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SITE IN¡OWATION
90RX000J234
12.375665,-122.513415
Ccntrol Polnt OR 971)2
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90RXO003234
42.37 5665, -122.91 34 1 5
N sth St and E Pine St
Central Point, OR 97502Knowwhat's bglOw.
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GENERAL NOTES
lHE FACIUÏ IS UNTIANNED AI{D NOT FOR HUMAN TIABfTATON.
A TECHNICIAN illI VIS]T lHE SÍIE AS REOUIRÐ FOR ROIMNE
MANIEI{ANCE. THE PRûJECT WIL NOT RESULT IN A}fY
SIGNIRC'A¡{T D|SruRBANCE OF EFÍEGI ON DRAI}{AGE; NO
SANÍÍARI SEWER SERVICE, POTABLE WATER OR TRASH DISFOSAL
IS REQUIRÐ AI{D NO COMMERCIAL SIGMrGE IS PROPOSED.
SITE INFORMATION
POLE ID:90RXOO032J
II'ITÍUDE:12.375665
LONGfTDE -122.913115
ADDRESS,/CROSS SIREEI':N sth St ond E Pinc St
CÍTY, STATE ZIP:Ccntrol PolnL OR 97502
PROPERTY OWNER PUBUC RIGFÍT-OF-WAY
APruCANT Mobllltlc, LLC
APPUCAI{T ADDRESS 2955 REDHI.! Aì/ENUE SUm 20OcosrA MESA. c 92626
DO NOT SCALE DRAWINGS
CONIRATCIORS Stl¡.j- \ERIFY AlJ- PUNS, ÐßnNG DilAnSþNS& FETD CONDMONS ON THE JOB SÍIE & SI.IA¡.I IMMEDIATELY
NOnFY THE ARCHÍIECT/ENGINNER lN WRmNG OF Atfl
DISCREPAI{CIES BEFORE PROCEEDING WfT}I THE WORK OR BE
RESPONSIBTE RIR SATIE.
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PROJECT DESCRIPTION
ENO USER PROPOSE; TO INSTAII- A NET IMUTY POLE WIHIN AìI
ÐßnNG RlGlfr-oF-wAY. THE SCOPE wltJ- CONSIST OF fiE
FOLLOIMNG:
f . INSTALj- PROPOSED 75' IMUTY POTE
CODES
2015 II{IERI.¡ATOI{AL BUII.DING CODE
201¿t t{^TloML EI..ECTRICAL coDE
SHEET INDEX
SHEET ,SHEET DESCRIPnON
0.o TTTI.E SHEET
1.0 GENMA¡- NOIEì
2.O GENEML NOTES
3.O IMFFIC CONTROL PI.AI{
¿+.o ÐfirBft PHoTo a sm PUN
5.O tmufY Pol.E EI.E\/ATIONS
6.O EQUIPMEiÍT DETAls
7.O EI,ECÍRICâL PI.åN
6.0 GROUNDING PI.AI.¡
9.O SIRUCruRI DEÍAI-S
ENGINEER
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SMNÎOMTON
90RXmO523A
¿+2.575665.-1 22.91 341 5
N sth St ond E Plnc St
Ccntrol Polnl OR 97502
IfNUTY POI.E
SÆET TIM
GENERAL NOTES
SMTNUWER
1.0
1
2
3
5
6
7
I
I
10
11
12
13
11
GEXERAL COXSTRUCTIOì XOTEA
CONTMøOR SULL BE ËSPONSIBLE FMfrE SÆry STHE WORKAB. ÆJACENT
LIÆLY TO AE ÆFECEO AY frE WOtr UNDER THIS CONRCf rcRK SruL CONFORM
ffiEAS NO BUILDING OCCUPNTSfrATÆE
TO [L OSHAruOUIREMENTS
W NEæSSffiYPROVISIONS TOPROECT SISNNG SUffACES, EQUIPMENT.IMMOWMENTS, P¡PING FC AND IMMEDIATELY REPAIR
ANY MGENATMURS DURING CONSNUCÍION
CONMSOR SruL CMINAE HIS WMKWIfr fiE SUPERINENDEM OF BUILDINGS ÀGROUNDS NDSCHEDULE HISACTIVI¡ES ND
WOffiING HOURS IN ACCORDANCÊ WIDfrE REOUIffiMENre
æNRqOR SWL BE ruSPONSIBLE FMCOOroINATING HIS WORKWIff frEWORK OFOÍHET AS IMYREUETO ruIO
EQUIilENT, NENNÆ ANDNYOfrER PORÌONS OFfrEWORK
INSTÆLU EQUIilENTND MERIAS INACCOMANCEWIfr MUFAMRERS RECOWENDATIONS UNLESS SPECIFIruLY
OTHERWISE INDI$ED d WHEG LOCÀCODES OR REOUUTIONS Tre PRECEDENCE
ELECTRICAL ]{OÎES
1 ELECNICAL CilRfrOR SHIL SUPPLY ND INSTILÂNY/IL ELECNICA WORK INDICAED. ANY/AL CONSNUCIION SHALL BE IN
ACCOMNCEWDMWINGSND NY/ruLAPÈICASLE SPECIFICATIONS,IFANY PROELEMS AreENCOUffiffiD BY COMPLYINGWN
frESE REOUIæMENTS. CONRCTORSHAL NOTI*'CONSRUCTION MAGER'Æ SOON Æ POSSIBLE, AffiRffE DISCOVERY OFfrE
PROBLEMS. AND SHIL NOf PROCEEOWÊ ruf PORTION OFWORK, UNTIL THE'CONSMUCNON WGER'HAS DIÆCEDftE
CORRECTIVE ACTIONS TO BE TÆN
2 ELECNICI CdRffORSHILVISITfrE JOBSIEND FAMILIMIZE HIMSELFWIfr ANY/ALL æNDITIONSÆECTING ELECNICIANO
COMMUNICATION NSASTO CALEOUIP.'
