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PFI2022-00112 V 0 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Request for Permit Action 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or.gov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPemvts@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor [City Staff Check(,")one REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED 2' 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#: QrT Z0Z2--Wf12 Site Address or Parcel #: t$w 72- S/ Project Name: T/C Subdivision Name: Lot#: EXPLANATION: Signature: Date: c312P/2422 Print Name: %r/ 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 • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended.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 S s Admin: Date 3 $ B Route to Records: Date B Refund Processed: Date I By Invoice Processed: Date B Permit Canceled: Date 14 Z 1 By VW I Parcel T Added: Date B I:\Budding\Forms\RegPemutAction_120518. oc City of Tigard PFI#: 2022-00112 ENGINEERING DEPARTMENT • . Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK TIL DARTMOUTH TIGARD B Project name: — — — D( TYPE 1-Franchise Utility Work Brief description of project: performed by NAVN,PGE, or utility agency Installing fiber optic cable via directional bore. ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer Work 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 Oak St and SW 72nd Ave 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 S-Tigard Triangle Phone: 971-235-0884 Email: robert.newbre@verizon.com Phone: NOTE: Type 1 and 2 applications may be Contact name: Robert Newbre emailed to rowpermits a n d-or.9-0—v. Phone: 971-235-0884 Email: rnhert nawhra4var'7nn enm CONTRACTOR INFORMATION ❑ Same as applicant Name: Tilson Tech CCB Number: 212930 Mailing address: 12801 NE Airport Way, Building 6 City/State: Portland, OR Zip: 97320 Phone: 971-235-0884 Email: iherbert@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 Six'Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 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 owner's 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 3/15/22 Applicant's or authorized agent's signature Print name Date Property owner's signature Of required) Print name Date STAFF USE ONLY Case No: PF12022-00112 Permit fee: Received by: SPV Date: 3/24/2022 Approved by: Date: Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.fgard-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 101/6 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 1-3:DETAILED SUBMITTAL TYPE 4: SMALL WIRELESS FACILITY 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 Sit/Hall Blvd. Tigard,Oregon 97223 • iiunzaigard-or gov 503-718-2421 • Page 3 of 4 1 SW " 1_ " lc� I Edge of Pavement Ditch ----41" Streetlight I — —•—•—•—•—•—•—r—•— f 1 1 I I i 7'propos d"S�ar r i�" I EExisting House z; Existing Ie . Driveway dl I cis I I I a! I TI 0. S f W19s'�oExisting Shop Powe 1 I rrro a Lrne ` I Lant(FH) I TTTI 1 1 Scale: I I 1 TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if n0i I I 1 I I 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 • u ww:tigard-or.gov • 503-71118-2421 • Pdge 4 of 4 SW Mapleleaf C[ SW Oak St 41 N n 100' D � m O a A 100' 100' uuni 100' '100' SW Oak St 100' 4100' � AN Na Parisi 100' are to be placed E a_ 2e houm before work. a a.s 'EsFA one ane road will aw8ch sides e EE� al tlra roatl tar potholing. MIS 1 MIS m 50' `�.o.' tip' f m w j 00' A e 00' Sheet Size=11x17 4-0 00' Date:03!15!2022 Author.Jeremy Folt w 