HomeMy WebLinkAboutWWP2701901.11985.CBD Sevier Trunk Replacement S. Tobin Street 2!2
Rainier Ave. So. TO Logan Ave. So.
Shattuck Ave. S. Ext. S. Tobin St. TO S. 2nd St.
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ALL DEFINITIONS O REC06M1ffit MUDAY6 IN '-'ME STANDARD pEFIFICATIONS AE DELET9, AM EOID. IECfo I1E0 NDUDAYS
SMALL E AS FOLLOWS:
HEW YEAR'S DAY. LIECOLM'6 BIRTHDAY. WASHIMON'S BIRTHDAY. MWORIAI DAY. ARY A. LAMPDHE
AVFT
Y. EPA
DAY. TMMSGIVINS AID THE DAY FOLLOWING, AND CHRISTMAS EVE AND CMISTIYLN DAY. THE DAY BEFORE
VEY ' CHRISTMAS SMALL E A Mk"AY WEN CMHISIMS DAY OCCURS ON A TIEEDAY ON FRIDAY. THE DAY AFTER
CHRISTMAS SMALL E A HOLIDAY EFEM pgISTI" DAY OCCURS 001 A ::,,SAY. VWKSDAY. OR TNARDAY. DEN
CHRISTMAS DAY OCCURS ON A SATLRDAY, 71E END PRECEDING WOHWING :AYS WALL E OEERV'FD AS HOLIDAYS,
WHEN CHRISTMAS GAY OCCURS ON A SUNDAY' THE TWO 'OWING DAYS FOLLOVIN6 SMALL,' OBBEPVW AS HOLIDAYS.
THE CDMTM0OR 16 OLPECTED TO OILIENTLY PAOSFCUIF THE NOW TO COMPLETION 1N ALL PARTS AM EQUIREIIENTS. tHt
FAg1FC1 SMALL E COWLETED WITHIN THE "at NOTED IN THE CALL FOR SIDS. PROVIDED, ICWEVER. THAI TE GT NMALL
MARE THE R76M {PUN REpE61 ff THE PUBLIC NEWS DEPARTMENT. CITY OF ENTTR. WA, TO E)TEM THE TIME OF C0MPLETION
OF SAID NEW. NO ENTENGIOM SMLL E VAUD UNLESS THE WEE E 1N WRITING AMC AGDONPANIED BY TIE WRITTEN CONSENT
TO RICH EXTENSION BY THE SLMM OR THE 1010 OF THE CONTRACTOR. TIME LOST IN REPLACING IHPREPER NEW ON
t MATERIAL SHALL MCI FURNISH ANY GROUNDS TO Tie CONTMCIOR FOR CLAIMING AN ENTENSI ON O TIME FOR THE COMPLETION
ff THE VAR. SAD CMLL MOT MELlAE THE CONTRACTOR FROM DAMASE DR LIABILITIES FOR FAILING TOE FOR COMPLETE IRE ETIO
WITHIN THE TDE REQUIRED,Now
' "I's (IED]^ATFD DAMAEs IAdf3TloML ECTIQjIj
THE L10UIDA:EO OAMEE DD MI IN:'.'DE..IV ARE IN ADD711061 TO, DAMAGES FROM COSTS FAR INSPECTION, SUPERVISION,
LLSAL DLPENBE. AM COURT CTST6 INCURRED an"'10 CMRADl COMPLETION DATE. THE OF ADDITIONAL INSPECTION AND SUPER"SION SMLL E AN , LIMN EQUAL TO ACII L SALARY COST PLUG 10D PERCENT FOO OVERHEAD.
1-0C.11 OVERTIME WORK BY OWNER EWLOYE --�Ea lADUITIONI 6EC71 gN;
WHEN 11E CONTRACTOR PERFORMS CUNSIRU TION BON OVER THE ACCEPTED O HOIR6 PEP DA7 OR AD HICUNS PER WEEK, ON ON ANY
CITY NO'.IDAY, AM THE NOW REQUIRES INSPECTION, TEN THE CONTRACTOR SMALL REIMBURSE THE CITY AT THE PATE O 450
PEP EUP. THE CITY 6PALL HAVE THE SOLE AUTHORITY IN DETERMINING THE IECE65IT O HAVING TE OVERTIME
INSPMTION. AM SMALL NOTIFY THE CON•;,ACTOR O ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WIIL E
DEDUCTED FROM MONIES DUE THE CONTPAC'Op ON EACH MCI .HLY ESTIMTE.
1-00.11 Mw Cj0R'6 PANT AM EQUI RMEMT IREPw ACEMENT
THE f4MRACTDR ALOE SMALL Af ALL TIMES E RESMMEIBLL FOR THE ADEQUACY. EFFICIENCY. AMC SFFICIEMY O H16 AMC
HIS SUBCONTRACTOR'S PLANT AM EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT 10 MAKE USE O THE COTPALTUP'S PLANT
AM EQUIPMENT IN 1NE FERFORIAMCE OF ANY WORL ON TM SITE OF THE HOME.
THE USE BY TN OMEN OF SUCH PLANT AM EaUlAENT SMALL E CONSIDEED AS EXTRA WORN AMC PAID FOR ACCORDINGLY.
EVER THE UNEP NOR THE ENGINEER ASSURE AM EPON61BILIT. AT ANY TIE, FOR THE SECURITY Or THE SITE FROM THE
' TIN. CONTRACTOR'S OPERATIONS NAVE COMMENCED WILL FINAL ACCEPTANCE OFTIE VOR BY THE ENGINEER AM THE OWNER.
THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES. AM WATCHMEN F RVICE, AS E DEEMS
EC ESAMY FOR THE PUBLIC SAFETY AM FOR THE PRCTECTION OF THE 61TE AM HIS PLANT AM EQUIPMENT. THE OWNER WILL
E MCVIDED KEYS FOR ALL FEMB:, SECURED AREA, ,
1
I
11
SUPPLEMENTAL !PFCI' ILATIONS REVIDGHO.'S51
PAM 15
t"o
THE CONTRALTOR MIL= GIVE H's PERSONAL ATTENTION TO pND DOLL SIPERV: G: THE ROW iL iME [IV 7MT IT 6MAll E
PAOCICUM FAITWULLT, AND WHEN E 16 MDT PERSONALLY PEENT ON THE BOW Ll Tt. ME SNLLI AT [IVALL PLEAT IT P ITIMES
E R9REENTBO n A C:EPFTENI BLPERINfEBOENT WHO 6NLLl HAVE FULL AUTHORITY 10 EXECUTE THE SAME, AID TO EP'PLY
MATERIALS. TOOLS, AID LABOR WITIDUT WLAY' AND OW SMALL E TIC UAL REPRESENTATIVE. OF TIE CONTRACTOR. T
' COIIIaAROP SMALL E UARLI FOR THE FAITHFUL OA61VANCF OF A INBTRCTId6 DFUVFRED TO HIM OR TC HIS AUTHOR1281
IEF'IEENTATIH.
ECT:d 1-08 MEASUREMENT AID FATIEER
1-0G.1 MCA6INEMENT a EW.i ITIL6 LA ITICVAL SECTION]
THE CONTRACTOR WILL E RESPONSIBLE TO A6GRE THAT ALL DIU'OERY Tlf:[,_ IMI ARE FEOUIRLD FOP TEE PtRPOE E
' CALCULATING QUANTITIES FUR PAYMENT OR FOR AERIFr1R6 T,,, a VAT,, ARE IECEI VFD DY IRE ENGINEER AT IN[ T2NF OF
UELIIERY IN DIVER FDA PAYMENT TO BE MW:z,
1 A• BY TE�
PAYMENT WI- L NOT I MADE FOP DELIVERY "OKET'V UN1CH DC ALT CJOF TYPE OF MATERIAL, IRIDES OUGHT, TARE
EIGNf, TRUCK MUMER. DATE, EIGNIASTER6 CENTIFICATION,AND IWINICTOR�6 INITIALS. CALF CERTIFICATION
SMALL EE SUEHIr�ED .S EARLY IN TH• PROIFCT AS POSEIOU.
EACH NEWT STAT,ON SMALL MAINTAIN A NP.:DfD OF TW TRICK MINER, TIME, DATE. AND RE:,.NT OF AL. iRCAS
PRO' COPY
MATEFIAL TO THE PNDTHE C T, I I' EIGHT UST SHALE E MIMTAIMLD 1N OUPLICAIE N-TH SHE IIGNE COPY TSAMBN:'T® Dolt 10 THE CITY F TM WALE ATTENDAFT. 1.' ISOUTEL CASED 111EE SLAU RE IL•NR IS
NOT AL'AILADU. THE INW 70P SMALL MEASURE THE TRUCA A -LURE AND CERTIFY AS TO 116 FULL LOW DELIVERY.
L FY DINER PEA
METHOD FOP MEASLEEMENT AND PAYMENT FOR MATERIAL VPOUCM TO THE SITE BY ANY OTHER "LAM RILL E ' DETERMINED BY CONTRACTOR/ONTIER AGREEMENT BEFORE AMID OF TE CONTMAST,
1 -08.3 SCpF' OF PAYMENT LMDITl_ OML 6ECTIC I
' ALL COSTS AMC EXPENSES FDA ITEMS DF BORE, EOUIPNENT. OR MATERIALS. INCLUDING INSTALLATIONS, NOT 1DEM1"ED A-
W
E 11.:N6 IN THESE SPECIFICATIONS SMALL BE INCIDENTAL TO THE PR0.1EC'T. NO SEPAMATE PAYMENT IF ANY RIM WILI WEMWE FOP THESE INCIDENTAL ITEMS,
' PARTIAL PAYMENTS ON ESTIMATES MAY E WITH'ELD UNTIL A NOW PROGRESS BCHEDUU, AS OEBCll%w IN SECTION S. MS
WEN ECEIVM AND APPROVES. IN THE E ENT THAT AM MATERIAL ON BOWNAM6MIP ORES WD TELT THE IEOUIIBIEUTS OR
' SPECIFICATIONS. YME CITY MAY NAVE THE OPTION TC ACCEPT SUCH MATERIAL OR BOWMANSHIP IF .: BE 1ME DI TECTOR OF PUBLIC
R SEEMS BUSH ACCEPTANCE TO IN THE BEST INTEREST v THE CITY. PROVIDED PUBLIC
CET' MAY ME DDT IA'E PAYMENT IC A
LOWER EMIT PRICE FOD SAID MATERIAL OR BOWMN6Mlp,
A-DT ="IhS. IA:rLRS. AIM MOWSVPCLIAEV
POI._ 01®06A1 IF USABIi MAT[a IAL i DEBa16-Le.4IRIAL ,R�.pyE�,YT ECilglj
DEUTEt THE FDNTRACTON SHALL DISPOSE OF ALL OFIFIS BY ONE OR MORE OF THE THEE U,SPOGII METNCUS DElCNIRNE ELON
ADD, •1 �E WNTMACTOR SMALL COMPLY WITH AIL LAMS A`D RULED GOVERNING DISPOSAL OF DI.NIG AW COMLSTHUCTIM
MAT,RIALS 1N APP40VM LANDFILLS.'
SUPPLEMENTAL OPEC, IUAPIOMS EVIDSHD/SS)
PALE IRE
r�41,e111 Olgq¢ll ET1m IC. 1 _,1 DELETE
1[. ¢ - CONTROLLED iww"O - DELETE
2-01yPlALD1�Lh1El METHOD ?LO. A, DJEPOGL Al A LANDFILL IADD1T1pML CECTIDNI
ALL DESAli METE, EXCESS COETRMloN MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OMIER ON
CORTMC'T04 OR D1EPOSEi' O P AM OTHER A"WVED METHOD ARE TO E DISFOSED IP AT A LANDFILL APPROVED AND L10EN6fi`
WT THE AP{RODRIATE SOVERMIE SODY.
re-Ot 7(U ROADSIDE OLEAMLP - DELETE
r711.6 P-YENT PAR,]AL REPLACEMENT KCTJOM;
DELETE ITEM A
r!O NEMML OF WMAIYEB AID DmIECTELFE
E'02.71i1 IIBIMAL IF PA I EMENT, Jj�`�I.J,[�A� _��PLEMEMAL ECil�i
AODt
r B. WE AE AE4E A WPAVEMENT HAS BEEN REHOVED IS TO 1 OPENED TO TRAFFIC BEFORE PAVEMENT
PX:R6 HA3 KEN FIMIBNED, TEMPORARY NO COLD _ MIXED AE`MALT CONCRETE PATCH SHALL E
IlDIIIAFD, 19F MM COLD MIX PATCHING SMALL K PLACED TO A P01NLM DEPTH OF 1 INCH IMMEDIATELY
AFTER R%WILLING AND COMPACTION AM COMPLETED AND MORE TN[ ROAD 16 OPENED TO TRAFFIC.
, 9,2 C PA1EMTJW6E EENT ^OT10NT
' ALL CDM RELIT® TO THE NENOIAL O STRICTURES AND OK'RUCTILNNS SMALL E CONSIDERED INCIDENTAL TO AND INCLUDED IRA
THE UNIT CDN`,ACT PRICE O OTHER SIC ITEMS ULLLSG DESIGNATED A6 A SPECIFIC Blo ITEM.
re-= RC/OMAY EXCAVATION AC al"NEET
3 1 DE&RTPTION IPAPT IAL REPLACEMENT 6ECT:oN1
rW ACE PAMGMAPH a WITH,
nE LOBE INCLUDES THESE ITEMS LINUM THEY ARE DESIGNATED AS PAY ITEMS IN THE COMTMCT,
1, HAUL
S. SLOPE MOUIDING
B. EXCAVATION O STRICTURES, DITCHES AID CHANNELS.
' A. REMOVAL CF UNSUITABLE MATERIALS.
B. REMOVAL O PAVEMENT . SIDEIALA6. DRIVEVAIS, CU'AB AND OMER, EXTRUDED LURB6, AND OTHER 61MILAP
DURFACE IMPROVEMENTS
P-03,71Y1 p¢N CUf6 IPARIAL EPLACEKMT KCTIONI
r REPLACE PARABRWH 1 CONTROLLE1 NUGR166 WITH,
CQNTROLl81 B1MING — KFUE &UASIINS VILL K APPROV., lE CONTRACTOR MUST ommipATE TO TE
ENGINEER AND LOCAL POLICE AND FIE DIPAPTNEW16 THE E61 FOR THIS METHOD E D'UVATION, IF APPROVED
KFOK ANY SIASTING EGlkS, THE ENGINEER VILL REQUIRE TM: CONTRACTOR TO PROVIDE INFORMATION ON MDR
r DRILLING, LOADIN' AMC SHOOTING WILL K ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE , DETATLED
EXPLAMIIDN O M . ECALTIM VILL K FOLLDED li BLARING is AM AIBAM OR RESIDENTIAL ARE,
r
rSUPPLEMENTAL SPECIFICATIONS REVIDb1ry B51 PAGE 17
�03_3:/AIR USUITABLL� A710M VAl'ON IREPLACEENT BELT lOMI
MIEN MW ON THE PUNS UP IRE" FECIFIED IN TIE SPECIAL ""Olpi. "'ABU MIUML VROIRD SHAL, BE EXCAVA�YIED
00
PRIOR TO THE PLACEIENT OF EKBANMENT OV'.P THE AREA. INE USTAVLE MATERIAL MT CONSIST OT MAY,
UNSUITABLE MATERIALS. INCLUDING IMIED LOGS AID STLFKS. THE NATvk AL HALL E EXCAVATED BY THE CONTRACTOR AS
DIR6T D BY TIE EM ' R TO SIVE THE CONSTRICT® ENMIBNENT FULL SEARING ON SOLID ECIND.
MATERIALS EXCAVATED FNO" THE ROANVIY 0 CHANNEL CHANE PR10S. WILL NO E CLA261FIED AS LSSUITABLE FOUNDATION
EXCAVATION UNLESS THE RAOVAL MUST E ACCOWLISHEC BY OMGLIE OPERATION DP BY SPECIAL 'JCAVATION RETHEDS
EOUIRING OIFFEREW EOUIPENI FROM THAT USED FOR ROADWAY D(CAVATION. IN Wl,,,H CAS[ lKAGI.EMEM ABU PAYMENT AS
•UBUITABLE FOUR^F110N DDAVATIDW ON A PEP CUBIC YARD BA616 SILL APPLY.
"3 3E1A1F DIWLA91001 Of ITADU FOUNDATION MIEBIIIB - DELETE
' 2-03.5 ►AYH" IPAPf1AL EPUCEMEM ECT10M7
NI ADO TD 'it,
DN_ OF PARAGRAPH 1N
AI I N .TEPIAL UNITS COVERED IN THIS SECTION $FALL INCLUDE HE MUL TO AND ' 'O" THE JOB SITE AS PART OF
11EIR WIT PRICE.
WLACE PANWkAPH I ITEM 1 WITH"
-S EN THE EMSINEEII LMDFR6 EXCAVATION 2 FEET OR LESS BELOW SUBDIVIDE. WIT CONTRACT PRICES FOR ROADWAY
EXCAVATION AND MAUL SHALL WLV. IF HE ORDERS EXCAVATION "ONE THAN 2 FEET BELOW SN 6MOE. THAT MAI
FLOE THE 24WT BERN SMLL E PAID FOR AS PROVIDED FOP IN SECTION 2-03.5131 UNSUIIABIF FOUNDATION
EXCAVATION. -
REPLACE TEXT OF ITEM 3 N11`1
•USUITABLE FOUNDATION EMAVAIIDW, PER CUBIC YARD.
WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES. THE CONTIIALT PRICE PER CUBIC YARD SMLL E FULL
1 COWENMIIOM FOR EXCAVATING, LOWING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL.
M N NO 010 ITEM FOP -UNSUITABLE FOUNDATION EXCAVATION" APPEARS N THE SCHEDULE CF PRICES. SUIT AN ITEM
' FOP FOUNDATION MATERIAL. CLASS A OR CLASS B APPEARS IN THE WHEDI OF PRICES. TIE PAYNEM SMLL E AS
SET FORTH IN ECIIDU 2-09.5.7.
WHEN NEITHER OF THE ABOVE ITEMS 16 PROVIDED IN THE CONTRACT SUCH WOW AS MY E NOFRED BY THE
ENGINEER SHALL E ACCOMPLISHED �5 EXTRA NCR AM PAYMENT BILL E MADE AS PROVIDED 1N SECTION 1-0A.A.
REPLACE TEXT OF ITEM 7 EITH%
' 'ALL C061 FOR EMMXK"ENT COWACTION SHALL E INCIDENTAL TO OTHER PAY ITEMS INVOLVED.-
, R--0A MAE
2-0A.-B PAYMENT IREPULE NT _IQY).
ALL COSTS FOP THE MULINC OF MATERIAL TO. F" CF ON THE JOB SITE 64LL E CONSIDERED INCIDENTAL TO Apo INCLUDED
IN THE WIT CONTRACT PRICE OF D'.EP WITS E NON.
0-0 SLOPE TEATFEMT
FU5.5 PAYENT 1pEPUGEMENT SECT IOMI
w j COSTS FOP SLOPE TRATWW SHALL E CON61DEPO INCIDENTAL TO AND INCLUDED IN THE WI1 CONTRACT PRICE OF OTHEP
WITS IS WORK.
t
' PAGE 1B
SUPPLEMENTAL ®EDIFIUT10M6 EV106l10/851
P-0 BEIBCTUE ONCAVATION
"9.1 oESC(¢F.T19M IBUPPLENENTAL ECIIOBI
' THIS HOW ALSO INCLUDES THE EXCAVATION, MA— AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PUT. MUCH. SMM'Y
OR UNSUITABLE MATERIALS, INCLUDING BURIED LOBS AND STUMPS.
•B1.�L_WApAL OF IBESTABLE MBE MATERIAL IPARTIAL PEPLAUKL Kul. Nl
REPLACE PARAGRAPH B WITH,
BRAWL SACKFUL FOR FOUNDATION MATERIAL >HALL BE CAUWMED OR PARTIAI CRUSHED GRANULAR MATIFIAU. NElll%;
THE REQUIREMENTS OF SECTION B-BONS FOR GRADATION AM QLAAUTV.
FOB B1110 OISPOGAL OF EXCAVATND M/EPUL IPARTIAI REE IACEFEIMSECTION1
RBLACE THE SECOND AND 'MIND PARAGRAPHS WITH.
' TIME UNIT CONTRACT PRICE FOR STRICTMN EXCAVATION CUSS A OR CLASS B SHALL INCLUDE ALL COSTS FOR
LDNOING AM MAULING THE MATERIALS.
P-09.4 MFABUPBIFNT PA A PM ACENENT ECTIMH
' MINIMUM TRENCH WIDTH FOP PAYMENT WALL E 1 F00T.
IDRIZONIAL LIMIT FOR PIPELINES LARDER THAN AB INCHES, PIPE ARCHES MIS IMAM So INCHES IN GPM, STRUCTURAL
PLATEPIPE, AND Iw•W iT—. . eE 1.6 FEET
LOWER UNITS FOP PIPE. THE BOTTOM OUTSIDE OF THE PIPE ":E ®TTM O REOUIRW B®OING MATERIAL BILL SERVE AS
THE LOWER LIMIT FOR MLABURING EICAVATIM. TVA ENGINE[- MY .TUT ANOTHER LIMIT WHEN EXCAVATION MUST E MADE SLOB
WADE.
' DELETE THE LAST TWO PARAGRAPHS.
"9.B PAYMENT IPE.P 01 SECTIOMI
WHEN THE PROPOSAL INCLUDES AM' OF THE FOLLDUINC BID ITEMS. THE OWNER BILL PAY AS FOLLOWS,
1. -STRUCTURE EXCAVATION CUSS Al PER OUBIC YAM.
S.-STRUCTURE EXCAVAIION CUSS B.• PER CUBIC YAND.
THE MiT CONTRACT PRICE PER CUBIC YAM FOR THE RI ITEMS LISTED ABOVE SMALL E FULL PAY f3R ALL LABOR
MATERIALS, TOOLS. EQUIPMENT, AM PIMPING IRCLAOIMG MAUL. IF THE ENGINEER ORDERS THE CMTRACTOP TC
EXCAVATE MEOW THE ELEVATIONS WDIM ONTHEPUNS. THE MIT CONTRACT PRICE PER CUBIC VAW FOR
.STRUCTURE EXCAVATION CLASS A Il�, - =1'1LL APPLY. BUT IF THE CWPACTOR EXCAVATES DEEPER THAN THE
PLANS ON THE ENGINEER EOU,ES, iNE ORNEH MILL MDT PAY FOR RATERIAL R310WO FROM BELOW THE REQUIRED
ELEVATIONS. IN THIS USE. THE COMPACTOR. AT HIS EXPENSE, SMALL REPLACE SUCH MATERIAL WITH CONCRETE
' OR OTHER MATERIAL THE ENGINEET APPROVES.
WEN -STRUCTURE EXCAVATION C.ASS V IS MOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION. AND ALL MAUL
AND DISPOSAL OF EXCESS OR UI:411ABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AM EQUIPMENT REQUIRED
TO EXCAVATE TO LIAE AM WAG'. FOP ANY PIPE, CULVERT DP CONDUIT WALL E CONSIDERED INCIDENTAL TO THE
PRICE PAID FOR THAT PIPE. CULVERT OR CONDUIT AM M ADDITIONAL PAYMMI SMALL E WE.
' B. •SND•d* AM IPWIMG OF EXTRA EXCAVATION CUSS A.....," ELM SM.
