DETECICP TEST HVTL"
EACH VEHICLE AMC PEESTMIM PHASE SMALL HAVE A MOENTAM ;SPRING WLRA'; CETECTCR TEST SWITCN. WHEN CEPRESSM.
THE S1111CN EMI, PLACE A CALL ON ITS EIPI011E SIGNAL PHASE.
CIMKN;ENCL OMLEi AMC LAMP SOCKET
' A CONVENIENCE CUTLET PACTECTED WITH A GROUND FAULT INTERRUPTER AMC AN INCANDESCENT LAPP SOCKET SMALL Ilk
FURNISHED IN
THE MIN CABINET. A 0000 SWITCH FOP THE LAW SMALL M PROVIDED. THIS CIRCUIT SHALL BE PKTKTND
T A CIRCUIT BREAKER RATED AT E0 AMPS.
' FAIL SAFE UNIT
THE FALL SAFE LNIT POLL MONITOR BCTN THE POSITIVE AND NEGATIVE PORTIONS O THE A.C. 621E RAVE FOR ALL GREEN.
' MEER AND PEDESTRIAN .ALA INDICATIONS. THE CLRATION O A DIEPLAV BF CONFLICTING INDICATIONS SMALL MET E LONG
E/CLEH TC E V1616LE TO MOTCAI61$ OR PECESTPIAEE BEFORE INC MONITOA INITIATES FLASHING OPERATION. THEME SMALL
E A VISUAL INICATIDN THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION.
' � PpCTKTLW lL1GM]M6�PlE6TjPj
TOE CONTROLLER SMALL HAVE AN IMPLY VOLTAGE SURGE PAC'TKTGP THAT SHALL PPCIECT THE CONTROLLER IMPLY FROM ANT
VOLTAGE SURGES THAT COLD DAMAGE THE CONTROLLER OF A,• O ITS COMPONENTS.
ALL WIPING TEEMIM
' THERE SHALL BE A TERMINAL STRIP FOP FIELD WIPING IN THE CONTFDLLEN CABINET. THE TERMINALS SMALL BE AtPEMED IN
ACCOICANCE ►ITN THE SCHEMATIC 61PING OIAGAv ON THE PUNS. IF A DIFFERENT HUMPING SVETEN 1S USE FOF TOE
CABINET WIPING . THEN BDIN NUMBERS SMALL LABEL EACH TERAIMAL APO THE CABINET WIPING SCHEMATIC DRA►SAGS SHALL
' INCLUDE THE FIELD WIPING MUSING WHERE THE TERMINAL STRIP I6 ILLUSTRATE). A COMMON BUS MP WIN A PIKIHIP O 15
TERMINALS AND A UPOLM MP WINO A MINIMUM O 6 TERMINALS SMALL E PROVIDED.
' COMPLIER INTER ACE UNIT
INTERFACE COMIMICATION DEVICES SMALL M DESIGNED AS SEPARATE UNITS OR AS MEDDLES THAT PLUG CIFECTLV INTO THE
CONTRCLLEP CASE. THE COMUNICATICM DEVICE& SMALL M USE FOR Of LIME COMPLIER CONTROL O THE INTERSECTION AMC
' SMALL BE ( F OF TRANSMITTING ALL OETECIOP AMC SIGNAL STATUS IMFJRATIDN AMC RECEIVING AEC DECODING COMMAND
INFCAATIO. rROR THE COMPLIER ALL IN CONFORMANCE AMC WITHIN THE CAPAIIUr OF THE MULIISCNIC MASTER COMPLIER
LM/I AMC THE INTERCONNECT CABLES. IN THE EVENT OF LOSS O SIGNAL FROM THE FASTER COMPUTER THE INTERFACE
' COMUK:CATICN DEVICE 6MLL EMPLOY THE LATEST STATE-CF-AFT EMCIDIW.IDECEDING, M LTIPLEPINC TECHNOLOGIES IN ORDER
It PPCVIDE FCM THE BI-01PECTIOML COMMUNICATION O DATA AMC COMAS INFOMRAIIDM BETWEEN THE MASTED COMPLIER AGED
IHE INTERSECIIDN.