111 prolent:TIL DARTMOUTH TIGARD 8 pC,b N DWG•::268254001 Contractor In Work Zona:Olsson Scale:Not to Scale Com NEP TO Temporary Temporary Traffic Control to meat MUTCD 2009 and The City of Tigran mics and ragulations- All devices to be NCHRP350 approved. PIFr n BERVICEB AM Z Field Services,6385 Broadway,Denver,CO 80216 P 303 1 164702 FX:1-877-3242578 Emelt:dklrk stoffieldsvcs.com SW Maplaleaf Ct SW Oak S[ f N N m vaaM j avoa + era "°'" 100' < trot 100' All No Parks are to ba pkcad 24h... before work. One lane mad will switchasides • of the read for potholln . 100' 100' xo xo0 =nexixe =a��x� rnexine 1111111 SW Oak St � 0 100' Do 100' g 1111111 I a n 7 cs �c 100' Pad xJo k to ba placed at the nearest cmaewalk. 100' V 100' p C 100' y aeRx ROM V WORM N NE .s R Sheet Size=11x17 N Date:03/15/2022 Author Jeremy Falbwwill Proleec TIL DARTMOUTH TIGARD B DWG#::25825-0002 Contractor In Work Zone:Olsson Seal:Not to Scale To Comments: Temporary Traffic Control to meet MUTCD 2009 and The City of Tigran rules and regulations. All devices to as NCHRP350 approved. PIELD SEfiViCES A to Z Field Services.6385 Broadway.Denver.CO 80216 PH 303 164702 FX:1-877-324-2578 Email:dki etoNeldsvcs.com Ped alo is to be placed at Me nearest crosswalk. w m � J < U10tl D D S 100' q A (7 100' AN 100' •� 700' 100' SW Mapleleaf Ct SW Oak SI SW Oak St 100' 100' e a maov xwtaaae Y ++ Al:'No Parks V ars to be plac. .a+. 24 hours before work. 100' o yxe < �xa $ One lane roetl rwill switch sldea .et a a o/the road fopoMoling. 1 sig 0 SW Oak St100, _ 100' 100. 111 1111 * 100' Sheet Size=11x17 w O N DWG K3 25825-00022 3 Contra for inr: reoWork IZo el Olsson Scala: or toect:TIL HScale RD B Comments: 100• Temporary Traffic Control to meet MUTCD 2009 and The City of Tgran rules and regulations. All devices to be NCHRP350 approved. • pose FIELD SERVICES A to 2 Field Services,8385 Broadway,Denver,CO 80218 PH 303 1 4702 FX:1-1177-324-2578 Email:tlkirk loneklsvcs.com N w � r3ry b warty � D nnom � aron m aroa m 0N3N 100' 100' ovoa 100' � O O100' 100' xa gg 100' M T 100' 100' 100' SW Mapleleaf Ct SW Oak St SW Oak St _ • 100' �100'�100' S6 annnve aix�ure mi ax sx f N 350' ,O• All No Palls �7+ aro to be placed 11 14 hour before work. N Or at II'llll w Sheet Size=11 x17 Data:03H 52022 Author:Jeremy Followwill Protect TIL DARTMOUTH TIGARD B �100' N DWG a::25825-0004 CentmtAor In 100' Work Zone:Olsson Seale:Not to Scale a a Comments: 8 n Enn Temporary W W Control 5 meet approved. 2009 and The City of Tigran rules and redula0ons. All tlevicas to be NCHRP350 approved. FIELD SEBVICEB A to Z Field Services,6385 Broadway,Denver,CO 60216 PH 303 1B-0702 FX:1$77 242578 EmaY:dkirk ataNeldavca.cwn f m N o � n z Hants � aeon 100• o O O 100• e low 100' 100' xG xG xGNO xM,MR NPgPG NPXNG PPWPxING e�" o� UJ e 100' 100• 100' f; SW Oak St SW Oak St SW Oak St l 100' 100• 100' �F> I rnau unrw ;� Je 7"nnirie aimerd ax ON erN "1 ax Gx ox 100' i .7+ 225' All No Parka 100' state be placed b Poco 24 hours before work. i D HER Sheet Size=11x17 N 6Oats:03/15/2022 Author;Jeremy Foil owwal Project:TIL DARTMOUTH TIGARD DWG K::25820005 Contractor m Work tons:Olsson Scale:Not to Style AZ Temmereft porary Temporary Traffic Gontrd to meal MUTCD 2009 and The City of Tlgran rules and regulations. An devices to be NCHRP350 approved, FIELD SERVICER At.2 FmkJ Services,8385 Broadway,DOI CO 80218 PH 303 111 1702 R(:1-877-3242578 Email:tlklrk alozfieltlaws.mm N n 100' N N 3 100' O n n 100' • $p0 pi= 00 100' SW Oak St SW Oak St SW Oak St . 