THE LIPP SUP CONTAACI PRICE SMALL E FULL PAY FOR ALL LABOR. MATERIALS. TOOLS, AM BUUIPMENT NEEDED 11
BUILD. DEWATER. PLACE RIPPAF TD PREVENT SCOU 'M REMOVE THE SMRIMC, CRIBS, COFFERDAMS OP CAISSONS.
' SUPPLEMENTAL EPECIf ICAIIONS REVIDE✓/h"BBI PACK 1B
B a e CmIp e
IF THE ENGINEER REOUIRE6 BIONIMG, CRIBS. COFFERDAMS. OR CAIBWNE WYEM THE OONTMCT PROVIDES MO BID
IIEN Fop
BMORIK OHWILL
CPIB6AS PROVIDED 1% OR EXTRA'MS THE
EXCAVAATIOCLAN A TMTF EXTENDS KIIMTHE R THE
QUEIEV"ON
EPTH
BROWN DN M PLAIT, THE OWNER CLL PAY THE LUW BUN PRICE AND IJ HOME •EN M DrtMA SEEM O 0T OPLAN
DOES NM EXCEED THREE FEET. FIR DEPTHS iLEATER TMAR THREE FEET KIM THE
ELEVATION 4OWN ON M PLANE
' PAYMENT WILL WE A6 PROVIDED 1N -ACTION 1-0
4.4.
B. •@RAVEL BACNFILLIIEIE 1.- PEP TON.
' TIE UNIT CONTRACT PRICE PER TON FOP THE SIM AID CLAW' OF ONVEI BAL�FILL IAED SHALL 4 FULL PAY FOP
ALL LABOR, MATERIAL. TOOLS, AM EQUIPMENT USED.
' 7. •FOUNDATION RATERIAL CLASS A OP CLASS B'. PEP TON.
IF EXVATION BELO' TIE ELEVATION SHOWN ON THE PUNS TO READW U16TABLE. OR ENO6ABLL. OR UNSUITABLE
JA
MATERIAL 16 PEG'.;/8ED 'N M ENGINEER THEN ALL LABOR. MATERIAL. AND EQUIPNENI UNDAT ND TO EXCAVCLASSATE.
LOU, W VL. AID DISPM OF EACH MTFAIAL, AND TO REPLACE M MATEPSAL W+.. FOUNDATION MATERIAL 12111 A
OP CLASS B 61MLL BE PAID IN TIE BID ITEM -FOUNDATION MATERIAL CLASS A DR CU'S f16ECTI0N Y-0.i.1Q 11)L
PER TON AND NG ADDITIONAL PAYMENT 6MLL BE MADE.
' NTY TRIM MS AID CLEA"
Fi1_9 COESTRECTION REQUIREMENTS IADDITIOWL B CTI
ADD TO PARAGFU F" L I
BMA@'. DOWN TIPPER,
UPTURNED STUMPS. LARIE OOLXE AND BOULDERS, AM OTHER
7. PEOVE TREES.
UNSIGHTLY NATFER OUTS(OE THE AREA STARED FOR CLEARING OR BEAWtN6.
B. THIN TREES DP BRUSH A6 REQUIRED BY THE ENGINEER.
B, FILL HOLES AID BOOTH AND CONTOUR THE GROUND
1/. OBLITERATENDS OF CLRS AW ABANDONED ROA06 ANDS TO RESHAPE THE THE ACFNl REA$ TO BIEEOIN AM TO NATURALLY WITH SURWND6NGS ANCE THE ARE" APPEARANCE'
' B ;K A041ALI CaCAM PAVENENI
b-04,5 PAYMlN1�PAPiIA} Nj_PART PN ACEMEMi 6E�OP1
ENOVING
' COELti ID REED INCIDENTALTHE1TOMAND 2INCLIOED IN THE 13UNIT OC ONTRACINTPPICE OFOTtPRRUM T6 OT60RMPY STRIPING 6MLl BE
' 0-05 amin ONERM PAVERTR
L.%s PAY Nf__1PAPT IAy R UCEMENT_4F.CIT�
REPLACE ITEN 7 WITH'
7. 'CEIENI CONCRETE ORIVERAY'. PEP WWAE TAW
FAO QD
' BIPPLFKW.kL MPECIFICAIIOM6 REVl O6/IO/851
I
[1
7-01 own
77VA- SAm tm._llwplliw MERIONI
ADD 10 PAMDIUPM 11
INNER THE CONTRACT DOEM NOT INCLUDE •STMATOE OLOAIMIIOR CLASS I.- AND 'STRUCTURE ONCAVATIDN CLASS S INCLUDING
HAUL' AS A MY ITEM ALL CD9tS AWMOCIATNC WITH T E6E ITEMS SHALL ! INCLUDED 1H OTHER CONTRACT MY ITEN6'..6
7-01 CULVERTS
7-02.2! MTFRIAL6 [ADDITIDML SECTION]
ADD TO PARAGRAPH IN
PVC PIPE 6-06.11
PVC PIPET WHERE PLAIN OR MEIIf01CFD CONCRETE, B EEL. OR ALUMINUM ARE WEIM® TO IN ACTION 7-02 ]T SMALL EE
UNDERSTOOD THAT REFERENCE 15 ALSO HADE TO PVC.
_-0R.3FIIC PLACINS PVC PIPE IA001 TIOIML SECTION]
1M THE TRENCH. PREPARID A6 IMIFIED IN SECTION '-02 7111 PVC PIPE MMLL E LAID BEGINNING �7 TA LDWER CIO.
W IM THE SELL END UPGRADE. PEA GRAVEL WILL IF 160 W THE M®OING MATERIAL AID FXTEND FROM 6• KtM THE MOTION
OF THE PIPE TO 6• ABOVE THE TOP OF NOT PIPE. el(N 116 NECESSARY TO CONNECT 70 A STRUCTURE MTN A MUODEO JOINT
A RUBBER OAMIETEP CONCRETE COLLAR WILL NC ICED AT THI POINT OF r'com"T10M.
?-%.A HEA&MWEM IPATTTIAL WLACE1NEN1 SE010N7
OFLETE LAST PARACRAPM
7-01.5 PAYIENT (PARTIAL REPLAl37EN1 SECTION]
DELETE ITEM 1 THROUGH 10 AND REPLACE W',Ths
1. ` Store 111e1h pipe Per L.F.
1. --• a CarrvpeteE 6t .L Arch Pfpe per L.F.
S. _• a rrupete0 Aluolmn Arch P pe Per L.F.
E. •CaNc rote Clue C` per C.1.
5. •_• Dloeetu Puree " Bectloh Per to.
DELETE PARAGRAPHS 5 A 7
7-08 I MCTIMAL PLATE ►IK. ►TPI RICH RCN, IUD ODERPASU
7-0O,A Mq',MEMEM7 IPAMAL REPLACEMEM
6ECijQNj
PGINreph . REPLACE `St.IT10H
"9.4- WITH 'SECTION P-06 5'
7-Oi.5 PN1'HgItT IPAMIAL PEPLACEHEHT
SECT10Hj
DELETE ITEMS 11. W el.e 10
REPLACE LAO PARAGRAPH WITMI
TIE ]MIT COHTHACI PH .:E FOR DUV[I MCAF l:t FOR FOUDA710116 CLASS N OR CLASS 0
$.:LLL E PAID IN ACMWANCI. WITH MECT`UN 1-0B.
' 6L"'LIKWIAL SPE(JIGATlOG IEVIDd10/251 PAO P1
' 7i4 From ■ER
i�,C PAIf.P1Kt1H�lElEw:lI.Y6IlGN
ADD, PVC 011i PIPE 9-ti:.1P
' 1-04.31111 PIPE DING ,- VMNj AL pCTlONI
AN,
PIPE 9DE46 FOR PAC rRP PIPE SMALL CONSIST G PU GRAVEL, 17 1w11 E PIACFD TC J� D1PTH OF S' DVIP
AND S• LODEN 141 EXTERIOR WALLS OF THE PIK.
� i.C..L .J,L dui t►Aptlu RE/' UPEMT KUIQPI
]@LACE PARAGRAPH 1. WITH,
DIMVEY LIME AID LADE WILL E P%W'JV SV THE E1GINUR OR COVET ACTOR '. A ROMP CDNGIM%r ITEM
ACCEPTED PRACTICES AND THESE IPWIFICA.IOIf.
7.04J 7 Mp31LLIMS' GT0W E9-R TMICKS li1F%f1EMjAL KCI.AM
• ADD TO PARAGRAPH S,
w PVC P:PI SMALL E MUM AND MP.FILLED WITH PEA GAVEL IN ACCGOAKI O171i 7-04.3111 E PRIOR TO
MCIF IL: INS THE HIA110E111F TIE TEIDM.
7-04,4 NEA�MENI !PARTIAL RPLACFFiM Ka I�
IEPLAQ PARAGR4M. A WITH.
F/"VAIIOM OF THE 000 SEW( 1K CH WILL E MEASURED At STRICTURE DGVAIIDM CUfR S OR LTRICTWE
t%LAVATIOM CUSS E IKLIDIM HAUL. AS APKIFIED IN SECTION 2.00.
7-04.5 PATHEM ]PARTIAL REPLACEMENT KETI"I
DELETE 1111% 1 THROUGH F AM REPUTE WITH,
' 1. _• St-n.AAPr Pilo, ►., L.F.
P. Cp..:ft. CUFA C, per C.Y.
' WHEN MO SID ITEM -GRAVEL MCRFILI FOR PIPE SEDDIRP If, VCLUDED IN THE WHOULI OF PRICES, Pl It EDDING AS G,DW%
IN THE SIAIOAR1 PLANS SHALL E CONSIDERED IKIOEMTAL 1U 14E PIPE AMC ID ADDITIONAL PAYMENT SHALL E WE.
' PEPIACE PARAGRAPH J WITH,
TESIIMG G 51O101 BFWEP ►IK IF REWIRED IN THE ENGINEER MALL E CONGIOFED INCIDENTAL 10 AID INCLi0® IN THE
UNIT CONTRACT PRICE!. FOP OT,EP 1TSUG.
1
7-05 MAMOLES. SPAR EXITS. DPW IWu... AND GTCN MS1NG
' 7 as.7111 WJUFr�NO RLtc Aro ulr�aLli �o EiRWt 1cwPttrE rnu EnIONI
ADD,
' IPA WPAV® E&kjji PAPPDLIS, CATCH BASIN$ AMC SIMILAR FIRCTIAEL IN AREAL TO E 5.'V AC® 111111% CRIM®
IDCX LM GRAVEL SHALL K QIMPAUCTO TO A POINT Af41101114ATELY EISMT INCHES E01 INS IPUSGJDI AND
COWNED ON A TGFV'APY Wm SVEp, 1XISTiNG MANHOLES SMALL E CUl OFF An LDO tl IPA A SIMILAR
PAMPA. ONE CG,TANCTUw -HALL CAREFULLY REFERENCE EACH 1ANNDU K THAT THEY MA, AT 'VOLT FOUIC M'G,
;LWILT1OM OF THE $1111117 WOMR.
tBU PUNEWAL G'tCIF1 ATLAS; REVIO61I01051 PAGE P:
7-00.7111 cOMTIMd
AFTER PLACING THE PNV1L 00 CAIRN /ION KKACING. SHE RIAMUS AM GRHHEU CAYINN WALL K
' COHETML'TM TO THE PINISHM MA01 V 114 RDIDNAY GAMMA. KCAVATION IECISIARY folk WINGING HANDLES
TO MLIDI WALL CENTIR ARM TN WANGLE AID N HELP TO TN Ml IIMM AREA IEGGGAPT. AT THE COWLITION
V THE RANDU ADANGTSIM. THE VOID AROUND THE GRADE Oft'. K KDfILLED WITH 1ATEIUALS MUCH RESULT
' IN THE SECTION RFDU1PID ON THE TYPICAL MAD MT GMION. AM K TIONUIMLY CONPACIM. OSRE
RTUIIN" WMACS THLATIENT IS TO II PLACED. THE NAMOU CANTINAS WALE K INSTALLED FM % In INCH TO
OM INCH HIGHER THAN THL MADWAY SKSFACE, AS THI EMINRP NAY DINKY.
' IRE CUKAT_MLF471 PQ.Y -WK "I DUS. CATCH NAS1NG AND SIMILAR IT%CIUMS WALL K COMIRMTLO AID
ADJUSTED IN TM SAKI AMIGA At OUTLINED IJOVI WILPT THAT M FINAL M. GTHENT WALL K WOE AID CAST
IMM FRAM N SIT AFIIP fO1K 'NAM MEN FLACK) AM MIKM. IN PLACING THE COICIEIl PAVEMNT. DTIOE
CAM SHALL N IAALR NOT TO AL'ER THE POFITION V THE CARING IN ANY HAY.
1M �pIMLT_y,Q14_xi?j_PAAVE$%RAAMLLS WALE TOT N WANTS UNTIL THE PAVIMR IS COIPUTW. AT MEICH
IIM IHE CURTER Ol EACH NANHOU SHALL K CAAlFuLLI PELOPATED IMP AIN(MICAS PMV101ELY ERAILIP® ST
TM CONTRACTOR. THE PRVEMNT WALL WE CUE It A MCMCIM AMA AM UK HATIRIAI K RWM TO Pt MCAT
084V L O THE COVER. THE NAIMOU (HALL TWO K BROUGHT TO PIIN A HIDE UTIUIIW_' THE LI111 IETHCOS O
COMYMClION P.Rt IN MLIVOI[ 1 EKLF. TM CAST IVAN FRAM SHALL K PLACED tN TM CONCRETE GLIWAE
AID WM® UP 01919ED IRIOF. THE ASPHALT CDICRET! MVMM SHALL K Cln AND MMOVID TO A MAT
• UHL, . THE GIAIETEM OF MUCK) WALL K IDEAL TO THE OUTSIDE OIAPMP V THE CNI IMIN FRAM PUO to
FEEL. T`E UK 1411011" AM CM P.M POOR SHALL K NWEOVM AID CLAG7 PS/GI EVIIICRET! PALL K PLACID
' SD THAT TM INTIM VOLUHI O TV. OCAVATION IE HEPLACM OP TO RTH1N GUT NOT 10 IRClM 1 1i4 IM n O
THE FINISNO PAVMWT MPFACE. ON THE FOLLOWING DAY THE CONCRETE . THE MK O TM ASPHALT CONCRETE.
PRVINW. AND THE GUTER MI V THE CARING SHALL K PRINTED WITH MT ASPHALT COEM. ASPHALT
COMM79 SHALL THEN K PLACED 10 COIPACTK WITH HAM TAPPIM AM A PRICKING M ILAN. AS -HALT CDMPFTE
WILL K PAID PON AS' AV' HLT COMPFIC PAYMENT, CLASS I INCLDINS PAVING ASPHALT PEP TOP. THE
QOPLATE PATCH SHALL NATCI. TH DIVING ARVID SURFACE fON TDTUE. DUMMY. AND UNIFORMITY O GWDE.
THE .OTNT KTWEIP TM PRTCH AD THE DRYING PAVWKNT PALL THE* K CAREFULLY PRINTED WITH MI ASPHALT
' CURRY OR ASPHALT BOUION A 1 SHALL K IIMMIARLY CONKED WITH DRY PAVING MID 28001 TOY ASPHALT
Cb.EIR SOUDIFIU. THE INC E THMIAT O IN PRNOLE /HALE ■ THOMOpHLT OWING) AM PLAWTEMO.
Pf.HN¢TRL III_$1N}uj THE ' CALL AUPGMIT AM MM! K CAST IMM !RAMS FOR WIN AID DID INUTS IC K
ADJUSTED TO WADE WILL K E SHUIIIM FROM THE FORM ON MJAIA*1 PAVUMHT MVFACES. THE FINAL
MJUSIMM O THE TOP O T i INLET WILL K PESPORI M IN SIMILAR NA*REG 10 TM AM;VE FDA PANHOUS. OR
t MP%Ul C0ICRRI. PAVING PM !CTS LING CUM AM SKITTER KT1C. THAT PORTION O THE CAST IKON FARM
TOT BROOM lR THE SKITl I KCT1ON IMLL IS SOLICLY WINDOW IN CONCRETE ALM M CONCRETE WALL
0700 A MIMIPIP OF SIX 1N 'S KVOM THE MK O THE [ACTING AND SHALL K LEFT 1 1/2 INCHII ■LOW THE
TOP O THE FRAME 70 TO IN WEARING OWING O ASPHALT COMAY! PRVMNT WILL ILITT THI CAR IMM
t FNWRE. THE INIETING 1.: WPI PRVBIENT AND MR V TM CRETINS SHALL N MINTED WITH NOT ANF ALI
DWIENT. MASTWENTS IN T INLET STMCTUE INALL K CDWMLCTM 10 IN MM PAVNGN ARE O TM SAM
NATIRIAL AS THAT MOUINN P NW IMSTI. THE 108101 0 THE TL ITS WAU K MRTAMD AM PWTIW.
1
1
' IUPUHENTAL SPICVlCATIOHE MVIOW10(Ki PFa It
t=%Alll roFn,+,l,
my%nLm SAElmj oAaLm-v4' %omNmS UO ISM{Et ic, cApl M{ib SMI.t ! MJlil(0 TD YNpf IM ME MBL MMBR AS; FOR MAN14DUS.
�H�N �_S�ETlI}� AM.`ItiMt MI6 V V&t Vt IM CUTIMI, SHALL WE IN TNL MNf MA Wp AS FOF MMHOLLS.
T-ABTA- 4fAEM11CM.LlK K%jLGLKM_ RE" Io l
"DIM PAPAGRAFH 1 WIIM,
MONANDUS AM CATCH MBIMS WILL IS MtABIBIm RN MH FOB TK FIMI 1:AS WAµM® FMIP fIMIS1B1 RIM
tLIVATIOM. ALL OFPTH WEATEM TMM 10' WILL K MID AS MM DFDTB IV VCLIS __•, OR B(M DEPTH CATCH MSIMS. TTK _ __al MEN VIMTICAL F00l .
B LACl PAM46114PH A, WITH,
STMLCTVµ UUVATIOM CUSS I AID VPL:.TUR DCAVATIOM CUES S, INCLUDING HAUL WILL ■ MIASSPED AS
iRif IM 1M SFCTIOII "ll.
7.05 1 ►ATWMT 1PBMTIAL_ IBL_f[�IT�Y.
O'LEll 'TM 1 TWAWI 10 AM M9UCt WITMI
1. a/te.Mera NVhPPIea ". Per •sch
/, •fAtrA O.pah VwHPUe . per V.F.
e, 'Catch /eeln TFP1_ _ , per awh
A. •Catch Hun TV,'_ •. eltlOet COUh. par each
B. •Atre Dsclh Cetcn /Hun_ , per V.F.
/. -Adjust NwHow, par awh
7. •Adjust Cetcn Mss,n`, pn awn
/. -Adjust Vsl...% Par ewl.
1. 'Adjust bnuacntA'. Par each
CELAFTE PAMSP/PN A
la ►Q/ AM FITT?= FOl WATUI MIW
�11/ a MT[M1I`e tPA. IAl Mf�uCkµ Mi y�j1PM1
MtPLAI! PAR~" 1 WE",
MIIMIALS /HALL MEET TPt µOUIMEM WS O THE FOLLOWING µCTI0NBI
P,p• 9-30,1
Ductlts S-OO.1A
Frttlr0 S-SD.P
Ducflla Iron Plpe W-M.PA
PlAStle file Wrap 1-00.0
Tracer Tye 540.9
7-I/ TOWAN /SC. �IO. Alp MWILL POP WATU MIW
7-10.7�7�,-gct!r_RIkv�114!�..LAMIAL.A!,@L M. 1_icuGfu
TYLACS PAPAaPAM A WI1NW
MSMSLP SEW O •HIP µN'PAY -ON Tµ'CH MCSFII/• WILL IS /T TK TOM,
Sis"04e AL fYIFICA11066 µVI061y'SSI
PASS CA
ONY, AM
MD IOU - DELETE
jrNr
$ Uliul SASE IyLTERIAI 1PMTIu ra.r..—.-_�
■■ EPLACE PARADRAPN T VIM,
RAYENT DON •FIAI'WCL AM` r AGENTS MI ff ISWUITAEE NATEIUAL' WILL It CONSIDERED INCIDENTAL ITF)S AM NoFINR U ION WILL IF "ADE,
TO DTHEp WIp
-1n s1oA1 MM RIEI gAyElj�I t�F�.,, .,,,.
'�',=V-!.uLIPMTIAI 11EF�LN�1
' MEPLAa vAMABIRAPH 1 WITIRI
PAYMENT Will E MAOF AT THE UNIT -
PTW SMALL EE Ftal of AT THE U Fop CONTRACT PRICE PER TOM FDA 'SANK IWN @PAVEL FOR T
TK TRENCH' ALA INCLUDED ��'� `:�• FINMISNI ME' "AILING, P TRENCH MLAFlI:` WHICH
EFDAVATED FROM THE TENCH, IN TIES M,.R CONTRACT PRICE IS THE WASTING OF IXCEES AND COMP4CTINT. THE MATERIAL FM
MATERIAL
)-1D.etom PfwDAnpR
iAYEMT WILL E MADE TA THIS
INlT COMr6 �AC�tl��
0AV COMPENSATION
EON OCT THIS U AM DI PER TON FOR'FIMADATIDM v,-PBUAL' l Ch PRICE
FOUNDATION MATERIAL PEP SECTION ►-30.70111 ff THE IWSUITAILE RATEPIA. ,.M EPIADI NG WITH T SMALL N- FULL
ME APPaMa, AIE
' 1-11 pIPE ImerTALLATION Poo RATED wa
T-1y3l0E1 LAYING DECTI Ip01. PIPEH I
EL PCIYfTMY •ME BE, MN w MaLMA
9 Fla POLYEINQS. NT 1
F1 T71ME, AM YAI VENCA&NEPT SMALL ALSO E IMG'TALIgt ON All APPUSTFNIMES,
ACCORDANCE WITH SECTION A-B ff AM, f1.6 ON RA1A LTI SUCH
PIPE LATERALS. COWLINSS,
_-/7.SIOSI_ A C�,_TI pNS TD_�icISTING IELN 1RART
AL_R I/`j�FgNT Una,,
ADO TO GINNING OF PARAGRAPH
BN
' CITY FORCES WILL MME ALL CONNECTIONS TO IXISTING PAINS. TIE CONTRACTDP
EM0M616LL FOR EICAVATING AM "WILLING TOE TEMP. IF FOR WMATEVEP
CItY FORCER WILL NOT Will PROVIDE All PARTS AM E
THE
EIFERC RIOM ff NOT
AKEI PEER CONNECTION
gTo TMFOIXATIM MIN THE C EAOON THE ENGINEER DECIDE' THAT
CONTRACTOR WILL LI MARE THE CONNECTION UNDER
DELETE PARAGRAPH T
'4LL )_ 11;(_� NypA�1��nESSupR TEST 1 P Ar...[M 6EETIONI
THA WATER RUNS AM AMPURT6RAMFb SMALL E TES ED LAMER A HTDRDR'ATIC PRE
p�S'TMA7 UNDER WHICH THEY WILL OPERATE, IN M GE NMALL SHE TEST
Rlli FV BE FOWL T PPS IN IXCE66 OF
SNADDLES, CORPORATION STOPS. P.NCELLAEDUS MST AM PIPING.