6-29.101710 CONYSLLER CAB1 KIa IPEPLADEMCM SECT10M1
EKM TRAFFIC CONTROLLER CA6:NEI SMALL PROVIDE A WFATHEMPROOF HOUSING AND HAVE THE FCLUOW:NG Al CLINEPEATEU
1. CONSTRUCTION SHALL K O SHEET STEEL.
S. THE CABINET SMALL CONTAIN SHELVING, BRACKETS. RACKS, ETC. TC SUPPORT THE CONTROLLER AMC ALL AURIUARV
EQUIPMENT.
1
ENF 666n t61 6P6R,f,t6TNCH6 LRA. 07/15/151 FIG. At
3�211.131710 COMRTSINts ,
3. THE CABIWT SMALL E OF ACEDUATE SIZE TO PROPERLY HOUSE THE COMTIDLLEP AID ALL AUXILIARY MUIPMENT AM '
AW SIDELINED APPURTENANCES.
G. THE CASIWT SMALL HAVE A FILTERED AIR INTAKE AID A LEAP FAA. TIC AIR INTARE FILTER SMALL E CAPABLE OF
IMPEDING FOREIGN MISS. SUCH AS DUO. LINT, ETC. Tit LENT FAR SMALL K IN THE TOP OF THE CABIHET AND
MOPWA!ICALLY CONTROLLED. '
5. M WHET DOOR SMALL Of P CVS60 KIM THE FOLLONIK1
A. THE RA:A DOOR OF THE WIMET SHALL IICUME A I= POSITION MP STOP AND SWU E SECURED WITH♦ COME:%
TYPE S LOW. THE KIN POOP SMALL ALSO CONTAIN A POLICE DOOR WETH A COMVTInMAI POLICE LOUT. INSIDE '
THE POLICE PAWL THEE SMALL E A SIGNAL WQFF OIISTCN MLECM SMALL PWMI61' ANY SIGNAL DISPLAY IN THE
FIELD MR WILL ALLOS TIE CWMX EQLIPIEMI TO OPERATE MEN PLACED IN THE 'OFF' POSITION, A SECOND
0111713-SMALL K THE ALTO-FLASH SWITCH. MIEN PLACED IN THE 'FLAW POSITION. COMTPOLLEP POWER GALL
REMAIN ON Alt CONTROLLER SMALL STOP IIK DEPENDENT ON SWITCH GETTING ON THE AIPIUAPY PAWL DESCRIBED ,
LATEP.
W. THE WINET SMALL HAVE A METAL ETCH PRIKF COAT LRCER THE FINISH COAT, THE FINISH PAINT COAT SMALL E
A DEFASLE ALUMINUM OR MFPEIITOW GAY, OF EIMIW IN COLOR, CAPABLE EF PWYtr IP6 AGIT FOP A PIN:PW '
OF FIVE 151 YEW.
c. SOT*POOPS (0111N AND POLICE PANEL) SMALL MW OW-PIECE HEATH ROOF WOPEW OXNET6.
i-39.15 fLASFIK EACDF CONTSL - DELE17 ,
k-itAt-ANSUEUIRLA�
1EHECULAN SIGNAL WADS &HALL HAVE THE LIPS SIZES AS GOWN ON THE SIGNAL PLANE. VEHICU AP SIGNAL PEAL HOUSING ,
SHALL CONSIST O 6ERIATE SECTIONS AND K WANOABLE TYPE FOP VERTICAL MOUNTING. LENS SMALL K SLAG AND MEET
i.T.E. SPECIFICATIONS FOP LSHT DUTPU.