LIGHT FIXTURES, SreTEM, BMIMNG OF
HIS BtD. FAILUE WLL IN N ECES$RY
FORA COMPLæ NO WORKING SYSEM
3 ALWMKSHil BE PERFOilED IN AæORDNCEWIfr NE UEST EDITION OFlHE NECAND[L C@ES ANO LOCIORDINNCES OF
frE LæAL POreR&GLEPHNE COMPANIES UVING JURISOICTION ND SHAL INCLUDE BUTNOIBE LIMIEDTO:
C- MTIONA FIRE CODESA UL - UNDERMIERS WOMTORIES
B NEC-NAÍIONÁELECNICACOOEC NEM-NATONruEGCRI4MUFACruRERSNOCD OSil.æCUPAfIil[SAffi NDH4fr ACI
E SBC.STNDffiD BUILDING CODE
4 OO NOTSCALE ELECNICI DMWINGS, REFERÍO SIE PUNS ND ELWATIONS FOR ENCT LMTIONS OF [L EOUIPMENf, NO
CONFIffi WTH'CONMUCTION WGER'NY5126 ND LOCATIONS ffiEN NEEDED
5 EXISTING SERVICES: CSRCTOR SHÁL NOI INERRUfr SISING SERVICES WITHOUTWRIMN PEilISSION OF frE OMER
6 CONRCTORSHALL PAY FORNY/ALPERMIß, FEES,INSPECÎONS ND ESTNG COMCTOR IS TO OATAIN PERMITS NDÆPROVED
SUBMIfrAS PRIOR TO ÊE WORK BEGINNING OR ORDERING EOUIPMENT
7 üE ERM'MOVIOF USED IN CONSRUMON DæUMENß ND SPECIFISTIONS, INDICAES ftATfrE CdMCTOR SHIL FURNISH
ÑD INSfAL
8 coNmcfoRsHÀL CONFIRMWTH Læ[ UÎLIWCilPNYANY/AL#OUIffMENTS SUCH ÆÉE: LUG SIZE RESTRICÍIONS' CONDUtr
ENNY, SIZE OF]NSFORMEre, SCHEOULEO DOWTME FORftE OMERS'CONFIMTION, ÍC,,, NY/ALæNFLIfrS SHru BE
BROUGHT TO ÊE ÁftNTION *NE æNSNUCTION MNAGER, PRIM TO BEGINNING ANY WORK
9 MINIMUM WIRE SIZE SruL BE #12 AWG, NOT INCLUDING CONNOL WIRING, UNLESS NOED OfrERWISE AL CilDUCTORS SHÀL BE
COPPERWü THWN INSUUTIil
10 OUNF BOÆS SHIL BE PRESSED SEEL IN DRYLOCANONS, üSf ILOY WN ÛRADED HUS IN WFDSP LOCAfIilS AND SPECIA
ENCLæURES FOR ONER CUSSIFIEDÆAS
11 IT IS NOT ffE INEM OF NESE PNS TO SHOW EWRY MINOR DfrAIL OF NE CONSMUCNON, CONTMCTOR IS EPECED TO FUilISH
ND INSTALAL ITEMS FORACOMPLff ELECTRICASYSEMAÑD PROVIDEAL REOUIREMEMS FORNE EOUIPMENTTO BE PUCED IN
PROPERWOtrING ORDER
12 ELECNICA SYSEM SruL BE Æ COMIffiLYANO EFECTIWLY GROUNDEO, AS REOUIRED BY SPECIFICATIONS, SET FOffi BY
APPLIqNT
13 AL WMK SruL BE PERFORMEO AYALICENSÐ ELECNrcAL CONRCTOR IN A FIRSTCWS,WORKMLIG MNER, frE CilPLftD
SYSEM SWL BE ruLLY OÆMT¡E ND SUBJECTTO REGUUTORY iNSPEfrION ND APPROVA BY CONSRUCTIil ffiAOER.
14 TWqKSH{L AE CæRDINAIED Wffi OTHERruES TOAVOID INERFEruNCE Wffi ÉEPROGRESS OF æNSNUCTION
15 CONRCTORSHALLGUÁmEEANY/ALMERIilSNDWGXFEEFROMDEFECßFORAPERIODOFNOTLESS]ruONEYM
FROM DAE OF ACCENNCE
16 EE @RffiCNON OFNY DEECTS SWL BE COMPLftD WIüOUTNYÆDMONI CHÆGEAND SruL INCLUDE üE REPUCEMENT
GROUIIDI raoTEs
GC SHILUSE pEmEMffiKERTO OUWnE LINES BryEEN ACH SECTIONND WEL qCH SECTION CF,'Æ"N',lJWln I'
HIGH LMRS
ru HARMME 3.16 STAINLESS SEEL,INEUDING LOCKWASHERS, COÁTAL SURFACESWTH ANNfLOXDNT æMPOUND BEFffiE
MTING A[ HARDWffiE SHEL BE STAINLESS SEEL 3/8ING D¡ÁMflER ORWGER
Fffi GRoUNo BoND To SEEL oNLY: lNsEffi A CÆMIUM uT wAsHER BffiEN LUG No SEEL. coATru SURFAoES wln N
AMLOXIDNf CWPOUND AEFOE MTING
WEN THE SCOPE OFWORKæOUIRESfrEÐDITION OFAGROUNDING BARfO N EXISTING WLIry ÐLE.BE SUBCilRCTOR SHAL
OffAIN ÆPROVA FROM BE UTILIfl POLE OWNER PRIORfO MOUNTING ffE GROUNDING BAR TOÊE UNLIry POLE'
ru ELECNICÆND GROUNDINGATüEPOLE SIE SHIL COMPLYWIBTHE NAÍONI ELECNIALCODE (NEC), NAÍIOWFIRE
PROECTIil ASSæIATION (NFPA)?80 (UEST EOMON), ANO MUFACruRER
4lM4EIEgi
6 A[ DflAILS ARE SHOM IN GENEruEruS ÂCru[ GROUNDING INSTIUTIONND CONSMUCÍION UYVMYDUETO SIE SÆCIFIC
cilotTtoNs
GROUND [LNENNA BÆES, FWES, CÆLE RUNS, ND OftERMflALLIC COMrcNENTSUSING#6 GROUND WES FOLLOWÁmNNA
ND BTS MNUFACTURERS PMCTCESFOR GRdNOING REOUIREMENß
U GROUND CONNECTIONS SHruBEffi AWG U N O ILWRES SMLL AE COPPERWNBHNtrHM ILGROUND WIru SilLL BE
SOIDTIN COATED OR SRNOED GREEN INSUUED WIRE
CdMffORTO WRIryNDES GROUNDTO SURCE,1O OHMS WIMUM, PROVIDE SUPPLEMENT GRONDING RODSAS REOUIREO
TOACHIæ SPECIFIED OHMS RæING, GROUNDING ND OfrER OfrIOWESNNG WII BE WfrESSEO BYTHEæPLICNT
REPRESEMATIVE
NOTIry ARCHIEfr/ENGINEER IFNEREÆ NY DIFFICULTTES INSTÀLING oROUNDING SYSEM DUETO SIE SOILCONDIÎONS
ru HORIZONTILY RUN GROUNDING CONDUCTffiS SHU BE INSALED MINIMUM 12" AELOW $ADffiOST-LINE INreNCH, U N O, ND
ilCK FILL SHALL BE COMPACED Æ REOUIRED AYÆCHITECT
ru GROUND CONDUCTORS SHil BE RUN AS SRIGHTND SHORTÆ ÐSSIBLE. Wfr AMINIMUM 12'BENDNG ruIUS NOTLESS ËN
S OEGREES
AæENÆLE CONNECTIONS FORGROUNDING SYffiM SMLL BE:
å- BUilOY, HY-GüDEU.L. LltrD CONNECTfiS FOROUmffi USE ORÆ FPROWD BYæPLICMPROJEfr NAGER
b CADWELD, sOnEilrCWEIDS (WELDED æNNECIONS)
o ONE (1) HGETINNED COPÆR COMPRESS¡S (LONG BmEL) F|ÍINGS
11 ru CRIMÆO CONNECTIONS SHru HAW EMBOSSEO MUFACruRERS DEMRKVISIBE ATfrE CRIMP ND ENERfræFED WIfr
HAISHRINK (ffiSULTING FROM USE OF MOPERCRIMPING DWIæS)
15 U CONNECTION HAroWÆE SHILBEME 3-16STAINLESS SER (ilOIA.I.RCEDTO UGNffi)
tu "oMPLYWfi flEC, ffiÌCLE250{2NO SHU BONOÆL EXìSTING ND Ntr
ODESHALL INCLUDE BUTNfr LIMIEOTO GROUND RODS. $OUND RING IF
BUIDING SEEL IFÆPLICAIE. COLD WAERCONNECTIONS MUST BE reE ON
BE SNEfl SIDE OF MIN SHUISFVIW
lE8Tr{G EOUIPTEIIT TURX UP
I RF CABLE. DATA CÆLE, MIO EOUIPMENTND AACK HAUL EOUIPWNTESING W[ COWLY WT CURËNT INDUSNY SINDMS ND
ORflOSESTNDÆSOFBEEQUIPÆNTMUFACTREORMOVIEDfONECOMCTMPRIMTOESTNG.
