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PFI2022-00111 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT V 0 Request for Permit Action 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503-718-2439 • w-ww.tigard-ongov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor [!City Staff Check(,e)one REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEMS) CHECKED (✓): CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). Permit#: FF-L 2072 — 00 111 Site Address or Parcel#: Sol/ 95 1�- and 044 S1- Project Name: T/L _ Da v�Mu✓ _ T c�cr vv' A J Subdivision Name: Lot#: EXPLANATION: P✓P/i-.J P PF`r Signature: Date: 328 2,02 2. Print Name: -?Gr7 t k3ri<�k-e-!�f Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. FOR OFFICE USE ONLY Route to Sys Admin: Date 2 By Route to Records: Date B Refund Processed: Date By Invoice Processed: Date B Permit Canceled: are 6t2L B Parcel Tag Added: Date B I:\Building\Forms\RegPermitAcdon 12 518.doc City of Tigard PFI#: 2022-00111 _ ENGINEERING DEPARTMENT Public Facilities Improvement (PFI) Permit PROJECT INFORMA11ON TIL DARTMOUTH TIGARD A TYPE OF WORK Project name: — — — ID( TYPE 1-Franchise Utility Work Brief description of project: performed by NWN,PGE, or utility agency Installing fiber optic cable via directional bore. ❑ TYPE 2-ROW Sidewalk/Driveway/Sewer We&performed for the purpose of • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and main line tap Location (address if available): ❑ TYPE 3-Full Scale Development Work Beginning at the intersection of SW 95th Ave and SW Oak St performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Streetwidening Name: MCI Metro Access Transmission Services Corp • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 2250 NW Aloclek Dr water service area City/State: Hillsboro, OR Zip: 97124 ❑ TYPE 4-Small Cell Technology ❑ TYPE 5-Tigard Triangle Phone: 971-235-0884 Email: robert.newbre@yerizon.com Phone: NOTE: Type 1 and 2 applications may be Contact name: Robert Newbre cmailed to rowpermitsQti d-or. og v. Phone: 971-235-0884 Email: rohart npwhrPovariznn nom CONTRACTOR INFORMATION ❑ Same as applicant Name: Tllson Tech CCB Number: 212930 Mailing address: 12801 NE Airport Way, Building 6 City/State: Portland, OR Zip: 97320 Phone: 971-235-0884 Ems: jherbert@tilsontech.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of workis required(if over$5,000):$ $5,000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes ❑No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wcvwtigard-or.gov 6 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owners signature on the application. I,the applicant, certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Robert Newbre 3/24/22 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: PF12022-00111 Permit fee: Received by: SPV Date: 3/24/2022 Approved by: Dare: __ Notified bv: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 101/o of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY • ' STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): ❑Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following. items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval Cityof Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 Edge of Pavement I Ditch �► Streetlight —•—•— —�—•— fws,u.s, i T'pro r bYl/�r��� I 1 N Existing House z� 1 Existing HI Q i ;r Driveway d� u'� I Mr.I { E 1 o I � Existing Shop I Powearpole I I = 1 a Y O • e 7r-6pay--a Line s. — i i o --•---• ! 1. J I Fire Hydrant(FH) IIT I Scale: � I I TYPE 1 � I I I I � � I 1 TYPE 2: REQUIREMENTSMINIUM SKETCH not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer, storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 Deb:03/15/2022 Author.Menu Graham Projeot:TIL DARTMOUTH TIGARD A-SW Oak St&SW Hall Bled N DWG#::25047-0001 Contractor In Work Zone:Tilson Scale:Not to Scale To Comments: Temporary Traffic Cordrol to meet MUTCD 2009 and The City of Tgard mins and regulations. An devices I.he NCHRPS50 approved. FIELD SEiMCES A to Z Field SeMws,6385 Broadway.Daman.CO 80216 PH(303)4164702 FX:1.877324-2578 Em II:dki etozheldsms.ccm heetSize=77x17 One le ne rad will awleh nide o/the roatl/or poNolin9. All No Park, are m 5e placed 24 hours before work. xG Nk MGA 100 100 " 100�a SW Oak St SW Oak St a f_ 100' 100 �3SJ 100, /R' T$� e�sr 'le I °,"q aviwma i8 Elg x Ped ale Is to M placed i 1�, ped: is to De plan d at tw nearest ereaewenc I(� O 50 ft -100 ft e rt dle nNnlst dosswalk. Q r N N 3 m 00„E° WOPN I Dam:03115/2022 Author Mar.Graham Project:TIL DARTMOUTH TIGARD A-SW Oak St&SW Hall Blvd N DWG M::25047-0002 Contractor In Work Zone:TNan SUM:Not to Soak TU Cca marvia: Temporary Traffic Control to meal MUTCD 2009 and The City of Tigard rules and regulations. AN devices to be NCHRP350 approved. FIELD SERVICES AtoZ Field Services,6385 Broadway.Denver,CO 80216 PH(303)41702 FX:1-877.324-2578 Emall:dklrk tpaeklsvcs conn heetSize=11x17 All No Parka are W be placed 24 haum before work MOO E [n[o xG xo xo B r'�� PoPNInG AFAnNG 19ANING �p 9 a° gY SW Oak St SW Oak St SW Oak St 700' c o a, a` m 14 a' 0 m rn Data:031152022 Author:Merin Graham PmJact:TIL DARTMOUTH TIGARO A-SW Oak St 6 SW Hall Blvd N DWO•:2504T-0003 Centraatw M Werk Zona:mison Sea":Not to Sea e To Comments: Temporary Traffic Control"meet MUTCD 2009 and The City of Tigard rules and regulations. All devices to be NCHRP350 approved. AFIELD SERVICES Ato Z Field Services,6385 Broadway.Denver,CO 80216 PH(303)4164702 FX:1-877-324-2578 Ema9:dkirklibatnzlieldsvcs.rom heetSlze=11x17 Ob 100' Je P �°`r yst +50 it 425 fl 1B0' Petl ab is to be plaoetl I '. at in neeTsl weawalk p eO 6 � P c� ' a •�a�rC �$s b� 1111 A too t 100' SW Oak St � l r� SW Oak St II SW Oak St 100' 100, 100' Pig Eff� a 0 Ped ala k to be pleat efthe nes rest eroamalk Q o m rn SW Oak Wy 100 a 100• All No Parke 1 e00, n 10 M Pleoed 24 houm before Wolk Poe oar 50 fl 9y1A 10D n P� One wllw5"0a10a M tlenshe rno froador pl eoatoling. a e°C @ SW Oak St SW Oak St � Q O is hCEtSIZt3=11X17 Data:03/1512022 Author:Marco Graham Project:TIL DARTMOUTH TIGARD A-SW Oak St&SW Hall Blvd N DWG a::2504711OD4 Contractor in Work Zone:TiIs.w Seale:Not to Scale 7G Comments: Temporary Traffic Control to meet MUTCD 2009 and The City o1 Tigard rules and regulatians- All devices to be NCHRP350 approved. AFIELD SERVICES AW Z Field Services,6385 Broadway,Denver,CO 80216 PH(303)4164702 FX:1-877-324-2678 Email:dkirk akorfektsvcs.com SW Oak Wy tlaN tMOtl se �p 100' SW Elena Ln 100' 100' >fn 630 ft 6 I ro 1 wPON Pmm 1pnxnncla m 100011SW Oak St eetSize =11x17 Dab'03/15/2022 Ardhor:Mercy Graham Projeel:TIL DARTMOUTH TIGARD A-SW Oak St S SW Hag Blvd N DWO 0::25047-0005 Contractor in Work Zona:MIS."Scale:Not to Scale Tp Comments: Temporary Traffic Control to..at MUTCD 2009 and The City of Tigard rules and regulagons. AAll tlevices to be NCHRP350 approved, FIELD 9ERVICEB Ato 2 Field Services,6385 Broadway,Denver,CO 80216 PH 303 16-0702 FX:1-871-324-2578 Email:dkirk a ozgeldsves.eum i SW Ma pleleaf St 00'a s SW Oak Wy SW Oak Wy 100' oar 'No y>e 100' e x. 1Do' All No Pert ere lobs plowtl 2/hour beton work One lens ro.tl wlll lh=8 d" SW Eleni Ln of tka rood for patlroknp. 