t,E6.161EIA OPTICAL VKIS IREPLACEK BEC110NI t
TW MUD OPTICAL UNITS UALL CONSIST OF LENS. PEFLLCTCR6, LAW HOLLERS. AND TRAFFIC SIGNAL LAWS VISIBLE TO IHE '
TRAFFIC KING CONTROLLED AT DISTAICF& FROM 10 FEET TC 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS E%CEPY
DENSE FOS. ALL 6 IMP CONVENTIONAL HEADS GALL EMPLOY 67 00 GO RAPE TRAFFIC SIGNAL LAWS RATED FOP ISO VOLT
OPERATION, US MINIMUM INITIAL LIMEK. K6 PININM INITIAL LUMENS. GOOD MA. MATED LIFE. S 7/16 INCH LNG^ CEWEP ,
LENGTH, "I ILLS. MEDICO USE, CLEAR IMP CHOP. TWELVE INCH CONVENTIONAL HMO SMALL E FUAISI® WITH 165 MR
TAAFFIC SIGNAL LAWS RATED FOP 13C VOLT OPERATION. 175C MIMIPLM INITIAL LIMEW, GOOD W RATED LIFF. 3 :NCH UGPT
CENT" LENGTH, P-65 GULF. MEDSLP USE. CLIAA IN CCLOR. ALL MAE6 SHALL E INSTALLED MIT" THE FILAMENT OPENING
K.N111 UP. '
ALL SIGNAL LENSES SMALL K O INC COLCP, Sin AND SHAPE AS INDICATED ON THE CONTRACT PLANE AM SPECIFICAt106,
THE LEM DESIGN SMALL GIVE All PULED AM 00~10 DISTFIK'TION O NIGHT WITH A MINIMUM AND" THE HDRUWAL. ,
THE LENS SMALL E SLAG Alt SMALL FIT IN TC A WO'NEW EAGNfT IN SICM A MY TO WHOOP THE INTERIOP O THE LIRE
AND REFLECTOR fATWWRL(F AM OUP-TIONT. THE PEFLKTOP SMALL E OHE PIECE. ALZEK AUMINUM COIFOPING TO
I.T.E. STANDARDS. THE OPTICAL UNIT SMALL E DESIGNED TC PREVENT ANT OBJECTIONABLE REFLECTION O THE CAM'S RAYF
EVEN Al TIE O THE DAY MEN THE SUN MT &F:E CIPECTLY INTO iHE LINE, '
>61.181111 PAINTING 6}y NtL HFACS IREPLACEPf NT SLCTIONI
SIGNAL WFCSN IKLIDIN6 OUTSIDE OF VISORS AND OAO GN SAD PLATES SHALL E FINISHED In TH TOO COATS O ,
FACTORY-APPLIED TRAFFIC SISAL YELLOW LUC FNAPFL. THE INSIDE O THE VIGOPS AID FPOT O BALE PLATES &PALL G
flla&IIL PITH TWO COATS O FACTOR-APLIED FLAT SLAG EMAPEI.
F-GO_TSISI FOLYCAROOATF TRAFFIC SIGNAL HEMS - DELETE
HY.161DIA G IIDN PoLrIAGERMATE TRAFFIC SIGNAL HEADS - DELETE ,
PASS Y Suvt*WrW SPMcinutranA (PTV C7.15,'B5i ,
1 B-SB.t6:LIB ti jMN PCLYwwwE TRAFFIC SIGNAL E'fm - OELETE
' 9^2E.17 516NAL t" POINTING SPACFETL AID f:TTIME IPEF WACEWN.T SKTSONI
VFOICIE APO PEDESTAIM WAD MOUNTING HANCMK $HALL E AS IKSUTED ON THE CONTRACT PLAINS AAD DETAIL $EET$.
ALL MATING MICMAE SHALL E 11I07ED WITH TIED COATS O FACTOPY APPLIED TRAFFIC SIGNAL VELLGW OFF IS FHIWL.