2coNRcToRwLLUsEnEÆPRoPRAEÈlBmÉESTINGEQUIPMEMINTHEESINGGRFcÆLÊ,oATAcÆG'ruloENIPMENÍ ND BACK HAUL EQUIilENTMf MEflINDUSNYSTNDÆ OFfrE MUFACIUre MfrOSE STAOMS PROV¡DEDTO
NE CONrufrOR PRIORTO ESTING
3 COMCTOR TO WRItr ND ECORO AL EST RESULTS ND MOVIæ TESE ruSULTS WNIN frE FIW CLOSE M PAC$GE
4 ru PERSdNEL INVOLWD IN üEESTING GRF NLE, DATA CÆLE, WIO EQUIilENTND AAfrUULEOUIffiflTWILL BE RENIreD
ToHAWEEENRINEDNDmCERIFIEDINflEm@ERESTINGæRFcÆLE,DATAcÆ8,ruþEQUIPffiNTANDücKuUL
EOUIPMENI
5 U EST reSULre SHAL AE TIME SMPED, RECffiDED ND PRESEMD RIOR M ENERGIZING ND ruil UP OF NY ENIPMEF
6 GMEQUIruENTISNOTTOBEESEDORÁÍACHEDTONCÆLINGDURINGESING,DOINGSOWILLDMGEffEGPSUNII
7 PRIOR TO ESNNG IF üE CORCfM HAS NY QUESIONS ÆOUT frE ESNG MæEDUGS BEY ßE TO CIL ÑD OBfAN
ASSISTNG ROMA QUIIFIED DESIGNAEO ESÎNG RERESEMATIW
8 EQUIPMENIISNOTTOBEEÑERGIZEOUNTILALESINGHÆBEENCOMPÆD,ffiROWONDBEæPWRIAEAUftffiñHNBEEN
NONFIED ND GIWS MROVATO ENERGIÆfrE EQUIPMENT
MATERIALS
AL WORK SruL CONFORM rc TE ÈOUIREMENTS S frE LOCA AUILOING COOE, üE UTEST EDMON ND ALL OÉERÆIICABLE
CODES ND ORDINNCES
CONMfrOR SilLL CONSRUCTS IN ACCOMANCE WNftESE DüWINGS NO CSSNUfrION SÆCIFICATIONS æ.T11S.1 REV H
üE SPECIFICATId IS frE RULING DOCUMENTANDNY DISCREPANCIES BWEEN üE SPECIFIdfION ND frESE DMWNGS SHOULO
BE AROUGHTTO NE AMNT¡ON OF ftE ENGINEER PRIOR TO PRæEEDING WIfr CONSNUCTION
2
3
4
4
CONRqOR SWL VISITÊE Jæ SIE AD SHU FNILIffiIZE HIMSELF Wü ru CONDTIONS ÆFECTING ffE PROPOSED WOilND
SULL W PROVSIONS ÆIO NE COSÍ frEtrOF COMMCTM SHILBE RESPONSIBE FOR FffiILhRIZING HIMSELFWfr ÆL
CONRq DOCUMENÍS, FIELD æNDITIdSND DIMENSIONS NO CONFIRMINGMTflE WORKMY BEACCOMPLISHEDÆ SHOM
PRIOR TO PROCÉEDING Mft CONSNUCTION ANY DISCÆPNCIES SHU BE BREOHI fO frE AftNIId OF flE ENGINEER PRIOR TO
ffE COMMENCEMENTOFWORK NO COMPENSATON WILL BE AWffiDED USED il CUIM OF UH OF KilLEDE OF FIELO CONOITIONS
PWS ffiE NOTTO BE SCIED frESE PWS ffiE INENOEO fO SE A DIAGWUNC OUNINE ONLY UNLESS ONERWISE NOED frE
WORX SilLL INCLUDE FURNISHING MERIAS, EQUIPMENTNDæPURENANCES, ND WOR NECESSffiYTO EFECI[L
INSTAUTONS Æ INDICAED ON frE DMWNGS OWNER PROVIDED MERIIS WLL INCLUDE ffE FOLLM¡NG, UNLESS NOED
OTHERWISE:a)TmsMtmR
B)RF FILER
c) HosE ND HOSE mN|FOLDS (NYCOPPERORSEEL SECTIONS PROVIDE BY C$RCTOR)
D)UHFAMNNAND MOUNTING BMCKFS, GPSNENW AND KU ANENNÆ
E) UHF COSND ffiGERS
FlÆ0-2m &20m0 ELECnICIRNSFORMERS (REr E-2 FOR SPECIIIZED]NSFOilERS moVIDEDBY COmCTOR)
G) ÂWOUTTCRNSFER SWIICH ANO GENEMTOR
H) EQUIPMENT SHELER (SHELERS FURNISHED IN FACTORY W HVAC EOUIPMENIANO ELECNICru DISRIBUÍ¡ON PANEL)
t) tNEsilED LOÆ CENER
DIMENSIilS SHOM ffiETO FINISH SURFACES UNLESS OftERWSE NOED SPACING BryEEN EQUIPMENf IS REOUIREO CLMCE
frEGFOfE, IT IS CRITICATO FIELDWRIry OIMENSIONS, SHOULDflERE BE ANYOUESÍIONS REffiDINGilE CdRCIDOCUMENIS,
SISÍING CONDITIONSAND/OR DESION INENT, ffE CSRfrORSruL BE ESPONSIBLE FOROBTAININGfHE WORK
DÍAILS Æ INIENDEO TO SHOW DESIoN INTENT MOD¡FICATIONS MY BE trAUIruO fO SUIT JOB DIMENSIONS OR CONDtrIONS, ÑD
SUCH MM¡FICATONS SruL BE INCLUDEDAS PffiTOFBE WORK
CONRfrOR SULL REGNE CWIRCANON IN WITING, SD SWL REGIW IN WRITINGAUfrMIATION TO PRæEEO BEFORE
STARTINGWORK ON ANY MS NOTCLffiYDEFINED OR IOENTIFIED BYfrE CONRCIDOCUMENTS
CONRqORSilLLSUÆRVISENDDIECTüEWORKUSINGfrEBESCONffiUCTIONSKILLSNDAftMION COMCTORSruL
BE SOLELYæSPdSIBLE FOR CONSNUMON MilS, MffiODS, ECHNIOUES, SEQUENGS AND PRæEOURES ND FOR CæRDINATINGU rcRTIONS OFNEWORKUNDER CONMCT, UNESS ONERWISE NOED
7
I
10
ii
12
IN DRILLING HOLES INTO æNCMffiffiER FM FÆENING ORNCHMING PURPOSES, ORPENffiTONSBROUGH frE FLæR
FORæNDUITRUNS, PIFE RUNS, ÍC, MUSÍ BE CLRYUNDERSTOOüAÌREINFffiCING trEL SWL NOTBE DRIIED INTO, CUTG