100' 100' e3m7e s e mlvx A All a 70 ft ;< �.ei �e Fao • aow Mo Au 10D 100• ;` a�St e�r a s`N 100' �• heetSize= 11x17 Date:03115!2022 Author:Marco C+aham Prolaet:TIL DARTMOUTH TIGARO A-SW Oak St&SW Hall Blvd N DWO M::25067-0006 Contrew In Work Zone:TIISen Soule:Not to Seale Tp Conararda: Temporary Traffic Control to meet MUTCD 2008 and The City of Tigard mles and regulations. N devices Ic be NCHRP350 approved. FIELD BERVIC[8 Ato Z Field Services,6385 Broadway,Denver,CO W216 PH(303)416 1`709 FX 1-877-3242578 Email:dkirk atoNaldsvcs..rn SW Ma pleleaf St SW Oak Wy SW Oak Wy n s i erose i All No Parka are to be 1plaewi �2he b ars beforeWOIk a i SW Elena Ln 11006$5 V 100. I SW Oak Sl WIN J _ P.a.nrmnep.va � —2M75 ft 111111 at the arrest aaaawaar. r wry qIP i s�+GaksN. si . SW Oak .f, csg heetSPze=11x17 Dau:03/15/2022 Author:Mauro Graham Pro)eel TIL DARTMOUTH TIGARD A-SW Oak St&SW Hall Blvd N1�1 DWG Y::25047-0007 Ceatlacit r In Work= ison Seale:Not to Scab Tp 6om melt: Temporary Traffic Control to meat MUTCD 2009 and The City of Tigard rule;and regulations. AA;tlevices to be NCHRP350 approved. FIELD BERVICE9 At.Z Field Service.,6385 9mad.y.Denver,CO 80216 PH < -324-2578 Email:dkirk atoz5eldavice.com SW hupideafst I I SW Oak Wy SW Oak Wy n rsxr fQ10M awn 100' f m � iaoM D aloe 100' All No Part are to be pieced 24 hoer before work. M100 1w,�\`.. 100 R = SW Elora Ln t e a - ,,,,�a,, \ ♦ III11 1�,a?i f SW Oak St 50 It 111111 �e _ • O One lanerudxAllewYdl eMu >s o0• of thero.d for potholing. m � aaso SW Oak St 1011' 'aR 100 100 e�$ s i eetStee—11x17 Dab:GWIW2022 Author:Marco Graham Proleet:TL DARTMOUTH TGARDA-SW Oak St a 9W Hall Blvd N Own/::25047-0008 Centnder m Werk Zone:TYson Sw.:Na b Sceb � Comments: Temporary Traffic Control b meet MUTCD 20W and The City of Tigartl rules and regulalims. AAH tlevices to he NCHRP350 approved. FIELD SERVICES A to Z Field Services,6385 Broadway,Denver.CO 80216 PM 303 7 FX:1.877-324-2578 Emaa:dkl atwfleldsvcs.com I I II SW Maplelcaf St � II i II SW Oak Wy y� n aww 100, rawM uw arca 100, AN u 100, .L ,� $! k 4t WT SW Oak St I I x O3V- 5,11 735 ft t,100 ill41.6ft C$°.c �. of 100• • 9aN heetSize=11x17 Dat•:03115/2022 Author:Merw GrahamPro�eN•TIL DARTMOUTH TIGARD A-SW Oak Sr S SW Hall Blvd NDWG a::25047-0DOs Coraa•ctor In Work zea•:Tlsm Seek:Nut to Scale To comm•nb: Temporary Traffic Control b most MUTCD 2009 and The Cay of VlgWd rules and reguteaons. AAh devices to Ite NCHRP350 approved. NlID 9ERIIICE9 A W z Reid Services,6395 Broadway.Denver.CO 80216 PH 303 164702 FX1-877-324-2578 Email:tlklrk a[ozfieldsvcs.com m z D SW Ma pleleaf St m J D S aalra 6 aYON 100. 100' I 0<0* SW Oak St 1lp SIN Oak St �o �ItBla MIN 100 It aoEwatn � er 04E0 j l � IEP I6GHT 00, Petl alo la to be placed n the nnrut crosswalk IMa wax .a..,.i MIA heetSize=11x17 �.a:a.E Data;03/15/2022 Auttwr:Marco Graham Proleet:TIL DARTMOUTH TIGARD A-SW Oak St a SW Hall Blvd NDWG a::25047-0010 Contractor In Work Zone:T hwn Scale:Not to Swle TO Comments: Temporary Trefic Control to meet MUTOD 2009 and The City of Tigard rules and regulations. AN devices to be NCHRP350 approved. A.FERVICP.S Ato Z Field Services,6385 Broadway,Denver,CO 80216 PH(303)4164702 FX:1-877-324-2578 Email:dMrkaatoAoldsvcs.com U a g —s—, 5•e° III SW ffsN d • Fia Blvd g IIIII in d P010 OWCPM d W � � st N a 3 SW 87tH Ave heetSize=11x17 Dela:03/1512022 Author:Marco GrahamProJact:TIL DARTMOUTH TIGARD A-SW Oak 316 SW Hal Blvd DWG M:25017-0011 Contractor In Work=:Ttlson Scala:Not to Scale Z to ommW+: Temporary Traffic Control tomest MUTCD 2009 and The City of Tigard rules and regulations. N tlevlces io be NCHRP350 approvatl. FIELD SERVICES A to 2 Field Services.6385 Broadway,Denver,CO 80216 PH 161702 FX:1-877-3242578 Email:dkirk atoz0eldsvcs.com e.aa y S ;Y sl s g� Sw Hall aSIN Hal Blvd r-- C 8 1111 �g 'waix in 3 ra N a SW 87th Atre heetSize=11x17 Dab:03H5M22 Author.hlarto Graham ProHM:TIL DARTMOUTH TIGARD A•SW Oak 9t 8 9W Hal 9vd DWO a::25067-0012 Contractor In Work one; on Scale:Not la Scale ery Traffic Control to meet MUTCD 2009 and TM City of Tigard rules and regulations. AN deA AI devksa to W NCHRP350 approved. FIELD SERNCE6 Ato Z Field SerWcea,6385 Broadway,Oenvar,CO 80216 PH 303 164702 FX:1-877,324-2578 Email:dlurk9Datoz1ioldsvcs.com SW Ma pleleaf St o+ D m to SW Oak Wy m - U S D Haom o m aroa 100' eoa moa lop• 100100' 111111 � .�. SW Oak St 100 100' " o0' l SW Oak St 100 100' 111111 ! � Serle T P 5 100' � � I � FYO sbbtoWWcad paKg� 6 't 100 ft— 50flj ■Mlteartse aoewnM. 00' N 100' � ono U S D Z "° heetSiZO=11X17 Date:03/1512022 Author:Marco Graham Protect TIL DARTMOUTH TICi4RD A-SW Oak St 8 SW Hell Blvd N DWG f::25047-0013 Contmefo.In WOA Ze 1.:Tgson scah:Not to Scale Tp comments: Temporary Traffic CoMml to meet MUTCD 2009 and The City of Tigard mlae and regulations. N devices b be NCHRP350 approved. FIELD SERVICES Ab Z Fleid Services.6365 8roadway.Oenver.CO 80210 MCI MCImetro ACCESS TRANSMISSION SERVICES, CORP CONTACTS OUTSIDE PLANT CONSTRUCTION MCI METRO RROJECTENGINEER 314082OBERT NEWRRF FIBER OPTIC CABLE ROUTE PHONE:(503)314-0826 EMAIL:ROBERT.NEWBRE@VERIZON.COM PROJECT MANAGER:ANDREW BEISLEY PHONE:(502)628-9011 EMAIL',ANDREW.BEISLEY@VERIZON.COM ENGINEERING ANDPFRMITT,NG PDX VERIZON PROJECT PROJECT ENGINEER:ROBBIE GASTINEAU PHONE:(913)]48-2562 FMAII RGASTINEAU@OLSSON.COM PERMIT COORDINATOR MAGGIEBRANNAM E Y Y`�/ O : 2112CBCI PHONE:(614)625-4468 EMAIL:MBRANNAM@OL550N.COM Utility Reference Number : TIL_DARTMOUTH_TIGARD_A County: Washington City: Tigard, Oregon 811 DESIGN LOCATE TICKET NUMBERS) Site Name : Dartmouth 21365309 22025559 22033532 NOTE: S36TIS R1W ALL DRY UTILITIES NOT ILLUSTRATED HAVE PROVIDED AN ALL CLEAR OR HAVE BEEN A NO RESPONSE. SITE NAME / ID: DARTMOUTH/ 1707BKXU.021 START PROJECT: 45.44398, -122.77428 END PROJECT: 45.43504, -122.75921 " " , ® "`"'"'"`" SHEET INDEX LOCATION MAP - - Sheet List Table Sheet Numb r Shea]Tile C SW 1 COVER Z' sw Low St 9.