AND
LEGS TMANiBOO P67. ALL PLWS,
UMIMS SMALL E FURNISHED AID M OTHER EQUIPMENT
SCESSAM FOP
VaICIENI'LY TO PREVENT MOVEMENT IF THEOPERATED BY THE COPTRArTDR. Tit PIPELINE TENCH SMALL IF N! MgcFlllLO
' Stf� ICIENTIY PIPE UMfA PEG6LINt, All TMUSi NlDCA6
CONTRA'. CURED TO EACH DE61SN STRENGTH ROBE TE6TIMG. SMELL E IN p OR SMALL FINNISH AM I WHERE PERMANENT LACE AM
INSTALL TEMPONAM. BLOCKING AM TaST NLOtltIN6 IG MT EOUI RED. THE
REMOVE IT AFTER Ti6TEM.
GHE PAINS SMALL E FILLED WITH RATER AM ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM ff f.
ESCAPE ff AIR AND/OR ALLOW THE LINI MG ff TNF PIPE TO ANBUNC RATER,
TO FILL THE PIELI NEE FOR TESTING PUE06FG AT N TIME ff DAV THE TO ALL UW THE
THE OWER ]Ilt FIAEDH SHE RATED NECEGSAw
' FOR "", SYSTEM OERATION, WHEN SUFi1CIENT QUANTITIES OF RATER AN AVAILABLE
f]
SU UMEMTAL EPFCIFIGTIDN6 EVIOL'1Q/86I
PAGE y.
F�'LT a11u wWE2RlaD
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nr,
' ARSIA E
Pal
a e 10 le w e0 eA
A P ma O.E7 t.e7 1.5
9 1A1 S.N 7.1e 7.68
V T R ACO 0.60 1.60 1.50 -.so 0.40 8.00 7.60
F [ E P UM 0.64 1.1E 1." 1.65 1.97 e.At
a 6 S Fla 0.77 1.00 i.VA 1.40 1.6E F.AS E.89
R
A T a 1 no 0.71 0.65 1,iS "42 1.00 E.e7 F.8O
6 S got 0.61 0.e0 1.17 '.fa
a R too 0.64 0.65 1.06 1.66 1.70 a.le F.aa
a
-IF 11E PIPELINE UDER ISO CONTAINS ECTIONS R VARIOUS DIAMM06- TE ALLOWABLE UAGADE
' E FOR [AC, SINE. OR FORA THOSE DIAMETERS OR RE661ME6
WILL E THE BLM OF THE CEPIRED LEAM
HOT L:STED EY TNE FORMULA 67AiED IN SECTION 74.e./{ U TIE STANDARD SPECIFICATIONS-
O f"Us UM TM THE TEST MY E REWIRED ID E CERTIFIED 7oR AMWCV Al A LA60MRDR1 IT TE OWNER.
A Y1SI6lE IEAKAE OFIFCTED SMALL ISNN CONNECTED BY THE CONTRACTOR TO TNE M.II. n„73UN IF THE OMEN REGAIOLISS OF
' THE ALLOWABLE IEAI.AE EECIFIED ABOVE. SHOULD 1,, TEST SECTION
AAM EPA'AOE THE DEFECTS AID THEW NOTE, THE PIPELINES
iFCIF1ED, THE CONTRACIUR SHILL. A' HIS OEN EXPFME. ItILA
TE INU THE
A.L TESTS GALL E WADE WIT, THE MN1AN CAUXILIARY LATE VALVE SMALL EVALVES DANVy CAND P"IL EACH IMGAIMM AND RELIEVINGTHE
AFTER RL TEST IIL6 K-kTHIS
COMPLETED. EACH OF
Ga EE MIEN THE PE85UN L41FiTNAW�ATE NBT VALVE
TE WlV'.LIt E1 No CHECKED. IF
F-E THEME 16 NO
SMALL VERRIIFYY TMITMGN
THE IF TVA VALVE.
PIGSMME DIFAEEMTIAL ACROSS THE VALVE DOES NOT EXCEED TNE RATED WORKING PESS""
H MCTIONS TO E TESTED SMALL NORMALLY E LIMITED TO 1.60D FEET. TE OIRGR MAY Ea"IRE TMAT TE FIRST NCI ION OF
PIPE. NOT LESS TRAM 1,OCO FEET IN LfM6TH, IMr.LLVD 6Y EACH OF THE COMIRACIDA, CCREIRN i TESTED :IN RDERFETV
O QUALIFY TNE CREW ODOR THE MATERIAL, PIPE LAYING SILL Non IS
UN111 THE FIRST SECTION MALL MAMA KEN TESTED SWUSIFULLY.
PRIOR TO CALLING DO THE AMEN TO WITNESS IRSPRESBUE iE6T, THE CONTRACTOR SMALL HAVE F' L AEiPIPL IS IN A
41 SET upCCOMPLETELYY EMY FOR U'EMYION AID eMAL1 IAV: SLICESIFULLY nNORMWO THE TEST
III AFn-LIE TMI YE
SAIIEACTON CUNDiTION.
' EFOPE APPLYING 7E BPEC•r1ED TEST PRESSURE, AIR SILL AL FXP_LLED COMPLETELY FROM TE RIFE, VALVES AMAPEHYDRANTS. IF PERMANENT AIR VENTS A40 LOCATED AT ALL HIGH POINTS. THECoNTMCTOP SMALL INSTALL CORPORATION
COCKS AT 61CN POINTS a TWA IRK AIR CAN E EXPELLED AS IRK ONE 16 FILLED WITH WATER. AFTER ALL THE AIR MAE
SEEN WILLED, THE CORPORATION CODS 6MLL WE CLOSED AND THETE61 PRESSURE APPLIED. An THECOIClU6.ON 6 THE
RIE6ME TEST, TWA CORPORATION COCKS SMALL S REMOVED AND PLU6EC•
THE iEST iEA4L BE ACCOMPLISHED 6V pIMP1NG tE RAIN UptE EDUIRED FAES&IPEI Oor THE NEW FOR A MIMIMP OF 17
MINUTES to, ' TO A MMINM OF e0 MINES AS DIETitCi:D IV TDIINEP, AND TEN : 1P THE MAIM UP TO TE TEST A CAE N
AGAIN. DUIMG THE TEST. THE NOTION E1NG TESTED OMLL BE DESERVED 10 DETECT AM VI5161I LEAKAGE'
tLUnAIEGB'E ULft ffi EDIM:k1DNEFEDOMIIDON 6 COCORIE T10 AICLNCENI�GGOR OF SU WL.N KING TEST
IKE ®. THIS MAKE11 NATEH
LL
PAGE 26
6Li'PEIMENTAI MPECIFIUIIONS EVIOENOYSSI
L11.11111 Im
THI ENWIITV OF MTFA MwIRM TO AEETOE THE INIIIw HNADSTATIC MISSOUI. SMALL E ACCUA/FLY OFTEMINM P
EIMN 11 PIRVINS FROM 'N OK% WA1EP OF SUITABLE SIZE SUCH TIMI ACCWiE WUM6 EMERBRM S CAM E MADE NY
Tlt OEER OR, Of BY PIRPIHS TM DUQIm A FOFITIVE DISPLACEIEMT BATEII METER WITH A BEER UNIT HARD RC. ETEMNS ONE
MLUN PER EVOLUTIOP. M IETEF BMLI E APPROVED, F THE OMER.
ACCUMAMILIIV OF THE TEAT WILL E DFTEMINCE P TO FACTPN. AS FCLLMI
■ I. THE MOAMTM OF MTEP LOST FITDH THE Wf— SELL M01 EXCEED TE NU -ER OF GALLONS PEP IOW AS LIVTIV IN 1HE
FOLLOWI i TABLE.
P. THE I= IN PRESSURE SHALL NJT EXCEED 1 PSI. PER MINUTE DURING SHE TEST PERIOD.
ECNIDPIHA'194 J$t"LFEIRAt ECT10N1
DECMLDNIMTIDM 11 ALL MT;R LIB® FOP DISINETIOH SMALL E hl""—.GN® IN ACLOVAICF WITH THE CITYG STANDARD
DETAIL INCLUDED IN THIS DOCUMENT. MATLR CPIIAIMINJ CALORIE ESIDWU .,,ALL NO MEDISPOSED 1100 THE ROAM
DMIMR6F SMEAR OR ANY MTIIMV.
' T-11.BI191 COIL. l THREW Mom Ll"s IIMLACEEM Rolm
PROVIDE CONCRETE BLOCKING AT ALL FITfINE AM MMIZDMAL OR VERTICAL ANGLE POINTS. COWOM TO TE NlANDAIV
0!."IL FOR EEML BLOCKING REMAIN AND THE AFt: STANDARD DETAILt FOR VERTICAL SLCCK6, At. FITTIMGF TO E
BLOGM9D @MALL BA MAPPED NITN "IL POIYFTHYLENS PLASTIC. CDICAM BL. .P'SMALL E PROPERLY FOMRD WITH
■ PLYMM OR UTER AO?14ABLE FOMLPO MTERIAL6 AND SMALL NOT E " 3UM ARCUD -OIr i. TAC h.7M6 SMALL E
BTRINP® PRIOR TO SAMILLING. SNACKLE RODS, WEE REQUIRED, SMALI E IMPLIED WITH THE UK OF SHACKLE LwJF.
AI.L RMOKLIL RODS WALL E GALVANISED DR COATED WITH TM COATS OF ASPHALT VARNISH.
' P-IB ALIWES FEN MTIM NPli
7-19G MATERIALS CSUPPLEENjAy SECTIOMI
VACAS SMALL E DESIGNED FOR A NIMIMR MTER (SPEWING PEPERE E 200 PSI. GATk VALVES SMALL E IOMA LIST 14.
WELLER COMPAM M. A -WO. PACIFIC STATES.. U.S. METIWPOLIIAR. KEM®Y. OR M S H.
1 APPROVAL OD VAIVE6 OTHER THAN MOD .6 SPECIFIED SMALL E OBTAINED PRIOR TO 610 SPLNING.
ALL WE VALVES LESS THAN 12' IN DIAMETER SMALL INSLIDE AN B' • S.' CAS) IRON GATT VALVE Bla AND FXTEN6IONS. AG
' REQUIRED. ALL IF' DIAMETER AND LARGER G-TE VALVFG $MALL E INKTALNID IN A VAULT, SEE WATER 61 RDARD DFTAIL FOP
1S' GTE VALVE ASSEMBLY VFL'LT AM 1' SIPASG INSTALLATION.
0 7-I4 HYDRANTS
7_1 A.9I011 Gk�1JNLMOMM6 IAODITIPAl SECT IONS
HYDRANTS SMALL E INSTALLED IN ACCORDANCE 1611h. AMA SPECIf:KO110NS CHDD-77, ECTIONS 3.7 AND 3.90 AND THE MAR
STANDARD DETAILS. NVORANT AND PAD P0916 6MLL HE PAINTED IN ACCORDANCE WITH THE MTER STANDARD OITA" .
CpVLETIDN P THE PM*CT. ALL FIE N1'DMM6 SHALL E PAINTED TO THE :ITV CIF PERSON MECIFICATIOM AIM' PAW
KST6 PAIMOD EMITS. 1W: HYDRANTS SMALL E E SHcH LENGTH AB TO L SLITAMLE Frk INSTALLATION PSI" CONNECTIONS
10 B', B' ROD 'O' PIPING IN TENCNe 3 - I V Fk - DEEP UMLEMG OTEIWIG( BPECIF7®. THE HYDMNI SHALL E
DE6IPIE11 FOP A 1-112 FOOT MDNIAL HER' 12' AMV LAPIER PIPE 16 OHIO JNLES6 OTIlRN1DY MTER ON "'I PLAN.
' SIPPLEEMAL SPECIFICATIONS .EV!OL'10/S5) Poi 27
7_1A
PIPE HVDMIIT ASSEMBLY OMLL INCLUDE C.1. TEE IIAI X FLI. I- SATI VALVE IFL M E1I, 1' C.I. WWI IFS A PC I-
' M.V.D. F:N MIDRA NI I W CONNEDTIONI. I- A N' vR INQ• VALVE SIT. AND LA 110M EMQLE Im WIT" AMBIONIES AIE
TWO CONCRETE SUAED POSTS. PAINT OPCKU REDS K SPECIFIED 1N EC11ON 74.1.18.
' 7-IA.7 011 NEERA P_WtNN4 MVOMKt_ l►MF:n. IEPU%MKI E010P1
P&LAU PAMONAPM C VITMI
TN MLTI.ED JF OM ISSING THE "IOMWI POLL E DITFNMINED Pi THE CONCIII0116 FOUND IN THE FIELD AND SHALL N
tNSM CKLED, AAD MEPLW191 AS DINECiED PV TIE UCIIEEA.
7-14.51011 MD �,6ALMgr IEIiP1FKMFAI ECilONI
' IHE NOT CWMCT PRICE PER EACH FOP •M1DOM7 A0104V lURPLETI• PM\-L E 1 F MHE AS -lMMNT ASEMBLr• EXCEFI
T`IAT IHE S-INCM DW71U IKON PIPE SNMC11M6 THE MIDRANI }0 TIE MIN CHAU E INCLUDED 1N THE MIT COd1MCi
PRICE FOR •HYDIWIT AMMSLY LMN!"UT".
7-I4._)LP1 RESETTING EXISfJ MNMIRE LiUPPLFMEMTAI. tEULW
' SEWK1Ni POLL •LIED E INCLUDED AS AN '.-DENTAL ITEM TO •NEiMINA EXISTING MTDMNTr.
7-111.51031 NDVINS IXI5111106 WpMMEc IpFPIIRMEAL KC im
BLOCKING SHALL ALSO E INCLUDED AN AM IIN.IDEMAL ITEM TO •NOVII a161ING NIDIMMTE�
' 7.15 ETNVIU7 NSE.TIMQ
7_�B.B aNET�r�p�rA1Lc IRtnucEnF,rr�trloNl
' PEPLACE lot SENTENCE PAMORAPH S WITHI
PIPE MTERIAS USED TO EXTEND OR 1BLACI EXISTING WTIP SERVICE 0NES SHALL N COPPER. GALVANIZED OR OLCTIU
IRpN PIPE.
SERYIU LIME CONNECTION TO TM " Ml' WILL CDNONM TO THE SIAIDAID PUNS OF TH CITY OF NATON SDND w"IN AS
APPLIULE. THE ENGINEER WILL 11C1CATE THE LOCATION FOP THE 1F 6 ON THE NEW MIN FOP EACH SERVICE IC E
' CONNECTED.
THE CONTM' .JH SELL DIRECT TM MIN FOR S/A• SERVICE. THE COMPACTOR WILL USE CM h TLNIK. TYPE A. SOFT FOR
' LA• SERVICES.
TYPE It CONECTIM TO DITSTING CORP SERVICES WILL E NM1E WIIN FUN TYPE. THEE PART UNION COPLIME.
' TVPE III MM EXISTING GALVANISED SEPVICIS IXISI. THEY SHALL E REPLACED VI1N A NEW COPPER PEPS EPVICE TO TN
PROPLRTV LINE, INTERS SHALL SE LOCATED IN PUNTER 61RIP ETWEEM SIDFMU AID CUIEI.
' TYPE 1131 MHEM FUTURE " SERVICES SHALL E INSTALLED THEV SHALL SE INSTALLED A6 AWYE j TO l E PRt,,TF Y UN
WITN A "MA SON ILES$ .VA "SERI. A SOLID CON IMAGED OPAQR 116 UUGYN OF A NEItR 6MLL N INSTALLED IM
PUCE OF THE METER.
"PIEMENIAL SPECIFIUTIOM6 RLVIOW10/0N FAIL VP
1 7-17 MIOTAEV
7-17.6 "TRIAL IPABTIAL NE►L.VCENSM ER'LM'j
IN PMLaWM 1 DELETE. A B 9 COMMIT*, ASP VON BOSOM CO PILWIED STILL
' IN PAPA~" A DEL1711 A 0 t CONPOBITI SLIER V Ipt k 0..14
7-1Wj4l1 TELEVISION 1yEPECTlON INPFLEMEII��L iECf}p1.
' 011E THE TEUVISION IRWKTION MS MEN COFUTID THE CONTRACTOR SHALL 06NII TO THE 'ENONSER THE WRITTEN
REPORTS OF TtA INEPECTION PLUS TIE VIDEO TAPES. SAID VIDEO TARS AK TO E 1N COLOR AW'COPATI6Li WITH 7K
CITV*6 VIi1MS AID `*rMC'U6 BVBTBBi.M CM BYSTB1 AMIM III- HIDE "Ill' DENSITV VNS TAPE$. TIE TAM WILL E
RUM AT STANDARD !EG SP 11 5✓16 I.►. t.t.
I►ANTIAL REDUCEIEWT ECTIOMI
REPLACE PARAG APN A W171R
FACAVATIO, OF TIE EVER TRENCH ELL E MEAA TK LANE At R1WTIRE EXCAVATION CLAM 6 A6 iECIF1E` IN
ECTIOR J-0S
t7-17,5 PAYIEM (PARTIAL NBIAGINEW WIN
MEPACE ITEM I TUpUW 6 PARAMMN I MT%,
1 • • 4,INr7 Ewr PIPIT Per LIR6Er PMt
e• 4_•�,TEE• Par 6EBM
S. "T.V. ln@MIIM• Per Lmmp w
REPLACE PARAULAPI, 6 ETHI
TK 1MI1 COMRNCE ORICE PEP LINEAR FO-i SON E14111 PIPE OF Till AIM LLD SIZE MLCIf IED SHALL EE FULL
CMKWATIUM POE PIIVMISNIIq, NWUNS AND AIMBtLING IN PUCE Tit COPUIED INSTALLATION IKLLCIN6 ALL
SPECIAL Fl T71MM, JOINT HATERIAU, TESTING PER ECTION 1-17,E(Al AND ACJtiTKNI D, INVERIC TO INMIDLES r'Xt
THE CCN1PWION OF TM INSTALLATION TO THE RECLINED LINES AND GRAVES.
' DELETE PAIAYIARK S Wn A
' 6-04 CIAMR,KME. SPILLAW AM KITS
tDA.SLIL CEKNT CQNCRETE CLAWS, NTTEM AND wiLUMeS LASTj% REPIACEKU7 REST Ip
WPLACF ►ARAW4.1H 1 WITH,
UKNT COKAETE CLAW, CUM AND K"IR, BLIMP AID WILLM1 SMALL BE LVNSTALCTED WTRH AIR ENTRAINED COICWTE
C.ASS 9 WEI IrIEC ON 19 STANDARD PLANS AND CrAFOMINS TO THE KWIR9IENTG G •iCTIDM 6-0e.
l4 PN .LAOIAPH 6 LAST SENTENCE DELLTEN 'CLASS B•
' 6.07 RS6C - TEFFIC
P-07.1 2EMR1" N IREPUIiKIII KUlQNj
THE Or ITRACT.IH SNALI FIRRIISN AID INSTALL PRECAST IRAENIC C1n0 ARE BLOCS TRAFf IC CURB OF THE DESIO. ARC TYPE
IWIFIW IN THE PUNS. IK COW WILL BE INSTA:LIC IN ACCORDANCE W.1H THESE GPECIFILv ILAE AND PER THE CITY O
tNEWTON STANDARD PLANS AT TK LOCATIOA- INDICATED IN TK PLAYS OR AS niPEC•'W By TK ENGINEER.
UPPLLKNTAL WRIFICATIDN6 RtV10&'16 Bbl PAGE 29
PATRIOT <MLL E RM Sr TIE FOLLOIfINS,
' III •Prosest Tnffie Corp. Type A• per tin, ft.
IFI •Prw"% Traffic are, Tot to M tin. ft.
(Al •SlocA Troth Cure. Tv" A• per tin, n.
tel •SiscN Trafnt fir♦, TWO CC per it.. ft.
[HIS MITIc TRW IC <RTm
e-06.1 GE.SCRIPT }ON IRBIACEKM ikC110N1
THE r.ONTRAC. ,� MOLL FURNISH AID INSTALL WHITE OR YELLOW PLASM TRAFF IC WT1UM6 N1E:WA ON THE PUNS, OR
1EEA! DIFBTED r THE E111R1REER.
' S-OS.E MTERIAl.7 161PP1,ERMAL lVLON1
THE PLASTIC TRAFFIC It -TM SHALL CONFORM TC APPUCMU PRIVISIOW OF DEC, IONS "I snc Ir-20.
t:2tJ_r, ITT ,TIOM NF;} jW9NTE.I/lE4tENEMAL K010111
TIE PLASTIC TRAFFIC <RTOW SHALL E A,-TACW TO THE PAVFIEXT N ONE OF THE FEcLMnWi
1, Piecing Tack foss of Not Par,rp Asl`•Et or PLYiHAnt SurM1co end finlY pressing tM button 0,0 it.
' E. Ptsoing MNost" lops Yl an pevesent surfac, arp prs oinS %ne button onto it.
FOS.A MFA<E1j�KM IR®j[�QEIIEM iELT10N1
' NEAM.iEM WILL E We Tw LMT, CO1pLfTt IH PUCE.
"aQ PAVKVI tH.➢LACENEM ECTIOHI
PAYMEM SHALE E PY TIE FOLLOWING,
III •10• ptostlr Traffic Litton, color,__" per so.
1
f'QY.e IIFAl11E11Flli iREPucENEM SECT 10"I
' MIASU,EMIT WILL E LANE MAKER, TYPE I soil TYPE 11 NY THE 1.10,11 CWUTE IN PUCE.
S-L'E,. '_^AYMENT1WVA,,%M EC11QN1
' PA1'HEW: SHALL t SY 71E FOLLOWING:
111 •A• LANE LINE OMER, TYPE 1, wit'. For Escn
(2) •A- LAZE LAME OMER. TYPE 11. COLORIST" Per EecH
t
SVPLIMEMAL SPEC111UTIUHS MVIOfi/t O/Stl .'A(A
I
"S MOIE3BIT CAN@
"3.3 COM6TMC71¢M REWIRDMEWI6 (PARTIAL VUCEFENf ECTJQMl
REPLACE PARAGRAPH a
tTHE MOAMENI 911A E FURNISHED APO ET By THE CONTRACTOR UDEP THE DIRECT SIPERVISIOM OF THE CITIES SIRVEYDR.
"3.5 PAYMENT (EFP9MEWAL SECTIONI
THE MCMMENT WILL AISC E SUPPLIED AND PLACED AS PART OF •MOMMENT CASE AND COVEP" AM ALL WORK ,N EIPPLYING
SAID MONUMENT SHALL E CONSIDERED INCIDENTAL TO TH16 ITEM.
tHA CEMMY COICMETE SIDEMUS
B-IA.P MATERIALS IPAPTIAL REPLACEMENT SECT19M)
DLLETL PARAGRAPH P
' HA 3(A1 CURING (PARTIAL REPLACEMENT SECTION(
REPLACE PARAGRAPH 7 WITH,
TINE CONCRETE GIDFMLX SHALL E CUR® FOP AT LEAST 7E ,OURS AS SPECIFIED IRA "5.3(T31B OR AS APPROVED 'Y THE
FVGIEEP. DURING THE COPING PERIOD. ALL TRAFFIC, BOTH PEDESTRIAN AID VEHICULAR, SHALI E D(CLODED.
VE.000LAR TRAFFIC GULL E EXCLUDED FOR SUCH ADDITIONAL TIME AS TIE ENGINEER MY DIRECT.