DMGEDUNDERNYCIRCUMSTNCES(UNLESSNOEDOflERWSE) LæATIONSOFREINFORCINGSEELARENOTDEFINIELYKNOWN
AND üEREFæ MUSTBE SARCHED FORBYÆPRæRIAE MffiODSAND EQUIPMENI
ORftE REPAIROFNYOBER PHASE OFÊE INSTAUTION, MICH UY HAW
1 7 reEP CONRCT ÆA Clil, HøRD FEE, ND DISPOSE OF AL OIRÍ, DEBRIS, ND RUABISH EQUIPMEffi NOT SPECIFIED Æ
REMNING ONfrE PROPERWOFftEOMERSHAL BE RErcVED BW PruMISES IN CLS CONDtrION ÑO FREE FROM PAINT
Srcre. DUST, OR SMUDGES OFMMruRE COMCTffi SHU BE RESPOÑSIBLE FOR MINTAININGÀL IEMS UNTILCOMPLFION OF
CONSRUCTION
18 MINIMUMSENDMIUSOFffiNMCÆGSSruBEINACCOroNCEWIBCÆLENUFACruRERSæCOMMENDATIilS
19 ÀL SIST¡NG IMCTIW SEÆR, WAER, GAS, ELECTRIC ND ffiER WILITIES, ffiICH INERFEREWINNE æCUTIfl OFilE WORK
SruL BE REMOWO NDrcR CÆÆD, PLUGGED ORONEMISE DISCONNNUED AT POINre ffircH WLL NOT INERFERE Wfr BE
EÆCWON OFilE WORK, SUAJECT TO APPLIWLE reGUUlMYAUffORITIES
20 æNRfrOR SWL MINIMIZE DIWRBNCETO EXISTINGSIE DURING æNSNUCTION EROSI$ CONNOL MæURES,IF EOUIRED
DURING CONSRUCTION SHAL BE IN CONFORWCE WIfr JURISDICTIM OR SAE ND LOCÀ GUIDELINES FffiEROSION ND
SEDIMENT CONNOL NO COOÐINAED W¡fr Læil ffiGUUTORY AUÊORITIES
21 ALL æNSNUCTION IS TO ÐHEETO FPLI$NÎS IMGüEO CONSNUfrION STNDARN UNLESS STAE CODE IS MOGSNINGENT
22 frE INENT OFilE PWSND SPECIFICATIONS IS TO PEffiORM NE CONSNUCTION IN ACCORDNCE ÆR SIAE BUILDING STNDffiOS
æDE, TIIES I9 ND 24, SAT C@E OF EGUUNONS SHOULD NYCONOITIONS DMLæ NOTCOWRED BYftEÆPRffiD PNS
ND SPECIFISTIONSWEREIN ffE FINISHEDWOffiWLL NOl COMIY PER SAE C@E OF EGUUTONS, ACHNGE MDEROÍAILING
ÑD SPECIryINGNE REOUIffD WOtrSHILBE SUEMIMOTONDÆPROEO SYÊE JURISDICTIil AEFOre PRGEDING WIfr ÊE
WORK
15 REPAIRÑLSISfINGWILSUtrACESDMGEDDURINGCONSNUCNONSUCHTATBEYUTCHNDBLENDINWIfrADJÆÊNI
SURFACES
16 SAL PENffiTIONSBROUGH FIRE MED ffiffi WIB U L LISEO AND FIÆ CODE ÆPROWD MERIN
17 ÆEOUAEND REQUIRED LIÆILIry INSUMNCE SWLBE PROVIDEO FOR PROTECTIONAOAINSPUBLIC LOSSND NY/ALL PRæERW
DAMGE FORTE DUUTION OFWORK
16 PROVIæ AND INSTAL æNDUIT, CONDUCTORS, PULL WRES, BOXES, CMR PHES ND DWIGS FORALL OUNFSÂS INDICAED
tg OTTCHTNGNOMCKFILL:CONRCffiSHNLPROVIDEFORALUNDERGROUNDINSALEDæNDUtrAND/ORCÆLESINCLUDING
EXCAVATION AND SACFILLING ND CNPACTId REFERTO NOES ND REQUIREMEffi'ãAVATION. AND UCKFILLING
20 MERAS, PRODUCTSND EOUIPMEM,INCLUDING AL COMrcNENTSfrEREOF, SELBE NilND SHALMW MfrE LISTOF U L
APPROWD IEMSND SHTLMEf ORqCEEDIHE REOUIREMENTS GTHE NEC' NEMND IECE
2I CONMCTOR SHruSUBMIT SHOP OMUNGS OR MNUFACruRES CAÎALOG INFOMTION GANY/U LIGHTING FIruÆS, SWIÍCHES
NDÀL OBER ELECMICÀ IEMS FfrÆPROVA BYfrE CONSNUCTION WGERPRIOR TO INSTAUTION
22 NYCUNNGORPATCHINGDEEMEDNECESSMYFORELECMICAWffiKISûEELECNICICONMCfORSRESPONSIBILWND
SWLBE INCLUDED INüE COSIFOR WOMND EffiOilED TOBE SANSFACÍION OFGE'CONSNUdþN WAGER UPON FINI
ACCEtrNCE
23 ftE EECMIru CONRCTMSHÑL WELAL PANE6 WIfr ONLYMEWRIftN DITCÍORIES AL ELECNIruWIRNG SruLBEfrE
ESPilSIBILIry OF ft E ELECNIru CdRfrOR
24 DISCONNECI SfrCHES SWL BE H P ilED HAW.DUW. OUICK.W AND OUICK'BÉKENCLOSUES, Æ EOUIRED BY UrcSURE
ME
25 AL CSNECNONS SruL BE ME WIN APROEfrIW COAÍING OFN ANTI-OXIOE CilPOUND SUCHAS'NO'OXIDEN BYDffiORE
CHEMICI CO. COATI Wffi SURFACES AEFæ COÑNECTING. äPæED COPPER SURFACES, INCLUDINO GROUND NS, SWL BE
N4ED - NO SUBSTruTIONS
26 MCflAYS: CilDUF SruL BESCHEOULE æ ryC MEMNG OR EXCEEDING NEMTC2 - 19M, CMCÍORSHIL PLUGAND CÆ ACH
END OFSPffiENO EMN CONDUITS ÑD PROVIDEruO SEPME PULL SNINGS-2@ LBSEST POLWYLENÊ CORD, AL CONDUIf
BENOS SruL BEAMINIMUM OF2 f MIUS RGS CONOUITS WHEN SECIFIED, SHIL MEf,ULS Fffi GALVANIED SEÉ ÁL FIÍINGS
SWL BE SUIfÆLE FOR USEWfrftRæED RIGIO CONDUIÎ COATALfrRffSWG'BRIEZINC'M'COLD qfy
27 SUPPOffiGru AECNrcAIWOilSruLBEAS EQUIRED AY NEC