+F Wri s, � "" •""�" ® """""n' 2 SHEET INDEX b LOCATION MAP L ., nrim•.ST ® nucwr • `m.u,x• 3 GENERAL NOTES Vz D „sn 4 BILL OF MATERALS ' - TIL—DARTMOUTH cwtaeser S- AM tlrus7G _T �. s PIAN SHEEr1 '�_ a PORTLAND NED SW Cocust 5t 6 PLAN SHEET:- R MIBbglr 3:_ PREPARED Iron: i iChMl < w 7 PLAN SHEET s. g M``' 8 PIAN SHER4 r+' 3i 3 z MCImetro 9 PLAN SHEEP 5 " ACCESS TRANSMISSION SERVICES CORP ID PLAN SI ICU `[q. :.... �� I I PLAN SHEET 7 05 10 12 PLAN SHEET - S1N�6dA S1 13 PIAN SHEET TIL 5 0 N 14 PLAN SHEET 10 Ili Q 15 TYPICAL DETAILS Tmm xe xrm,zww.mnemes • m"u,n,on nzn � SW(✓tir S! � I,m m�na�"„ �wom.m.�m 16 30x6M30 HANDHOLE DETAILS Z 17 EQUIPMENT DETAILS `,'EDIT x'nr'1 TUry 18 FIBER DISTRIBUTION TERMINAL DETAILS5w pw*Lo f. 19 iABLEABRUPT EDORKZO ZONE \, ] 20 INTERSECTION WORK ZONE DETAILS �ZZ 21 TEMPORARY PEDEARAN ACCESSIBLE ROLPE G Sw trrv..1. tw �A,rx i e ��u a }1/YBi0f81 C1.kD'1 St ° I:=iea 0 nEL, a xx e mtD 2 a CONSTRUCTION / GENERAL NOTES � ,.•x,.,„„„,•,o� 1� ...1„N 69Y x CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTES .. e.,w.x M0 �.-..r... 1. ALL UNM9OROME CCNCURjCABLEWKL BE PLACED AT W ITIRCAL COVE1.1=SPECPED I. AUVICATSXALLBE COMREIED IE".ANDARDS SPECIFIED BY NIEMSEATRE.AGENCY CITY. 1. COMM WILL BEND HpH6tMAN CRROMROOR. OMfRNUE ON THE CONSTRUCTION DRAWINGS.DOT ROADS SHALL HAKE CONDUIT/CANEPLACED 2, ME CONTRACTOR SHALL PROVIDE ALL LABOR.MAIEIIIALS.MOLE.EQUIPMB.TRANSPORTATION ]. CONCERNS WILL BE OFFERED INTO TRUNCETLES IS'IN TENGER ew xx• AT ATNNMUM DEPTH AM POWER SEAVCES NECESSARY MR AND INCIDENTAL M COMPLEMIN Of ALL WORK AS i. ALL WORK SHALL BE EMBEDDED N ACCORDANCE WITH OSHA REGULATIONS.PARTICULNCTH AR gATUR ON E DRAWINGS AHD/OR lS SPECIFIC)HEREN. 3. CONDUITS WILL NOT BE LESS IXANYFROM AM WAIL OF ME NANDNOIE OR MANIpIE. •d•°' -. urtx uwa ENPHA9IS HAS BEEN PLACED ON ME RFWRWM TO SHOW ORSLOPE ALL IXCAVATIMS GREATER 3. THE DRAWINGSARE DIAGRPMIIC ANAND INDICATEMEGENNtALAWANGEA1Ervl Of SYSTEMS AND A. EFeRY CONDUITS WILL NAPE MULE TAPE PERILED THROUGH,AFCIXPANDPNE PAW. MAN FOUR H1fHT DEEP, MUIPMEM UNLESS OMERWME INDICATED BY DRAENSpNS OR DETAILS.REACT EAUWMEW 5, DO ED WILL OESEALEOMENTUANCEOFXANCHIXESANDAHY OT6 HOLES MADE KttI RE �1yn- M�Nr Y 3. A STATIONING 6BASfDOry ASW NTmWhIAAIION.IHERNORE SOME VARIANCE SHOULD BE LCCATIXIS SHAµBE GOVEIM®BY gCMAI RHD COND11pN5 AND/OR INfIRUCTONS OFME REPAIRED USINGFAORTAR. ew ANfICPAIED.ADNS1 ASNffC®. ENGINEER ANp/pf gVNERS R®RESEMAINE. 6. WHERE GROUND ROD 6 CALLED FOR 06 NOT TO EXC®6'M FROM AND WILL HAVE ACORN M:rt xn w• a. WKROAD COMMUNR:ATON AND SENAL CABLES TO RE LOCATED PRIOR TO C01151NI a. ME CONTRACTOR OPERAMMJS SHALL BE CONFINED TO AREAS OF NEW C CNSTmO1ON. ATTACHED. � M° ACTNIM BENXI TO PF OMEN eB HOURS NOME PRIOR TO CONSTRUCTION OR AS REQUIREDBY °WAN sx PR"T S. ME CONTRACTOR SHALL BE MOMENTS!FOR REPAIR AND/OR RESTORATION Of ANY DAMAGE TO ). LO SOUS ALL BE F6TALL®. _ ME RUNG ACC ESS ROADWAY AND ANY ADJACENT FILE AS A RESULT OR HIS USE DURING S. FINISH GRADE AROUND NANOMOLfS WILL BF RESTORED,COMPACTED.AND IEVH WIN ENMESHES. _ 5. ME CONTRACTOR MALL FIELD WAKE ALL MUSLIM STRUCTURES,COMMIT RUNWAY,COMMNS, DETERP OMEN ALL OFFERED AND DAMAGED AREAS SHALL BE WEDGED TOMER ORIGINAL _ PLAN DIMENSIONS,AND SHALL IMMEDIATELY NOTI MOON CAN6iRUCTON MANAGER ANO TALENT CONOHION OR NOFR UPON CON°LENON OF ML WORK. 9. HAMHOLES WILL BE CUBAN OF ALL DEBRIS. ENGINEER OF ANY DISCREPANCIES. 6. ME CONTRACTOR SHALL REMOVE ALL WASTE DEBRIS AND TRASH FROM ME AND DEPOSE OF M A 10.TRACER WIRE WILL BE PULLED WITH RACE SAFE AM ATTACHED TO WALL PER SPECNCAMN. F-M, ® ...... 6. ME CONTRACTOR SHALL MAKE NECESSARY PROV6gM TO PROTECT WHENG MPROYFAIMR, LEGAL NAMED DH A DAILY PA. IT TAGS WILL HE INSTALLED ON CABLE N EVERT HANDHOSAJANHOIE AND HUED CUM CORRECTLY RV mA. BURS PAVING.CUM,GALVANUED SURFACES,EIC.,AND UPON COMPLETION OF WORK,REPAR ANY 1 ME CONTRACTOR STALL WALL ALL MITI AND MATERIALS N ACCORDANCE WITH ME AND LED LAITY. A'°° �4 ® x•xx DAMAGE THAT OCCURRED DURING COMTRVCFOIRON N TO ME SAAR OF TLIF6SON ECTIM IO. KOC-• Y� ••"" AND/CR Cm INSPECTOR. MANUFACIURRS RFLOMIADFpANONSUNLESS SPEC6CALLY INDICATED OTHERWISE IN THE 12, PROPER SUCK AND BBID RAMS PER SPECIFICATION. OR •. I x.rax. CONTRACT DOCUMENTS OR LOCAL CODES REGMATFEMS TAKE PRECEDENCE. . ALL ADNAL STRAND WILL BE 6,W UNLESS OTHERWISE SPECIFIED CN THE DRAWNGS. II LASHING WIDE c1AMPS WILL BE Fq FARMER MAN I2 FROM MRWGX-BOUT AND WILL N TGHT FLLNY MIx14x B. ALLWAPPLIKABLEORK COORMRDANDM/.TS AD ORDINANCETFUTALUEED L BE CONTRACTOR TRACTET ACCORDANCE WITH ALL ANDUPROXI. 0. ALL GNCHORSRANO WILL BE FW DOUBLUNLESSE OMD.1T SCPECIFIED ON ME DRAWINGS- TO COM Pt ARE CODES.I AMMO ANDS,ORDINANCE AND LA FUL OSHALL SANEAIL NOTICE TOED AUT ORITI ALL lAYS.ORDINAROBLO LES,REPERFORW HATTO M3AND LAWFULORDMECHFFS OF ANICAL Il CANTERS LUBE ILL E UNEIHUD YU WIIHD.ISWRE AND TPRUE SHINGOF WIRE CLAMP GMECLWILl BE AND 9. All ANCHORS WALL BE6'LONG.COUBIEEYED.10'SCREW TYPE UNLESS OMFRWRESPEGF®ON ROUND AUTHORITIES XAWNG JUR6DICTON OVER MEPFRFORMAHCEof Mf waaK.MfCxArvICU TIL-DARTMOUTH ME DRAWINGS AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLEABLE MUNELPAE I5. WANFIRS OM LASHING STRAP,TERM,NSIDf OF IASHMG WWE CLAW,AND NO FARMER 10.ALL AHUM CABLE STALL BEOW EFAMMR VSMG E,.STAINLESS LASHNG.1 AM UTRM COMPANY SRECNCAMMS M WELL M LOCAL AM PAU CODES,ORMANGES AFC MANYfPIXA B1ELASHNG WNECIAMP_ 11. AIL CONCEDE D4L N 2W INCH INSIDE CHAMBER HOPE SEEN 1 UNLESS OTHERWISE SPECIFBD ON APPLICABLE REGULATIONS. 