E-16 RIRAP
k'16.A MEASUIEMEWI (PARTIAL .���CMEMi GILT ION
REPLACE PARAGRAPH E WITH,
' HAM PLACED RIP PAP WILL E MEASURM BY THE TOM G RIP PAP ACTUALLY PLACED AND ACCEPTED.
EPLAZE PARAGRAPH 3 WITH,
tFILTER BLANKET WILL E MEASURED BY THE TOM FOR MATERIAL ACTUALLY PLACID AND ACCEPTED.
�7¢ ¢ PAYMENT (PARTIAL PEPUCEMENT SECTIONI
PARAGRAPH T REPLACE ITEMS 3 AND 7 WITH,
3. •MMnd PLKFd Rip RA.", i11 Tan
7. 'Fitt*, BINnkNt" PM. Tan
' REPLACE PARAGRAPH 3 WITH,
THE UNIT CONTRACT PRICE PER TON FOR 'FILTER BLANKET" GALL E FULL COMPENSAILOH FOP ALL COSTS IN CONNECTICN
' WITH FURNISHING AM PLACING A FILTER BUUKEI.
�$O IWMIMTIGI TTAif IC SIGNAL SYSTEMS AND ULORIGE
B-S0.31E1 ENCAVATING AM BACRFILUK (REPUCEMEM GECT10N1
' THE CONTMCTC HALL SUPPLY TREND" WITHI-' THE (MIT WIDiN6 AM UD TMI EPECIFIEI UEPTHS AT TE LDCATIONS INDICATED
ON THt CONTRAL. •LAMS OR AS DIRECTED BY THE ENGINLEP.
' 6RPPLEMENIAL dPEC61CAT10NS REVIOVi LL/B51 PAGE 31
k',.11ioMiSlP
A.L TMEICME6 SMALL E BAWILLED IN ACCORDANCE WITH TM APPt,CASLI PORTIONS IF THE STANDARD EECIFICATIONS.
TRENCHING FDA CONDUIT RUNS SMALL E DOE IN A EAT HAMER W TH THL TRENCH BOTTOM OWED TO PROVI'LE A UNIf ONN
SANDF.
' MO BOE SMALL I- COVERED UNTIL 17 HAS BEEN 1NED P TE ENSIEER. EM4FILL NMTERM li® FOR FILL AIDPW AID
TER THIS 'ANDUIT SYSTEM SMALL E FREE OF ROCKS VAIATER THAN TWO IN:ES IN DIAMETER TO A DEPTH IF SIX INCE6
ABOVE THE CONDUIT.
' TFECM WITHIN THE ROADWAY AEA SMALL USE SELECT TENCH BAQFILL AID HALL CONSIST OF MATERIAL AS INDICATED IN
Tit SPECIAL PROVISIONS AND LCEDULL SP PRECISE. THE SEANCE AM DUALIST OF THE MATERIAL SMALL E SUBJECT TO
APPROVAL BY THE ENGINEER, TENCH MACRFILL WITHIN THE SIDEWALK AREA CAN E MAOE WITH ACCEPTABL' MATERIALS FROM
THE EXCAVATINN AND SMALL Si CONSIDERED A NECESSARY PAW OF AND INCIDENTAL 1u THE EXCAVATION IN ACCORDANCE WITH
THE STANDARD SPECIF1Cf•'10%.
THE CITY RFEERV_6 fE RIGHT TO WE ADDITIONS OR DELETIONS TO THE TENCH MUCH PROVE NECESSARY FOR THE
LTRPLETIOH OF THIS PROJECT.
THE "IN!" WIDTH FOR THE TENCH NEEDED WILL E AT THE OPTION OF TE CONTRACTOR. TENCH WIDTH WILL, WHOEVER. E
SP SUFILIEHT SIZE ED THAT ALL OF THE NECESSARY CONDUIT CAN E INSTALLED WITHIN THE DEPTHS SPECIFIED (MILE
MAINTAINING THE MINIMM COVER,
1 IE.ASUBENT FOR TENCH AID BACI(FILL WILL E BY THE LINEAR FOCI,
MEASUREMENT FOR SELECT TENCH BAWILL WILL E BY THE TOC.
' PAYMENT WILL E MADE UIDERM
(1) 'TRENCH AM BA11F1LL. _WIDE, _DEEP', Rer Lt.", Fact.
ISM -SELECT TENCH SAWILV. Per Ton.
THE LIMIT CONTMACL PRICE FOR TENCH AND BACNFILL PER LINEAR FOOT SMALL E FULL COMPENSATION FCR EXCAVATING,
LOADING, MAULING AID OTERWISE DISPOSING OF THE WASTE MATERIALS. FOR E/CRFILLING AND TAMPING BAIXFI_L MATERIAL
AND FOP 1.E RESTDINTION OF THE TENCH AS OHM UN THE PLANS OR AS OIRECTD BY THE ENGINEER ALL IN ALZOIDANCE
WITH TEE SPECIAL PROYISIDMS AM THE e^AIDAID PLANS A. SPECIFICATIONS.
' B-SD.B(AI FOIMOATi0N6_CONCRETE (REPLACEMENT ECTIOM7
THE CONTACTOR SMALL PROVIDE ALL WATEFIAL FOR AM CONSTRICT THE rOUMDATIDNS FOP AND TO THE DIMENSIONS SPECIFIED
1 1N (ABLE 1 ELOW. 1E ANCHOR BDLTS SMALL MATCH THAT SP THE DEVICE TO E INSTALLED THEREON.
ALL EXCESS MATERIALS AM TO E REMOVED FROM THIS FOUNDATION CONSTRUCTION 917E AND DISPOSED Ul AT TE
CONTRALTOP'S EXPENSE.
CONCRETE SMALL E PLACED AGAINST UNCISTUIED EARTH IF POSSIBLE. BSOX PLACING THE CONCRETE THE CONTRACTOR
SMALL BLOCK -OUT AROUND ANY (TIMER UNLERGROUND UTTUTIES THAT LIE IN THE EXCAVATED SAE ED THAT THE CONCRETE WILL
NOT ADEE TO THE UTILITY LIE. CONCRETE FOINDATION6 SMALL E TROICLET. ERLSIED, EDNED APO FINISHED IN A
BONLWANSHIP-LIFE WARMER, CONCRETE SMALL E PACWLY CLEANED FROM THE DIPOSS. PORTION OF THE ANCHOR BOLTS AND
CONDUIT AFTER PLACEMENT, FOUNDATION SMALL ALL WE CLASS •P CONCRETE.
' AFTER A CURING PERIOD OF TWO WISKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON.
SUPPLEMENTAL SPECIFICATIUNS EVIDS/10/851 PAGE 32
' s-Bo,31e1 COIJRW
TABLE t
TYPE OF DEVICE pl-wKLm
Street Light Pole A' Deep a S' 6p, er Du.
61pnN ..rte 1' OUP a I' Sq. or DU.
Signet Con%mo tor 61 Detelt Sheet
' Street Light Control CN61net See Oetell BHeet
Spwlel Mee See Detelt LHeet
ALL CONCRETE FOLADA'1OS SHALL E CONSTRICTED IRA THE KUM; WPECIFIIU BELOW,
tIII WERE SIDEWALK ON RAISED ISLANDS AN TO E LONSINUCTED AS A ►NR OF THIS PROJECT, Tit TOP OF THE FO,:WATION
SHALL E MADE FLUSH WITH THE TOP OF TIE 670EWLX OR ISLAND. [SEE DETAIL SHIETI
IV) WEE NO SIDENALA6 ARE TO E INSTALLED, THE WADE FOR THE TOP OF THE FOUNDATION SHALL E A SPECIFIED BY
THE ENGINEER. (SEE DETAIL BIEETI
' ALL CONCRETE FOUNDWONG SHALL E ',I)CATED A6 PER STATIONING DM TE PLANS W A6 LOCATED Br THE EK14EER IRA THE
FIELD.
' NFASUENENI WILL E BY •K UNIT FDA EACH TYPE SPECIFIED, COPLLTE IN PLACE.
PAYENT WILL E HALL UMEAt
' [I) '_ FDUNDATIOM PER EACH
E-E0.3161 CONDUIT lRE➢LACEMENF 6ECTLQNI
' TIC CONTRACTOR SHALL PROVIDE AID INSTALL ALL CONDUIT AND ECESSAM FI-11NM AT THE LOCATIONS NOTED ON THE
PlAN6. CONDUIT 613E SHALL E A6 INDICATED ON THE WIRING AM CONDUIT .'CKEDULE SHUN ON PUNS.
' CONDUIT TO E PROVIDED AM INSTALLED SHALL E OF THE TYPE INDICATED BELOW]
III SCHEDULE 49 HEAVY WALL P.V.C. CONFORMING TO AM 61AWAND6 SHALL E LIBEL WEEVER THE CONDUIT I6 TO E
' PLACED OTE9 THAN WITHIN THE ROADWAY AREA.
161 SCHEDULE 0Q EXTRA HEAW WAL . P.V.L. CONFORNSMG TO AGTN 61ANDAEDG SHALL E UAL WREN TIC CONDUIT 16 TO E
PLACED WITHIN THE RODWAY ARE,.
ALL JOINTS GRAIL E AIDE WITH STRICT COIPLIANCE TO THE RIMLFACTUEP'6 ECOMENDATIDNS AEGAMIa "REM USED AND
' EWIRDNIENIAL COX111046.
NEASURERENI FOR CONDUIT WILL E BY THE LINEAR FODI.
' PAYENT IIO:' E MADE UNDER,
It) 'CODUIT, P.V.C., SCHEDULE e0, • Per Lin. Ft,
' (6) 't'AMU17 , P.V.C., SCHEDULE Bo, Per Lin. Ft.
1
SUPPLEMENTAL SFECIFICATION6 REV[OE/10/661 PACE. 33
S-So�iJ61 JLBLT ION MES tEPV'CFTIE. M- M.
THE CO IY ACYOS SMALL PROVIDE AND INSTALL UNCl10N BUIE6 6 THE TYPE AID SIDE Al f1E LDLAT LONG ilCIiIED iM THE
PLANS AND AS PER DETAIL SHEETS.
TIE IMEDASPTION OM THE CM* OF ALL JLMCTION SUES S. t E A6 1N"LA"D BELOW,
IiI STREET LIGHTING ONLY, 'LIGNTIM6''
121 SIGNAL OMLYI 'SIGNALS"
' 131 TRAFFIC SIGNAL AND 67*11 UGNTING, 'TPLT'
14I TEIFNETP. ONLY, 'ILLS TW'
1MMA.:PTIOM ON JIMCTIIMI NOXES PEiFONMIN6 TIE GAME FACTION, I.E. gTE1T LIYETI E. TMFF IC SIGNAL. OP NDTM,
SHALL N" CON6167ENT TIMDWHDUT TE PPOJFLT.
ALL JUNCIION OXE6 SMALL s IM6'4AB� IM COHFOISNMCE WITH FIISVISIEE COM7AS1® 1M THE GTAgAED PUNT AND DETAIL
EE1T6.
"LaupB,aff WILL E h TIE ,MIT FOP EACH TYPE SPECIFIED, DISPUTE IN PUCE.
' PAYMENT WILL E MAUE UIDEPI -DESIGN__hMCTION WN. PEP EACH.
THE UNIT CONTRACT PRICE PER EACH FOR 'DESIGN : 011 'DE63Yf C JUICTIW SIAII WE FULL CppEEEATI DN FOR
FURNISHING VME AID FOP ALl COSTS GE LAW. UNTERIAL. TOOLS. AND EQUIPMENT IECESUPY TO „PDVIDE AND INNGIALL THE
JNDTION SO%EG ULLIDIMG EXCAVATION, NCAFILLING AND COPPACTION ALL IN ACLOIDANCE WITH DUNG, EEL If1UTIOE AND
DETAIL SHEETS-
, FQO ilG] EHOUI4;.E IREDIAI�ME ]lT.SECTIOMI
TDNDED A GUIDER CLAD GOAD METALLIC {POND ROD VB' IN METER • S'O' IN LLNGTN CpVIFTE WITH A N MARE
ALL STREET FEFT USNT s, IDAID6, SIGNAL METALLIC
SIGNAL CONIRULLEP C"'M , AND BIGMAVLIGNTING SERVILE CAWITH A
CAHEP BONDING STRAP LOCATED IN THE NEAPEGI JUNCTION KP. SROLND FID6 ARE CONSIDERD NICCELUEOU6 ITEM AID
THE W6T 16 TO E INCLUDED WITH THE STSTEM on TDNDUCTORS.
' q_GO_3jT01 SEPVICE IREPLACL E 1
THIEF TYPES OF POEN SERVICE APE USED AS INDICATED ELM,
1T7 TTPE I SYSTEM SMALL E BINGLL PMNSE I20 VOLT. P WISE. SO CYCLE A.C. ITWFFIC SIGNAL SERVICE OMLYI
IS1 TYPE 11. BV61EM SMALL E SINGLE PHASE SAD VOLT, P WIRE, SO CYCU A.C. ISTREET LIGHTING WA CONTACTOR,
INDIVIDUAL CONTROLLED PIGTO-CELL WITH 1D EUTPAL WIPE)
13l TYPE 111 SYSTEM SMALL E SI MGLI PHASE ESVSAD VOLT, i W1Rt BO CYCLE A.G. I6T,LFT LIGNTIMG CONTAC70RTPAfi IC
SIGNAL. SDUWDED NEUTRAL EPVICEI
' lG MOT® ON THE PLANS AND SNAIL ISY VERSED BY THE ELECTPIUL SERVICING UTILITY.
TIE pLWIEP SERVICE POINT SMALL E
PAGE SA
5UPPIFENTAL EECIFIUTIEG EV'OVYVB6l
' "0.111131 ILLIMIRATION STSTEE ItMWEEEENTAL SECTION:
UDEFWAVID CONDU[`DNE FOP TIC STNEET UNITING CIRCUIT SHALL E STANCIED WFPEN. TM SIMDE WITH VOI VOLT
' INSULATION OF THE SIZE KIND ON THE PLATE AND WIRING 60NEULE.
SPLICING OP TE STREET LIMING CIMUIT WILL E WE OLY IN JLWIDN OWES AND TIE SPLICE KIT 6NELl CONSIST OP
A "&SUM -" JEVICE WEE (If CONVICTION OP THE qE TO THE KIT 16 ACHIEVE if CIPM11111 OP ST A cmwnl ON
,LT. WO MST ON TYPE COMWOE SHALL E ALLOWED. REIGN THE KIT HAS KEN INSTALLS, ALL SPOM SIIFWES OF
WINE AND NIT SHALL E PLACED IN A CLEAR PLASTIC FON AM FILLED WITH EPOGY TO FOUR A VAWWTIM EAL. RATEPIAL
' LIM FON TE SPUCE KIT SHALI E C9VATI6IE WIT" TE WINE MATERIAL, TWO O101 01EC1NNECT'ITS, S.E.C. M EOUAL,
SHALL K FURA:MHE AM INSTALLID. WITF FUSES. if M CONTRACTOR FOR !ACM UM STANDARD INSTALLED. ALL
RATERIALS SMALL E COPATIBLE WITH THE CORPSES CONDUCTORS AM 116 INWLATIOH. THE TATRICTOR SHALL SUM11
SNPIES OF THE COME,T'= PROPOSED FOR IE TO TIE ENGIEEP FOR APPROVAL
' E'110.3ji DIA UaT 6TA,_N06 I6LWLEHENTAL CffTIpA
' TIC HAM IDLE SHALL K LOP.TE SOP TO THE DAV7' rat .W •v :,,. AWN FEW TRAFFIC, A SROIADINS LUG OR NUT $HALL
SE PROVIDE IN THE HAM MOLE FA'Nf ON Tw:ME THE PAD MU FRANC 00 INSIDE THE POLE SEM:1 TO ATTACH A W"M
EMIT STRAP.
' ALL POSES AM Di VIT ARMS SHALL E DESIGNED TO SUPPORT A LINIRAIE MINT OF BO LBO. OP ROE AN TO WITHSTAND
PEEING WSE SF VIC LCD6 OF 66 R.P.M. FIT" SUET fACTOR OF 1.3.
' ALL POLES SHALL NUINTAIN A NININP SAFETY FACTOR OF 4.36 P.S.1. OM YIELD STRENGTH OF M IRA LOAD ANC 5.33 P.6.1.
FOP BASIC WIND PRESSURE.
' IHVlT Aft
TIC DAVIT STYLE AM SHALL IICOWOMTE A 5'0' RADIUS SEND A6 MEASURED FROM TIC CENTEHLIE OF THE $HAFT. THE
OUTER PORTION OF THE AM STALL E NEAALY HORIZONTAL TO •SP ABOVE HORIZONTAL AM MALL E FUMIGIG WITH A I•
DIAKTER SUIFITTER WITH A NA'INN LENGTH OF •_j_a TO FIT TIC LINIMINE SPECIFIED.
THE ROLE END OF THE DAVIT AIR TUNS SHALL K FASTENED *CUTELY TO 7E TOP O THE SHAFT PRODUCING A FLLEH JOINT
' WITH AN EVEN PROFILE.
' A ONE PIECE ANCHOR GAM OF ADEQUATE STRENGTH, SHAPE AM 612E MALL K SECJM TC TIC LOWER END OF THE SW- BO THETHAT TSAGA SHALL K CMABLE O MSISTIMG AT ITS YIELD POINT TE ENDING NOENT OF THE SHAFT AT ITS YIELD
POINT. TE MOPE SHALL E PROVIDED WITH FOR SLOTTED OR ROAD MOLES TO RECEIVE THE ANCHOR BOLTS. NUT CONSENTS
tSMLL K PROVIVW WITH EACH POLE.
ANCHOR ELT&
' I" REIN STRENGTH STEEL AM ItiR ELT$, EACH FITTED WRY" TWO EkNTS AM TWL WASHERS. HALL BE E1' EUN16MWITH THE
POLE F!. H AMMP BOLT SHALL HAVE A A^ •L- EM AT THE BOTO END AM K TmmEV AT THE TOP END. THREADED
EMS. ALL NUTS AM MSEM SHALL K MOT VIP GALVANIZE. THE ANCHOR BOLTS SHALL K WAKE OF RESISTING AT ITS
' YIELD POINT THE ENDING NONENI OF TK SHAFT AT ITS YIELD POINT.
MISCELLAEOU6 MRDMRE
A" HAMMM IBOLTS, RUTS. SCREEN. WASHERS, ETC.) EEDE TO COPLETE THE INSTALLATION SHALL E STAINLESS STILL.
NEASUNIMENT WILL E ST THE U13T PER LAC", C001"1111 IN PLACE.
' PATENT WILL E WE .WEP:
III 'STKEI UM STANDARD_ PER EACH.
SUPPLEMENTAL SPECIFICATIONS EVI06/IO/65) PAU 35
rr atlalA CORIIA �Q
LAD liOENT IFIGTION FO_R POLF61
' THE CDNTRACTOP SMALL SUPPLY AND IIMALL A COMBINATION O "ISITS AID OE IMES ON EK" ' I'. ROLE. THE LETTER
An MM.�H6 0SIHATIOM SHALL E IDIMTMD AT THE IU FOOT LEVEL ON THE POLE FACING APPRDACN.ME TAAFNIC. LEGENDS
SMALL E SCALED WITH TRANSPARENT FILM. ESUTANT TO DUST, WEAIER AM ILTBMVIOET DOOESE. THE DECAL MAKERS
' STALL E a INCH FGAE WITH GOTHIC SOLD. MOTE TBLECTORIZED R INCH LEEID ON A 04-to BACKGROUND.
I.D. NLMEN WILL E AMINO TO EACH POLE AT THE ENO O THE IDNTRACT ON PPMATT WT M CITY TRAFFIC ENGINEERING
OFI[i.
COST FOP TIE DECALS SHALL E OO16IDEF8D INCIDENTAL TO THE COI MCT SIC.
DELE'E C APLETE SECTION AND REPLACE WITH THE FOLLDWIEI
LIGH. 67APOW6 SMALL E ®DN ALLNINLM DAVIT STYLE AND CALL MEET THE POLE. DETAIL NEOUIREMENTE INDICATES BELOW
AND Tit DETAIL SEFTS AT THE END O TEE EPKIFIGTIDES.
THE POLE SHAFT SHALL E PROVIDE) WITH A A• A I• FLIMM LAID IDLE HEAR THE SASE AND A MATCHING NETAL COVER EOAIOD
WITIv%!MLE66 STEEL SCREWS OR SCLTS.
ALL TENONS SHALL E F.:tIOM INSTALLED AND ALL WELDING MALL E COMPLETED PRIOR TD DALVAMIZIMQ.
' ALL SIGNAL POLE FOINOATIOLS SMALL i COMMIRCTED Tr, PROVIDE THE POLE O..IE TATIDIL MOTTD IN TE PLANS.
THE POLE GALL E ADJRSTEO FOH PUNS AFTER ALL *.WED WIGML EQUIPMENT HAS BEEN INSTALLED TEMO:.
S-QO a 1A 61GAL SYSTEM 16WPLLNEWAL SELTSONI
ALL 619ML COOICTOL6 SMALL E Si PANDA COPPER AND GALL HAVE 6O1) VOLT TH INSULATION AND BE IF THE 61116 .AITED
ON THE PLANS. ALL MULTI -CONDUCTORS USED FOR TE SIGNAL SYSTEM $HALL CONFORM TO DIVISION 9-G6.3 M.R GMLL BE O
THE SIZES NOTED ON THE SIGNAL WIPING SCHEDULE AND WIRING MAN" -
ALL STRANDED WIRES TERFIMAIED AT A TERMINAL SLOGS SMALL MAY AM OPEN END, CRIMP STYLE Sm ERLESS TERMINAL
CDNNE.M Pt AND ALL 6DLID WINES 1ENMIHATED AT A TERMINAL BLOCK SMALL HAVE AN OPEN END SOURED TERMINAL
CONNECTOR. ALL TFIMIM.LS $HALL E INSTALLED W'TH A TOOL DI.6I04D FOR THIS. INSTALLATION O THE CORRELT TYPE O
' CONNECTOR AND CRIMPING WITH PULPS, WIRE CUTTERS. M.. WILL NUT E ALIDWED. ALL WIRING INSIDE THE CONTROLLER
CABINET SMALL E TRIMMED AND CABLED TOGETHER TO MAF•E A EAT. CLEAN APPEARING INSTALLATION. ML SPLILINC O AM
TRAFFIC SIGNAL COOLCTDP SMALL E PERMITTED LMFSS OTERWI6E INDICATED ^ THE PUNS. ALL CONDUCTOR PUNS SMALL
E ATTACHED TO APPROPPIAT' SIGNAL TERMINAL BOARDS WITH PIESSUR. TYPE BLNDIMO `O(16. THE ONLY DtCEPIIU06 SHALL
E THE SPLICES FOP DETKTOR LOOS AT THE MEANEST JUNCTION ROt TO THE LOPS.
6-GO.aL1 A1O TEST FOP IMLCTION LDO'6 AM LEAE_fM CABLES 11MIU NAL SECTIOM-1
' THE CONTRACTUR SMALL KEEP RECORDS O FIELD TE61I14G AND SMALL FURNISH THE ENG.EEP WITH A COPY C6 ."E RESULl S.
' "0,311AIE 61GAL 6TAIDAgF IRFPUCEENT 6ECTIDMI
THE COMPACTOR &HALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN N .OFOANCE WITH TE METHODS AND MATERIALb
MDT® IN THE IDINTRACT PLANE AND TEE SPEIFIGTIOS.