E3S.iS VEMI CLE CETKICR IPEPLACEPENT SKTIORI
OETKTCAS SHALL E USED FOP ACTUATION OF TRAFFIC ACTUATED COMFOLLE06 ANC PETER CETECTIDN OPEMTICN, DETECTING
SHALL E EITTER HAGNETOPETFN TYPE. iNCLCTION LOOM TYPE, ON CTNEP TYPES AS 6PKIFIM IN THE CONTRACT,
t B'LB.IC PMEFTPIM SIGNAL IPBJCENEM ECTTW
PEDEETAIM SIWAL HEAC6 BALL E TK WON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS
$HALL CISPLAY TWO STM/OL NES4ES. "NA,ED" (FOR THE OC HOT MUG, ■ODEI IN POPTLANC DRUNK AM "NAM (FOE THE MU
MUCEI IN LUMP WHITE. THE MESSAGE MODULE SMALL CONSIST OF TWO WON OAS TWEE ENCLOSED 1% A NOUS:kG PADS OF
POLVOAWONATE PLASTIC, Tit LENS MTEPIAL SHALL E POLYCARBOMTE PLASTIC. HOUSINGG SHALL E CIE CAST ALIYINUW
AND SMLL E PAINTED WITH Teo COATS OF FACTO, APPLIED TW flC SIGNAL VELLON MAED ENAMq. THE VISORS SHALL IS
' FLAT ILA" IN COLOR
FSB.i01t1 NEON SPIO TYPE (I�LACEWM FECTIOPI
' ALL NEON. GRID HEALS SHALL E FWIWED WITH I-CRATE "PE NISOP& NAPE OF PCIYCAPBONATE PLASTIC DESIGN$ TL
ELIMINATE SUN PHANTOP, TNE MESSAGE MEDULt SMLL E PAMICED WITH ELECTFICAL CCNTALTB WHICH PLUU OIFECTLY INTO
RECESSED COMACTt IN THE 1PANEOWEP ENCLOBYE WHEN THE MODULE IS IN ITS PROPER POSITION. Tit POWEF SUPPLY TO
1 OPERATE THE NFSSAGE MODULE SHALL E 115 VAC WITH THE ^ANC" E Kl. OPERATING ON A eE MIT PAY. AND THE "MN"
SYIWL OPERATING CN A BB MTT MAY,
FSe.PY PLASHING ENWN - DELETE
' lSB.Be SERVICE CMIWTS [MIACEPENT SECTIDNI
' TINE SIONAVSlAEET LIGHTING SERVICE CABINET SHALL E AS :MCICATED ON THE COMPACT PUNS ARE OF1111 SHEETS. ALL
ELECIFSCAL CONDUCTORS. SUSS MPS ANC COMDMTOP TEiP1NAL5 SHALL E COPPEP OR SRA66. THE CABINET SHALL E
FABRICATED FMP OALIMN:TED COLD ROLLED SWAT STEEL. WITH 17 GAUGE USED FIN OTtP:LP SLWACfS AND 14 GAUGE FOP
IMEPICP PAWLS. 0000 NINES SHALL E THE CONTINUOUS CONCEALED PIAK TYPE AMC NO WWUNO. PSVRS OF WITS &HALL
E VISIBLE OW610E THE EELOBURE. THE CABINET COOP SHALL Be FITTED FCP A E57 lWtWL CA TVK LOOK, TW
CMIWT SMLL NAVE VEMIIATIOR. LOUVERS ON THE LOEP AND UPPER SIDES CONPLETF WITH BIKERS. FILTERS AND HAVE RAIN
IIGM GAMETE. TW CABINET DOOR POLL PAVE A OW PIECE WATNER PRO$ NEOPRENE GASFET.
8-1124111 PAINTING, lPE>�LEMEM S5Ct10N1
' THE FINISH COAT SHALL E A FACTOR, WSW ON CHAPEL LIGHT WE} IN COLCP. THE WLVAN:gD StNACE SMLL WI ETCHED
MORE THE BRAED ON ENAMEL I6 APPLIED. THE INTERIOR SHALL E 61VEN A FINISH COAT O EATEP:CF GFAOE O WHITE
WTK FNAM.