16. AERAL TAGS WILL BEAT SWITY POLE ATTACHED SECURELY TO FIBER WHEN POSSIBLE.IF ATTACHED IO PORTLAND VIED ME DRAWINGS, 9. ME CONTRACTOR SHALL LIPERILE AND DIRECT ME WORK USNG THE BEST SKILLS MA HEADLINE STRAND TAGS WIFE N SECURED WITH ZIP TES. ME CONTRACTOR SHAH BE SOLELY RESPONSIBLE FOR ALL OF ME CONSTRUCMNI MANS. IZ. ANY MGRUCNJH THAT WILL COMPORT THE NITER CABLE WILL BE REMOVED F PORES,OR A PREPARED FOR 12 PLLPoOEC CONMNSWffPS SHML BE MIN 1q,T'RADYS UNlE550MFRMSE SPECIFI®ONIHE �B DRAWINGS, OF ME OKUNDERfTH 1COUENCOAND PROCEDURES NTACTA DCOCRDINAMG ALL PORTIONS GAMESTER RAGE CE.ME MCI OFMEWORRUNDF AND MECONTRACT OWEINCLU RS REEPERNOCOMACi ANDCOOFCNAIOH WITH THE 18LIT. CAME STORAGE WLL HAVE SNOWSHOE WSIALLFD WITH P1lOPfR]RE ROIL BFPO RApJS. IS. K.U.MAE MUM VERSION M CAMS REACHED RILELIST. PROARMOCK MACTORAHD EE OWNEWER FAREAA CUBAN 1A TURING ME CONTRACTOR BE STC NT CTTLCAL CORRKRYTOCABLE NA NOLB BREAKAWAYS PRIOR IO. MECONRACIORSHALL KF Gf UIPMNTNOTSP NAND X RMAREED6PC6EO BETTY . T9' A NDIMALR6ERDATTEE EAHD MTACXEDiOS1ANCORS ULE IX6NNG STANDOFF WHEN POSmIEI 0®RIS,RNT M BB CLAD 4CEMOVE.AVFREFR PE.'P.W Mn.DUa.ORWUFMRTI. GROUNDS MCANSMIS Imetro I5. MECON1MCiCR MUSICOMAC1lOCU UTILITY LOCATE SFRVICFSAMNNWN 72 HOURS P9JR i0 LUNI NFAEU6ES IN CLEAN CONDITION AFC FRfE iRpA ANY PAINT}SIOTS.OUSI.OR SMUDG90F 2P AT EWRYSWLLNARACXED AIMESiRAND.At MfBKANNING AND END OF AN AREAL RUN AND CONSIRUCIOH. Arvr NAnRf. AT EVRV FELE POLIES IN AC TRANSMISSION IA ULWOW DS ORALONGMEMBLICERS. ROAWS.FLAS MA, RE RAGS ANDMTO WE AGMENAHBEUSEDES/3ElY TI,ALL DIMENSIONS PERTAINING IO BUILDING ENTRANCE FACRIIIES/JN MHONG PENETRATIONS ARE 21.GOWN GUYS RAL N IMPASSE BRUCE TO AERIAL STRAND.ON US OWN ANCHOR EIGHT,WIN SERVICES CORP SlAxpwaM.WARNING D[vY33,GUARDS FLASHERS,RAGS AND FUDMB.I MALL BE USED AS ApPRO%IMATE MIS HE SOLE RESPONSBM OFMECONSIRUCIOH CONTRACTOR TO VERTY ALL JOHNNY BALL AND WARD NSTMIED. B•R FID REQUIRED TO PRGWCE ADEQUATE PROTECTION TO VEHICULAR RAHM,ME PUN IC AND WORKMEN. MAKEWPI SEASIS WORKM004Y5 PRICK 10 CO11NAC1ON WnX Mf GUIDING OWN9f OP STATE LAWS.Cm AND COUNTY MUNANCE6 MATIVE TO WORKING NOUNS,TRAFFC CONTROL ME NNgrvG OwrvR5 WORKING DAYS CONSTRUCTION NTHE CONSTRUCTION 22 STRAND ATTACHMENT WILL BE NO CLOSER THAN ONE BOOT ROM OMR UILIIFS ON POLE,AND WARNNO SONALS,COIAR OF SETS IN MSHRS,GUARDS,RkGFEN,ETC..SHALL BE COMPLIED CONRACED WE TO NOFNORYING MEYDAMAECAUSEDSIES BY E CONSTRUCTION AONFSIXE NRAOM' P FTONWORRNG ON OR NFA4ANY PUBLIC RpHi OF-WAY.ALL DENCF5 MUST 0f IN PLACE EXPENSE OF THE OONSIRUCNCN CONTRACTOR. PRIOR i0 MESSARIOF CCNSIRUCTUM AND SHALL N MMNIAINED BY ME CONSTRUCTION CANRACMROURNGCONSTRUC1p. 13.MCI COMPRISES THE FIXLOWINO OPERATNG POWER. Il. ME CONSSUPCION CONTRACTOR 6 RESPONSIBLE EOR SLOWING AND BOEING ALL MANMOLH - BROOKS FBFR PKOP6TES,W. I O PRIOR TO ONE"NO OPEN FLAME FORCE.LIGHTED CKI CIGARETTE OR PIPE SHALL BE BROUGHT MCI METRO ACCESS TRANSMISSION SERVICES.LLC.' NEAR OR SO AN OPEN MANHOLE.THIN RULE SHALL BE OBSEINED EVEN THOUGH MIS INMATE - MCIWOMDCOMNNWJRKSERVICES.INC. THAT ME ATMOSPHERE 6 REE OF COMBUSTBLE GAS.MANHOLES MINT BE COMNUOWLY XO COMMUNICAEgxS VMIILAIED UALI MSPS WRING WORK WITHIN ME MANHOLES. NEYMNK COARMUNICAMHS ILIUS NEelman wa,wFdlg6 IB ANY AND ALL DAMAGETO ASPHALT,CONCRETE PAVEMENT,CURM,GM&Y,SIDEWAIRS.PAVWS, - MFS IESCOR,.NC. F-1-1D DEB DRAINAGE IONONES,EMBANKMENTS,ELI TREES CRASS SOD.EIC..SHALL BE NE SOLE MECOMNSA NC. MUNICIPAL NCITE$ 1FNSFIU.n.0 F� el-UPTN6m REIPOEMBILEY OF ME CONSTRUCNONCONRACTOR AND SHALL BE VACDATFLY REPTRED TO THE IMRM®IA,IHC. ORONAI OR MTIER CONDITION AT THEREFORE OF THE CONSTRUCTOR CONTRACTOR. -THE MCI RADIUM WITHIN MIS CONSTRUCTION PACKAGE AREHRG BY ME MITI I9. MECO SRUCICNCONIRACTORSHALLNOTSIATAMWORKANMANAPPROVFOPERMOCR EFUTERESI INDICATED BY AN ASTERISK. WHETHER APPROVAL FROM NE REUERW OWNER 4 M MER POSSESSION. 15. ALL WORK TO BE DONE WITH EFTREW CAUIONI FIBER OPTO CAME 6 CARRYING TRAFFIC AND LO55 CONTRACTOR NOTES: X.ALL RENAMING WITHIN CELL MECOMPOLNG TO BE HAND GW. OF SERVICE WILL RESULTIN LOSS OF REVENUE.CONTRACTION SHALL FRETWORK IN A MANNER MAT I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRKJR TO ZI.ALL FLOWING DIMBNSpNS AREfROM SCORNS OF PAL4MFNI OR EOPUNLR6EPKWFO BY PRINK. MAY AFFECT RUFC{ARRYING FACKI IN ME ABSENCE Of M MCI EMPLOYEE OR CERTIFIED COMMENCEMENT OF CONSTRUCTKJN AS REQUIRED BY THE JURISDICTION CONTRACTOR. HAVING AUTHORITY. 22.FIBER 6 COMIDRED MAJOR MMESAL ARE REGUPJD TO BE 4WOFM THERE IS AN ENGINEERED 16. LOCATIONS Of SOME OF THE MEDICAL NAMES WERE DETAILED FROM GAI®RAMEAD KRONEN FOoucE AND AN AS."IO ACMAL PLACEDI FOOTAGE FIBER CABLES NAVE VALAATON MAPS OR OTHER ORAWMGS.AND MAY N AS SHOWN OR DECI[D ON MESE 2.RESTORE ALL AFFECTED ROADJCURB PAINT AND ANY SIGNAGE DAMAGED ■■ ° SEWENneL NUWM WORKED WED MECABLE MEATH.THESE SEOLENnALS ARE A RUNNING OR REMOVED DURING CONSTRUCTION. TOTAL OFME SINGES CN THE CANE END M ENO. DMWN41. 1). UNDERGROUND UNmRE NAT NECESSARILY PLORESARCMAVAIUBLE RECo4AMDRRD S.PUGTAINA MINIMUM VERTICAL SKI A.PLAEN CED MUSTHE SEEMED EDTSEME ePPRLNUMBERs CORRESPONDING TO ME TOTAL IENGM ATSAM]ED FLwT 4DVANCE OF TRENCHING, TxWG,M HOPE LOCATIONS50wR BNGESIIED A.MAINTAIN SE ER AND WATER FALSITIES. NSEPARATION OF IB"WHEN PLACED HOPE IN IOENFRENCH. REN H.HOE REEL. ATKEPARMNT AN A MADE MEWEROF RLOwNG,OR RARE DRILL,50 NAT CHANGES IN CR PLACE STA ERANDWATH MINIIRES. 24.WHENPLACINGLINE ROM TO AN OPEN IR OF BACKPEwM BE PLACED UNDER TEMBEFIR SAC CBELTW FAnIrtwRA THE RAACEMert cAMMMADF w Evert oicox DUTIICTS, S.PUCE INSTALLATIONS WRHAMNJIMUM HORIZONTAL SKIN TO SKIN LARGE OR SHARP ST RPVRMKS R OFFERILMEARGE NAE121NCHES AT M YCRFKL WILL BE LMANST E 1q. TNEIXISIENS WERE ADOPTIONY F AHYVH0RRG4WND SEARCHOF RSTRVCMRB MOWN ONAND WIDE SHALL E STORESORTWEDAN COMPATEDIN THATMAYLI ,ASED EDYT COUNTYAECUMV ONAMED ACTUAL MSPKMNAND A LAMBE OARCHOMGROUNDNECmW SEPARATION P SEDCOCUTS.F R AL WATER CROSSINGS I..SMALLNME<HAHgA.02L REAlA DOME AGENCY PS RFGURED BY 1Xf BESOMEREGORp FERENTMT THAT SHOWN. FLAMBEOFIS RMUIREWO MONEY ME MAY 6.ALLPROPOSTSCIONS CUTS.FOR UM18"YCROSSINGS NT HE R/CEA WATER vLL CAB MANAGER, CEDRHOPE WILL BE RORER PENMN 4GENCYREOgREMENR. BMMEA HUgROUGH FROM iII.ACOWALLME CONTRacrOR6RRDDIR IDVERIFYMf FACILT WA TEUSTMA NTA ELANMIN MUM S I TO VERTICAL SKIN TI SKIN CLEARANCE 25.ALL cnBLFsvUCED1RHDPEWUBF SFPIEDIAMEDIAIffYAFTER MsraunnoN. IHFORFM1pNTTNRoucH Bn OR BY COxi4cnFq nE ARm cEAPAMESGIRKnY,PalON TO FROM WATER FACILRIES.2'MINIMUM SKIN TO SKIN CLEARANCEON IIS"A 2A-ALL CDWI HERE AND INNRDUCT WILL BE SEALED IMMEDIATELY AFTER PLACEMENT.ALL DUCTS EXCAVATION. URGER PIPES WHERE CROSSING HYDRA HIS INCLUDIN G FACILITIES NOTED AS E MRNC WILDING SHALL BE SEALED BOM AT ME POINT OF ENTRY(FIRST W IM WIDE)AM AT 20.ALL KNOWN"NED OMVUC NS ARE SHOWN W ME CONSTRUCTION DRAWINGS.ANY AND ALL C RRICAL IN FRASTRUCTURE IN THE REVIEW AN D A MIN MUM&HORIZONTAL SKIN ME PONT Of EARacwCE IF1RST RIPOSTE LOC ANON INSIBC WITH JACK MOON PLUGS OR DTHREER COUDAMAG®ALSO THE DEPENDABLY of ME CONTRACTOR TO LOCATE,PAq T, EDISNNENT. TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND 21.ALL CORBELED WILL BE CAPPED DURING PLACEMtM AS WELL M AMR PLACEMENT DO PREVENT ME 21,NO OPEN HERB OF ANY KIND. CONSTRUCTIN G WITHIN THE PROXUATTY OF MA INS,APPU RTENANCES,HYDRANTS, ENTRY of FOREIGN OBJECTS OR SUBSTANCES INTO ME CONDUIT. LES.ALL ITS Ina THAT WILL BE CROSSED BY DNEcmwL DIVIDEND WILL N DRENCHED TO ARTY AND SERVICES/METERS,AN D PLACING WIRE ANCHORS.GUY WIRES CANNOT BE 2B.F ME CABLE S EASE 6DAMAGED,THE FUSION COF6TRUCMJH INSPEOHM WILL WE NODDED LOCAROM AMD GERM. PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW OF MMEDIADRY AND ME CABLE WILL BE SUSPECTED,AND WATER PLACEMENT, Tf4IR AN•ilfLH NRA Fx6C1K11 USES" fYlb9MY NYM N N.G MNCKNIT T.ALL SHOE O LM/IMNIKKES RAM pEGROUNDED TO CONFORM TO ME VENECN TYPICALENOERNO DRAWDPAWFEINOS. 