ALL POLE DIMENSIONS AIL ORIENTATIONS WILL E VERIFIED BY THE EEIIEEP PRIOR TO FABRICATION.
' ALL ENTRANCES REQUIRE FOP POLEND" IE 6' '•L MEADS. WIETS. $INS, PEDESTRIAN PUSH ERTDN A6GM6Lin, ETC.
SMALL E FIELD DRILLED.
' SLPPU06NTAL ®KIFICAIIJE EVIOVI0/661 PAO 36
"P0 4 A6URtElEMi IN®y�c NI�CT10Mi
FEASUENEM FOR SIGNAL GTANDANDS AND SIGNAL CONDLCRDR6 Wlll M BY PER EACH AHEA PEH LINEAR IILUI� GIN,
' F80.5 PAYIIFr_MjLLCEIEM ECTIOMI
PATIENT WILL E MADE UMERI
Itl 'SIGNAL STANDARD, TYPE - PER EACH
RBI-DEIECTIDN LOOP NEIURN CABLE. P/C SM.' PER LIEAL FOOT
(J) 'WELDED PRE- EW TION CABLE, 5/C SAD' PER LIN, El,
' W 'SNTF:JW L,.. _TONNECT CABLE, _-_PR' MR LIN. FT.
E5) 'TIIA,FIC SIGNAL WIND PER LUMP SM.
RBI 'INDUCTOR LOOP VEHICLE DETECTOR 6AW CUTTING,- PER LICAI FOOT.
' TIE UNIT CONTRACT PRICE PEP '.CH ON DUAL STANDARDS AND PER LIN, FT./LUNP SUM ON TRAFFIC SIGNAL SYSTEM WIRE
WILL IF FULL IXIWENSATION FOP FUNISHINS AND 116TALLING THE STANDARDS AND WIN AID FOR ALL OTHER MATERIALS.
TOOLS. EVIFIEN' NSESSART AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PUNS AN THESE
SSCIFICATILMS.
♦Q N'AYfNI VAKIM
►GB.1 DEBCRivTIDN IPurtIAL REPucEllj�y�l
1 SKIP CENTER STRIPE - DELETE AID REPLACE WITHI
A SPOKEN YELLOW LINE A ICN6 WIDE. THE SPOKEN OR 'SKIP' PATTERN STALL E USED ON A 254DLTT UNIT
COMSIFTIM1 OF A 1D-FOOT LINE AND 15 FOOT UP. SKIP CENTER STRIPE 16 USED A6 CENTER LIKE DELINEATION ON A
' ITS) UN ISO WAY ROADWAY,
DUUBIE Yl UDM CENj¢j$(P,j - DELETE AID REPLACE WITNI
TVP SOLID YELLOW LINES, EACH A INCHES WIDE. SEPARATED BY A A INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS
WED AS CENTER LINE DELINEATION ON PULTI-LANE. 1WPSAY PQM%AY AND FOR CINNRELIUTION.
EDE GRIPE - DELETE
' WRE STRIPE - DELETE AND REPLACE WITNI
APPROACH STRIPE - A SOLID SMITE LINE. B INCHES WIDE, USED TO DELINEATE TURN LAN6 f RDM THROUGH LAMS, FOR
TRAFFIC ISLANDS AND CROSS NA6h NAFFS
LANE STRIPE - DELETE AND REPLACE WITH:
A IPOKEN WHITE LINE, A INCHES RIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE
' BROKEN OR -SKIP PATTERN SHALL E RASED ON A Pb FOCI UNIT CON6161ING OF A 10 FOCI LINE AID 15 FOCI GAP.
NO PA66 STRI'SI DELETE
NVER6IGU-. LW STRIPE DWIE
In WY LEFT TUN STRIP - JELFTF AND REPLACE NITHI
A SOLID YELLOW LINE, A INCHES COE. R "H A I "ERA YELLOW LINE. A INCHES WIDE. SEPARATED BY A A INCH
SPACE. THE MOEN ON'SKIP PATTERN WII d M:,.. ON A P5 FOOT UNIT CONSISTING O A 10 FOOT LINE AND A 15
FOCI SPACE BEEF DETAIL SEEII.
1
SLMPIENNTAL SPECIFICATIONS REVIOL ,u) PAU
a NMMIN ETRIPE - DELETE AM M PLAM WITH,
A EDLID YELLOW LIFE, 16 TO GA INCHES WIDE.
u u FINK - DELETE AM REPLACE VITHF
A SOLID MATE LINE, 12 "ES WIDE, INSTALLED PARALLEL TP ANOTHER CROBMRL{ STRIPE WITH AM M FOOT @PACE IN
ETEEN THE LIES.
Rt7 MP - muTE AID REPLACE WITHF
A SOLID MUTE LIME, IN WIDTHS IF 12, 16 AND PA ITCHES. THE WIDTH SHALL E INDICATED ON THE CONTRACT PLANE -
TRAFFIC ARR011 - DELETE AK REPLACE WITH,
A SOLID WHITE Nl 1:. CONFORMING TC CONTRACT PLANS APO DETAIL BEETS.
e PMFFIC j[TTERS - REPLACE WITH TMfFlC LEEPO - DELETE AND REPLACE WITH:
A WHITE MAIMING LEIMG ALPHMETIGI LETTERS - SEE CONTRACT PUNS AND DETAIL Bn:I.
CYCLE DETECTOR SYNU - DELETE
9-62.3[61 TOLERANCES FOP_�lE 6TR7,'E6 f1EPWGEEM ECTSOMJ
ALIOWASLE TOLERANCES FOR STRIPES AM AS FOULS:
LENGTH OF STRIPE - THE LONGITUDINAL ACCUMULATIVE ERROR WITHIN A Po FOOT LENGTH OF SKIP STRIPE $MALL NOT
EQCEED PLUS OR MINUS ORE INCH. WIDTH OF STRIPE - THE WIDTH OF STMIPE SMALL NOT YMM MORE TMAH PLUS OF
' MINIS 1/e INCH.
9-E2,4 MLASUIEHEM LREPUCEEM SECTSOMI
' MEASUREMENT SMALL E BY THE UWE" FOOL FOR A INCH WIDE SOLID STRIPE. WITH NO DEDUCTION MITT FOR THE EIr'
ETWEEk I]:' STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE. U INCH WIDE CROSSWALK. BARRIER STRIPE. STU' BAP,
TRAFFIC ANTRA AM TRAFFIC LEGEND 'ONLY• PER EACH, MUSUEREM FOR ALL ITEMS SMALL E COMPLETE IN PUCE.
' 9-2P.6 PAYER IR[PLACEMEHTSEC' JH.1
iPAYFEIIT SMALL E RADE UNDER,
1, *Pointed A' Wlee So NE Strive• Per Linear Foot
' P. 'Pointed S' Wide GoL10 itrlpe• Per Linear Foot
3. 'Pointed _• Wide Barrier Strips' Pe: Linear Foot
A. 'hinted IS' Wide Cronwtk' Per Lt.**. Foot
S. •Polnttl ,' Wide Stop Mr' Per Linear Foot
$. 'hinted traffic Arroe Per Each
7, -Pointed Traffic taped • Par Each
E, '►Lunt IP' EIOa Crooewtl• Per Linear Foot
$. 'Plutlt __ Wide Stop Be,' Per Linear Foot
1O. 'PLoaNc Traffic A, me- Par Each
11, •Plea Nc Traffic tape _' Par Eat:,
' 9-112.0 PAIN GTRIPE/PLASTIC LIES REMOVAL [NEV §fgIDNj
MERE ROM OR THE PEARS 00 OIRECTED $1 TIE ENGIEER, THE C.WILAACTOA SHALL REMOVE ALL OLD CONFUCTIMG STRIPE6 OR
LIVES.
MBAGLnIEM
' RUSREMENT WILL E By TNF LINEAR FOOT OF --__, WII .INI
REMOVED.
tSUPPLEMENTAL SPECIE IJTION6 REVID6/T0,861 PAGI 38
I
i
1
1
1
i
1
1
i
1
1
1
1
i
i
1
1
PAYMENT
MYN6NT WILL BE BY THE F01I09I186l
Ill 'IornU of hint Line _`Bide- Per Lt.. Ft.
III 'Rorvol of Pteetic L1ne_g1oY Per Lin. ft.
E-03,1J_ A6WE1A.Z —1 GRAVEL BASE (PARTIAL WLAGEIIERT GECTION)
M, TG PARAIEIApH I SENTENCE t
..Vicept thut In no cre Moll the Maims HU .aced eight RBI Inch..
REPLACE PARA6'APH 3 WITH,
or -1
B..e Shull Met the follo.Ing mwirernte for grodtng end NN.ltt, •Hen pL.CW 1n o.,tl, renrvlee
for Soil" , to he roodmvf tremb or during eewfwwm Ma piuMonl Into a toporery .tockpi •• The
meet point of oc Olplence till he detomtow he- the Engineer.
GRAVEL BASE GRAVEL 061
CLAM A CLASS B
hssmg 1/4' 61.vo
IS•. In.
IB3 St..
751 w.
76S Mv.
Passing U.S. No. 200
51 r
10% ra,
at*.* (at Sleving)
G PaoolnD (J!,Q�i 1Not 6nvlool
2/3 Hoo
2/3 r..
3 Pa.e I„g FAO
Bond Ew1vatent
60 .1r.
30 •in,
P-' ,3_.1il lA GNAW' AjflLP_6g MF ENr.RQIDN1
GRAVEL BACKFILL FOR FOUNDATION. CUSS A. SHALL CONSIST OF CRUSHED NATEP:AL AM SHALL CONFORM TO THE REDUIREMENT6
OF SECTION B-ID3,6 FOR BALLAST.
t7'p'lullL LUGS 6 Lm��mkn SECTION)
•NAVEL BAORILL FOR FOUNDATIONS, CLASS O, 16 NOT AN ACCEPTABLE SUBSTITUTION FOP GRAVEL MCNFILL FOP FOUNDATIONS.
CUSS A. UNLESS APPROVED IN WRITING M THE ENGINEER. IF APPROVED THE GRAVEL Bf^MILL FOR FOUNDATION, CUSS 0,
GHALL CONFORM TO T:E RE01111SENENTS OF "3.11311 WADING 34 OR "3.10 AGGREGATE FOI %YEL USE. CUSS A.
G-03.12I31 GRAVEL BACAFILL FOR PIPE DING (PARTIAL REPLACEM W GFVWW
REPLACE SENTENCE 1. PARAWAPH 1 WITH,
GRAVEL SAU.f ILL FOP PIPE BEDDING SHALL CONSIST OF PEA GRAVEL.
ADC,
WHEN APPROVED IN MATING BY THE ENGINEER, 0111P CRUSHED. I'MICESSED UP NI.TLMLLY OCCt-%ING ORAMULAp NATEAIAL
MEETING'1R REDDIRBUENTS L161ED ABOVE CAN BE USED AS GRAVEL 1100JILL FOr,'IR WAS MG.
UPPLENENTAL MECIFIUTIONG REVIO5/10/B5I
PAPA 39
' a_oa�,. wun�LD.Rn�R la�ryr�lEM ECT IOMI
'GRAM BUoMOW SMALL CONS' IT OF A CIA" A AND A CLASS I KNOWN CONF00I06 10 1'* NEOIIIRO,EM16 00 11 NFD 1N
t9-03.10 A86M GATE FOR IAVFL WASE
5-06 DMJWM ET1EC'TIEES. L11LVpTft AM CONDUITS
5-05.1 DRAIN P1Pl. IPART3Al 'ffUF KHI SECT ON
UELM4 ALI R6(PENDE TO AN ALUMINUM COATED IALIMINIZED11 CONRrJ,TED IRON OR STEEL DRAIN PIK FROM TSIE SLC110N.
Y-Of+•3j1�. _E1G_�F.Fllil_L_ART IAL REMUCFIIEM 6ECTIONI
' DELETE SENTENCE P PAPAJUPH 1
S-05.110 STEEL STOM.6E11EP PIPE IPARTIy WX'UCEMEM ECT10N1
REPLACE, 'TREATMEM WITH 'TREATHEM 1'
' S-OS.71 AMMIMM-STOMA sm" PIPE IPAMIAL EBUCEEENT ff—al lj
UELETE, 'WAcep, tHAt PMMbetlo coot INS shall be TrooW,& 5'.
' "5.IP PVC WIEF PIPE IPAPTIAL REP ACEMEM-C'10Mj
' OELME, PARAGRAPH 1
S-O5i13 .'IFT1U 1POM 6EMEH_VIPF 'P, MTIyRPl6a Mf1.j T f
DELETE PARAGRAPH 1
' FERN ILLASUMAT1OR, EIELAIJ, EL$TMOCAL
0 -P9.1 CONDUIT [REPLACEMENT 6ECTION]
' THE CONDUIT P.V.C. - MO,-MEIALIIC SMALL CONFORM TO ARTICLE EA] OF THE COOL AND AM STANDARDS.
THE CONDUIT HALL IS OF THE TWO TYPED IWIUTED ELM,
' (1) SCHEDULE 9 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDAEDG.
(R) SCHEDUU 49 HEAVY WALL P.V.C. CONFORMING TO AffTM MANDAM6.
"9.2 JLMCTIOM BOXES 1w ACEM YT EETIOMI
' JUNCTION BOXES SMALL E REINFORCED COWRETE WITH SIEEI (NAME ANCHORED IN PUCE AW STILL COVER PLATI (DIAMONU
PATTERN[ AS INDICATED ON MAIL SMELTS.
THE INSCRIPTIONS ON THE COVER& OF THE JUNCTION DES SHALL E AS FOLLOWS,
ill UMAL ONLY, 'SIGNALS"
(P) STREET LISHI MS ONLY, 'LIWRTING"
' 161 TRAFFIC SIGNAL AM STREET LIGHTING FACILITIES' 'TPLT"
THE ABOVE INSCRIPTIONS SHALL MM E KISKA TRAM THE TOP ,RACE O THE COVER PLATES.
1 SPPLEIIENTAL EECIFILATIO.S REVID100,461 PALE AO
1
1
1
II
1
1
1
1
I
[DIDI1cmunoa<S E STEVJDED COPPER 00 SWtll EIFLT {OD VOLT TWO
ALL wall C01D1[TOOB USED FDR I* {1EML nnek rJMLL p01fDIM TO
AGE AS INDICATED ON T1E Poi EMLl. THE SIGNAL
ALL {t11w1 iE:G7f0i AID pMEE E OF f1E iIIIG NOTED DN
INSULATION OF THISi01ES ODIIIAIIWI*. TOE STAADAED EfC
APPLICABLE CAKE. TNIL WL`,
VIPIw DIAGIAN• CJ�{LE EiwlI O 1 tOANDED 19 . 2,U'T ITK C" BwIL HAVE
TOPS BrMID® LI{ . 871. T14 WLE
TIE Ur r.W1 110ICATED HIN Tit DETECTION IDOP IE'TIML DMIN VIE Aw P CwD1E
awLl E ELDEN. ELDFOIL a79O. Or EOLML. 'ITN IIA MVO L01DUC
SHALL LENE INGILAIED OOPPEP OgpIFlow. Ax ALLMI'AAL POLrESTER GNIFID. A MIMED LaPPEP
V1NTL JAw.ET• V-P yl30 WLE CR EOUI VAUNI. TN1S WLk Vill PUN i1DM
TOE A/c {NIEIDED 1VE- WION DE7ECTOP T A Ei NO LI
TOE DETIiTE. ,ell TD TK pg1IpLUP WIT�T P10 w iUttG WILL E ^�'
TIC yD FLUID �lCA-110 RIGMI INTE/DOMEO7 LAKE EELI EEl TK FOLLDIIi wI
.. CONDUCTOwt MUD, WI DIMM1. AWK--ALsD COPPER. al lE la AVE,
a. INW411Ot:. SOLID. VIi1N IDGN DEwTY TM'
IPDLVELLw OR PDL:PP�TIFw.a ITN 7ELMDIE {11DLLTTP COLOR
LODIw.
�. WU CO* ACiEN9lY1 1xWUTE;' I�.LCTEE Aw iVIa1ED INTO PAIRS WIT" WTryiw Ur6
(YVl GT IiNCTN61
NIMIMl2E Tt.
CROSS ALP AND EE7 STPICI OpIt 11ANLE 111LI,MET' A TN SIDESI .009• TM311
TINT® ETONLEw COPDIVKP OpATED 1p TR1 JAL
. COAp61OWOlIDAT1 E1 IEaIaTWTT 10 PPDVIOE 1I" ELK
P, {w ELDIwr JAPE SHIELD IS APPLIED IUWITILI WLLr VITN lMPIAP
MGGAtED 4uTlxlr 1APk APPLIED IN TIE {ATE N `N` lG ACCETAEI.
OO
WORDING LOVEwE. A .00f coMluwr® ®TC VI iNSiAW
NOUCULAR VEIbH1 VIR611 PLLVRTL I D I4ALu110N1 IG
9. OUi EP URACK. lA DENSITY W6H
BLFIUGNT. VAIK
TEIPEPATUK VARIAll AND DYwP ENVIPIVAYENIAL CONDITIONS
E%TRID® OVERALL TO MOVIDt A CON1INU'L16 COVERlw.
{ FpD1AE MANE INDS. f0U1VG NARAIINS MU61 E PRINTED EOUEMIALLY A MINIMUM OF
P' AlD1D THE ONEP
.LALAET• EL flll lMG
ED VlTn PLINDLIW,POLYETWUw
7. FILUwT It*EIO/E WLE val"IN lw LUTEP .UITTI It FIDED
M1 INCLIDING TEIE AEA ETVEEN Tw ONEP JACNET AND TM GNlf ID.
OD,POU
NLNEI� AT EAWH TEPNiwL END VIIH A VwP-A'DIPD TYPE 1AEOEPIw "`SIP ACLOw 1NG iC rw
EACH VIE GV.LL E
Ep1EDULE ATTPCIa TO Tw ENS EY.CIAL PNOVlGl E16. itWI.L. PLI Tt IMIMIb
' A GMLL 'AVE Ar, pPEP END. CAIM' STTU WO
DEPlE9S
PITP A TODL OFBI GIIED f0' TNE INSTALLATION ' THIS I" O tFpPiwl 10 T IWIN6 VI in PLIENS.
ALL VIES tE1Fik' •.r+ PIP r,WI%AL BLDC Alp AT 11ETFRNED tATF POI NIE
BwLL E INSTALL® ALLOVFD. ALL VINIw IWDE A. CONIC IUE'PtN1LATiON,
VIE CIITTETB. ETC.. 1I1L1 TOTNEP TD NAPE A NEAT ANT GLFAx A ML ALL
aWLL E "too AID WL1 TIE PUPS.
pEWITTEI. Ia1UE OTKiIBF OD
, WI ON TN" {11C 1MG
KTOP BwU E ARIVE" pAPp Vlrn pwGGUE
' p EUCIMG Q AM 1LL l[ PULL"
C01D IATf GI6wl 7EMLOOP CUP TIOH MBt TD Tw IODPi.
r iwll E PUl1JD iC Tit AIPPEP AT 1NE NEARST AUw
POSTS. T P 16 EXCEPTIONS SHA E 1w iUCEi FOP OETECTDP LOOPS AS TO CWL TE Iw
POSTS. To* ONLY E%CH' FIATL RA W AILAIIO%
' lw !H6 NEENT AS
{1LVM !w TE �'w' All w & AIi NIL I14T
Tw OGiTPACTOP EiIY.LL PIDVTDI AID 3ValILL ALL Tw NECFWw 11tPlw. fT1FG iNE wll0wl ELECTRICAL CODF.
71E GIGwL Am UEwI LT EITN APPUGRE ECt1EE O
' TK S.TION 6 DINENIE KE1N, WLL COW
wT1OUS• E%CEPT 66 HOED
1
IPAGE Al
ASUp UwN1AL SPKIFILA71016 EVIOUth'{FI
� fR1•p CONTINI®
!INSTALLATION IF ALL EIPIK SKU CQPFOIP TO AF►UCAME PMVIW10M CONTAIN® I% THE Si WAND SPECIFIG71ONE
. VMWT AL SPECIFIED HIMIN.
• CMOICTOAS APO CARE OMLL COFFORIN TO THE APPUEAALI SPECIFY TION K FOLLOWS,
111 LOUSE OTIEIWU AoTW. ALL ELECTRICAL CMDLCTOK SMLL E ARIOVED RMIDW COPPER OWOMIK 1O
MPLICAML pORi1DK OF ASTM OTAAOAWS• INSI1U11011 SWLL E M VOLT PLAVIC1EW POLIV'INVL CHLORIDE.
POLVETNr UIE. OR CIENICALLV t7MS6 LIMED PkILTITWUE. COIFDMIK 10 AFPUCAW PDIIf10K OF ASTIN STAMAIE'c.
' POLVETWUK COPPOUNDS SHALL NOT E USEP MERE BfPOBW TD SWLIMNT. M SHADE "ILLATION I. CEDE TMICV.E :G
SHALL E USE.
1PI MLII-CMDICTOR CAME "LL W. 1!W FOP TIMFFIC upML CON1 , APO SMLL E MTW TO SP6IMTL ON pW
VI 110IVIDWL CONDUCTORS SWL, * STMIOED COPPER. 611111.1 E INMUTED WITH A W""HAM OF AS NIUS
PLA671CIZED POLVVINVI CHLORIDE MNFOMD, OR APPMVW E011AL. AND SHALL E COLOR CEDED AND OF SIZE UPM IN TAME
EL01. THE INDIVIDUAL WWICTORS Shll'I BE CEDED AK IF S'EE Li STED IN'AMU ELd. f1E INDIVIDUAL CpOUCTMf
' SHALL E CANED TOETMEP EITM Gr.0 IMF AND ENCASED V A POLVVLNfL CHLORIDE MEATM I5 PILL TMICR. IKUUTION
SHALL MWORN TC APPI: CAME PDVIIOK E Kin STAEDkpD F VLIG110NS.
AEG
flam ism Aftat Conductor CoLQ. IUSAN
Stan., haSdb... A 1/ 16/27 hd. Valid., prow park
A' IA 1"7 Red. V.1 Los, Gra.O Srlte-W.rt,
S 14 Iva? Rod. Y.it".. S,k.. Stock
p' IA Iva? R.E. Y.I to., Srrn Stock -pull
■ C 1A IWI Roo. `.-Ito., Srak, .,'.ne
■■ SlpneL Cos. 1C Wall Whit, pa..
Central Cos. 1P Iwn White bl.,k .r pros
' Detector........ A.S.0 IS Wall I wise Non.
Co., 12 IVPS White park
lose............ .... 14 19/27 Rod. Tatu%, prow, alu.
F Le.bra........ .... 1E ID/E5 Stock who
' 6 ..Its......... ID /VP5 Suck pans
A lt.,,,stf..... 1P 19/25 Wis., pa^•
....
Nwtrots
■ Irot Usual.. .... 1U IS/ab art to park
►■i Alte"'Ito .... 1P 16/25 RMIu o, Sno, Run.
' VALI-60raIM191 ckblk RN.II be "*.*led k. par Ir '0'.w\Inp %"'*A' IIIYRtra lon.l
1.1 E Lahaucto, — P No. 1E AK• tanb .lrard, censlollnp of s flock ar4 price cm,atctor.
' Ibl f CoMucto, — 1 pa. IP AVG, arruq 1 pa. 12 AK, .Hite W,tn preen .: black •tripe, One 5 Mr, is
con.isl,np of Wyse A.