5-11,24121 ELACTRIM CLICUIT WANT PS ANC COMACTOIS LNJJELACNLjjrt ;jsjjqNj
THE ELECTPICAL CINCUIT ~EW NAED IbMIACTUW SMLL E AS INDICATED ON THE COMPACT PLANS ANC OETA:L SKE".
INS FO.LDNONB 1041PKWT SMLL E FSATOO NOTION THE CABLNETI
A. FAUN 01RNll BFeaer
1. 4eesN tim"ll .wake Ne
1. Ut/litV ALNB 1110 Klt-K AM wtesl 6.F,1. TYPE
e. Light teNtwl test "Itch Itw wIP16 &SRI
B. c"testeH rater roF eKN tlwMlt
' EDC'.Fwl.e: PIG'F Q
i-28.]4j21 CONTlM t
E. OW&A Pa Le b,Sech bsokv (al par Llphtlnp Hrcults 124C raid '
), ah, ISO Mlt, SO sop Hnpto "to Branch brooks, ITo, utltltV pLupa, B. Type 3-sinte phase
IBO/NO raft p,eundul Mutrek e"Ice
S. D" 110 "Lt 40 am slHSLe "to OreMH brooNs, INBnoI se,rinl
10, Couplets prv,Mans Tor IS b,eber pate '
IT. Naps plot" phisho bL&tk With spit. W,Pravl% eacept tM Mth brossv Which shalt be rW W1th
White L,tterlrp, Alt .r OLstM eNU be ettpchM EY S.A. ec„WW.
1p. Pete, bee section, era V1MMMsu" '
�3�25 AIPLIF:EP. TPANEOEfP ANC TENIIML CAEINNIS IREPLACENENT 6ECTtrgl'
THE ROLE MOUNTS YtWIML SOP SHALL E WE E KLDFC FIBERGLASS, BE MET IN COLOR, E APPROXIM1110 10W WISH
B' SIDE s A' DEEP AM HAVE A MSWIMIBI E 1/ TERMINALS ON THE TERPIML KOLAS. TIE 60 SHALL E WATWEN TIGHT,
HAVE A SINGLE DOOR WITH COWIMIPUB KINE ON ONE SIDE AM KPO HOLD DOWNS ON THE DOOR LOCKIRS SIDE. ALL
HASMRE WILL E STAINLESS STEEL. '
P39.IA DUCTILE IPM FIFE (PAFTIAL PfPLACFNENT SECT10P1
PARAGRAPH It REPLACE 'CLASS 53 M CLASS 50' WITH -CLASS 52' '
Q,3C.?A GATE VALVES1PAFTl AL PEPLACEYENT SECTSOPI
AEDLACF PARAGRAPH 1 W:THI t
VALVES SHALL E DESIGNED FOR A PIMIMP MTEP OPERATING PIfE31PE OF 200 PSI, SATE VALVES SHALL E
ICIA LIST 14. WALLER CO~ NO. A230C. PACIFIC STATES. U.S. WETROPOLSIAN. KENNEDY. OR NLH. ,
APPROVAL OF VALVES OTHER THAN REVELS SPECIFIED MALL E DETAINEE PRIOR TC BIO OPLN1NG.
ALL GATE VALVES LEE THAN IS' 1% CIAPETEP SHALL INCLUDE AN S' . 24' LAST IRON GTE VALVE BE AID t
EXTENSIONS, AS REOLIPED. ALL 12' DIAPETEP AND LAREP GATE VALVES SHALL E INSTALLED IN A WWI.