30.WHEN WORKING WITHIN AUDI ROADS OR WOTRGM OF WAY ALL CONCRETE USED MUST MORAH®^ INSTNIw.INW. APPROVED BY UWE MFD '. 0 BILL OF MATERIALS TIL-DARTMOUTH PORTLAND NED PREPMED F( t MCI MCImetro ACCESS TRANSMISSION SERVICES CORP w. TILSON ]LO]MF,Yps.WM F.WM 6 .WIbY(Mt]]YI GT Y.OIMnrom 11 ; nn®.c vrtr.uraFv MED0 ,1 / DIRECTIONAL BORE APPROX !� •Mun.". "� 1027'TO PLACE 1-2•HDPE. O NT DER SPANPATH:: f PLACE 28SCT FOC 4'X0'BORE PIT 118 BUR _ b - -� Y — 2' I+pp 2+00 M L7 .i......... 4' Icr- w-----w-----",= TIL DARTMOUTH 1 i PORTLAND NED I p d SW OAK ST O PREPARED roR: —_ -----_ -----_ -----_ --- = t— '� x _ ---30--=8 MCI ----- -----_ -----n I I I mc,mefro ACCESS TRANSMISSION SERVICES CORP I I I '•2'_w___--w— __ x,w a< f TILSON Rx�1 I 1 1 I 1 L � /1 1 � I .vos xe,uMa'ownvr:�ui,sn roc 1 R g 1 1 I EXISTING HANDHOLE STA:0-00,HHR 281251023 j �I I 1 CONTRACTOR NOTES: LONG:.12277431 LAT:45.4401 1 N 1 I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR SLACK: XBOXSD" f. TO COMMENCEMENT HAVING AOF UTHORITY. AS REQURED BY THE SLACK:50' =1 B 1 e 2.JURISDICTION HAVINGAUTHORITY. SPLICE:PROPOSED I1 I ! ; I SIGNAOREALLAGED ORCTED REMOVED DURIGANDANY 3.PLACE DAMAGED OR REMOVED DURING CONSTRVCTION- ' 1 I I p l 3.MAINTAIN MWIREINIMUM THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 19'WHEN CROSSING WITHSEWER MINIMUM I I S.PLACE EPARATIOINSTALLATIONS F WITH A MINIMUM H IUMES. I SKIN A w $ I TO SKIN SEPARATION RO MiNGS IN THE6. LL R/W OPO FD ATTER FACILITIES. OR MUST L UTILITY A MINIMUM 1 7 I + THETIC LS WATER FAGLEAR MUST MAINTAIN EMINMUTI 18' ISKIN TO SKIN CLEARANCE FROM WATER FAORITIES.2' WHEREMINIMUM SKIN TO SKIN CLEA RNCE ON 16'8 LARGER PIPES 1 I WHERE CROSSING HYDRANTS I HE REVIEW FACILITIESMI NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5' WATER FAC TAU SKIN TO SKIN CLEARANCE WHEN PARALLELING OF MAIACRRIESAND NANCESTRUCTINTS ANDHIN THE PROXBAfTY nx.wv.m.or u.v SE MAINS.APPURTENANCES,HYDRANTS,AND "inwimo+swM° m�`.w own^ CANN NOT LAC AND PLACING WOE ANCHORS.GUY WOES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. .x® s"ar"wEn 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 39 opNEDr 5 PD+ • • .:aa.,. o o........ I DIRECTIONAL BORE APPROK W 102T TO PLACE 7-2'HDPE- IM I _ W OSP:SPANPATH:: I - —_ S PLACE 258CT FOC — WFIB:BUR:: a DEEDED, O w NBORE PIT z 3+W F ® •uw ..a.. Cs: ...� HTOS ?;E - _._ _ _ TIL_DARTMWTH = n y.,,, oz PORTLAND NED PREPARED FYYI' 67C BORE PIT(REKOVE 3 Q �s LL _—_—_S ____—. _____s ._—___• __. MBS 30' 1 AW OAK$T AND REPLACE SIDEtWAL19 Z MCS —• — — -----s -1-- — ` --- __ I __ s _____ s _____ r _____ s _____ . z MClmefro R O ACCESS TRANSMISSION u SERVICES CORP C .c. u.R rn I Rn Rn• _,'-— TILSON 3Wl FF� r W.Orye Portlrd,Mf7IL in tlfaX•e.ten 1•MxJean j I CONTRACTOR NOTES: "A���� ■ IT$ I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTLMES PRIOR TO COMMENCEMENTOF CONSTRUCTION AS REQUIRED BY THE A JURISDICTION HAVING AUTHORITY. I Z 2.SIGNAGE ALLAFFECTEDOR REMOVED DURING AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. }f 3PUCE TRACER WIRE THROUGHOUT. N A MINIMU.VERLI TO SKIN SEPARATIONOF 18'WHEN CROSSING SEWER FACILITIES. S.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACILITIES. 6.ALL PROPOSED CONCURS,FOR ALL UTLITY CROSSINGS N THE R/W OF WATER FACLNES,MUST MAINTAIN A MINIMUM TTT VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' 2 MINIMUM SKIN TO SKIN CLEARANCE ON 16'6 URGER PIPES £ WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM S HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY na •oA�vu•w•x..o�ly.wm OF MAINS,APPURTENANCES,HYDRANTS.AND ner n•uww a•w.• nRi a.um® SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES �Ow@10Z CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT- 7- 7-ALL CONDUITSHALL BE PLACED AT A MINIMUM DEPTH OF 36' LAMED' 6 •0 'D • DIRECTIONAL BORE APPROX — F I 102T TO PLACE I- HOPE. — Ui OSP:SPANPATH:: b TJ .......... • ®,.ev..n.au = PLACE 288CT FOC N FIB:BUR- I W 4'XA'BORE PIT V ® ••• , eeurwxr III z to O (_ "� _. -. -� _ - "n R_.._..-.--___ 2. Y TIL—DARTMOUTH F e .. .n— a 7• - -- = PORTLAND NED Z 4' ' MCI u - ____, _____ s _x__22., _____s ___SW0AKST__, __--- MCImefro W = ACCSON ERSERVICES CORP -. _ C .e• wrz mNiw Y — w ____ _____ u TIL50 veo}•c uewe w...mee,e e bA.4.M9)}3J mn XgM(:e.Cd�1 CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILRIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED By THE IURISA HAVINGAUTHORITY. 2.RESTORE TOREALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF]$'WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SK IN SEPARATION OF S FROM SEWER FACIRIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACILITIES.MIST MAINTAIN A MINIMUM 18' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITES.2' MINIMUM SKIN TO SKIN CLEARANCE ON I r A LARGER PIPES WHERE CROSSNG HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING W RHIN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS,AND ei:.ie.cw `ew 'e m SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. ox.neoec va.wr.•a ee. 1.ALL CONDUITSHALL BE PLACED AT A MINIMUM DEPTH OF 3e MED 7 0 a _ .�m.tl.mx•xxx°L T /F u.una 1 �d / � ......... dC ro. � / ej �° •xcxax ® MlNI111N11 1 � / m2. .•..L-1 ... •°•°.°x..a x 4'X4'BORE PI'(REMOVE / 1 _ AND REPLAC E ASPHALT) / /S DIRECTIONAL BORE APPROX /• // /(/Y \ Z .,, ae x.v.x. W®°'wx.•..xx° A 102T TO PLACE I-2'HOPE. / y/ 4/ / \ 4'T •• •••• 4'X4'BORE PIT(REA%WE OSP:SPANPATH:: r \ H �; . ..r.