9 100' 100' sA } a_ 45 ��e+ �gr All No Parka 100' aro hours be o e wr }g' a_gg 2e hOYB beton vrork. 1,,e� `6iSa DaaWM road,P awllM sldea IIE € afNa road for polnollna. E C � t Sd e5 1 zSFo� • Ir N � `! 00' < A e S A 00' Sheet Size=11x17 00, Data:03415/2022 Author:Jeremy FolkwrMll Project:TIL DARTMOUTH TIGARD B DWG a::25825-0006 Corrlreeter In Werk Zens:Olsuon SuN:Not to Seale aowr Comments: Temporary Traffic Conlml meatMLFrCD 2009 and Th.City of Tigren rules and regulations. All tlevices to be NCHRP350 appr.ved.etl. RELD SERVICES At.Z Fleld .6387 Broadway,Denver,CO 80216 PH 303 16e7024702 FF X:1-877.3242578 Emall:tlklrk atortbltlavca.com f o, x s xuow y t7 moa oa s D 100' � n e100' 100 MN xo xo oL 3,9 y I I' Y.xG Rnxke AYW� IY— z.i 100' 100' � 100' p�3 SW Oak St SW Oak St SW Oak St 100' 100'0100' �+ �-,— » ,,;,;;, >sp K ...,o. ...., ., ,o, an"a'w xni>g`ee ainirve miON ON ox ox 325' 100' 100' y •Tn T All No Parka O an to1be orwplacedy to boonm baton rork. � pp' 00' ;�4 a.Ao T sen D ANEA N Sheet Size=11x17 N Dote:03/15/2022 Author:Jeremy Follovnuill Pr. TIL DARTMOUTH TIGARD B DWG R::26825-0007 Contractor In Work Zone:Olsson Seale:Not to Seale 1b Comments: Temporary Traffic Control meet 2009 and The City of Tgran rules and regule0ons. All devices to be NCHRP35 approved. appved. FlELD SERVICES A to Z Field Services,6385 Broadway,Denver,CO 80216 PH 303 18 702 FX:1-877324-2578 Email:dkirk ah,z ldsvca.com ��a moa 100• w s n a m0• A 1gg' p�W 100' 100 ¢� SW Oak St • © SW Oak St SW Oak St 100' 100' C$° XK ��"�>CKAll No Parks 100' are to ae placed € 24 houre De/ore work. `- One lane road will swhch sides .rx ' �� ��c en he road for potholing. —3, g6 o, `E`no 50' w f V S m 100. O 100• OSheet Size=11 x17 700• Date:03115/2022 Author:Jeremy F.II..ill Project-TIL DARTMOUTH TIGARD 8 N DWG#::25925-0008 CaMraclar in Work Zona:Olsson Scale:Nat to Scale n�a TO Comments: Temporary Traffic Centel to meet MVTCD 2009 and The City of Tigran rules and regulations. AAll devices to be NCHRP350 approved. FlELD BERVICE91 A to Z Field Services,6385 Broadway,Denver,CO 80216 PH 303 16-0702 FX:1-977-324-2578 Email:dkirk afoneldsvcs.com � X )tl°rA rII xtlOM moa � moa 100' N 100' q AN < q m � f m •100 neoiE vvewv •100' rcvxiw v.v.xc akg 1000 100'O 100' SW Oak Sta SW Oak St SW Oak Sl }sa 100' C b O00' 100' O wM M1Y01 ^.NINNx,. Ex 326 100' N All No Parka f an b be Placed 2a bean beton clerk. T `r100- se V e a- noaw s ER f m Sheet Size=11x17 N Date:03/15 2022 Author.Jeremy Fdknew 11 PrmJect:TIL DARTMOUTH TIGARD B DWG a::25825-0009 Contractor In Work Zona:Olsson 9raN:Nol to Scale ri Oemorary Temporary to be Control to meet approved. 2009 and The City at Tigran rules and regulations. All tlevicea to be NCHRP350 epprovetl. FllLD EERI/N:EB A to Z Field Services,6385 Broadway,Denver,CO 80216 PH 303 16-4702 F%:1-0773242578 Emeil:dkirk alozfieldavcs.core SW Pomona St m m � u z m D O � 100' e 100' % 100* SW Oak St SW Oak St 100, 100 99 ® air a" 9s :.=� 1iz� All NO Parka 100' an to be planed pp¢1111 Ia $ 24 noun on work. 1,!=1 •�t��. OM IanB IOad WIII iWkCI1 Idea i of tlla nad for po0lolin0. e � z m m 100' 100' 100* o Sheet Size=11x17 gOeo Dab:03/1512022 Auther:Jeremy Follewwi8 prolaet:TIL DARTMOUTH TIGARD B noes DWG R::25825-0010 Corrfrodor in Work Zona:Oleaon Scale:Not M Scale awrn TO emmenb: Temporary Tm lc Control to meet MUTCD 2009 and The City of Tigran rules and regulations. All devleas to be NCHRP350 approved. FlELD 8@RVICEB A to 2 Field Servkes,6385 Broadway,Denver,CO 80216 8A702 FX:1�T-324-2578 Emeil:tlkirk ebNeltlsvw.com SW Pomona St aaoM Y3�1 y Otl < F 100' _Gy t» � o' D S � D � • 7 100' 100' RO RO MO XO M`yWp 1R«C..914 1/AHIR MRARG r B SIN Oak$t SW Oak St af� 100' 100'0700' �:'� 9111ftlV1 OIIRNI'd f11�R'I! �xam`rd M M as M 100' 225' y 100' y � � All No PaAs � are to M placed � D 14 boon be/ora work. D 100' sono 100' qau WJRN q Ei; Sheet Size=11x17 N Daft:03N572022 Aulkw:Jemmy Folbwwill Profsft TIL DARTMOUW TIGARD B DWG a::25625-0071 Convaaw in Work Lona:Olsson Scale:Not to Sale Tp Orpoary Temporary to be Control to meal approved. 