SEE WATER 67AWAS DETAIL FOP 12' GATE VALVE ABEPBIY VAULT AID 1' BYPASS IWSTALIATIDN.
tj"2L_VALYE HARPER p0615 IPAPT]AL REPLAC'RENT 6ECT10N1 ,
NWPLACE PARAGRAPH 1 WITH:
VALVE KAMER POSTS SHALL E INSTALLED AT THE DISCRETION E THE CITY IN THOSE WAVED AREAS WHERE THE '
13 DF THE VALVE BP COULD E COVERED BY WEEDS, SNUBS. GARP OR CTNER HATEPIALS. 7. Vµ VE HANtEM
STALL E FASPICATED ANC INSTALLED IN CONFORMANCE 617H THE STANDARD DRAWINGS.
L_30 a MDRAATE IMACEPEM SECTION) '
FIFE HYDRANTS SHALL BE ]UM, OR APPROVED EQUAL. APPROVAL MUST BE OGTAINED PRIOR TC B:C iPEA:NG,
�3y,pA FM CCMNECi IONS IPEPLACfMENT SECT 3lP7
HYDRAI.-5 SHALL i CONSTRICTED W:TM RECHAKLAL JOINT CONNECTION UNLESS OTOEFPISE SPECIE:EV IN BIC PROPOSAL '
CE SCF:PT:ON,
cps 41 Bupueenut 07/15,'151 ,
r kf. NIT DIKKI0116 (PARTIAL PBLACENEF1 SECTION]
' RE➢LACE PARACAAPN 1 WIT"N
FINE MDAAKT6 SNALI BE CONEY TYPE (OPENING NIT" THE PRESSWEI COW:APING •C ANA C-604-60 91TN A 6
INCH INLET ANSI A N.V.O. OF 5 INCKSr TWO B 1/2 INCH NOSE N011LES WITH NATIONAL STANDARD 7 Eli
THREA06 PER INCH AID ONE A INCH PUNPIR NOIZLE WIT" THE KV SEATTLE PATTERN 6 THREADS PEP INCH. 60
DEGREES Y. THREADS. 0.0. INNING 6.175 AM FEET DIMNETEP 4.6266r 1-1:4• PENTAGON OPERATING NLT OPENED
BY TVHNING COUNTER CLOCAWISE ILEFII.
FIRE 1NCRAMT6 SHALL BE IOWA ON APPROVED EQUAL. AFPROVAL KST BE OBTAINED PRICK TC BID OPENING.
t DO.)Blll FOIPDATf�M IATEPIAL CLASS k AK CLAS B 2PAPf IAL PEPLACE"ENT_a�.Tjgq
PAAAGPAFH I r REPLACE 157 SENTENCE WITH:
FOUNDATION MATERIAL CLASS A AND CLASS B SMALL BE CP161ED GRANULAR MATERIAL AK SHALL CONFORM TO THE
FOLLO%I NG GRADATIONS WHEN TESTED IN ACCCNDACE WITH A61N DA22.
9-30s,?1B12 FOUNDATION MATERIAL CLASS C — DELETE
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TECHNICAL PROVISIONS
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TECHNICAL PROVISIONS
For
Sunset Sewer Pump Station System
Sanitary Sewer TV Inspection 6
' Sewer Grouting, Phase III - 1986
' SANITARY SEWER IN-LINE JOINT TESTING
The Contractor shall test each pipe joint with an approved compressed air-
powered in-line two-cuff test unit. The test unit shall expand and isolate
each joint and compressed air testing of each joint will be accomplished.
The test shall be observed for 15 seconds with a test pressure of 6 PSiG
' over any ground water pressure. A pressure drop of 2 PSI during the test
cycle shall indicate a failed joint.
The unit price per each for Sanitary Sewer In-Line Joint Testing shall be
full compensation for all labor, materials and equipment necessary for
setup, traffic control, compressed air and all incidental costs.
' SANITARY SEWER IN-LINE JOINT SEALING
The Contractor shall joint seal or grout each failed joint or crack „ith an
' approved sealant and in-line two-cuff injection unit. The injection unit
shalt expand and isolate each joint or crack segment and the joint sealant
injected. The joint sealant shall be ?M 0 250 Grout or approved equal.