•L �) • •.xn AND REPLACE ASPHALT) FPLACE IB'BUR 88CT FOC :/ / 41• \ __ W R x�N.. , ; ruff.L.xT __- v ...n _ ,tel //s! -��• 6 70+ z' TIL-DARTMOUTI- ____ _� Tn a 8+00 —m__ m / p 3 \ V.. z PORTLAND NED _ - °— --- *- _roc--.._ / ..af+� 0 I ! \ F PREPARED PORE 2' r , a MCI r 1 —s INSTALL HANDNOLE = B 23 40 / ————QF——s --— STA:10+27,HHRZsw OAK M ! 4'X4'BDRE PIT(REMOVE I LONG:-122.TZ054 LAT:45."4 = MCImeho _ \ AND REPLACE ASPHALT) I _—_ SIZE:30'x50WO' . ACCESS TRANSMISSION rrLOOPSLACSLACK L) SERVICES CORP SPLICE:WA-f—_—w SPLICE:WAw-----r_---- j; ra---� _ 47L4'BORE PR REiOUIRED _—_--w----_r--_--r— �— DIRECTIONAL BOREMPRIR 1389'TOPLACE:: HDPEI PLACE OSP:SP88 TFCCe T I L S O N I I FIB BUR B I v�axuxo° 61 ['F'ry.W'Itl1�85 ro�exa,an vzr� 1 I � I I _mac ,m R,om.m.wm Isom,.-.mom I j I I CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. I 2.RESTORE ALL AFFECTED ROAD/CURS PAINT AND ANY B i SfGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. + 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IB"WHEN CROSSINGSEWER FACILITIES- S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKINSEPARATIONNN DUT,FOR SEWER FACILITIES. 8 6.ALL PROPOSEDCONDURA FOR ALL INTAICROSSINGSN M THER/W LS WATER IN LEAK MUST FROM ROM WA EMINIMUM IB' + VERTICAL SKIN TO SKIN CLEARANCE FRO"WATER FACIUTLARGER PIPES Ij I WHMINERE MUM SKIN CROSSING HYDRANTS SKIN INCLUDING LARGER PIPES WHERE CROSSING HYDRANTS HE REVIEW FACIA MS NOTED' / CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS,AND SERVKEE3/MFTERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. 77uL.m r.om — I.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTHOF36" cRMEDµ 1 0 U. ., W UI DIRECTIONAL BORE APPROXuxr W 1384 TO PLACE 1d'HDPE. w _ R,[ OSP:SPANPATH:: 1A1O°°�OM PLACE 288CT FOC III FIB:BUR:: W 3 11+00 • w......x.°.. .... y1Ij1BBB I I I I I I I I I I I I .. x..xx.. ,.a ox o e r.Nxs. 7 --RM .o.m.x....... C - ---A—roc 1 V S. F C \ // 4 TIL—DARTMOUTH ___ oc Z .————m I S — --m—_--Bm____—m-----9P__—__ I- PORT y_ __ 2 ED Z y ---- LAND N C s—__—_y _----s -- 5 _-- 5 Q PREPARED FCA: ---- s '-- --5 m-- -- --y -----_ ----- . MCI ---- -----s- -- ----- ----- swOAK sr --__4_r —_---w _ _----r _____ _----r _ 64' MCImetro r w r I —r ----r ----_r -----w -----w —_--_r ----- --. ACCESS TRANSMISSION r—__--x—_---r r_—_ _ SERVICES CORP 6 — r-----r-----r-- --r •__---r roc—._ ew art ew x. X .UI --ro:. —__.__ TX -"` TILSON q s�fl�L. ___ ILO1 NELLpM Wry,Widnp6 CONTRACTOR NOTES: olsso I 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR COMMENC EMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2' 2.RESTORESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18"WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN ` TO SKIN SEPARATION OF S FROM SEWER FACILITIES. 6,ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN / THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINNWM 111" IICA VERL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' MINIMUM SKIN TO SKIN CLEARANCE ON IC&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACIUITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HOR ZONTAI SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS,AND liil rs,"w.."—ix6n: uhnnP4a:'w„un SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES "'rr�p1L p1rm1p BI"'6°°°1 CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. R® exmrNwEa ].ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" MED 9 0 Bill .......... 17]17J ......o DIRECTIONAL BORE APPROX 1389'TO PLACE 1-2-HOPEaq ....... (D WOSP:3PANPATH:: m, PLACE 28WT FOC S ------- FHSBUR:: TIL-DARTMOUTH 15+00 Z z PORTLAND NED 6' 4 4" PREPARED FOR - --------- ----- ---- --4�w 1�----- --— MCIz I- MCImetro Z z O s ————— -32' ——— —- ———- ————— 0 ACCESS TRANSMISSION ...... ...... SERVICES CORP s ------ - --- ------ ----- -——— 41 1 ----------- SW OAK ST 19 __a____-a___-_a-___ 74'... --- M---- 0 ------ ------ ------ --- -- ----- 16 ----- -----w ---63-- ----- ------ ------ ------ ----- ------ ----- ------ ------ ----- TIL 50N CONTRACTOR NOTES: 1,CONTRACTOR To LOCATE AND EXPOSE ALL UffILMES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURS PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 38 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18'WHEN CROSSING SEWER FACILTIES. 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S'FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE RfW Of WATER FACILITIES,MUST MAINTAIN A MINIMUM IV' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FAC IUMES.Z MINIMUM SKIN TO SKIN CLEARANCE ON 16"&LARGER PIPES WHERE GROSSING HYDRANTS INCLUDING FACLITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORVONTAL SKIN TO SKIN CLEARA NICE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROX M FY OF MAINS,APPURTENANCES,HYDRANTS,AND IT A SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE 1:20 SITE SPECIFIC REVIEW OF PLACEMENT. — j DRZ7 77 7 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36- MED 10 0 TILME ® N n .. •. . ° ®M..•o _ 9CTTKJ CEI-LBG2EAPPE. ® . ! Y OSP:TOPLACE:: HDPE. W ••.,•«• © W W I O9P:9PANPATH:: ® •�•••••••� �E •«••�+••� PLACE 266CT FOC _ .•.•r..•.,.••.. N T -- -. FIB:BUIR N WE` 9.16400 _ _., r TIL DARTMOUTH N Y. _ •♦141X¢ _._ — 17400 _ ^' a - -- - -' g+00 G PORTLAND NED f PREPMED FOR: Q I I �____------- 51 ` �® _ -- __ MCI III I ®—w-----w-----w-----w-----w---- w-- --w----�� Z� MClmetro p s _s s s -- _s 26' O ACCESS TRANSMISSION Qs __�_=s _s _____ _____K U tl w I sw OAHM __ _—s ____s —____ _ a SERVICES CORP LL ---• __ __w __ _ • _w ____ —4/Y • __r_y ___ w --_ ____ _____ -• - TILSON aXEEx nux w x —w — __ _.....—._. IMINEMVMW.,WYJL96 PaNanG.pl IMa iMll tlf01E•i11.Po CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL URBIESPRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY I L SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. _ 3-PUCE TRACER WIRE THROUGHOUT. d.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION _ OF 18'WHEN CROSSING SEWER FACILITIES. 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACT TIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACIUMB,MUST MAINTAIN A MINIMUM 18' 4 VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 MINIMUM SKIN TO SKIN CLEARANCE ON 16!'