28 CONDUCTORS: CONRfrOR SHÀL USE 989( CONDUfrIVIW COPPER WTH fPE frM INSUUTION, M VOLT, COLOR COOED USE S4ID
CONDUCÍORS FORWIÈ UPfOND INCLUDING NO SAWG USE S]ruDED CdDUfrORS Fffi WIæ ÆOW NO 6 AWG
29 CONNECTORSFOR PffiR CdDUCTmS: CilRCIORS&L USE ruSSURE mE INSUUEOVIS-ON CNNECTORS FOR NO 10
AWG AO SWLER USE SOLDERESS MECHANICÆERMINI LUGS FMNO SAWG ND WGER
æ SERVICE:12M{V. SINGE frÆE,3WRE CONNECNOÑAVAWLE ROM UÎLIT CilPNY OWNEROR OWERS AGENTWLLÆPIY
FOR POÆR
31 EGPHONE SERVICÊ: MNRfrORSHAL PROVIOE EW CdOUIfSWÊ PULL SRNGSAS INDICAED ON DilWINGS
Ìt
FROMIMEfOTIME ITUYBE NECESWYTO W MINffiÐruSilEMS TO ACCilrcDAE, ffLMSPAGAffiNNAMOUNEND
EQUIPffiNT WPLEÐDINGAWÆHRffiSHIMfOÆLOUABægORMOUNTTOMEf SPECIFIATIdS HAUNGTOTSFOR
SPACE A BilCg OR rcUffi DUE IO ilGES ND OR OftER SW PRONUSIONS d A POG TOP ÆSEMBLY NY MERIAS, NUre'
BOLfS, SHIMS M SPAGRS USEDfO AæOMM@AEAÀIUSflENTSTONENM MOUNre ND EOUIPWffi MUST BE EMENNYÆFXEO'
BOLEDTOfrÊ MOUNT, BMCFOR rcLE;AS NWERrc AECilE AFilHtrD MmERIIS Nm, BOLre, SHIMSORSPAGRS USO lN
MTNORADJUSilENTS, MUSIBEEIüERSAINESS SEEL OR 4VNlæDl HM WÆHERSÆE PROHISIEO NY MlNffiÐJUSilENETO
ACCOMMODAE NENNA MOUNTS ANO EOUIruEM SHOULD BE OONE IN AMGESSþWMORWIfr SÆflNDAESNMS IN MIND
SHOUD YOU UWNY QUESTIONS CilTACTYOURASSIGNED CONSNUCTIN ffiOJECTUMGER OR ENGINEER FOR GUIDNCE
Y ELECNrcI ANDELCO MCilAYS TOBE BURIED AMINIMUM æ2'DEM
33 COMCTORSHAL UCEruO LENffiS OFWÆNING TAPEATADEM OF 12' BELOW GRdNDAD OIREflYÆM ELEM¡CAL
ND ELCO SRVICE æNDUITS CAUÎONSTÆE TO M'SUNON BURIED ELECNIC'OR'EURIEDELECOMM'g ÀLBdTS SHIL BE }16 STAINLESS SEEL
SITE WORI( NOTES FOUilDATTOX.AXD BAGKFILL I{OTES
J DO NOT UdVAE OR Dlsruru BEYOND THE PROPERfr LINES OR LSSE LINES, UNLESS OTHERWSE NOEO
2 DO NOTSHE BUID¡NG DIMENSIONS FROM DRAW¡NG
3 ST, LOCATION NDMEOFN UNDERGROUND UTILIIIES OR IMPROWMEMS SMLL BEACCUMELY NOED ND PLACED ON
ASAUILT DMWNGS BY GENEru COÑTRACTOR AND ISSUED TOARCHffiCTÆNGINEERATCOMPLÍION OF ROJECT
4 ÀL SISTING UILITIES, FACILTIES, CONDITIONS ND THEIR DIMENSIONS SHOM ON PNS MW BEEN PLOreD ROM
AVAILABLERECOÐS THEENGINEERNDOMERASSUMENORESPONSEILIWWMTSOWERASlOTHESUFFICIENCYOR
ACCURACY OF THE INFOMTION SHOWN ON THE PNS OR THE MÂNNER OF THEIR REMOVI OR ÐJUS.IIT]IENT COMMCTOR
SffiL BE RESPONSIBLE FOR DffiRMINING MClLOCATION OFAL ilISTING WILITES ND FACILMES PRIORTOSTffilOF
CONSNUCTION COMCfOR SHILÀSO OBTAIN FROM ACH UTILITYCOMPNY DÍAILEO INFORilATION RELATIW TO
WORKNG SCHEDULES AND MEfHODS OF REMOVING ORÆJUSIING EXISTING UTILITIES
I AL FINAI GilDED SLOPES SUI BEA WIMUM OF 3 HOREONTI TO'I WRTICI
2 ALL ãCAVAfIONS PREPffiEO FOR PUCEMEMTOF CONCffi SMI.I BE OF UNDISTUroED SOILS' SUBSTNIILY HORUOMÆ
ND FtrE FROMANY LæSE, UNSUITÆLE MÀÎERA OR FROZEN SOILS. AND WTHOUITHE PRESENCE OF POUNDING WAER
DEWAERING FOR EXCESS GROUNO WAER SffiL BE PROVIDED WHEN REQUIRED. COMPACTION OFSOILS UNDER CONCRETE PAI)
FOUNDÀTIONS SfrL NOT BE LESS THAN O5% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSIfr FORTHE SOIL IN ACCORDNCEWTH
ASÌM Dr557
3 CONCRft FOUNOATIONS SUI NOT BE PLACED ON ORGNIC OR UNSUITÆLE MIERA IF IMDEQUAE AARING CÆACIñ IS
RHCHED ATTHE OESIGNED TCAVATION DEflH, TBE UNSATISFACTORY SOIL SfrL BE UCAVAEDTO fTS FULL OEfrH ND EIÎHER BE
REPHCEO WÍTH MECWICÀLYCOMPACTED ORANUW MAERru ORTHE EXCAVATION SHÂl-L BE FIIEO WTH CONCREE OF THE
SAME TYPE SPECIFIED FOR THE FOUNDATION CRUSHED STONE MY BE USED TO STÆILÆ THE BOÍOM OF THE EXCÂVATION NY
STONE SUB AASE MTERIAI,IF USED, SruL NOTSUBSTTUTE FOR REQUIREDTHICNESS OF CONCRft
4 [L UCAVATIONS SWL BE CLM OF UNSUtrABE MÂERnI SUCHAS VEGFTATION, TMSH, DEBRIS, AND SO FORTH PRIORTO
BACKFILLING UCK FILL SWL CONSIST OFAPPROWD MTERIALS SUCHAS ilRTH, LON, SNDY CUY, SAND AND GMVEL, OR SOFT
SHÀE, FËE FROM CLODS OR WGE STONES OWR 2 I/2'W DIMENSIONS ALL MCK FILL SNLL BE PUCEO IN COMPACTED UYERS