Approval for other joint sealant must be secured from the Engineer prior to
the bid opening. Excess grout protruding into the sanitary sewer will be
removed, when in the opinion of the Engineer, sewer capacity will b, reduced
or cause future ma;ntenance problems, will be removed by the Contractor.
' The unit price per each joint for Sanitary Sewer In-line Joint Sealing shall
be full compensation for all labor, materials and equipment for setup,
traffic control, video monitoring, grouting or sealant material, installatior
t of grout!sealant and all incidental costs. A single orifice packer shall be
used.
SANITARY SEWER, FLUSHING
Before any other work, the sanitary sewers shall be flushed with high pressure
water flush equipment. The flushing shall be done fluxti,,.J from the down-
stream end, going upstream. The flushing equipment !hall provide a flushing
water pressure of 1200 PSI. The outlet out of the downstream manhole shall
be screened to catch flushed debris wnich shall be removed. The City will
provide water.
The unit price per linear fort for sanitary sewer flushing shall be full
compensation for all labor and equipment necessary for sanitary sewer flushing,
' se Lip, traffic control, sewer debris removal and all incidental costs.
Sewer debris disposal shall be paid on a separate pay item.
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Technical Provisions Cont.
SANITARY SEWER TV—INSPECTION
The Contractor shall provide TV inspection video recording tapes of the
Sewer Television inspection, or sewer television during the sanitary sewer
joint testing and grouting work. The Contractor shall record the video
tapes on video equipment compatible to the City's VHS TV
player. The Contractor shall provide the video tapes, tape box and index
each tape on its boxes binder. The Contractor shall complete the TV Log
Sheet (see standard drawings) noting any pipe failures or deficiencies.
'he unit price per linear foot for Sanitary Sewer TV inspection shall be
' full compensation for all labor, equipment and materials necessary for set-
up, traffic control, video recording, providing video tapes and all inci-
dental costs.
SANITARY SEWER DEBRIS REMOVAL AND STORM SEWER DEBRIS REMOVAL
The Contractor Shall collect all removed Sanitary sewer flushing debris and
dispose of this material in an approved disposal site.
The unit price per ton for Sanitary Sewer Debris Removal shall be full
comp-ensation for all labor, equipment, materials for setup, traffic control,
drying, weighing, dump fees, waste Mile excavation and backfilling.
The unit price per cubic yard for Storm Sewer Debris Removal shall be full
t compensation for all labor, equipment, materials for setup, traffic control,
drying and dump fees, wastehole excavation and backfilling.
ROOT TREATMENT
Where roots are discovered in a pipeline section, the roots shall be removed
' by the Contractor prior Imical grouting. Root removal shall entail
treatment with Vapors 'ham, a herbicide by General Chemical Co. of
Salem Oregon. This rep., tment shall be performed a minimum of 30
days prior to mechanical xl and joint sealing with chemical grout.
' in pipeline sections with roots, a root inhibiting grout additive shall be
used: Dichlorobenzonitrile in a concentration not less than 20 ppm in the
grout gel. Manholes shall be treated and incidental to the sewer pipeline
treatment,
MANHOLE SEALING
' Marholes shall be sealed with 3-M CR-?50 grout by holes either penetrating
the manhole wall or the surface road. After grouting all PCC surfaces
t penetrated wall be grouted with non-shrink PCC grout - "Master Builders" or
approved equal . Asphaltic road surfaces shall be patched with fill depth
AC Hot Mix in accordance with the Standard Spec, All AC joints will be hot
tar sealed.
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SEWER TV a GROUT
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SEWER, TV & GROUT
i"=800'
ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive Item)
1. Mill Avenge South and South Sth Street - freeway
undercrossing and bosh upper and lower MH's. 320'/10" - 2 MH's
' 2. Renton Stadium Line (deleted).
3. Windsor Nay NE between Edmonds Avenue NE and
Windsor Pl. ';I. 2?0'/6" - I MH
Note: City will have upper MH installed if required by Contractor.