2008 and The City of Tigran rules and regulations. All devices to be NCHRP350 approved. FlEID>!lRVIGES A to Z Field Services,6385 Broadway,Derww,CO 60216 PM 1&4702 FX: I—i 324-2578 Fmolh dklA stozlleldeves.com MCI MClmetro ACCESS TRANSMISSION SERVICES, CORP CONTACTS OUTSIDE PLANT CONSTRUCTION MCI METRO PHONE (SOGI314-08°BERTNEWBRE FIBER OPTIC CABLE ROUTE PHOJECTEN3)314-0826 EMAILROBERT NEWBRE@VERELON.COM PROJECT MANAGER:ANDREW BEISLEV PHONE (502)6289011 EMAIL'ANDREW.BEISLEV@VERIZON.COM ENGINEERING AND PERMITTING PDX VERIZON PROJECT PROJECT ENGINE ER ROBBIE GASTINEAU PHONE:(913)748-2562 EMAIL'.RGASTINEAU@OLSSON.COM PERMIT COORDINATOR:MAGGIE BRANNAM E Y Y,/A,/ 0 : 2112 C B C PHONE rI614)625-4468 EMAIL MBRAN NAM@OLSSONCOM Utility Reference Number : TIL_DARTMOUTH_TIGARD_B County: Washington City: Tigard, Oregon 811 DESIGN LOCATE TICKET NUMBER(S)� Site Name : Dartmouth 21365309 22025559 22033532 NOTE'. S36TIS R1W ALLDRYUTILRIESNOTILLUSTRATEDHAVE PROVIDED AN ALL CLEAR OR HAVE BEEN AN 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 SNrmi Numbcr Sheet ilfle �i .enu I COVER _ •.•••,w.. wxo" ;KYuwn? t1V"Sk c .."..xx. 2 SHEET INDEX&LOCATION MAP 3 GENERAL NOTES � r 4 BILL OF MATERIALS TIL—DARTMOUTH i 5 PUN SHEET 23 ? SW Dant St ` fWt.wxa St i PORTLAND NED 6 PIAN SHEET 24 a PREPMEB FOR: MCI] PIAN SHEET 25 B PUN SHER 26 m.xp*,#&S1 �4^N RTI: 1OMClmetro N 9 PLASHEET 2Z w ACCESS TRANSMISSION 5 4 SERVICES CORP 10 PLAN SHEET 28 II PLAN SHEET 29 sw c,k>I E3:Zj 12 PIAN SHEET30 13 RAN SHEET 31 c TILS 0 N 14 PLAN SHEET 32 ` N r vxgpxxp 4rponw•y,mneingg 15 rrPICAI DFTABS SSW PMB St o $� SW Bat Lr InFETH..x"1- 16 30a60s HANUHOLE DETAILS N .6 X t, V EQUIPMENT DETAILS IP FIRER DISTRIBUTION TFRMINAI DFlAl15 ?lB/SIMT.'�5T sw2v it I I A BEE ABRUPT I EDGE&`CMS DETAILS 20 INTERSECTION WORK ZONE DNA ILS •� t ' t ' 21 TEM PORA RY P ED ESTRK N ACC FES SHE ROUTE t: 'bffi+° Syl1 ' IT 7E y M CONSTRUCTION / GENERAL NOTES ITT .xl.Nx.Bx.Nx. CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTES IF ® .wn I, ALL UNDERGROUND CONDUrtKANEW11 REMCEDAT%OPKAL COVER UNLESS NEGf1FD 1. All WORK SHALL BE COARAMD TO MESHNCARPt SPSYIED BY MEPWMMNGPGENCYCIIY. 1. CONDUIISWNL BE NO H,GIER MAN b'FRCM ROgp. OM9MBE ON MECONSIRUCIgN DRAWINGS.COiRWDS 3NALlINVE CONDM/CAYEROOM 3, ME CONTRACTOR MALL W0`VRR ALL LABOR MA38fNI3.tt1019,MUPMENT.MAN5PORUtON 2. CONDUM WILL BE IXIBJDED INTO HAMMER Y- � Ai IO'pYNBNUM DEPM. AW POWER SDMCES NECESSARY FOR AND NCUENTAL TO COMPLETION OFALL WORKK ALL FWEH .ruxe 2 ALL WORK SHALL BE PERWRMED IN ACCOMANCE WIN OSHA REGNAHONS.PARTICULAR MCMED ON ME URAWMGS PNOpR K WYOMING HERON, 3. CONpV113 WILL NOT BE LESS IMANSROM AN'WALL OFMEXANLMIXE OR MANHOLE. EMPHASS HAS SUN PLACED ON ME REOUREMEMTO SIRE CRSLOPE ALL IXCAVAUEGM GREATER 5 TILE DRAWINGS ARE ONGRAMMA}IC OND NDICARME GENERAL ARRANGEMENT0FSYbIHAS AND A WPTY CONDUITS WILL HAVE MULETAPE PULLED rIROUGH,AHO RPM'DABLE PLUG. MAN FOUR 61FEET DEEP. ERAPASEMUNUM OMBiWRE NDICATED BY DIMENSIONS OR DETAILS.IXACTEOUIPMENT 5. CONCUSS WILL BESEALIM AT ENTRANCE OF HANDHOLES AND ANY OWNER HOLES