Icl I Coducur, -- 1 Ito. 1P AVG. 1lhil.; 1 pa. 1P AVG. price area. or block .tripe, a„d S pa. 14'.
:ere lot tna of Phan A and S.
Ial t1 Co110 u'twr — i pa. 10 aFG, WM tIt 1 o" 1P AvgWNIto .Ith pryer kr buck Stripe, AM R Moo 1l'r
cs..ialing of Phase A. 5 sr'o C
1.1 PO Ce,w.. to, — 1 Ito. 1P AEG. Whits; 1 pa 1P ApG. Wbtl. •Itr Prw.n or block atnp; end 1F 14'.
' tonal Ati,% of Phase A. A', S. S', C Who Opera.
SWPLENENUL WECIFIGTICK PEVIOWia/251 PAGE V
rsr,a_�LRIs
WIRING WILL E AWAMEAr X TINT COWIRATION OF I* AIM CABLE ABBENGLIU GNIL E USED.
fWITH THE EXCEPTION O T%PE RIMB INSULATION. THE MINIAW IIWLA111)N TNILPIE" FOB AMY ELECTRICAL COLLCTLN IINLL
E L'SA 'PC" MD TIE 'HMIHREI AO }TARE INSULATION THICKNESS SMALL DEEM pLEY TO TM TNICKI&VB O THAT
IMSR,..AOI IMMEDIATELY AROUND WIY WklL iDM AID EXCLUDING AMY PfATH ON JNXET INIOMM.
I10UCYION LOG' DETECTORS SMALL ITC
INSTALLED IN A &A►UT IN THE pAWW I ST THETERRACTOU SER INDICATED ON
THE PLANS DR AS DIRECTED III THEIMS10"k THE WIR TOE URD IN THE INDUTIOI LOOP RHALL ! NO. IV A.W.G..
TIRE 'N' RIM OR AIM INSULATION, DIE DETAIL GENETS.
►,�S W!E gj CASLi. Flrtl - "f,iTt
►�LE .2 FOLIME MRDMR - CELETE
FTAM'•NS [REPL,yLN1N1_K4I11i:1
LIMIT UTANDARDG EMIL 7 SPUR ALUMINUM IN ACCORDANCE DETAILS SHOW IN THE OI"'C, AS SPtCIFIMT IN iW ILCM1,AL
PROVISION AM AS MTLIA� MRE1N,
E-SB.SIII TIARA LIGHT STAMPARD6 TIMEL UJI L.341LgAsll�Iyp�Y10E ELERI MIL -DEISTS
f E-SS.Y UMIMAIRE FUSING kV
_ILL TR]UL COWECTILN�_�l_LI SNf�jR�G.4E1 RASES IROLACEHj[ijjj(�
EIECIRICAL DISCONNECTS SHALL E IWALLED AT ALL LIGHT &IAWARD MESS. KUNE HOLDERS SMALL E MTEWRJO, ODUQ
"1E00NECT TYPE, E.F.C. 00 APPROVED EQUAL. FUSED MID I;SCONNM %ITS SWLL PROVIDE WATERPROOF IN L.ME RUE'.
PNOTECIIDN. ALL COMECTIDW SMALL BE HME WITH COPRESSION I ITIIMGE.
THE LORD $Mt OF THE KIT. UPON 016COWECi, THE RV ! SMALL REMAIN
t THE FUSER %VL4 7 LOCATED TM TWO LDL:TIOW. THE FIRST BEING INSIDE THE MAD ROLF Al THE EASE O THE POLE AM
THE !BAUD BEING PROVICNi POP THE CfMPLETE RIEET USR EMVICE IIF WECIFIEDI SMALL E LOCATED IN A TYPE •P'
"01DH GA 4 NEAR AS PRACTICAL TO fit ELECTRICAL UTILITV COMPANY'S VAULT OR POLE IEOUICE O POWER FOR THE
' W"ST- IES FWN16Na FOR ALL LIGHTING CIRCUITS SMALL E CAPABLE O HANDLING THE OPERATING VOLTAGES O TIW
LIPCUIT :MV -W AND SMALL HAVE THE FILLITWING CHARACIERISTICSI
1. FL S &HALL BE CAPABLE O IN06INIIELY SLPPVMING 11Ot O THE RATIC LOAD,
P. ELSE$ SHALL E CAPABLE O SPPOHTING In, O TW RAT® LU, FOP APPWS:IRATFLY ONE HOW,
S. A LORD O I= O RATED LOBED HILL EFFLCTIVt LY CAUS: INSTANTANEOUS BLCRONG OF THE FUG,
A. FUELS BHALI BE RATED AS LISTED BELOW AM SHALL E SHED TO FIT TW FUN[ COMIAt WAS FURRIEW, W INS
PROJECT. ACCORDING TO THE NAMUF CTUMR'S RECOMMENDATIONS TRER6OPI
LWIMIRE SIlE
I.om v
ADO W
QED W
EDC A
TTB W
,.O v
200 W
WY k VU1I6241Y
USA
IDA
IOA
IDA
IDA
IDA
IDA
S. FINE SMALL BE UL UST®
SUPPLEMENTAL SPECIFICATION REVIOWIO/BSI
PACA 43
lJ
AIMS 110 LIE TIED EL[R
M! • MAST Rll�.�-•
1fM"EN lNP AWENI EtW-IYtlI
E-�E f MLIdf.FiIMI
p S4 lap WApDA LAPRS SHALL E DCSISNED TD 1-WARY OPEHAIE MA WAR N I 150 WAR
WAL4ET FEN NISH PRESFL [ fOP H.P. yD:�LN VMON LAWS SMALL E RM IMTCPNAL !AO'VDLi
SSO WAR M. MC WATT ON. A00 WAR Et. SA'1AE1
IEEAATOIWRRE IHIW POTTER FACTORI• SMALL NAVE AN ALLOSABLE
.9E-r11� TD im :.R IDMEi AND TFPNIIW. OMIg. THE MLIAM THE CUAB M
M Sµ45T ATIO E ISS. WD CAPACIICR. l%MMQ USER, OR OTTER DEVICE tNL'.L � OTIEP PISEY161 .
VOLTAE VARIATION E LESS THAN r PENYLS IP.C.S.1 AE DIEU CTRi C. COO'JLNT6, M-}OP ANY
TRTNS A.1 lLNiTRICAL DATA.
CEpEllOS LDlMIF1ED AS POLYCIILDRuw ATTACHED IM7WMAEW'LY TO THE C4E L
.A:H EKJST INALL HAVE A IIIMf
S-iP 10 LL511WAINS.�le � EC1m
ALL LIMINAIAtb 51NLL E OF lit D19701lUTION TYPE AID WATIAE INDICATED IN TRI PLANS. ADAFT111S
LUMINAIRES SHALL M' A CART-ALLl1TN1M 1APIESHS PROVIDING FOR A 61.I/" III4 TYPE NOUNI INS AIM CAPASIf IF
TO A R-ISCH DIA ." PIPE TERM.
LIMIWIPES MMU IS 6 THE COANA HEAD RITLE SITH AN OVATE RkFRACTOR IONS'PFE' UNE1 FOR APTFRIAUF AM A ILkAP
FLAT LIRE FOR "SIDENTIAI POADPAT APPLICATIONS.
TC UMINAIRE SHALL INCLUDE THE pOWP DOOR F4IIIIA
THE LUSIINAIE SMLLHA t A VAS " jTlI N eFMCID, AM PEFUCTDP. A GASAEI 09 FILTER w1ER1At EHAII E PLACED
EIEEN IN LA1P N UM[NA1PE.
THERAERACT'RER'S NAPE OR SYNEDI SMALL MECLLIRLT WAIWED ON FAC
To THE BALLAST V" .'�E rMlt So AS 10 SE
HAVE A MATHLWRESISTANT, AR61-'PPMVID DEIALY TIACHEDREE IKIES 6DOAE AND THE 0END SHALL E A
EACH LIMIN FOLLOGIK
MADILY V351!LL Imp THE gOOID. THE DECAL SHALL E APPP01
MIMSNIM L. 150 lKMES IN EISNT. THE DECAL $HALL E p01D 1N COLON WITH 4'P WARAIE INDICATED r THE
RLFERICAL LEi001
7 FOP 70 WATTS
Rb FOR 251 WATTS
10 FOSS iDD WAT6
1 FOR 40 SA00
IN R
ID FOP IN WAS
FOR WARS
1' FOR In WATTS
-OR 700 WARS
DDD wi
DOD
RD FOR RIM wRG R1 FOR 1,
ALL IIMIHAIHE6 6.ALl HAVE T1EIP CON'OEM6 SECURED TO THE LW:NAIRE FINNF S1 TN Si AI'•Lr. Ei, STEEL IIOIRTT INS MIDWPF
INLITE, WAIN WA61AR5. NINES. ETC.1. THE "DUE INC.
COWLETE W11H INTEGML MLUbT, 6MLI At
ULIE,
WEATHEW TIED,
F E! i� ECOIRENT_j.!"%"A" 6tcT
ioml UNLESS SPECIFIED OTIEMISE, �ED IMIHUCOHTMCTS SHALL MS,
COIITFOIIA' VA A CC, a'"' 'UP OF PID/Ot IFCTRiC CONTROLS
AID Lj QMIN5 CONTACTOM
S-. II111 11NE CLMS CROW - DELI IF
1LILTIDL5 l�l-PEErt_ik:-U9N�
rFS.T1141__.PHD- - T PHOTOOLL EM' E
VALICE IN THE 7ESPFNATURE ANHIR. -,AIII bb DESEES C 70 J0 DFOPEES C.
'F
ppTOELECTPit CONTROLS SHALL E PLOS'IN DEVICES. I THE TD SPARL F DN 1E0 VOLTS. SS Hl. MLIID SYSI ER, THE
A SOLID STATE DEVICE WIT" nMU TTIIWfDN ESTOP CABINEI.
pIDIO-CELL SHALL E ROONTED p7lRINLIY ON TOP 719 UMINAI'IE EAIECTAIG I ERVICE/CONT
I VTO-CELL TO CONTROL TE M'STEN OF
C UmS i.D DN
'"D p/51T0LFLl SHALL R CAPMU E EIl TCHSNE 1.D0p WATTS OF 11DAIDEKEM LOAD •OH' AS MAIM.
FACE AA
Mipkl;EM.AL SPECIFICATIONS RtIM1001551
Syff7Pl1) IL4W3HAT1DN C111GSf1.L11iS3f__I�P�L'S€-ME!!��4I�
ALL SAUCES AND TRIP? WALL E WADE USING QULI'%PLLEB6 C"'S BIAF"IECIUM OEPONTE RFEIit1FMFIlUDU13M TCIEAM�EPLASTIICN
M WIRES BOTH NECIAHICALLY AID ELLITRICAG".
ADS, . TC FOAM A HATER TIGHT SEAL. ALL MATERIAL USED IN It* PPLICL Ell SHALL SE COPATISU WITH TK WIRE AM 116
IUSULATION AS USED 10 THE UWNIIAS SISTER.
►-SB�;O TRAFFIC. BI qRL CUNT N UR6 MILCLA "T EI.4?lQN1
THE UOT WALL SAtRATE ON ISO VOLT, 80 CYCLED SIN%-U PHASE ALTERHA7IM6 CURRENT AK WALL RAW 'K ROWER LIVE
ppEQMWV AS A TINE RAW. TEI IHAFF 1Z ;:GNAL CONTROLLER SHALL WET THE KOUIFMNIS IS It* NATIONAL ELECTNIFAI
RANUFACTUSRS ASPOCIATION ;NEIUI P&DAM PIA.LIGIIOR"
' APPR NT6Sig� As 6TANDARD SOLDEEPRING ^"CNNOSB DI1'EDMTM CI16 AND WEIDS70I66 &HALLSHALL
K KNMIEDINDIVIDUALLY
SOCAFIS APREPLACEABLE
I SHALL ENd1lY
NEPLACLANLE WITHOUT BDt OERIM6. ALL COIPOKNT6 WALL E STANDARD 'OFF THE SHELF' ITEHS.
' TK IMFFIC SISAL CONTROLLER SHALL SE CAPABLE OF INTERFACING WITH TK IULTISOMIC REAL TIME, MASTER COPUTER.
THE CONTROLLER BAALL BE CAPASU OF MOTH Ot LIRA OPERATION IC0IR 51 SI THE ASES-PULIIIIC ILASTEP OVERLACo"PUTPS.
AND
STANDBY OPERATION. THE COIMLLER SHALL E61ASAISH TK tYLEME 6 S30AL PRASEG. IICLMIMG OVEPIAPi, iM
' (KRTISON111 RASTER] THE ISML COMIDIRL.MING SHALLAGAM GiF6 111, PLAN. WHEN AWE OF OPERATING EITHER IN AOFE M 11H "WE OR
ICOIPYTER
FULLY-ACTD .M OWE WITH VOLLWL OENDITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AM PEDESTRIAN TIMING
1 PALL BE ACCONNF (SHED AT THE LOCAL INTE:%CTION.
S-QB 191P1 FUBKNG OPEB`_110u IpEPuy�W1129EFI1Si14
FLASH UNIT SHALL K A TWO CIRCUIT TTK. CAPABLE OFSWITCMIKAD . LOS LB,TO IWO MITE PER CIRCUIT ALTERNATELY AT A
RATE O SO FLASKS PER MINUTE PER CIRCUIT, PLL16 OR MINUS 1110 FLASKS PER CAPABLE PINLTF,
S_¢Y.11 ] EIrt1�L:I�r_�BiTIDM EIIEPUCtNEM LEST1QNl
E31ER4KT VEWCLE PRE-EKT30N SHALL O PNI UNIT UST KHE RPFEWTMIDN SYSTEM OPERATION SHALL ■ COPAFISLE SE
A jt UNITS On AS "UDULfG THAT PLUS DIRECTLY NTO
' PLC, TO ACCEPT 1-M DISCPIMIROTPE UNITS.
IK 1M COIPAF. 'U'TICON' SI81 EH WHICH THE OF KNTON i6 CURRENTLY USING WALL S/ LE OF NEIW
ACTIVATED SI THE BAWL TRANSAITTERS.
WEN A PRE-EIPTION DETECTOR DPKIE AM BIERSEICY W111CLt, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN IHE
AgOU,Af!D PHASE OF TLO
VEHICLE
KLECIOR
SHALL NDlD TIE CONTROIL P�M TK CYLY PMWTO THAT PHASE RULTID UNTIL IK ODEIE TORE RD l0NOR OMC76Mlit EWRKKYSE VEHICLE -
' ' MEN THE PHASE SELECTOR IS IESAOMIK TO ONE DETECTOR, 77 SHALL REST FESAOM TO AIR' DTHE<IRENE.EICI6ON CE IVFD11 CALLS CHANNEL
THE FIRST DETEARECTOR ASATISA3ND. INDICATOR LIGHTS SHALL INDICATE IMP ON, SPUD
CALD'D. SWITCHES BALL CONTROL SYSTEM POWER AM SIMULATE DITECIOP CALLS FOR EACH PIAGE.
a riLIBIA.j WIRING Ol Amm-lNEALACEHE-JLQj.QN�
TK CONTMLLEP CABINET SHALL HAVE A RATEMROO ENVELOPE WITH A SIDE ACCESS ATTACHED IJ TK IN61�t OF 'K CAB'K1
' OOOp. AT THE TINE OF DELIVERY THE EMVELDP� SHALL R VE FOUR COFLETE SETS OF SCHBATIC6 AM PAPUA, FOR ALL
ASSEMBLIES AM 6UII-ASBEMRIES.
' tPQ IS161 RADIO 1NTERFEWILE SIPS IRFPIACElf.N1 pECT 10M1
A CORIELL-0WILER ARDIC IwT[*EWKE FILTER RF 10SM-1 10 AW PR EQUIVALENT DROLL K LSE TO FILTER THE A.C.
POWER. AIIOITIOHALLY. ALL POW' 1 PPUE6 SNA" HAVE MIST 1MROM1 Tv FNW OTHER DEVICES WITHIN THE CABINET.
1
PAGE 45
F , SU ILEWNTAL. SPECIFICATIONS FIVIOW101651
"0,IEI7I TNFIC.-►^1ATC COn1OLLli lWLACEtN'MA&Mgkl
ALL TIMING FUNCTIONS AND INPUT AM OUTPUT FEATURE& FOR FULLY-ASUAT®, 11OUEi-KM6IfV OPCV'.1O1 SMALL R
' FMNIDC IN ACMADAICE WITH KERN nANDA1DS.
THE CONTROLLER BRILL PROVIDE FM SETTING EACH TIMING INTIRYAL IT PLIMIS OF FOEITIVEIV CAUMATIO ETTIMB6. THE
LINING FUICTIOK @HALL EE O1 THE FMOM O TME CONTROLLER JHl DR SHALL R @FVECAID EMIR, AND LIEUID CPYnAL
DISPLAY. FOR TIE STAEOEY OPERATION, THE TRAFFIC MORAL COMITOLLEM SMALL IMCAIDE ALL CIRCUITNY REDWOOD TO
PROVIDE ALL TIMING AMC ALL FUCTION6 FOR GISMAL OPERATION IN A FULLY-ACTUATMD MOPE. STAHDEY OPERATION SHALL
ALITC AIICALLY OCCUP UPON OPENING O IWTIKONECI LIMES. FAILURE OF CENTRAL PAPER COMPUTER, DP EMEM SPECIFIED IRE
THE MISTER. THE STANDEY OPERATION EMLI FOLLDN AIL EE COINCIDENTAL IRA PHASE TO 1M1 PMGE EF1MG DISPLAYED AT
THE PART O GTAMDSV OPERATION. TRMi ER FROM COMPUTER SUPERVISION EMLL ACT CALL IP A BARRING YELLON.
' S-F@ IT171A EIIVIIIORMENTAL, PE NCE APED TER FVAIOAPOI FOR EDLIO STALE TRAFFIC CORTIOLU j IIREPLACEPEn
�1
11E TRAFFIC SIGNAL CONTROLLER ASSEMBLIEC, /M.UDING IME ITIOU"' FIGAL CONTOOLLER, MPIUAm LDNINGL ICU' THE NI
AND CABINET SMALL E 6NOP TESTED TO THE SATSf ACTICN OF TIN FIIGIREEA. TESTING AND CHICK-00 O ALL i1MIMC
CIICNIT6, PIA[ING AND SIGNAL OPERATION SMALL EE AT THE CRT' O WHICH SIGNAL SHOP, MENTON, MDUNGTON. IRE
616M1. SWOP WILE WE SPACE AVAILABLE 10 THE CM ALTON FOR THE REQUIRED TESL OBONGIMTIONG. THE CONTRACTOR
' SMALL ASSEMBLE THE CMIIEI AND RELATED SIGNAL CONTROL EOU!PVEn HEADY FOP TENTING. A COPIET DEMONSTRATION P
TME COMTMCIOP OF ALL IMEWT® COPDMENTS MTIVAC10RILV FUNCTIONING SMLL RAM THE TENT KRIOP. AIR
MAUODTION SHALL STOP THE TEST PERIOD UNTIL ALL PANTS AIE MTISFACIORILY OPERATING. TIE TENT SMALL R
VQEMOE UNTIL A MINIMUM O 7e NOIRE CONTIMDIE EATIOACTOR/ PERFORMANCE O THE ENTIRE In ENA1® F61 tM MIS
EEM DEHONSPA7ED. THE DEIDMBfMTICN IT THE CONTRACTOR TO TM =- INUR OF ALL COPOHENTS FUNCTIONING PROPEPLI
SHALL 001 RELIEVE THE CONTRACTOR OP ANT MEEP0161EILIT ' AT1YE 'D !HA PNME6 ;Ie[TIMING O ALL AFOESIAT®
' CONTROL OAP EHEN FIELD INSTALLED.
@-ee ,;IL71@ AUN(ILIARY EO FIT Fj' TRAFFIC ACIUR1E COMlnIUS IREPLAGEHENT 6EUlm
ROPER pfl-MIASE
INERE &MALL IN A MAIN 1900 SNIICM IN 110E THE CASI.El THAT 6MALl RE.IDER ALL CONTROL E011119ENT ILECTRIULLY DEAD
MEN TUNNEL OF. HERE SHALL EE I LVRPOLUA PnRR SHITCN THA' SHALL MERCER THE CONTROLUP AND LORD SWITCHING
DEVICES ELECTAIOAUY OEM MDILE MAIAIAID ING FLAIIPIMG OPEMATION FJP PURPOSES Of CMANGING CONTROLUK OR LOAD
WITCHING DEVICES -
THEME SHALL E A MUCH 1% THE CAIlt- G IDENTIFIED AS THE MCI TIME PPASS EN'TCH, IF THE INTEREICIIDN IS PLACED
ON FLA6MING OPERATION EITHER ET THE FLAEN EnTCM OR THE FAIL SAFE FORETOP. THE CWNCELAP SHALL IMMEDIATELY STOP
TIME. THE STOP TIN'. EI'PAC'. SMIRCH SMALL ROHCVt STOP TIME PROM THE CONTROLLER AM PERMIT NORMAL CYCLING
OPERATION EMU TIRE IWTIRSEO104 REEFING IRA FLASHING CMMTION.
DETECTOR TEST gILTFH
' EACH VEHICLE AND PMESTRIAN PHAGA SHALL HAVE A MMEMAM (SPRING METUMI DETECTOR TEST &11TCH. WHEN DE➢RESSF0,
TIE SSTICH SHALL PUCE A CALL ON 116 IESPEC�IVE SIGNAL PHASE.
' COMVEMIENCE U 'T AND LAW SDCRET
A CUNAMENCE CUTLET PROTECTED nTN A FIOLFD FAULT IMENMPTER AND AN INCAIDEKENT UT VKREI SHALL If
FtRNISHtD IN THE RAIN CABINET, A DOD"
EEIICF `N THE LAW STALL E PMOVIDSI. THIS CIRCUIT @HALL EE PROTECTED SY A LIHCUIT MEAREP RATED AT PO AMPS.
' &UPPLEMENTAL SPECIFICATIOK MEVIOVIO/FEI PAGE 48
1
1
1
I,
1
M 1M 116 A.C. 6IE RAVE FOR ALL IMN.
TIE FAIL WE UNIT GALL NONSTOP p7N TIE DOSITIYi ANTI NESATIE PORTlEM6 OF SWLL
IRA IGTIOMG. lE DURATION O A 01®LAV O COMELICTIMG INDICATIONS LLT of LONG
AMBER Alp PEDECMIAM MLA Is 00 M.DES`R1Ah6 �� 71E MON310R IMIIIATES FLASNUE �RF'
EIOLIW TD EVISINO IBLE 1 T1AT 111E NIWTOP NA, PPEBM`® ILL WERAilOR.
BE A VIG W
F PIDT-"1pU L G 11 ARIE6S EP1 LLER IWAIT FROM ANY
T"s COM�T1LlEP SMALL HAVE AM IWUT VOLT.E GIME 1 jVp THAT SMALL PROTECT TIC COMTTc
VETAUE SUN,.S THAT CWLD DAMAGE THE CONTROLl1''P JR MT 6 ITF COPOEM-.