5 [L FII MERIIS ANO FOUNDATION BACK FILL SHÂIL BE PLACED IN MAXIMUM GTHICK LIÍS AEFORE COMPACTION ACH LIf,
SHIL BE WEMD IF REOUIffiDAND COMPACED TO NOTLESS THÄN 95% OFTHE MOOIFIEO PROCTOR MüIMUM DRY DENSW FOR SOIL
IN ACCORDÀNCEWTH ASil DIffi
6 NEWLY PLACED CONCffi FOUNOAÍ IONS SUI CUffi A MINIMUM OF 72 HRS PRIOR TO BACK FILLING
7 FINISHED GruING SffiL AE SLOPEDTO PROVIOE POSMW DRAINAGEAND PffiWNT STNDINGWAER THE FINA (FINISH)
ELWATION OFSW FOUNDATIONS SHAf,L SLOPEÂWAY INAL DIRECTONS FROMTHE CENTER FINISH GNE OF CONCREE PÆS
SHEL 8E A MAIMUM OF 4INCHES ÆOW FIW FINISH GruE EEVATIONS PROVIDE SURFACE FII GilWLTO ESTÆLISH SPECIFIED
ELWATIONS WHEffi ffiQUIREO
g NMLY GWED SURFACE ffiEAS TO RECEIW GMWL SHALL BE COVERED WITH GEOHILE FÆRICTYPE: MÆ340I AS
WUFACruffiD BY'CONSTRUCTþN MERIÀ I-80Þ2393&I' OR AN fPROVED EQUIVAEffi' SHOWI¿ ON PNS THE GEOtrILE
FÆRIC SMI BE BUCK IN COLORTO COffiOLTHE RECUMENCE OFVEGSATIW GROMH ND EXEND TOWTHIN I FOOT OUTSIDE
THE StrE ENCING ORELECRIru GROUNDING SYSEM PERIMftRWHICH MR IS GRAÎER ALL FÆRIC Sil[ BE COWRED WTHA
MINIMUMoFf DEEPCOMPACTEDSTONEORGMVELASSPECIFIED IE FDOTTYPENo STFORFENCEDCOMPOUNO;FMTMENO 67
FORACCESS DRIVEffiil
9 IN ALL ffiS TO RECEIE FILL. REMOW [L EGETATION, TOPSOIL, DEARIS, WEÎAND UNSATISFACTORY SOIL MAERAS,
OBSNUCTIONS,ANO DEÆRIOUS MERNS FROM GROUND SURFACE PLOWSNP OR BRK IJP SLOPED SURFACES STEEPERTHN
I WRTICI TO4 HORIZOT{TAL SUCH TMT FILL MERIAL W[ BINDWTH EXISfING/FREPÆD SOIL SURFACE
IO WHEN SUB GruE OR PREPÆD GROUND SIjRFACE ilS A DENSfi LESS TMTUT REQUIruD FOR THE FILL MERII, SCARIry
THE GRoUNo suRFAcE To DEflH REQUIRED, PULVERE, MOISTURE{ONDfTION ANO/OR ÆUTE THE SOILS ND ÆCOTT¡IPACT fO THE
EOUIffiO DENSIfl PRIORTO PLÂCEMEffi OF FILLS
1I N ffiAS WHICH ãISTING GMVEL SURFACING IS REMOWD OR DISruRAED DURING CONSNUCTION OPEMTþNS, REPUCE
GRAVEL SURFACINGTO MATCHAOJACENTGMVEL SURFACING AND RESTOREDfOIHE SAIúE ÊICKESSND COMPACIION AS
SPECIFIÐ AL RESTORED GRAWL SURFACING SHÂIL BE FffiE FROM CORRUGAfIONS ND WAWS
5 COMCTOR SI-IALLERIFY [L UISTING UILITIES BOTH HORIZOMALLY ND WRTICILY PRIOR TOSIffiTOF CONSNUCTION
NYDISCREPNCIES OR DOUBTS ASTO THE IffiRPRETATION OF PUNS SUI BE IMMEDIAÍELY REPORED TOTHE
ffiCHftCTÆNGINEER FOR RESOLUTION ND INSNUCTION, ND NO FURfHER WORKSWL AE PERFORMEO UIffILfHE
DISCREPNCYIS CHECXEO AND CORECED BYTHEÆCHIECT/ENGINEER FAILURETO SECUE SUCH INSNUCTION MæS
COMTRÂCÍOR W[ MW WOffiED AT H¡S/HER OM RISK AND EXPENSE COMCTOR SWL CALL LOCAL DIGGER HOT LINE FORFTN LOCATIONS € HOURS PRIOR TO STARTOF CONSNUCTION
6
7
I
I
l0
11
12
13
14
l5
AL NM AND EXISÍING UTILIfr SRUCruRES ON SIENO IN ffiilS TO BE DISTUSED BYCONSTRUCTION SHÂLL BE ÆJUSED
TO FINISH ELWATIONS PRIORTO F¡NÆ INSPECTION OF WORK
GRADING OFTHE SE WORKffiA IS TO BE SMOOTH ANO CONTINUOUS IN SLOPEND ISTO FEAfHER IMO ãISTING GruES AT
THE GruING LIMITS
[LEMPOMYUCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, WLtrIES, EIC , SHAf,L AE PROPERLY UID AACK OR
BilCED IN ACCORDNCEWIH CORreCT OCCUPAÎONAI SAFflAND HilLTH ÆMINISIRATION (OSU) ruOUIREMEMS
SNUCruU FI[S SUPPORTING PAWMEMS SWL AE COMPACTEDTO S% OF WIMUM STÂNDARD PROCTOR ORY OENSß
NEW GMDES NOT IN BUILDING ND DRMWÀY IMPROWMEffiÆEA TO BE ACHIEVED BY FIIING WTHAPPROE Clfl FILLAND
COMPACË TO 95% OF STANDARO PROCTOR DENSñ
ÆLFILLSHILAEPUCEDINUNIFORMLIÍS THELIFTSTHICffiESSSHOULDNOTEXCEEDflATWHICHCANBEPROPERLY
COMPACEOTHROUGHOW ITS ENTIË DEtrH WTH THE EQUIPMENTAVAIWLE
NY FIIS PUCED ON qßTNG SLOPES THATÆE SEEPÊRTHAN IO HORIZOMA TO I VERTICAL SHÁIL BE PROPERLY BENCHED
INTO THE ilISTING SLOPÊAS OIRECED AYA GEOECHNIdENGINEER
CONTMCTOR SffiL CLM EMIRE SIEAffiR CONSNUCTION SUCHTUT NO PæERS, TMSH, ÆEDS, SRUSH ORNY OTHER