&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS,AND _ cic, 'lam SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES ste ns OLO T CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALP 1:20x� SITE SPECIFIC REVIEW OF PLACEMENT. o4ul®er, srm NUX4a sev 7,ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTHOII MED 11 0 4 i 1 ,. tg u,.exe mux.0 -)q ® eu�.xasxr xr 6 �.wi.n R .x ^' . ....x. C, `� ' " I 1 + 4X1'BORE PIT TIL—DARTMOUTH t 01 __—Y. _— — ZO PORTLAND NED 8Fj DIRECTIONAL BORE APPROX W 138WO5P:TO PLACE 1•T MDPE. ��' Z OBP:BPANPATH:: co RACE 288CT FOC 1'X1'BORE PR(REMOVE Y a Z 8I AND ftEPUCE ABPFNLT) / � / ` \\� /w} / 3, � MCITE1if0 Z � / // //X" /, ACCESSSRVICESTRANSMISSION -- 19+QD -' + / SERVICES CORP Q 105 Z � / s / 1'/ \ Z t a V —s ----2`'s s ...OAK ST , /, 7-' 2' TIL50 a \ , N 0 tc 1714 BORE PR CONTRACTOR NO 1.CONTRACTOR TOLOCATE AND EXPOSE ALL UTILTES PRIOR — RIO RI _r r Rnv TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE r JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED RIROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. A.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18"WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARA nON OF 5 FROM SEWER FACKRIES. 6.ALL PROPOSED CON DUBS.FOR ALL UTILITY CROSSINGS IN THE R!W OF WATER FACILITES.MUST MAINTAIN A MINIMUM IR' V ERTIOAL SKIN TO SKIN CLEARANCE FROM WATER FAC ILRES.2' MINWIW SKIN TO SKIN CLEARANCE ON 16"d LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS - CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROX MRY OF MAINS,APPURTENANCES,HYDRANTS,ANDSERVI M6[ID.,Y A rEF.A 4RR MS YD1AlN. CANNOT SIMETERS, AND PLACING WIRER HYDRANTS CANNOTBEPLACED OVER CEMEN OR HYDRANTS WTIIWUI SCALE:1:20 SITE SPECIFIC REVIEW OFPUCEMENT. op.n®lY '�.+� . � 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM OEM OF 36" MED 12 0 A-. 0 mgw"", ............. . 7 -A- N 1A. SWOAK ST 3 ITAAAAAAAAAAAA ....... ----LAA —. -----• ------ ---s. TIL—DARTMOUTH • • 4' PORTLAND NED Z Z 0 - 2THQD 4- 23+00 2 -- --- ----r ------ v2' ARED FOR: AA 3-T �2 - z MCI 4)W BORE PIT 7" DIRECTIONAL 1.- 41 PIT z MCIrrSORRE ARM 0 1389'TO PLACE 1-2*HDPE. 0 ACCESS TRANSMISSION U OSP SPANTPATHI 1 0 SERVICES CORP WPLACE 288CT FOC K 0 FIB:BUR:: �lkj g —7— TILSON > lAIlAA',rII.,AL,LL A' CONTRACTOR NOTES 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR 1 i a TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. J. PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION Of 18"WHEN CROSSING SEWER FACILMES. R 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKINS OF NFROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE RlW OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IS- VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 MINIMUM SKIN TO SKIN CLEARANCE ON 16'&LARGER WES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINNUM 5! HORVONTTAL SKIN TO SKIN CLEARANCE MEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS.AND It_ —. II LAI Hama'IA AA oases SERVICESIMETERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE 1:20 SITE SPECIFIC REVIEW OF PLACEMENT. llu,�Al I 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF SN' 'E' 13 0 � .w...wn.x.w C p z F u — w".a LL = O O r......... .e..wx..x.w zo N - '�_� xa wux ux Rw C6 rm.arn•nnau - wsn.r•xxMAN—,_. •e MAN— W ® a �w � •..ff.•ox. W .a.ww x•ww BO' 22' SW OAK ST TIL—DARTMOUTH y dMMB---- w I _—_r —_—__w —___—r r --- PORTLAND NED Z ca _.__c O 2' .--�—��y Y �—�����— PREPARED Fqi: � _E 3r �♦ _ ___ _ MCI M Z • —r ♦ w __w ------ ------ -----w ♦ MCITn6atro h O / TO PER PERMITTED INSTALL HANDHOLE q!w --xM-- .- _ ACCESS TRANSMISSION 53 SEPARATELY WITH STA:24-16,HHR -- SERVICES CORP C WASHINGTON COUNTY LONG:•122.78524 LAT:45.44130 O SIZE:3wxBowo LL DIRECTIONAL BOREAPPRO% SLACK:50' 38 I --- — 18'TO PLACE I-2'HDPE. LOOP:SLACK: - - OSP:SPANPATH:: SPLICE:N/A PLACE 288CT FOC 4'XC BORE PR REQUIRED FIB SUR TIL 5 0 N i neN Poen.penwa.aaa.as Nan0.0P 972iV InbQBunlrcF mrn IFpiYeM1.agn � CONTRACTOR NOTES: �r k 1,CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR 1 TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.RESTOREALL AFFECTED ROAD/CURB PAINT AND ANY i SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARA71 ON OF IS'WHEN CROSSING SEWER FACORIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACKYHES.MUST MAINTAIN A MINIMUM 19' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.? MINIMUM SKIN TO SKIN CLEARANCE ON 16-A LARGER PIPES } WHERECROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROKOARY m, , OF MAINS,APPURTENANCES,HYDRANTS,AND ♦¢cra oc•im® SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES 'mssx"s`aa�m♦rtn wrs 0°"�� CANNOT BE PLACED OVER SERVICES OR HYDRAMFSWRHOUT SCALE 1:20 SITE SPECIFIC REVIEW OF PLACEMENT. 7" sKaT— 1.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 3V' MED 11 aV CONDUIT ENTRY DETAILS w _. _— ou—mo TYPICAL DETAIL'A" $ IpN^g^ TYP.SCHD 80 HDPE INNER DUCT BRANCH DETAIL - t1 EN.—" ®u'°""""""' ® ... ....^.. ........... ... ..x. V�R WMING MFRIS NEW 1.25'I.D.KILLED IN CASNG 1-002 EACHSOEI TIL_DARTMOUTH INNER DUCT BRANCH CANE RETAINFECAELERRANER PORTLAND NED PREPARE➢EENLO MCI MCtmeho NEW 1.25-10.PIA.LED IN— ACCESS TRANSMISSION SERVICES CORP TYPICAL DETAIL"C TYPICAL DETAIL"Do HANDHOLE CONDUIT ENTRY HANDH LE CONDUIT ENTRY TOP VIEW PROFILE VIEW TILSON 4��M NUT LES66MAN 2• HANDHOLE REDRI[iLLPAGM`ERUPIGSPiEAED WHMCAIEED PRUPGSED fANG11115 AVIl ON ON PRINTS. EIl19l AT ME ENDS M. Novurr.pStiwTtis w"m oaRw:r xxaTwWA' MED 15 0 30" x 60"x 30" HANDHOLE DETAILS 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECT ......°,.°....� AIMY EMIT OR ....w RW SMH RURHR w`SR - RUSH M W dAYCM RATrtRN o. POLwEA CONCRER COAL s,Rf' �"•• CUST SEE OETAI a FL011MG h ANNalI= 33• •x• Eaw \ xIrt LAVER EMS MAKER(1R) e \ „ SPRING C nu x.e.u.. • �Y' ......° JJ a SEE D NAME FLUSH MOUNT COVER DETAIL # ••...T °•� SEE DEIAI A �J T...w ax nu ,l 31 1/R- A 3/4• o A 1/1 3/4k 6•�� � ,r s TIL-DARTMOUTH TH (� Eaumm 3,1/2- �NR^m M'µ �� C C S/W 1 7/e- ' J PORTLAND NED SFE oET/l I SRR 12. o /6- AIEp FOIL w urr PRI e o , 3/e• T 1,,.1 ,/g• 11 1 MCI e•R e R 1/C NW -- - - -- �• t 9/16- 1 y �1 FNIGRE (IRFAr» 6 ,. . . MCImetro flNiE11 dll -HOLE , 3/s. FOR GROUND ROD LOCKDOWN DETAIL t 3,/.• ACCESS TRANSMISSION T— '• :- SERVICES CORP 30 Ilr 11/2• ax rA. 63 3/9- 33 J/e-JK -�.{•II RE 314 _ Tu -s ____ T- _ TILSDN I I JI T,l,l11aI.l R 1/2' II Pt•HOLE 3O IIII TT , 3/8• RNOCKOM Ihll «r.ox Rrxn I FDI GROUM Rao I IIII III( z DIEL EM IIII I ®�® IIIII -Ilgl- 3 3/e• (GR) I I KNOCKDV,S M. L IIII IIII EX"END Also M T� .,n• 29- ,o- E BOLT 59 RNOCMOUTS OKN BASE 2EAc s e stn wuL SECTION A-A 1 vCM ENO( SECTION B-13 DReR({R) POLwER CONCRETE pEfACWRIE BASE /. ��.. I 1 1 J/4- 1 1/22 2 1/2- SECTION C-C �.xw avw uwot x m°.et o.iris° .M[OIMY 4Y1011 A/.q M YAl1YT 13-01-X 60" X 30" POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLY NONE rPCZZfR CMKRM Fdt PEDESTRM AREAS FMIDu �d 0 .