FIEIDA �. 'PE IUMIMLS 6HALL E "B'"I lh
CONTROLLER W R1N6 CSTEM 16 LIED FOR
TIE
11L WIp3M6 DIAOAM ON TW iF A OIFFEEM IUIRIM TIE LRAIrl" GALL
THEE GALL E A TEMIMAL 61PIP FOP FIELD N: P1A4 I� TE GB3El RP3M6 nC1'
AmDRawtE WITH liE �� Mi BAP N1TN A MINIMUM OF 16
CABINET WIRINS . TENT MOTH MLMETE SHALL ETERMINAL ST IP"E ' UFTMT®. A conch
INCLLDE THE FIELD WIRING MUNEPS EASE'
TETMIMLS AND A WOLMO MP VITN A MINI" O B TEMMIRAIS SHALL BE ppOVIDED.
CpW%qEq NTFIFKE UNIT
EP CIMIWL OF lE 11{{ER6EC"-1OM AM
IMTEWACE WMwIGTIDN DEVICES SHAH E DESIGNED AS g USED E R ON- IN AL APVTE THAT PLUS DIRECTLY INTO F
Cp(LppL1EP GE. TMI COMMUNICATION DEVICES SHALL Bt USED FOR ON-LINE CLNMUT
SHALL E C.�ABLE O TRAH9'ITTING ALL DETECTOR AND SISMAL STATUS IwwlATIOh AM ECEIM0 AND DEASTER wCTECOMMAND
TNf C01M A ALL IN COFOMUCE AND WITHIN THE LAPASI L' ASTER �UTERICTEC IMEC�EEP
IMOMATIDN FROM AL FROM TMI " MULTIPLEXING fECIWpLOG1E6 1% ORDER
UNIT AM 7E 1N1EPCONAECT DO * ENIET LATEST UT�F6'AM EICODINfJOECODIN6,
IG710N OF DATA AND COMMAND 11FOFRATIOM E17EEN THE RASTER COIFUTER AS
M}yRIMIGTIOM DEVICE SHALL F1pLDV
TD PROVIDE FOP TE BI-DIRECTIONAL CORRRI
THE INTERSECTION.
S-E6.10171D G3NET6
sPM ALEEM CT
P CABINET
GALL PROVIDE A NEATEWROOF H UGIIIE' AM HAVE TE FDLLONIMG EOUIPENMNI6�
EACH TRAFFIC ro"TAOLLE TO MPPCM lE co"MOLLEP AID ALL ALPILIA"
I.
CDMSTp1CTI0M SHALL E OF A M S1ELVIMG. MLACAITS..ACA6. ETC•
B. TK WIET SMALLCOME
EOLIPIIENT. TE 6:4 TD PRO'EPL'! 10116E lE COMRDLIER AM ALL AIPIL1AffY EQUIPMENT AM
B. TE W]ET GHAII E OF ADEOM ABLE O
ANY pPOUIP® ApP1/LL N..NCE6. In SH AIP INTAKE Top p1All C CAP
A. TIE CABINET GALL its A such
Ab O AMP INTAKE TC. TE ENTµ AM GHAII E 1N TE TOP O TE CABINET AND
IW%IRG FOEILY. omits, N Ab OUST. LIRA.
TERYW^ATIUALT CONTROLLED.1OIN A CORBIM
S. THE Cpn1ET OOOP SHALL E PROVIDED WITH THE FOLLOWINGI BE INSIDE
AIM A POSITION POLICE DOOR RITE A CONVENTIONAL POLICE LOLN.
M. TE RAIN DOD O TE CABINET GHALI INCLUDE A TWOw RN WMCAM 1' INUM1MIlIgp AND l AM 6161AL DISPLAY 3N T"'
TYPE G LOX. TE RAIN DOOR MALL ALSL DOME 1N WH •II A p61TI0M• A BECOME
INS POLICE PAEL TEE SMALL E A 616MA1 ORff P'1 OFF. CONTROLLER p(MEP SHALL
FIELD BUT RILL ALIA TE UX'MIDL EQUIP TO OPERATE MEN PLACED ►:EL DEFR3MED
BWITCM SMALL E
TE AUTU-F LAGM wITCM. MEN PLACED IN IE 'fU N ON TE AIMIIURN
GERM, DM AND COalzLul SHALL CCP TIME DEPENDENT OM SNITCH SET`
IRB
BE
LATER. PEVENT IpG pLL'1 {pp A MININUN
M. TE CABINET MALL MlVE A METAL ETC6RMNYPRIM R CO T 1MEPDOLOP FiCAPABLE IF THE i1M6N " FO COAT
1RULL
A DOABLE ALUNIMLM W 1wMEMOE
OF FIVE I' EARS' PDLLCE PAEL) SHALL HAVE DME-Plf CE NLATHEPr MOF MEOTEME GiLi'
P. ATN DODP6 I Wl" AM
1
tBUMLIENTAL SPECIFICATIONS REvlra 1G B61
p• E 47
"@,j6 FU81DK EKRN CQIfTF�"IL - DELETE
B_11100 VEHICULAR IAWAL MASS IRL LAGTINNI Wt4_USS�
' VENOCLEAR SiGNAL WINE BMLE HAVE THE LENS SIMS AS SHOWN OR THE SISNAL PUN.. VEHICULAR SIGNAL AEG NDLGINGR
SHALL CONSIST U ®ARATE SECTIONS AND E DMOABU TYPE FOR VERTICAL NOLWIV4. LEIS: SHALL E SLAGS Al: NEST
I.T.E. PECIFICA1I106 FOR EIGHT WTPUT.
FRS iltRIA OPTICAL UNITS IR®UU.29-9-T tECT1GR1
' THE READ OPTICAL !NITS BIALL CO GIST D UHF. 16LECTOM, LAW HOT'.`-Ff, AND TRAFFIC UWMAL LAW" VISIBLE TO THE
TRAFFIC EINS CWNBALED AT DISTANCES FRDR 10 FEET 10 BOO FEET WjtR AU L19FT AM TRAFFIC CONDITIONS EXCEPT
OGEE F06. ALL 1 ITCH LORAENIIONAL READS SHALL UiLOY 17 OF 11 WATT TRAFFIC 6104AL LAWS RAT® FOP 1V0 VOLT
' OPERATION. 18" NININIM INITIAL LUENS. ES NININGR INITIAL LINENS, ROOD TER. RAT® LIFE. 1 7/11 INCH LIW CENTER
LENSTN. Ait K", MEDIUM 45t, CEEM 10 COLDR. TWELVE INCH CONVENTIONAL HEADS GALL E FLMNISW WITH 11B NATT
TRAFFIC SIGNAL LAWS RATED FOR HBO VOLT OPERAlI M, 1750 HINIAIM INITIAL LtWKS, 8000 NA RATED LIFE, E INCH Elan
' CENTER LENGTH, P-..1 UUL8, REDILM SAE, CLEAR IN COLOF„ ALL BULBS NHAI_ E INSTALLED WITH THE FSLAIENT PEN1N6
POINTv OP.
ALL SIGNAL JNE6 GALL E OF THE CDLDR, BILE AL, GLADE AS INDICATED ON THE CONTRA' PUNS An
SPECIFICATIONS —TIE LEAF DESIGN SHALL QVE AM WTRARD AID WNWRAD DIFTTRIWTION OF LIBHT WITH A NIRIINUN ABDVE THE HORIZONTAL.
THE LEE &HALL E 6U6B AND SHALL FIT IN TO A NEOPRENE GMFT IN S" A SAY TD EWER THE INTERIOR DF THE LENS
AND REFLECTOR EAYHEWHOE AND OUST -TIER. THE MUCTOR SHILL E OE PIECE, ALZER ALLMINUN COAFOHIHG TO
' I.T.E. STANDARDS. THE OPTICAL UNIT GALL E DESIGRED TO PEVENT AIR' OWECYIOAJLE EFLECTIOH D THE SUNG RAY"
EVER AT TIME O TE DAY WHEN THE GUM NAY &HIE DIRECTLY INTO THE LENS.
B-BB 1S " PAIIOIMG CIGAL HEILDS�PNEM EC1.ON7
ttlGNAL HEADS, INCUDING ORITSIDE O v1FM16 AID MQ E RACE 'LATEG SHALL FF FINISH® WITH TY/' COATS OF
FACTORY-APFUED TRAFFIC SIGNAL YELLOW SMED ENAKI. THE IEIDE E TtE VISORS AND FRONT D BAD PLATES SHALL E
FIN16M WITH yW COATS D FACTOR' -APPLIED FLAT /LED ENTNf L.
♦ iS 31 PO. Yj IA�gHATF TMfFlC SIGMA IEi06 - DEIETF
' FEA,_6131A •INCH PoIYCU�NATE TRAFFIC el FF41 MEAP6 - DELETE
B_-BB 18131/ It INCH POLYCAWNATE TRAFFIC SIGISA�H 2 - DELETE
9-8907 SIGNAL E/D NOWTIMG_GRACMEI" AID FITTINff I PULERENl ECT10M1
VEHICLE AN) PEDESTRIAN READ KWINS HAHOWAK SHALL GN a INDICATED ON THE CONTRACT PUNS AND DETAIL GREETS.
ALL "DIMING HAEDMK SHALL E PAINTED WITH TIC COATS . FACTOM APPLIED TRAFFIC SIGNAL YELLOW WED ENAMEL.
6-BB,1B VEhICLE DETECI90 JSWLACEIENT E01001
—DETECTORS GALL E WED FDA AC IUAT1ON O TRAFFIC ACTUATED CONTROLLEIS AND SYSTEM DETECTION OPERATION. DEIECTO6
SHALL E EITHER NA601FTONETER TYPE, INILCTION LOOP TYPE. 09 OTHER TYPES AS SPECIFIED Ih THE CONTRACT.
B-BB.BO PEDESTRIAN 61BML lR®L�GEIH MC?].,QNf
' PFULUTF1AN GIOAL (FADS SHALL E THE EOM GRID lPL, ON OTHER TYPES AS PECIFIED IN THE COHT%A-7. THE DEAL=
SHALL DISPLAY TWO SYHUOL MESSAGES, -NAND' IFOP TK DO NOT MU ME) IN PORTLAD DANK AIM 'NAM 'FOP THE MU
NEDEJ 1N LIAR WHITE. THE FMSAE "DULL SHALL WHIMSY D TWO NEON GAS TUBES EN, IN A HOUSING RACE O
' ^OLYCAMEMEDNAIE PLASTIC. THE LENS RAT. VIAL SHALL ■ POLTCAREDNATE PLASTIC. HOUSINGS SHALL E DIE CAST A' UPINUM
SHALL IN PAINTED WITH TWO CG. - O FACTORY APPLIED TRAFFIC SIGNAL YELLOW WED ENAEL. THE VISOP6 GALL E
LAI RACK 1„ . LDp.
' E
PARE ~
IEWENIAL SPECIFICATIONS EVI0WiQ/B3)
8.16 CD ] QED. aalD ttn lP N� r�.QLP�
All RED, 010 MEADS GALL E El1UIPPED MIT" I-CNATE TYPE VISOPS MADE O POLYCASSONATE PI-4011 OESIGED TO
' ELIMINATE BUN PNWOM- THE M:6E CAMODULI SMALL WE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO
RECESS® THE IRA TTktWDREP ENCLONMTHE
i WEN TMODULE 16 IN ITS PROPER POSITION. THEPOWER EP►LY TO
THE TME64SE MODULE SMALL WE115 VAC WITH TE IR -HAND- SYEOL AY
OPERATING ON A A5 WATT M. AND THE91AN'
SYPWL O FANIMS ON A SS WATT MAN
FIS.PI ELA6t0W6 EAT:QN - DELETE
F19: PA SERVICE CURETS lR®UCEIIF,WT SICTjON
TIRE tlGAVSTEEI UNSLING SERVICE WHET INALI E AS IIDICATSS ON TE CONTRACT PLANE AID DETAIL SEETS. ALL
' ELECTRICAL CODUCTOE, K" SAR6 AND WADI'TOR TERMINALS PALL E COPPER OR BRASS. THE CABINET SMALL E
FAMICATED FROM GALVANISED COLD RGLM SWEET RE. L. WITH 11 fSUME USED FDP EXTERIOR BUEACE6 AND 14 SAUE EOI
IWNRIDN PANELS. Own HINGES SMALL E THE CONTINUOUS CDM'F}LID PIANO TYPE AMC MD SCREWS' R1VFT6 DP SDLT6 SMALL
E VISIBLE OUTSIDE THE ENCLOSURE. IE CABINET DOOR 6ALL E FIRED FOP A EST INTERNAL Cx TYPE LOOK. THE
CABINET SMALL MAIM VENTILATION IDt VER6 IN T:E IOWA AND UPPER SIDES COMPLETE WITH SCEEE, FILTERS APO HAVE MAIN
TIER SAIKETS. THE WHET DOOR SMALL HAVE A ONE PIECE EATS' PFW NEOPRENE GASKET.
' E-14 Is111 PAINTING 111EPLACEHENT ECTIOIl
THE FINISH COAT 6MALL E A FACIOIR BONED ON ENAMEL IEGHT GREY IN COLDS. THE SALVANIIID SURFACE 6MLL E ETCED
' BEFORE THE WED ON ENAMEL IG APPLIED. TIC INTER OR SHALL aE COVEN A FINISH COAT O EXTERIOR GRADE O WHITE
METAL ENAMEL.
S-RS.Qaf21 EFCTIIIGL CIS BREAACMS AND CCWTAGIM6 LFULACEENT ECT1UN1
THE ELECTRICAL CIRCUIT SREA6EI6 AND CONEACTOSS SHALL E 46 IPDICI,TED ON THE CONTRACT PUNS AID DETAIL SHEETS.
THE FOLLOWING EQUIPMENT 6MLL E FLATUS® W,TH111 THE GM.ETI
' /, Main Cimult etao.r
1. B,,noh ctncutt Antos na
a. Utility plug (1SS wlt-SS AMP reteal C.F.I. TYPE
e. Light awanot test wl«h (7g0 Sa1t-15 sapl
B. Canteutar slay fen OWN 'Intuit
S. OouDIS pale aronoh Sneaks, ISO fat lighting C'MUlte IRAD .ulll
). One 120 .altr 20 up Single pale Vr.n'h VnM'er lfsn utMut, PLag B. S. Type 3-,1ng Ue PNaS
t 1701: AD wit prouna Sa neutral writs
P. One t20 .olt e0 SM •Ingle pole arrcn Snaky (11806t wn.lc.)
1C, Caaplet. pn.t-l.ne t' 16 aneker lot's
1 F1. MASS Viet,. pHenatic WLa'N Silt, ehILI .11010.i-O ..,pt the ..In Drnk,r d.11h sheik 5e 'to .Ilh
aM,, t-twiN. All new plot-' still 5o S"S'hSC by 6..1. Mn...
1P. M.r.t Se„ ..tlpns an umeceswr,
t 6-I915 AWPM:FHRy TNAMSOEMEP AIO TEPNINAL WIMHFT6 IEPUCEEM G€CT14f.1
THE POLE MOUNTED TERMINAL BOX SMALL E WADE O MOLDED FIBERGLASS. E /NEy 1N COICA. E APPROXIMATELY 10" NIGH s
BB VIDE A A' DEEP AMC HAYE A MINIMUM OF 11 TERMINALS ON THE TERMIMl BLOCKS. :HE BOt 61HALL E WEATHER TIGNT.
HAVE A SINGLE DOOR WITH CONTINUOUS, MMO ON DE 610E AID EEW MOLD DOWNS 0:1 THE DOOR LOCKING SIDE. ALL
HARDWARE WILL E STAINLESS STEEL.
P'00.11 WCTILE UPON PIPE 1PARTlµ RF➢IACFMENT ECTIIIMI
PARAGRAPH 1M REPLACE -CLASS 50 Ana CLASS 50- WITH 'CLASS 61"
aPIEENTAL SPECIFICATIONS REVID6'INg51 RAE 48
B•SO.EA CATS wLKC IPANTIAL M' FMNT ECT10N1
REPLACE PARAGRAPH 1 SEEN,
t VALVES SHALL E OESIANED FOP A MINIMUM WATER OPERATING PRES6UGE OP BOD PEI BATE VALVES SMUT R
100 UST 14, MIA'LIER COIPAMI NO. ASSOC. PACIFIC STATES, U.S. METNOPOUTAN, ALNEOY, OR ASH.
' APPROVAL OF VALVES O'HER THAN MODELS SPECIFIED SMALL E OBTAINED PRIDP TO BID OPENING.
ALL GTE VALVES LESS THAN 1E• IRA DIAMETER SMALL INCLUDE AM p A EA• CAP IRON GATE VALVE WIN AK
' ENTEMSIC'S. AS REQUIRED, ALL 12• DIAMETER Alp LARGER GTE VALVES SMALL E INSTALLED IN A VAULT,
SEE VATEP OTANDARO DETAIL FOR 12• GTE VALVE ASAMBLY VAULT AND 1• BVPA •NBTALLATION.
B-:'D_LE VALVE NAFREP POPS [PAMIA' IpPLACEEN7SjgjLojM
' AEPJACE PARAGRAPH 1 NITH,
VALVE MAKER POSTS SMALL E INSTALLED AT THE OiRCMETIDM ff THE CITY 1N TM06E UWAVEI AS MERE THE
' TOP IS TE VALVE SONt COULD E COVERED By WEEDS- SNIPING, RAW OA OTHER MATERIALS. THE W.TVTMARKERS
SMALL E FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD ORAWIMIS.
FJG MMDMNTS [REPLACEMENT ECTIONI
' FIE HYDRANTS SHALL E URN, OR APPROVED FG'AAL. APPROVAL DUST E OBTAINED PREM TO BED OPENING.
' 5-30.6A ERD_� CTlOE IREPIADEME xiy�4T1DM1
WDMMT6 SHALL E CONGTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTNEMMl6E BPEIFIED IN BID PROPOSAL
DESCRIPTION*
S-30,60 HYDRANT OIEMEsrg_jPARf1Al REPLACEENT SECTION,
REPLACE PARAGRAPH 1 WITH,
FIE HYDRANTS SHALL E COEY ryPE (OPEWNG WITH THE PRESSURE) COS'DRIING TO AWWA C-6D4-BO WITH A 6
INCH 1MLFT AND A M.V.O. E B IWWF ' TWO E 1/N INCH HOSE NOZZLES WITH NATIONAL STANDARD ] 1/P
TREADS PER INCH AND ONE A INCH PUNTER :.JZELE WITH THE MEN SEATTLE PATTERN 6 TREADS PER INCH, 90
DEGREES V. THREADS, D.D. THREAD A,B]B Alp ROU' DIAMETER 4.0263. 1-1/4• PENTAGON OPERATING NUT OPENED
ST TUAMING COUNTEN CLOCKWISE ILEFT).
' FIE HYDRANTS VOL' E MOM OR APPROVED EQUAL. APPROVAL MUST E OBTAINED PRIOR TO BID OPENING.
130.11II3 FOURDATION NATEPIALSLAAS A ARD CUSS N [PAPTIA EPLACENtAT ECTIOMI
' PARAGRAPH 1, REPLACE 1ST SENTENCE WITH,
FOUNDATION MATERIAL CLASS A AND CLAW B SMALL E 'MSN® EUN LAR MATERIAL AM CNYLL CONFORM TO THE
FOLLOWING PWAT20M6 WHEN TESTED IN ACCORDANCE WITH ASIR DUE.
B-J0,]l Bli FONDATIOM MATERIAL CUSS C - DELETE
SUPPLEMENTAL SPFCIFICAIIOM6 EVIOB/1D/SDI
MADE 50
1
1
1
1
�1
I
SPECIAL PROVISIONS
1
i
1
1
1
i
1
1
1
1
1
1
tCITY OF FB61foll
1668 COD WWR TMMK AWLACEfEM
S. TOOIN BT.. LOGAM AVE. g. To BIMTTLCs AVF. S.
Glic AVE. 6. B"t"CEO, B. TOBIN es, 10 6. 21O Bl.
' BIIIEA PMACT NO. 6 - mg
1 ppECIAI 1`011"1OI011
lit5i!�CB1K93.i7o-BLiM rE I6oPREMEM/IL oEC1iQNj
' The omtrecter Malt begin, we %he f"'AS srdes Pr dark, the IneMllop iced, nd coed Utlon Of the wood, lln, from,
gw%h PIN Vtr,at to Booth Tf1in Btreep 1oolWi V side wooers, tl, irt., Hstlnp, and complete rostuntion.
1-0B.O i1e�vLGgr 1\e �/o�li�ltt�€�Al@iti?1QJ.
It 1s ae.entlol nN m,aede(nfy that the wontnptor oom,pieto the In*taLletten of that PCrlic Of the contract
,.kiln South PIN strast ..K Booth Tobin Street by Augwet 61. IB66.
]-0B.B Llgu+�F}2952128@_.�KtAL BECTIONI
' For la1Lw.e to coonlat. t,1. n.rtlon of the Contract by Aupuet 61, 19115, the,..11, be a ne thwe\ard dCllop
161,O0.001 P*, calendar day parity charged Opining 69016 r 1, 191E, until such tied so this work is
ea.p let*. The raonl,Idop of the contract Shell fplln the s[aMSN 11Wldeted d.on61a schedule at wet forth In
' Mla eontlon,
Cm,-9y,.149.Y O1JLL1ILSiYtU1L•4-�23�+SS19tll l SUPPIFNEMIj_Q[Cl,jplll
N,wn,t end disMsel of the or1et1n6 somtor, eoo*r pip, prd m,wnblo shall be considered +ntidmlal to if$
p,.Jact and no additlonol p.ynnt shall be dodo.
Z. 17.2 f l rls • iSUPFUMEMAL BECTIOMI
h Cspt shop* Shoop on the plops or bid docueente Ott Pip* atoll ha PVC or Ductile iron.
P.V.L. PI
P.V.C. ewer plot shalt ec•!on to A.6.l.M. 0 034 ..CSPt es Others"' ""16.d, e100sr pubs. for
p.V.C. pip. aheLL confer. to A.S.T.M, MOO.
Fittings *hell be of the soon material ud cleS\ ed the pip*.
' All S.Csfetion• placing of pip., end beckflllln6 *hall be done In acc*Nance .Ith St.t. Of Narhington
6sr.t, Btands N\ for Construction tbrk, Pert C of the letest adltlon,
' To lneuro , .alert rght cnllnecllon between P.V.C. pipe and cam rat* manholse• coupling, or a rubber
ring cI r""CPdleg to n %"of all. ohett be used unless other.lta Woclfied.
t The unit price Par lines coot .hal constitute cosy Leto coup snastlon for all loboer, asterisl•
fitting,. tool,. and egutpeont noc.,.Sry for 1%. insnllstlont Including 000erStton. bod0p6•
b.ekf111ing, Piecing of P•pe. end edohan leH lY toping the backflll oterl H, too further
coegoo\ailed, •R+ bk mad..
-t7.Bitlt�Imt�tBtl�f—I.HPRfASIR�L.YltcI14.N1
t To fK 111 t1N the Inabl btlw at [M aw.r "In an' \tWa In 6 iWln 6trsat batww Blratttce Aro 6
' cad Logan An B. the eMt,Kt., Nall oven the a,btlog •aph.tt concryN pAotwnt and
r
slrwt alter •war in
in KeOroaKo -tin the Plan* ah thwe
the contrKlCr w.\• tM
a r•ponalprlllr to Nintaln a d,lraoto wr1Ka Ion rho lty�«If 1patlMa, Il ahl1 oa ' cps rotsThla way ea Kcowlbhed b trotllc durl
dlKra lw y the was p/ crushed roc\ or ro tM sedan
o/ the -WmOr. All cost• eels air 0011 t at tM
IncldonNl to tha •\aosee st alto Wnq lnlrlg tM roedwel Mall be cone leaned
proJKt an0 n0 rYrtMr Cp♦pwNIIK atoll be aaee.