DEPOSITS WILL REMIN ÆL UÍERIALS COI.IECTED DURING CLilING OPEMTIONS SffiL BE DISPOSED OF OFF.SE BYTHE
GENEML COMCTOR
ÀLTREES AND SHRUBS WHICH Æ NOT IN DIRECT CONFLICTWff THE IMPROWMENTS SruL AEPROECTED BYfHE GENEMLcomcroR
ÀL SruWORK S¡ßIL AE CAEFULLY COOMIMED AY GENEru CONRCÍOR WTH LOCI WLIW COMPN, ELEPHONE
COMPN. NDNY OTHERUTILfl COMPNIES UVING JURISDICTION OWRTHIS LOCATION
12 ilISTING GilWL SURFACING MY BE SCAVAEO SEPRELY ND REUSED WTH THE CONDIIION THATNY UNFAVORÆLE
MOUNTS OF ORGNIC MATTER, OROTHERDELffiRIOUS MAERIISÆE REMOVED PRIORTO GUSE FURNISH NYÆDMOtüf,
GMWL ruSURFACING MERIIAS NEEOED TO PROVIDEA FULL OEPTH COMPACED SURFACETHROUGHOW SE
13 GMWL SUB SURFACE SWL BE PREPAÆD TO ÆQUIRED COMPACTION ND SUB GroE ELEVATIONS BEFOË GRAVEL
SURFACING IS PLÂCED ND/OR RESTORED ANYLOOSE OR DISruffiEO MTERIIS SUI BETHOROIJGHLY COMPACED AND ANY
DEPRESSIONS IN THE SUB GruE SfrL BE FILLED ND COMPACED WTH APPROWO SELECED MERIA GRAVEL SURFACING
MERruSHÆLNOT BE USED FM FILLING DEPRESSIONS IN THE SUB GWE
EXVIRONTETTAL IIOTES 14 PROEGT üISTING GRAEL SURFACING ANO SUB GME INffiASWHERE EOUIPMEffi LOÆSWILL OPEME USE PLANKING
'MñS'OR OTHER SUITÆLE PROECTION DESIGNED TO SPRæ EQUIPMENT LOÆS AS MAY BE NECESSÆY REPAIRNY OAMAGETO
ilISTING GRAVEL SURFACING OR SUB GRÆ)E WHERE SUCH DMGE IS DUETO frE COMCTORS OPEilTIONS
15 DMGE TO EXISTING SNUCruRES ANO/OR UTILITIES RESULTING FROM COMfrORS NEGLIGENCE SWL BE REPÂIRED NO/OR
REPUCED TO THE OMERS SATISFACfION AT NO ÆDtrIONAf, COST TO THE CONTRACT
16 [L SUITABLÊ BORROW MERru FOR ilCK FII OFTHE SIE STßIL BE INCLUDED IN THE BID. EXCESSTOPSOILANO UNSUTÆLE
MÎERN SHIL AE DISPOSEO OF OFF SMAT LæAÍIONS PPROWD 8Y GOWilING AGENCIES ATNOÆDITIONALCOSf TO THE
COlmGT
[L WORKPERFORMED SruL BE DONE IN ACCOÐANCÊ WITH ISSUED PEilIß THE COMCTOR SHÂLL AE ESPONSIBLE FOR
PAWEMT OF FINES ANO PROPER CLM UP FOR ffiEAS IN VIOUTION
2 COMCTORAND/OR OEVELOPER SWL BE trSPONSIALE FORCONSNUCTION ANO MAINEMNCE OF EROSION NO
SEOIMEMATION COMOLS DURING CONSRUCTION FOR PROTECTION OFÆJACENT PROPERIIES, ROADWAYS ND WAERWAYS
ANO Sru BE mffiAtNED tN PUCETH\OUGH FtW JUR|SD|CTIONÄf, INSPECTION t ffiLASE OF Sffi
COMTMCÎOR SWL INSTIUCONSNUCT [L NECESSARY SEDIMENT/SILT COMOL ENCING ND PROECTNÉ MEASUtrS
WTHIN THE LIMITS OF SE DISruMCÊ PRIOR IO CONSNUCTION
NOSEDIMEffiSruLBEILOWEOTOilITIHEPROPERW THECOMCTORISRESPONSIET-EFORTAKNGÆEQUAEMæUES
FOR COMOLLING EROSION ÆDtrIOW SEDIMEMCONTROL ÆNCING MY BE REQUIruD IN ANYAREAS SUEJECITO EROSION
3
4
5 THE CONRCTOR IS RESPONSIBE FOR MIMAINING POSITVE DUMGE ON THE SIE ATruL TMES WITH SILTND EROSION
COffiOL MASUtrS MAINTAINED ON THE DOMSNW SDE OF SITEOMIMGE NY DMGE TOÆJACEM PROPERñAS A
ËSULTOF EROSION WLLAE COffiCED ATTHE COMCTORS ilPENSE
6 COMCTOR SffiL BE ffiSPONSIBLE FOR DAILY INSPECTIONS ND N REPAIRS OFALL SEDIMEM COMOL MffiUËS
INCLUDING SEDIMENT ÆMOVI AS NECESSMY
7 CLEÀRING OFWGf,ATION ND TEE ruMOV& SWL BE ONLY AS PERMMD ND BE HELDfOA MINIMUM ONLYTREES
NECESWY FOR CONSNUCTION OF TBE FACILTIES Sru BE REMOWO
I SEEDING AND MULCHINGANO/OR SODDING OF THESEWLL BE ACCOMPLISHEOAS SOON AS POSSIBGAffiR COMPLETION OF
THE PROJECT FACILTIESAFECTING WD DISruRNCE
CONTMCTOR SWL PROVIDE[L EROSION ND SEOIMEMATION CONROL MASUES N ffiQUIruD BYLOCAL. COUNilNO
STAÎE CODES ND ORDINNCES TO PROECf EMNffEMS FROM SOIL LOSS ND TO PRffiffiACCUMUUTION OF SOILNO
SILT IN SNWS ND DMIMGE PATHS LAVING THE CONSRUCTION ffi IHIS MY NCLUDE SUCH MEAÍ¡UÆS Æ SILT FENCES,
STMWBALE SEDIMEMAAMIERS,ANDCHECKDAMS
IO RIP W OF SIZES INOICA1EO SffiL CONSIST OF CLil, ffi, SOUND, DURABLE, UNIFORM IN QUÀñ STONE FREE OFANY
DffiIMEffiAL QUANITY OF SOÍ, FRÆLE,THIN, ELONGATED OR WINAEO PIECES. DISINTEGilEO MERIA, ORGNICMMR, OIL, [frI, OROTHER DELftRIOUS SUBSTNCES