-m ....o.®....... .. ..,L,N,.—.E EQUIPMENT DETAILS 1'X 4' JOHNNY LOCK - _ ••�� LIFT PIN (2X) BOLTDO" (2X) — NON-SKID SURFACE EMS POLYMER CONCRETE JOHNNY LOCK .. ...."�� NON SKID P' (` COVE R BOLTDOWN (2X) SURFACE _ 2 ARMORCAST ARMORCAST _ LOGO LOGO U ."o.......q'a'�.u�.... UFT PIN " Yk 30 1/2* 17 1/2- ® EMS TIL_DARTMO(JTH PORTLAND NED POLYMER FLOATING NUT CONCRETE PRLPARED FOR: .. COVER W/CLEAN OUT HOLE (2X) FLOATING NUT -_i (FIELD REPLACEABLE) FLFL CLEAN OUT HOLE (2X) MCImetro MCI 19 1/4' (FIELD REPLACEABLE) 32 1/4' ACCESS TRANSMISSION 26 1/4� SERVICES CORP / 38 1/8" �• 1 1 j r TILSON oar a.m ix. m.on.em aweorn mom 24' 4lSSGm LIFTING BOLT OPEN BASE 2 EACH SIDE WALL II OPEN BASE NOTE: N4IE; BOX AND COVER ASSEMBLY MEET2 BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING ANSI/SCTE 77 TIER 15 LOADING 11$30 Salle"Y a1.--I. 1�"� 15110 Sa+laq aF".1. �n « N.,-" •+eos )7" X 30" X 24" POLYMER CONCRETE BOX ASSEMBLY w"�« -="e. c� e+eos 24" X 36" X 36" POLYMER CONCRETE BOX ASSEMBLY (ala) aaz-s"o (e+e) saz-laoc iI±MORDC.L iFAM1.C15 CDIFNIY REZZ"ON I ws—RI rimaww oewa m wan�oao.a.r opMED D FIBER DISTRIBUTION TERMINAL DETAILS :17== ti r 7.521N. e (8cm, (61 CY1 6.17p1 ..Y..... 2J .....,.r. (/dO CYI 11"cla i ----� TIL—DARTMOUTH PORTLAND NED MCS n o _- 0 0 o MCImetro 1177 K 11.73 IN ACCESS TRANSMISSION SERVICES CORP aa4loln (299 CMI r rw rr O 1-n- O O O __ • TILSON 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT n n.wnnwim"i<uicmi1O'n u i.am.:.mnm o wa�.sm.ar MED' TAPER TYPES Z FWFOA�MULA TAPFR Aryl a,3Mwn Nufea br erYnla manOrarnMmnry mmww•n J' hnaMe T.al!k gW.a, ♦ .r. wee ro wl«r •Snfan w•.w tem ienems TEMPORARY BARRIER FLARE RATE TABLE l f) +o - '. *SPEED(mph) MINIMUM FLARE RATE MI.kY IrwwJl MM Wb n �- ra•• u•aa� aww .1 wlll IMNM 3 Fr•n•wxn jr('. ,Xro.fr•rrr ,1 rmnMe lPr ncAtsl remn.nnw wm. ..v.ra...n 0 .0 101 sMyrra ��TT --XyrubNnr k45 wglewl.s.aa r•a -�t -L _ _ - an, 1+'I TIL DARTMOUTH i 131 PORTLAND NED PORTABLE CHANGEABLE MESSAGE FLAGGER STATION PPFPARO FOR: EXCAVATION ABRUPT EDGE SIGN INSTALLATION LIGHTING DELINEATION MINIMUM LENGTHS TABLE MC' R'VALUE FOR TAPERS(ft) SOrtg: N..lalaI w eekn BUFFER'a-/hl O urs iO""onit coIm� . . . ISmw Xkatkng T.W. MCIrt19h0 *vuw Mery X-. Id w.12 w.r5 w-10 hb.. Mw,mgYww•eMF•-M•w•WI•-,.•^a••+ne-f • spnF arta aar r.dO,Camrvl O.vk.,5lc0, Sw TCO wwIM Ta is 101 '2S 1a 145 7; nr rMw wak.vr<a►Xa ease vhr+•N I.bnMroabul N..^w xr.mxn-w�re=.we. la r•Y.FOxlno� ACCESS TRANSMISSION •b.a•a0•+d I bnl a per••. SERVICES CORP 150 ISO 10 210 100 • elan•bvrkul<aeprx•i0-a•eae nl all }f.ubrl»WMn }05 37T I 1}g • MIM rXvwaehn Nl•rareaYMJOednallk.rMa,eve ,.rru•urWwn.ma.N. See KOSeWbe TYk 46— G 3]S 550 ISO •kIIW Mnkaw3.m F100N•vMWw ndanf•e arms.,•arlM. "w °}row 630 IN VtKnl•.CN)_•CS rAn.hN'n11•([Ml.W rb-.,. uu,vlwar yrrwanayan alr«nwal x•an ro Inakan vraf0[nowmar+a. 100 EIO • CuaYr..bnyq ma um.r rr.M1k rarnrl a-.1<m I 4vfXA 1MrtK ))0 }0 Inroupnan ent+vFnw Frew fNtlMf 3xwn. yl lImm re 5!'..... of o'MMfe iMvn, NO 21 • M 1-vn 3qqnn nM.nYn M![a•nlrMll-gi Ur1lmrrm ernnve,nrrrlr.lm,i ® II VJEIICO!61RIXf10N 0 SIC 910 1Ohewa to OX�bn wn ullnaNwk Nn bq l•NMerF • ex Yq Nel a•r.mxray rarnM9 Mnt 10 }OC 1000M,-rMl..•+kn,In awm,ed bwa,aam. • wala-vu-ea.wa warHnv flwsmwrcw wr Ondrr fN^•+w••If*^allw Ir re'. T I L S O N CWII-9 +al nOrer,bnf mnurcef nn pwrkr,bn 3u.%en3,•a11 Mr<nna'.l aa.rt.In taJ,Wn ana S 1000 1000 10001 2so Na•ury 5yrr yore[nynwaYf Xaw aOnHaxtw[bn w,Iaa N!•a•IM.TOn a Nff. 1000 1000 1 1000 )e5 �l'�[°^y� • IIIpn,YM Mahwae,yrrapr•ru•,nu•!bn wrlM ror.A e•+S mpn nr nlgM. 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PCMS DETAILS Feeewe2 1000 IS00 26+0 +0 A ml rs rnr sOM resprNrxbrllrY o/ .r NOTIk rhe river+nO fltOlrld nOr be ;^I as ••yea n.!Occwr nl 1154rn •OMupaJnq aquurvnn ma+ 0h fp dlerlm»5arrtlJlawb«ec ca,v r vrn « MTxn,vor7"n' aAl, 9.eMvtvwure30x I n C amJu lrrolurtunsulnn9� _ TYPICAL ABRUPT EDGE DELINEATION - E/lecilve Dales December 1,2020-May 31,2021 TMSOO ..•w w. .X.r� "`n"aricm.'.ni`mr""ra:Iw Mf ee`..nE° pe.ntn er slap xuxelX I MED 19 0 ti iltil'�" + i o LIXI� — IMa + i �MN.T ---- � I\_�— .,.= 1 �•'xrwnxr �� ....n ' -_ - w•r^<,1Yn_ I �I ". rwa.J —�Nn.,n � n�W _.^.0 k:I- • - +,I ;� i I I I_ s • TIL DARTMOUTH I ;^— t I_ • I •'I ( - , P.l1" I I I I . PORTLAND NED �I E2-Lom,2-War 2-LANE,I-WAY j I— I:.1 I. I ` MCI SHOULDER CLOSURE RIGHT LANE CLOSURE I < I;j 11 I MCImatro ACCESS TRANSMISSION � nCane, - ry SERVICES CORP,c• SI- 1- I f 111 tli ,• ONE IANE CLOSURE RIGHT LANE CLOSURE,URE,NEAR SIDE r:g;:n Yp1J ftMW NOTrf fa44111ITy13: . 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I I I { ACCESS TRANSMISSION wuw u•w nr.x mM a N.., r nR O[ibllll It ae.Traa � I y SERVICES CORP •See lni.l"A'b.terw.LM,.aM IIaPG I r+la y .— Nrah. _ W-A Nahul rx.wp„e.••e,..m.. •a,N • u.r weNae aAa nl-...tln+.tl,6x'.60• I SMn•ra uw'. y+m..r.xr., I I 4�'. Gaf,IK.MI•+•ren>Oe ll. I .. I � JtA T I LS O N I r.u,a.w s.zw «...e••, .. � ._ L_-----J .r. M.nr.m.a,n rMnnu.n mm q� u• nn H SIDEWALK CLOSURE,MIDRLOCN atnrau NORlrOn eEE O[Txas L-------� SIDEWALK CLOSURE,CORNER • wlnn d•+IngwrdaatM m3fw•af a,•Pw we.MM «. - ___ ..r. __DLJ 30[i____ I«II ki G.n.le•An.voNGl4nr I+.IUk+.MeuN IAtwe3ro^rhlMl.dP r.IfeM G•A.IOM1u1MMfUpweTM y,•- .. 1 �... A ....,...r -, {: aMpuarr,by.rx,.4M arw wrl«IM. Q xNDq•EO[STLAX TIINiK ,•'• +.'•.. t ~ • na.IN nen-dl•x01 Nx Mlln wlv.wd.«1 w1y l.tx• IhG s</e[tron and Is,e/IMe Se:u y.e.ux+•Nw•.r^m w3xw.pnye.•rmn,.Mln wP ® Uraaacovszauctpx OREGON STANDARD DRAWINGS nbw r'(q � OP.e:rwrM,N 3G«c+e,•ry lOO IN•+bn rin rv.u. Slarw/�rdOriwrg.MnrhPf- nasnlWlU.NarlrnaK f— Onp TO 1- Q[n, wqx,#r+xr.mwred erMM enpinee;- TEMPORARY PEDESTRIAN I n iun r•e•N,nI.GN..I«naxk. • v+•r•Nf... ...n Pw•.b.[rew•eran Na+x M„ in.pmnrip/u.3M pvr(r[eA ACCESSIBLE ROUTES .ar•Mdln«u.EN rwenar+wMwao6W eerwn. zs rM1e Sxle resPN.ezL or npia`I,wir3aF e•r exn,In••d.«dl.F.a, rM1e u.er Nrd should n.l xrw OLTaaI a— «lRepsurwert d.Rafeisw rrdg£an - •rwA AddRionaif"SMMWaY • oe....a..+nke Ucaw. e+. sx . MUr. .-FOR SIDEWALK DIVERSION prnrrr EHwealy�Dara OweME6�r 1.2020 nr 31.7071 TMs" Y xun®.c a,:mwwa .n MED 21 D