' All pTnwnt ram notion •act o1 cn AveS, Inc ludlp InNnKtlon
6 iW are Ir et Logan Aro 6 ahail w cfpre the concrete Nrewnt -,thin the
1. to the section. P T
1n tMe- special prorla Jena. �PFJc.Nal,e IJ9E{SJI pAKI[NT pu2uS
tlSll AAO/gP 6L�r ___
28_h ��WLw9,
t Tn. bids-' Mall .Ma his wen decisions
an0 coot lYa Jena N to the Ntura If the -ale, let, to be
x CarAledr the dIIllculNM OI walr,g .ro vein[-lnlr0 xpllree "candy u, the dlffie.,.... anon
levy
•rba free aW\u,hn CoNstlone, are of doing My pMa, who affecten by theaW 4•r1\c.
Conditions and Mall Kept full rllpoOliblllty.
t0 Mist the cltlbr In doteco WN the aWwr;K, conditions for the proJKt, a copy of test bePIN
analysis la fmtw d In thus ..elflnt ' Iona, at'. erpanwtlon -11, not p- does Ic"Itlpna lI,, way he or an aKOun tired.
Y edre•ra
LOYAL O PIU YATF P-1�FF11E6n
' F7,col aid rplacesant Of prlreta prope•ll shall be Assigned as the nentxrto r'a rxpNalbl ll,, to
nRon prl rate Droportlo. to prop"ty eano, a satisfaction. This la wet to be cw.ltlued w nos
rplacawnt, ou[ only rwtontlon or aelating fac111tlae, In Thi of "gods i by cconsidere or
rellorstlon caused by necosalty o1 raepq 1,
' Such rawnl and nplacadoWt shell be cOna loved InCld.nla proJart ane no coap...
Ali"
w,
weds.
ll bo
' IffKN PA KyEM P�panwntPf•I
Tr•neA patching mall be done In KCCreanee with aKllon "A am-05 of the 6t\nd.M
SDK lfloatlona.
T,a , px•wnl patching Mall be Conald.,w IKld.ntal to tM proJKt an 6 TW In 6Vbt f
Are 6 to Logan Ara S, and no further Copanxtlon Mall ho .ede, Tha
■ rerf,c Ing / roe 6n•ttucY
■G o tM proJ-ct .111 be Pala Ior under old It c,rtwnt o, ran.,g an Ma
AIrlK lop Top OoVrwe', par Ton. ws �anMlt ConcnN', pv Ton, am CM
•Crv•had
�yn�_.1 Byrt4P yam• Ac4M[(III
Mtn i�ac....... ad by the Inr:i a•, ion
• portion of h , utter ttWa the coot rtC for shall -tout, rawer- Aro rsplKe
t • uhttog coot me cub, putter, aldtwe 1. '
TM el-
t
1
onwI or surplus w[arlal am
rewnl and • n"att YC •• "\ (red.
COMtwP ah\II be cone l0ared
rata drlr rp bcawnt or eerata cure aM putt., are or
cede. inc leon
"tat to the proJKt ON no Iurtha, cop•n,otlen shot( be
TM <anatroct ion 0/ coot r\l. C.". B Buttsra, sidewalk p, driveways atoll oa In KCOrdanCs witty N•
heroard Sp -r if leatlwe. R tunnallog urov the rub, putbr, AleweU i drlmsy olll be \llo-ah MA Mr elluvaTla,
as shown m• tM Plans the con rK
h t try atoll
between g attKa An E and loges An B
& 309 spot lei p.........
raven the KlAtlrp .tph.lt saraed • w 6 TWIn Btrwt
Pogo 2
' IMM FxuwiuUME14M,lt
bedsef e.Ceratlon .till ^e b, KcoNM,, .Its .K11M p-0.1 of the SteMS,d Speclftestlon. had ,heil
IMlub all arre.etlM, di"Nol of wrp w• uw1 Mwltsbla asterisk sm ell other work r,euirM to
notes{s the reopw, to pregrad..
Tho unit Pr1CS par OWN'S ram for fbed"I ov.csu-Np- -hall be full coepMestioo for NI lobo,,
. it t pm I-Clt Mtpl CO.te nKOesrr for T.0..1 prC.gllM to KCeNM[p .ttt the..
' .aKlfiea lone and no further peMMesuM all bs ads.
M0111oL CF WAIF ,
BBfOrw nesurinp the rontrattor shell eubplt to tow Fpinnr a .ytp nt or the "two iostulrtion
wood details of the de.at,ing .yet" he proess.. to WSd.
At[ pork redoind for dpwtaring still be Coneld.,W Iftid.nlal to tow pmjpct am no W,fitton.l
P.lsast .hall be We,
G��➢6Cfl !F 61BPLIi MTFIIlAtgr
' The prtrect,r Shall her. rnr rwpMslbilltT of obtolning his San .sat. site. All Mr. Included to
this pKtIM Mail be pMelder.d to be InCl/Mt.l to ether Itw of work site he further pe.par"tiM
will be rds.
' The route arises to the sane site still bs MlnulnW eelell of the Urtl.ctor In S tern., as
described betowl
' The Contrwter ahell be rtwirW tO obgln p flit pef.lt prior to dppoettinp Mf esUrbl at Ihe watt
site. A coot of the flll stroll shall be prorid" to the Cltl of Bunten Publlc acres Donrtesnt prior
to sors.
' 7-17.81111 PIFL RWIBG I61PPIMMIAL 111010h1
Pipe bedding "is"" 'Or P"I pipe -salt be pl.f" to S depth Of 6s below the bottn. of the pipe am awlMding
t up to IB' ebouo the cm. .1 the pip. on 6 idols Street. for" 6h.ttucb Au. 6 to Loper A. B. 6rees1 for pip.
baddirg shad be 6- .burl Crown On it other pipes,
01- 16.1 Inches of bWdlrg wbrhll shall br .,.load ued., W ewer pip.. Bedding asterisk shall be the Bats
Mtarlal tU described 1n thew agKbl prd.tptOp B.
' The herd-ploced bWding emu" the pip, am to a paint 6" lnchos ebd., crvM sheik be foot-twtped until 11
unrlpldiry, The reeslning bK.f1l1 posit be tachanicalif taped .Ilh hamp.nled .Chenlegi or pneu,,tlp
taws'.. to gas dewltt.
' Brsu,for pip. bwdlog *halt be cossidered Idsnnl 10 the pip6 or,C no further COwM.ttlon will be "do.
7-17.i1p1A spires. Line aW ➢!W�_li1sPLE![L11AL BECT10B1
1 �IEIBICTIDB RAA}p¢t
This Bt*klp -hall CMBI-t Of psrfOmi g all nesowrF .0... ll% for .Ch"ul. Ull.
' The turd Gee unit prin for pMetrpctlpn St*aing wilt be full CO.Psntellen for OIL wrrgl:q need" to
CMetr.ct the twroreWpnta to tine sW pled* Vol the apple," plan.. hrtlel p.lwnl. for lh,t ties
olll be aed• In CoMsctlon With ter Mnthlt "To Obti"tts bes" upon were COMIstW AS dpt.min" bl
' ter Hgln..r.
1
14 6-689 Bostic Prwblen. Page,
' T_r.a/In ud /... _idtmlLI lnn/1ReumfuLAU Rl1
ILLAI It
' Teem, Shell b Intblltd Seer. r&"Irbe W Inprtpt alttln/ Kwr Stub.. The
lntrpPlor .hell be
rpu Era W ftso tn\ "I'll \tPtr µup b the rl/nt-of-twf at" W -N /•
.low w on the Pl. Pr \. dlrw Wd by the ",n.. r, In\{\II t .Sup "Ir.
' Tr\ unit bid P'Icy Pt- •c.:, IK \hell 6. u.Npipt\ PaP.n\.tltn Tor oil [beer, rt..l\l. tlttl, \.M
pulPowt n�•-,�rl for cmWjq%\ IMW11µ Iw,
frO
bill
' O"It pricy Per L.F. for /• \Mr PIP\ \NISI, be roep,st. CPtP.nallnn for \II IMor. Mt....l..
fltl \rill
n/ PWIPMnt nK\IMIr IN potPi\t\ IpP{\N iel lunl 1,1WIr9 Mi..'11 n. ppddlly, pKLt111.
PIKIn/ Pipe. Intlud1.9 Pwnw •1.n to KIµin/ site tame, r.wn1 and r.P I.C\rnt .1 Concra. turOt.
' rytNn. drlr\K Foe" eldw\U. A tlwl\Llry we",
the Pure., Pnitrrh .Idea k or
drlr.NF. \Ill
be o14 W.
t 6{'illmL):=17+11 E1 iMi IaFFyt—
,VALjLQiYIl1
PAY E"' fop PIP* INSTALLED MULL IS MINE ON THE FDLLDwM EE7DIES EKTI
t II K'LL n !i ►IPF I Lw BuTIT ? /ID PILTCE w
PIPE INSTALLED AM NOT TESTED.
/D.P•
' PIPE LSTALLEI AND TESTED,
90,01
PIPE INSTALLED. TESTED. TIE-INS
AND EEnVICE/ INSTALLED AM CLEW
' UP CDNPLET®. 1141.0t
I
t
1
I
' `/de /PKltl Prnrl.i.n.
ft" 4
a I
• ,
n.,
1 KEY TO SOIL SYMBOLS AND TERMS
F
1
!IN\ Y\IY I. •n IINar !Ir r11t 111 N1 NI\I N1N111\ N 1NII 1111N1 N NIII IIII
IINUNIIN\ NI YNNN\, II Ill Nllrll YIN IN Nlgll Nh t\IIIIIINIIN Ir\IIY.
.NN
IIn 11N\
'1 •
... ONI
N
wll: rN• .'rr1111. Yrnal.
n_
rNa I.r 11\1..r
'i
td
f
�
i•t
i
1,
IN..I.�NN: 1•nN1.
I
N ,.......
`
n
N
FII•MNY NNINh.oll,
ij
N
NNII
aI:11•I1 1!11
L
NIN
aaN 0.
it s
i
i i
iN1.n,
Il
.INN IaNI, ,.N.11.1
to
I.l
Ilx I.II. • 1
....
I.
try In alll.l
No11p E1
I
N.•h., aNP .r 1.. 1.
t
11
.IN 1., 11.11.1 .•...11,
-
sy{i
.111, 1.111, .ININ
•
N
1.... ,r .1.1.., .1..
? i
o
:
.JI.
plN1a to 1.
nA Ru1111K mOI1101, tmisny a NININSS
(FILL \NIN111111 INI,r
INN r . Ir
N•II.. "I'""
I.rlr, NI rNN hN11
xr .III' x .1•I•I' .•N11. • . �II
I•r'1•1
I• NI•rl•r NNII,.r Ir11.INNN11.1
.NN.arr .....
ILW1SLAULLIr
I.r1 1N1Y
It. it.
NIIF Nq
N N IN
FnI
11 N N.
Nrr NN.
N 1. Iw,
11.1 I.IIN. NIL, Irl.r
ry•11.. N•1N1 N. IM .I.r.l I.IIN.1
tll 1 .r..N( .N N.1..IIII
N..IIII, 111 Ir.r.l1.. II x
.II.II:. N ..11.. �.I1.1\N N wNN.N'Nr NNNl1 N'N'
11 rx1 .NN INI..
�rfL{lyy�
.N.r .b.uit IIJI
NII
..fl to Y.N
nn
..0 N Lw
1•rr I.111
I.w N ..w
NN
I,w W Fyn•
INI LIN: 1 hlob,
aN.bl. r. 1 u1HN W N.nt.
•NN.I 11 NINN N N.II I.I.\IIINIIN YM1I.N�..
NIIrIN1 Nly.
11n
MIIr1.I1..
NN
11.14 IFNi}INIIN 1,11
NI N F. Y. NM NI IM1..N
11 II.F•.
••Nr, ly
Ir1: ..Ir1 .N .III N, Inv,
•1I rN.1
•NIII, wMr 11N1 N_r
11r1
Nr.
.IIII IrrNI. INr.I NII
Nr�
.IIwI N1.n .nNly
SOIL IMS1111
IrN IN N.I.. II. ... I wUNn 1. WM1.1.1„
,IIIIIII rl.l
IT
F,
s1a noamos
tuUu.0 a N•NN b FLIt
Nu ... I.
NI 1: N N
WIN SIR 11111111111101
au 1 1l-- w,u—
r
-- r.wYl Y+.f.I WI.IUMIry �-
e.n re,ae 5/18/84
I ! a
• sii �• 4' dd
A � a
_# Jd t
1
IA 3
2
0
2A 1
11
3A 1187
26
6
4A 3
1
5A
SUMMARY: BORING NO. 1
aer,ro Approv. 27..
..I.......... ......... ......,:..........�.:;
d��'
::..,.»..
....��....
scaclWrlw
_ _ _
,rwa wrrlM ca�wrr«c.
I4' asphalt layer
GRAVEL b LOBBIES (Fill); trace silt
moist
��
very
F
SANDY SILT; mottled brown i gray, ML Imoist
sane gr..vel
grades to gray; trace gravel wet
GRAV_LLY SAND; gray -brown, fine to ISW wet
coarse, trace silt
grades to nray
SAND; dark gray, fine to meiwu SP let
trace silt, thinly bedded with
clayey silt layers
Pietometer installed to depth 20.0'
with 1.8' slotted tip at bottom,
backfilled with pea gravel to 4.0',
bentonite seal placed to 2.0',
backfilled to surface with pea
gravel and cast iron monument
installed.
Survey Station 1+5U
•. ��.e1M..N.. ..NN.
C$.-WasY�O�.e..wWOyN•ANI W..,
00 NIi1 ,.�iw .AII.� • NNM....NN...r
N.NNN1.
PROPOSED TOBIN STREET SEWER INTERCEPTOR
for The City of Renton
® Converse Consultants G-I.. k. ��»
dense
soft
very
wit
dense
loose
84-5170
Drmno Ne
1
0
5
1
•.,, ",,to 5/14184
Ip i e•\ !\ °
SUMMARNBORING NO, 2 rn..a. 4pprom. 30.0
M tCMTDM ,••, •.NO, wpl•tyH CbHH,t,lt.
1 asp aTtiayer
GRAVELLY SAID (Etll); qray-brot..,
SW
moist
loose
1
fine to coarse, trace silt
lA
2
5
CN/
moist
soft
SANDY SILT; mottled brow,. ; gray,
fine, occasional lense of
MI.of
ganics and sand
1
2A
1
2
grades to dark gray
wet
soft
5/21/84
SAND; dark gray, fine to medium,
SP
3
wet
loose
3A
4
trace silt
3
SILT; gray, some fine sand, with
SM/
wet
soft
2
laminations of peat, thinly bedded
NL
4A
4
with fine to medium sand
2
SA
Pieeometer installed to depth 20.0'
with 1.8' slotted tip at bottom,
backfilled with pea gravel to 4.U'.I
bentonite sea. placed to 2.0',
backfilled with to surface with pea
gravel and cast Iron monument
installed.
Survey Station 0.10, 65' South
• i-00
C 3-".,Go .t-Irt Yr ".-..M 'c-..r.M.Ny mt-6HI Y\r, r«•r uw
• .', r1-m O \.MI \NHI ..M.« . ...yN MI rM\.«.1 m - �.w N... \ - F...YI . - .wM.w.H .��� �
PRUPOSED TOBIN STREET SEWER INTERCEPTOR •��,�`\
for The City of Renton 84-SI70
v
Converse Consultants :::.; k:k w 2
ROTE
DUMMY JM13 OF NOT LESS THAN 3/16 THICKNESS SHALL BE OF THE
SAME DIME NSONS AS THE CURB B GUTTER EXCEPT THAT IT SHALL
EXTFNO ONLY f-U1 INTO GUTTER SECTION
SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY
CURB B GUTTER- TYPE 0
'ORRIS SHALL BE TRUE TO LINE B GRADE AND SEC'.M. LY STARED
THE "RADIUS ON UPPER FACE O CURB MAY IN FORI,D BY EDGER OR
BUILT INTO FACE FOAM I" RADIUS ON LOWER FACE OF CURB WILL
BE FORMED BY THE FACE FORM.
L {@' �ans`s" l 4i"` `
1gmm
DUMMY JONTS SMALL Of PLACED NOT TO EXCEED IS'CR NON LESS THAN 10' C/C THOU JOINTS SHALL BE PLACED
ONLY AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS ALL JOINS SHALL K CLEAN
AND IN THE GUTTER SECTION THEY SHALL BE EDOEO
FORMS
SHALL RE STEEL FOR STRAIGHT SECTIONS IS WOOD FOR CURVED SECTIONS
`QI oy&
SHALL BE CEMENT CONCRETE CLASS B(S/41
AIR ENTRAINED PORTLAND Ct MENT CONCRETE
FRQCEDURES FOR FURTHER REQUIREMENTS
FOR FORMS, FORM SETYNO, PLACINGt FINISHING ANO
CURING SHALL K At OUTLINfO IN THt SPECIIICATIONt
CITY OF RENTON
BEPARTNBNT or PNRLIC WORK*
CEMENT CONCRETE CURB
III CUTTER TYPE"A"
RIMIP'—M. —
NIJ
1'•R
� a
v .
a e
GENERAL NOTES ,_T
SECTION A -A
JOINTS: DOMM♦ JOINTS SMALL !E RACED NOT TO - NTS
EXCEED IS TIC NOR LESS THAN IO•C/C
CONCRETE CONCRETE SMALPL
p991 CLASS 3(3/4)
CdM'ORMINGE>P03[ CTIONN 4-,[.! TCONCRE iE
PROCEDURES All SMALLK ACCORDANCECITY OF R[NTON
WITH THE PLANS S SPECIFICATION Ouor .,LIt wo►aa
AS DIRECTED BY THE ENGINEER STANDARD DEPRESSED D IV IY '.
CURS III GUTTER- TYPE 0
r. a:,... �..®
ALTEATEI
��RN�i unt.
mos ro'IN
Ia1T SMALL of
LLY ALONG i,
JOINT (tYR)
Sia 'ChT of RamOn. Standard VAN. vA
D1111011 For Da0tauad DrlYiaay 67AMION JOINT
aNb a Gutter -TV" D
p bM1F. SPOIL , �.
\ d"
/ �ELTIDN A -A
NERAL NOTES
JOINTS ,Li1nN Mall ba ahc.d ...M.n
or as dlncr.a by na Fntln.t,
E c.ncn`.MCI I Na ci,6. 0 (5/4 )
all tncrelllad fb,lla.d c.n.wl c.nar.r.
4E5 All m,k ball b. In .nnrd.•c..I,h Ib.
plan. and Lp.rlrlc orlon. a.., dinned by
M. Fnyln ur
r
CITY Or M[NTON
DNI.ARTURN• OF .YaLIC WONaa
STA N DA R(t-
CEMENT CONC. DRIVEWAY
r
i 1
rI �
1h K A E%PANSIOR MATEPoAL
r 1/4 " R AT JOINTS
SCORE LINED TO BE RADIAL
TO CURB IS GUTTER
I/Y X ♦" EXPANSION MATERIAL
IF R AT JOINTS
r
r" W MOTH OF GIUEWALX
r
r
r
r
r
r
r
a
r
CEM CONC CURB B GUTTER
1/4" X 4" EAPANSION /
MATERIAL
IN"R AT JOINTS
W
T1IN
#
A—
t
!CORE "WES _ ,+
R °
1/2"X4" EXPANSION MATERIAL
1/4" R AT JOINTS --
I/A"FT SLOPE
12"X Y. E%PAN91'IN MAT FRIAL
IAz" R
CURB RETURN OdLY
ii—
It
T PAVEMENT AS PER PLANS
.,.
I'
STANDARD CEM CONC CURB B
GUTTER
SECTION A- A
12"X 4" EXPANSION HATIRIAL
1/4" R AT JOINTS
r1/4"/FT !LOPE
lL— PAVEMENT AS PER PLANS
A RKWAYI:NDARD CEM CONC CURS B GUTTER
SECTION 9-9
GENENAL NOTES
WHERE THE SIDEWALK IS TO BE PLACEO AG411151 THE CURB B GUTTER, TH'OINT SHALL
BE A
COLD JOINT EXFANSION MATERIAL SHALL BE PLACEO A ALL PTA! BCIOF
RET:RNS. AND IT SHALT. DE PLACED AT EVERY THIRD SIOEWALK PANEL
TErE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF 0.ASS B IYAI
CITY OF RENTON
P\.l.TM°MT OF .Y°LTC .00-6
TYPICAL SIDEWALK
DETAIL
rPw
^09
S(nndnrd Drawinpl
r
ASINgr tWfNlll IN ,Ilya UY1
r[CYIVIIN
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R[MR 10It1,U ASPHALT
LY( SMALL It URIDq 1F0 IN
HINAl1 IAYfMYT Ill«VINVI(AILY
"NAIaYI LINES Al OIR(t]l,.
tONffirt
[NIt11Ye IONCAM IAwtmt"T
mill, Wl
OaiAlfll cause[$ HlA
lrll NY. t, V«lr O*I1HI
Nl IN( ["N10tOl
A..
CTED IaIRfN 11"We'1SINAtt
feYLNflt 0l,ITEM1NOYtLANI
all IMVIMGI 1rg00092IA It"
141uMmit P"I"INTD
MI[H[tf 0lY1
DYT IM II Ol YINTIfAI
Ia[1tlIAND IN40"T Elect
ITIN\
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PISS THAN t'Of IAI(N ly
VMUI /AICR IS I' OlJ
NONt IA nor«
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CIWSMta IIaCK
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1
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amiHLI u••
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A l l (A N A t f ,
�f[N3Nl teA(R[Il N.r INt NTH
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I VIItAI IA T t« IIN I a 1 0
AS/NAl1 (ONO Af TI
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Oa ,1TYn YHf IIAFI «I, NIIIA(I"1"I PAT
I- "IN
[mi tllY t ASPHALT tONDAirf
SYRIADI
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r19111106
NHI
7h"MMIq
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tart 41 utrt« IAflnu
T r r l t• l T[M !Il rll,l,lf
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StALI
VIR It Wow
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I•='"I
CITY OF RENTON
ple Cubfkl CONCOCTS fIHS ( 1 TOM'AVINERI IAf[N^,
IIR Cubic u•O.
'V(IFAII (ON(LD If (lHD 'N• f11R IAr/NIN1 I•IL«",
O f"
OVS
Pavtmanl Pa lcAinp
r
PLAN,Rq IBA Ip1N[F1 MI(a•',
DIYIIsN
Standard Plan No. la
EXIST. 6NSEWER STUB
X/ST. B"SAN.SEWER (REMOVE 70R/W) ---_
1
1
1
i
PROPOSED 6"SEWER STUB
M"X6"7EE -/2%6"7E6
PROPOSED 15" SEWER MAIN
TYPICAL STUB CONNECTION
N.7 S.
1 •MIN.
/ k
EXIST. SIDE SEWER
=6X 1 �• REODCEH
--6"WYE
I/B OR I/IB Bch;
AS REQUIRED 1
CITY OF RENTON
'�NYM IN♦ OF FY@LIC W011N•
TY�'/GAG S" aW&&4 rMN
�•�••��. �i i � MA SILL MO M.
C1NiI FC4{��.-� NY ti. •L.