I I GC TO PUCE FILER MERII AT [L CATCH USINS ÆJACENTTO CONSRUCfION Sft fO Pffiffi SOLIO WASE
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GENERAL NO'IES
SÆET NIJWER
2.0
L \U
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D.vlc. Sprclñ9 - Tqp.rS.r Toblr I c20 2
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r 'R0AD VDRK 1 MILE' slgn moy
be used qs qn o,tternote tothe 'READ VURK AHEAD' slgnxx 500' beyond the 'READ VERK
AHEAD' slgn or nldwoy between
slgns, whlcheven ls tessTXX ,BE PREPARED TE STDP'
slgn moy be onltted fon
speeds of 45 MPH on tess
GENERAL NOTES
gvt I Lt\
oñ^^r
Speäd(MPH)lfStonce(ft.)
e5 155
30 400
35 e50
40 305
45 360
50 4?5
55 495
60 570
65 645
70 7301. Vork operotlons shott be conflned to onetnqfflc tone, leqvlng the opposlte lone
open to tnofflc,
?, Addltlonot one-woy control moy be effectedby the fottowlng neqnsl
5. The two chonnetlzlng devlces dlnectty lnfront of the wonk oreo ond the one
chonnelzlng devlce dlrectty of the end ofthe work oneq noy be omltted provlded
vehlctes ln the wonk oreo hqve
hlgh-lntenslty nototlng, ftoshlng, osclttotlng,
on strobe tlghts openotlng.
6, For generot TCZ nequlnenents qnd
oddltlonot lnfon¡notlon, nefen to MUTCD.
DURATION NOTES
Vhen Buffer Spocecqnnot be ottqlned
due to geonetnlc
constno,lnts, thegreotest ottolnqbte
tength shqtl be used,but not tess thon
200 ft,LEGEND
o
a
o
I
Ftog-corrylng vehlcteEfflclqt vehlcte
I
Pltot vehlcteTnofflc slgnot
I
CHANNELIZING DIVICI
S IGN 3. The 'ENE LANE READ' slgns one to be futty
covened ond the 'FLAGGER' slgns elthen
removed on futl,y covened when no wonk ls
belng penforned ond the roodwoy ls opento two-woy tnqfflc
4, Vhen o slde nood lntersects the roodwoy
wlthln the TTC zone, oddltlonqt TTC devlces
shotl be pl,oced ln qccondonce wlth
opptlcobte TCZ Indexes,
VIRK SPACE 1, 'RUAD VDRK AHEAD' ond the 'BE PREPARED TD
STEP' slgns noy be onltted lf qtt of the
fol,towlng condltlons qre netrq, Vork operotlons qne 60 mlnutes or lessb, Speed tl¡rlt ls 45 MPH or lessc, No slght olostructlons to vehlctes
oppnoochlng the üork qreo for q dlstonce
equol to the louffen spoced. Vehlctes ln the work oneq hqve
hlgh-lntenslty, nototlng, ftoshlng, osclttotlng,
on stroloe tlghts operotlnge, Votume ond conplexlty of the roodwoy hos
been consldered
CONDITIONS
VHERE ANY VEHICLE,
EOUIPMENT, VORKERS OR THEIR
ACTIVITIES ENCREACH THE AREA
BETVEEN THE CENTERLINE ANI¡
A LINE 2' OUTSIDE THE EDGE
OF TRAVEL VAY
t.{FL AGGER
IIRICTJON !f TRAFFIC+
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t1I
R OAD
WORK
L]\U
ROAD
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ROAD
H
tt
F] EA
ROAD
WORK BE
tPARET-J I
DISTANCE BETVEEN SIGNS
Speed
(MPH)
(ft,)
A B c D
40 or less 200 200 200 100
41 to 49 350 350 350 175
50 to 54 500 500 500 e50
55 on greoter ?640 t640 1000 500
TABLE 1 DEVICE SPACING
Speed
(MPH)
Mox Dlstonce Between Devlces(ft,)
Cones or
Detlneotors
yPs r ur- r yPs ¡r
Bonnlcodes on
Ventlcot Ponets
Toper ,us Toper Tonoent
a5 to 49 ?0 50 ?0 50
50 or greqten 20 50 ?o 100
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OF A SURT/EY. PROPERTY UNES. POWER & TELOO
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CL OF PROPOSED MICRCIWA\Æ DISHt (21 6'x12' Ð(tT PORTS Oçtt &, 27tffi
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w/(16)1.25"ø F|-ANGE BOLTS
EQUALLY SPACED ON 44"ø
B.C.
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B.C.r EASE PIATEr BASE Pl¡{'lE Y VARIES BGL FIBER OPTIC
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FR NT UTILITY POLE ELEVATION ¡-t-t-f
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