MADE ME IS NO 3. ALL STATIONING M BASED ON ANNULI INFORMATION.THEREFORE SOME VARIANCE SHOULD BE LCCANEWSSHALL BE GOVERNED BY ACNAL HELD CONDTIR]NS AMIOR INSTRUCTIONS OF ME REPAIRED USING MORTAR. BN- x wMICIPKED.ADJUST AS NEEDED- ENGINEER ANDJOR OWNERS REPR£gMAME. d. WHERE GROUND ROD 6CALLED FEET R6HOT 1DIXCHO d'NMYTH AND WILL HAVE ACORN ,xry MHB ana Y. MY ROAD COMMUNOAMJN ANO SIGNAL CABLES TO BE LOCATED PRIOR TO CO MCT N 4. ME CONTRACTOR OPERATONS SHALL BE CONFINED TO AREAS CP NEW CONSTRUCTION. ATTACHED. �• w.e nexunexr ACIMIY.RAILROAD TO BE GNPJ 68 HOURS NOTICE PRICK TO CONSTRUCTION ORAS RCpNRED BY E ME CONTRACTOR SHALL BE RESPONDER FOR WAS AND/OR MIGRATION OF ANY DAMAGE TO 1. LBS MEET WILL BE INSTALLED. anBe, PEIMN ME IX6N1G ACCESS ROADWAY AND ANY ADJACENT STIR K A RESULT OF HIM USE DURING 5. ME CONTRACTOR SHALL HKD VEMFY ALL p61MG SRUCTURB,COMPEL PµNWAY,CON(==, CONSRUCTON.ALL DISMISSED AND DAMAGED AREAS SHALL Y RESTORED TO TO THEIR ORIENTAL 8. SHIM GRADE AWREVIEWED,UHD HANDHOLE5 WILL K RED,COMPACTED,AND LEVE.WIMNm gOSES. PUN gMEN6ONS.AND SHALLIMMEDWTELY HOEFT MOON CONSTRUCTION MANAGER AND MON C)HDIIION OR BETTER UPON COMPLETION OFµL WORK. 9. HANDHOLE WILL RE CLEAN OF ALL DEBRIS. --_ . sxx R.Alx ENGNEER Of RUBE DISCRfPANCIE. 6. ME CONTRACTOR SHALL REI ALL WASTE,DEME AND RKX FROM AR AND D6POIE OF M A 10. TRACER WIRE WILL BE PULLED WIN RACE SAFE AND ATTACHED TO WALL PER SPECIFKAION. • a A MECONIGCICRSHAIIMAKENKMARY9ROV nmTOPROTKTIXMMGgAPRpVEAEMS, LEGALMANNER ONA DAILY EKG. 11, TAGS WILL RE INSTALLED ON CABLE MfVFRY xprvpHOLE/MANHOLES AND FILLED WTCORRKRY ne xrexu raxex naxxe PAVING,KURR{.GALVANIZED SURFACES,VC,AND UPON COMPLETION OF WOKS REPAIR ANY P. ME CONTRACTOR SMALL INSTALL ALL EO111PNfHi AND MAMtN15MACCORDANCE CERN THE p1O L®('IBy. w.Yu nAxxeae v.enuxaae DAMAGE MAS OCCURRED OROHG CONSRUCTON TO ME SATSFACION Of T090N F6PK10R ME UFACTURERS CONTACTORKOMM@OL All HUNLF66.0 AND MA UUKININDICTED ACCORDANCE NINE ar...n.... aanuauxxo AND/CR CITY MVECIOR. COLUMCI DOCUMENTS OR LOCAL CODES REGUUIONS TME PRECEDENCE. 12.PROPER BLACK AND SEND RAdUS PM VEpfKA1ON. ...s.,. ..xeeT.�nn. ). ALL AERAL SOUND WIRE 0E 6.60 UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 8. ALL WORD PERFORMED AND ATATEIALS INSTALLED SHALL K N SRKL ACCORDANCE WITH ALL 13'IASHMG WRY CWAPS WILL BE NO FARTHER MAN IEE FROM IIROUGHAOLT AND WILL RE TIGHT OTTER.xF.YMPLE H. ALL GUYING STRAND WILL BE SNA UNLESS GMBw6E11ECIHED ON THE DRAWINGS. APPLICARE CODES,REGULAIOLN AND OROMAHCEs.MECDHRACIOR SHALL SAVE ALL HOMO AM UPRIGHT. R. ALL ANCHORS SHALL BE 6'LONG,DOUBLE EYFO,IVSCPEW ITEM UNLESSOMEIYWSEbPECFIED ON TO COMPLYWIM ALL LAWS,ORDINANCES,RUTI REGUUTON3 AND LAWFUL ORDERS Of ANY II.CAKE WILL BE DOUBLE LAMED WITH O.IS WIRE AND LASHING WERE CUMPWLL OE MET TIL-DARTMOUTH TFII MEORAWINGS. WARM AUTHORESS HI JVRSDCTKN OVER ME PERFORMANCE OFME WORK MECHANICAL 15. SPACERS WILL KINSTALLED WrtH STRAP,TIGHT,MIpEOf LASHING WIRE CUW,AND NO FURTHER AM KECRO L SYSTEM SHALL BENSIALLED M ACCCROANCE WITH ALL APPLICABLE MUNOPµ SPAHSTROM THE TAUNTING WIRE CRAMP. 1(1,µL AERIAL CAESISNAfl BE DGMO., WO U5NGp455rAWLE355A51UNG ORE MODESTYCOMPANYSPECRKgMMIS AS WELL AS LOCAL AM111ICRDJHANCBAND II.ALL CONDUDSXµl N 2A NCH INSIDE DMMESER HOPE SORT I UNLESS ORONTES SPECIFIED ON ANUCARE RFGUTATOrvS. 16. AERIAL TAGS WILL BEAT EVERY POLE ATTACHED MECMal TO FIBER WHEN POSSIBLE.F ATTACHED TO PORTLAND NED MEDRAWINGS. 