4. Bronson Nay NE easement line behind house 0569.
Bronson P1. NE. 300'/6" - 1 MH
' Note: City will have additional Ill's installed if required by Contractor.
5. NE 9th Street f, 1 Dayton Avenue NE to
' Edmonds Avenue NL. 250'/8" - 1 MH
6. Glenwood Avenue NE from NE 9th to street
e curve. 550'/8" - 4 MII's
7. Kirkland Avenue NE from NE 8th to
first MH north. 340'/B" - 2 MH's
6_ Midblock easement between Monroe Avenue NE and
Lynnwood Avenue NE from NE 7th Street to
' NE loth Street. 1300'/B" - 4 MH's
9. NE 9th easement north off of 9th between
Monroe Avenue N€ and Olympia Avenue NE. 160'/8" - 1 MH
10. Storm MH (deleted).
11, Midblock easement between HE 6th Street and
NE 6th Place between Monroe Avenue NE and
Olympia Avenue NE. 580'/6" - 2 MH, 1 CO
' 12. NE 6th Place between Inge% Avenue HE and
Index P1. NE. 280'/8" - 2 MH's
' 13. Midblock easement along public walkway easement
on NE 6th Street extended, between Index P1. NE
and Jetferson Avenue NE. 250'/8" - 2 ilft's
14. Jefferson Avenue NE south from NE 16th Street
to first MH. 220'/B" - I MH
15. Harrington Circle NE southwest side of loup
to north first MR. 220'/8" - 2 MH's
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' ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive ltem) Continued
16. Midblock easement between Tacoma Avenue NE
and Shelton Avenue NE north of N. 6th Street
and South of N, 6th Place. 350'/8" - 3 MH's
12. NE 4th Street - north side from Monroe Avenue
and Voc-Tec Admin. Building. 700'/8" - 3 till's
i18. Rear lot easement - South (behind) side of
homes facing Grandy Way S. and west (behind)
side of houses facing Bronson Way NE.
401 Grandy Way S. to 349 Bronson Way NE and
west to MH in rear of 411 Grandy Way NE. 650'/6" - 2 MH's
19. Edmonds Avenue NE from SW 7th Street to
south first MH, 370'/6" - 2 MH's
20, NE Bth P1, from NE Ath Street (just east of
Aberdeen Ave. NE) to Camas Ave. NE. 600'/B" - 4 MH's
' 21. From rear lot easement Sewer Line 018 above -
Grandy Way NE easterly of 1-405. From
411 Grandy Way NE to 454 Grandy Way NE. 580'/6" and 8" - 5 MHs
' 22. NE 9th Street from Edmonds Ave. NE to
Fp,ndale Ave. NE. 250'c8" - 2 MH's
23. Kirkland Ave. NE from NE IBth Street to
Hillcrest curve. 425*18" - 3 MH's
' 24, lidblock easement from NE lath Street
and Pierce Ave. NE to MH in rear of
3507 Sunset Blvd. (behind City Reservoir
site). 220'18" - 2 Mli's
25. NE 10th Street from Edmonds Ave. NL and
first clean-out. 200'/8" 1 �1)1, 1 CO
26. Shattuck Avenue S. from Bcsh Pl. So., north
tc next MH. 450'/8" - 2 MH's
27. MidblocK easement from Ferndale ve. SE to
midblock CO behind 1740 Beacon Way SE to
MH at 1719 Ferndale Ave. NE. 170,18, - 1 MH, 1 CO
28, Midnlocl easement rrom Glenwood Ave, SE to
Index Ct. SE. fey at 1704 Glenwood SE to
' MH at 1620 Index tt. SE. 300'/B" - 2 MN's
29. Midblock easement from Sunset Blvd. SW is
Stevens Ave. SW, south of Langston Ave. SW,
From Shell Station westerly and up to
306 Stevens Ave. SW. 800'16" - 4 MH's
ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive Item) Continued
' 30. NE E.h Street from Q�Fan Ave. NE to
Power R/N. 420'/8" - 2 MN'S
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