9. ME CONTRACTOR SHALL SUPERVSE.0 OUNCE MEWORK USING THE SEMS3KIlli AND MENTON. FRANK TAGS WILL BE SECURED WITH EP TIB, ME CONTRACTOR SHALL R SOLELY FESSMAIRSEFOR ALL OF ME CONSTRUCTION MEMS, 1). ANY OBSTRUCTION THAT WILL CONTACT ME FUER CABLE WILL BE REMOVED IF POSSESS[CRA PREPARED FOR 12.ALL BID DEGWINGS CONDUITS WEEPS SHALL BE MIN I9.T RADx15 UNLESS 0MFRw1$E SPECIFIED ON THE �B pRAwNG3. OF THE WOS.KRK UNDERTHEGUENCBINOUDING URB AND NDCOORDINTIONWIATING POSITIONS GUARD SEINPIACE. MCI OF JE wMANAGERRINE THE OW 1wCLUONGCt'xRACI AND COORDINATION wrtx NE 18. CAKE STORAGE WILL HAVE SNOWSHOE Nb1ALLED WITH PROPER SIRE FOR BEND RAMS. 13. MAXIMUM PULLING 1813ON ON CABLES IS 6W LK. PROJECT MANAGER AND THE OWNERS REPRESENIA1Mc 14.PULLING EYE MUST K USED AND ATTACHED CORRECTLY TO CAKE MA LB SREgKAWAY SWIVEL 10. ME CONTRACTOR SHALL KEEP ME GENERAL AREA CUBAN AND HKARD PREF DEPOSE Of ALI DM. 19' VERNAL USERS WILL BEI AND ATTACHED 705TAMORS MSE IXSING STAMCM WHEN POSSIBLE) DEMM AND FUSION AND REMOVE EQUIPMEIT NOT SFKlf1®AS REMAINING ON ME PROPERTY. AM BE CAPPED AT ME TOP. MCimeTMO 15. MECONIRACICR MUST CONTACT LOCALVRTIILOCAIESENCEMAMMIMVMTIXOVPS TIMOR TI LEAVE PREMISES M CLEAN CONDITION AM FREE FROM ANY PANT SPOTS,DUST,OR IMAGES OF X.GROUNDS WILL BE ATTACHED AT ME STRAND,AT ME BGNNNG ANO PND Of AN A9RW WN ANO caxnqucrroN. ACCESS TRANSMISSION BE ALL NAMRY Al EVERYSEEM ILL NNBETWEEN ALLMP ld ALL WORK MWARNIALONG DEVCKROM-0F WASHERS. UNGS AND FEFGOMEHALL BE USED AS II. ALL DIMENSIONS PERTANNG TO BUILDING ENTRANCE FPCILInF5 AND 0UKDI40 PEIElRg1ON5 ARE ]I.PAWN GUYS WILL K'INt1ALLED PRIOR 70 AERMI SRpNp,ONIR OWN ANCHOR,EIGHT,WITH SERVICES CORP RETURNED T.WARNING DEVICES,GUARDS.PROECTION TOVIENAO5AN0FUGMBI SHALL BE WEDU APPIMUMAL E B O ME SOLE RE5PONSOMY OF ME COHSRUCTON COMPACTOR TO VERIFY ALL JOHNNY MALL.AND GUARD INSTALLED. RTATELA TO PROVIDE ADEQUATE PP02CTONiO VEHCUTAP TRAFFIC,THE IUPC AND WOIRN£N. DNFNSIp6 M LEAST 5 WORKING OATS PROF 1.CON3WUP3TI N WITH THE BELONG OWNER OR M'R STATELAW CRR OND COUNW OROINpNCB RBAnVEIO WORKING XOVItS.RAFIL CONTROL ME WIpNGGWNfM REPRBEMAI1VE.pNY DAAUOE GVSG BY MECpBRUCTION 22 STRAIGHT. NMENI WILL BE NO CLOSER MAN ONE SCOL fROMOMEA VTMBON ROLE.AND WITHWHEONORKI,CCEORIRTEARINY PI RKUARDS,FLAGLLDENC.SMUSTMEOMKED CONTRACTOR WEIO ME NORYNO ME PROPER AUTHORESS WILL IF WARM AIME MJE FRAOM. PRIM WOW WE TART O ONCRNEARANYPUKKLL IF A.TMNM BY MECONSIBBTERIN EXPENSE OF WE CONSTRUCTION CONTRACTOR. PRIOR TO ME STAR Of CONSTRUCTION AND SHKL 8E MAMiAINEO BY ME CONSRIICIICN CONRACIOR p11RING CON51ALC1ON. 12 MCICOMPP6O5 MEfOLIOWNG OPER/.TING ErtIItS: 1), MECOHSRUCMJN CONRAC10R 4RESPOHSNEfCR BIOWINGAW TEb11NG NLMANXOl6 BROOKS FIBER PROPERTIES.MC. PRIOR TO ENTRY.NOOPEN SOME TORCH,LOMM CIGAR CDAREIR OR PRE SHALL BE BROWXT MCI METRO ACCESS RANSM63ON SNIPS,ULC, � I I C O NEAR OR HBO AN OPEN MANHOLE,NO RULE SHALL BE OBSERVED E51 MpOX IBT5 N01CATE MCI WORLDCOM NETWORK SERv10E RI L rl NAY ME ATMOSPHERE 6 FREE Cl COMBUSIIBIO GK.MANHIXH MUST BE COMNIOL6lY XO COMNAIHILATONM VENn1ATG At ALL THREE DURING WORK WHEN ME MAHXDIB. HEITNK TOM MVNICAMNS 5]eM HEAIS0H..9x0I6 18. Nxd- SPUR m A CHESS, IOAfMAIi,HRUM TROP.TIMES SOD,ETC,WALL ME PAV135, M'S TELECOM,INC M MANAGE DITCHES, CONFRUCTA TUCHREB.ORK550ATSEIMEDAE ME ELY RESTORED IEEE.-LSANG MUNICIPAL NOTES IHenMCM1 mm Tnemxncem R ORIGINAL OR MEFMECDHITIONAONCONRUSEOF AND MALLKIIONCO CONTRACTOR, TO WE - FWHW)M.NC_ OROMAL OR BETTER CONDITION DINE IXPENSEDF ME CONSTRUCTION COMRgCTOR. 19. ME CONSTRUCTION CONTRACTOR SHALL NOT STAN ANY WORK WIRE AN APPROVED PERMIT OR MITY'THEAKIfACIIIRTED BY MECONSrRUC1ON PACKAGE ME HMO BY MF OPEEATMG i T WRITTEN APPROVAL iPdA ME PROPERTY OWNER IS M TERM POSSESSION WORK TO INDKAT®BYATREMEC . CONTRACTOR NOTES: ��'N�`+�r Y' I5.ALIOF ERVICE BE ROUE WRM DS FNCENUE,C NTRACTMM R SHALL NOT WORK N A MAN ERT LOSS1.CONTRACTOR vvv 21.ALL RwcrlGc MENwcfuRE FROM EDGE OF PAEEHNT TAPED DHIG. TALK BESIDE WILLRES-CAUSULT IN 035 FACIVEESINMEBSENCE SHALL NCIWORKNAMwEPER) COMMENCEMENTS OF CONSTRUCTION AUCTIONSE ALLURED B THE RI.ALL PLOTTING DIMENSIONS ARE FROM EDGE OF PAVEMFNi OR KPUNLESS SPKEIEDBY PRMfi. TALK 1RARC{ARRYMG FACIIRIB IN ME ABSENCE OF AN MCI EMPLOYEE OR CERIIFl® GO TNG AUTHORITY.OF CONS7RUGTYJN AS REQUIRED BY THE JURLSDK;TpN CONIRAOTO F HAVING AUMORRY. M.EWER IVEDFOTAGE AII DA AN RIAL[WITHASECURED ro)FOOTAGE I.IXEREBAN ESTROHAVE R6J 11 LOCATVALUATION MAPS OR OF ME DRAWINGS,FEATURESWEREAS SHOWN DAM 2. ry...TIAINUo RSMCPIB AsNMTIACNtEPEA D)HESESEEPBERCKLES HAVE vuuATDU MMb OR OTHER DRAWINGS,AND MAY BE AS sIDwNOa DISPOSED ON NFME OR ALLURING CONSTRUCTION.PANT AND ANY SIGNAGE DAMAGED SWULOFTELEMMO5ORIEECNro NEMEED. EAN_TxBESEouErvnwls AREwRurv"rvc DRAWMGY. OR REMOVED WRING CONSTRUCTION. TOTAL oP MELwpN oUME MURE END N END. 3.PLACE TRACER WIRE THROUGHOUT. $3.WHEN MUST CAKED TO MEENMINUMBEREEL.. MONONG 10 THE TOTAL LENGTH I) UNDOBSERVATIONS, VM MES HAVNOT FECOH PLOTTEDFROMTHEREFORE.RECOROLAND NSW4. PLACED Musr IE REPORTED TO MFpPPWPRwrEREEI.. AT LEAST IW ARE 01 TFUNBY EAEPG,ILO THEREFORE. IRE LOCATIONS BE VES IN CROSSING ANDER WATER SKIN TO SKIN SEPARATION OF 18-WHEN ATLEASTPLACEMENT ADVANCE Of TRENCHING.CENFL .GR BORE Dqu.SOBwr<HMRGES IN CROSSING SEW ER AND WATER FACIlRIES. sN.WXERPNCIEPOR TO LACEMES FSAHOPL wu FRPueEOHES OF IENSONrWEACFREEO eAKEPLACEAENTUNBE AUDEINfvfNTorooNFL1rn. 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN TRENOMIME PRIORMISCHASCBLI TAMPACRFIC OWIFIRST 121NCXBOF BALK FIRWEE EQUIREBYTHE 19. IKIXMENCEAND LOCATION OCATION 01 AM NATUUNET RE OF TEUNDPRES RGROUNFACILYTURNER WNON LARGE ORSHARP SIONFb p(STICK$OR OTHER LARGE AMIERMa5 THAT MNYCAUSE OAMAGEME ngE PLANS WERE OBTAINED.1 FOLD INSPECRUN AND A SEARCH OF THE AVAILABLE CITY OR SEPARATION OF S FROM SEWER AND WATER FACILITIES. VERMONTNCH ALLGER,RUANOALIY1 LCKIPNDCOMPACIEONI?MENTESCH ,KRGVR®SWINE BE SOMEWHAT AT DIRMENIFR FACTUAL lOWN,ME CONTRACTOR FIGURED TO VERM THE MAY 6.ALL ILPROPOSED AINTAI AMINITS.FOR U �ITI1TY CROSS NGS TO HE SKIN 1V OF WATER AW VERMONT SPLACED RAILROAOORLOCµPERMnAGENCYTEOURTMERR. BEfOMEWHKTHROU H811 OR 91 CONTACTING ME UMEYTOREANIES IRC VELFIRT FROM WATER FACILITIES. AMIMUM S I TVERTICALSKISKIN EARAN EO CLEARANCE rs_ALL CORESMNDPD IN AND PE NMILL Tl CIWILKImmLLED IMMEDIATER ELY AMR TION.MAC INFORMATION THROUGH 811 OR 91 coNTAcrNG MEURrtr COMPANIES DIRECTLY,PRIOR TO FROM WATER FACILITIES.2'MINIMUM SKIN TO SKIN CLEARANCE ON IIS"d 26.Au<dou¢HDPGSHALLE BE SEALED WILL BE iTALKIMMEOIKEYAFlNTRY PS MITI CU Dorn EXCAME KNOWN LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS ENTERING AEEAMNGNCEJESTEµESED LOCBON AT TIONM E) ITHLCRn TION F aMsOK qlm 4i 'p.KLKNpwCBURIMNTERED ARE ALS TARE SPONSIOHME co CONTRACTORAwwcx ANYAND T. CRITICAL INFRASTRUCTURE IN THE RENEW AND A MINIMUM 5'HORIZONTAL SKIN ME PONT OF WEROENCE HRST IXPOfED LOCAnONINSIDE WITH IAC[MOON FLUGS ON OMERSENCCMAMMOEDEALSOINE RESPONSIBILITY Of ME CONTRACTOR iOlOCAlEPW1K1. fOurvwLExT ANDRBAR,F DAMAGED. TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND V.ALL CONDUMS WILL BE CMP®DURING PLACEMENT AS WELL AS,AMR PLACEMENT TO P4vfNR ME 21,NO OPEN 40LB OF AM HND. CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS, ENTRY OF FOREIGN OBJECTS OR SUBSTANCES INTO ME CONCEPT, M MEUTILi THAT WILL BE CROSSED BY DIRECWNAL DRUMC.WILL BE MINGLES)TOVERIFY AND SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE ME IF ME CAKE SHLAM S DAMAGED.ME ISDN CONSTRUCTION INSPECTOR WILL K NOTED LOCATION AND DEPTH. PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW Of WMEpM1ElY AND THE CABLE VIER BE Nmfcrf0,MET TESTED. PLACEMENT. Ir B A 1FL1q R LA NI.M FO®L W® TIIn We A35w mM RTRRNrKw'eoEF1Oar® ]9.ALL IVICE MMGDRAW B/M4NNOLE6WILL BEGROUNDED TO CONFORM TOMEVKry[ON TYPICAL FNC.INEFRNG DRAWINGS. V.WHEN WORKING WITHIN EGGS ROADS 0.HUGE FONT OF WAY ALL CONCRETE VSE)MUST BE FIF®ISP SMFF,NWF PROVEN BY UGLY, MED 3 0 BILL OF MATERIALS °.....°, ... „- . TIL—DARTMOUTH PORTLAND NED PPEPP FO! MCI MCImetro ACCESS TRANSMISSION SERVICES CORP TIL-90N IS Ol HF°Ypvl Wry.&YItinF6 T Nf°Mxl.m,n C/�JJV'Y� P ® .°� P op'El 4 0 xYD-T 3 z C s $ j o O - PM R/4_J R/x��_ __.. � � \�^ 1\� � ne.. oia on�uy u:s•.ue xa - - .e.[eex xxxoxau TIL—DARTMOUTH _ PORTLAND NED `rx� PREPARED FOR: 8W OAK to - — MCI x s —4OF BY____s —_—__s —___—, ___—_s __— _ s s —__——R Y MClmeho ACCESS TRANSMISSION SERVICES CORP ,... 18+00 • --g•--•4—__--w —_ '19+OQ--_—w --__—" s�—__w ON _. wslwxAFw o TILSON t TO PER PERMITTED O Q DIRECTIONAL BORE APPROX CONTRACTOR NOTES: SEPARATELY WITH O 1051'TO PLACE 1-2'HDPE. L 1,CONTRACTOR TO LOCATE AN D EX POSE ALL UTILITIES PRIOR WASHINGTON COUNTY O Z MP:SPANPATHPLACE :: TO COMMENCEMENT OF AUTHORITY, TON AS REQUIRED BY THE O V A FISSUR88LT FOC 2.RESTORE ALL AFFECTED HORRT, O F 3 .,FIB:BUR:: 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY 1- W M SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTON. O O 3.PLACE TRACER WIRE THROUGHOUT. _= F 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION = OF IS'WHEN CROSSINGSEWER FACILITIES. Q U 5.PLACE INSTALLATIONS WITH A MINIMUM HOMONTAL SKIN r TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM IB' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILMES.2' MINIMUM SKIN TO SKIN CLEARANCE ON 16-3 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 FACILOIES AND CONSTRUCTING WITHIN THE PROXIMITY fix AA xaxa..r.�Rr wR OF MAINS,APPURTENANCES.HYDRANTS,AND SERVICES/MEFERS.AND PLACING WIRE ANCHORS.GUY WIRES SCALE 1rLE 120 Truce CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT :2 SITE SPECIFIC REVIEW OF PLACEMENT. sx4x xu.xn x4v 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' xRMEDn 5 0 a s I t .. _._R/ �� --- TIL—DARTMOUTH PORTLAND NED fM f4L n rac.--__ PREPAREp i � s sw -OAK ar MCI W ------ --- __s _zz'.___, _ -60' 28' s Cllr mcimetro ____ —5 ----- --- - - - u W ACCESS TRANRSION SERVICES CORP N '} —a __roc_ rcc Sroc _ I R. ILI ILIL,- _ to _—__y.21.,FX ___w ---- To - ------ -----w F _� +w .L..:... -aW Q _ Z7 4'-jO ISBOI TNE R.RIOx LM'N.b5W9R106 N D ZU DIRECTIONAL BORE APPROX C rom,.a,on Rnn 7051 TO PLACE I-2'HDPE. I " f IM^ roas.n.�wnrom.mx LL PLACE FIBBURBeCTFOC u U1�4on FIB:BUR:' CONTRACTOR NOTES: Q 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR I LL TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 1W WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACILRES. 6.ALL PROPOS ED CONDUITS.FOR ALL UTILITY C ROSSINGS IN THE RAY OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 18' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' MINIMUM SKIN TO SKIN CLEARANCE ON le&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRRICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 51 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCING WITHIN THE PROXIMITY OF MAINS.APPURTENANCES,HYDRANTS,ANDSER" T rs MP°°P�icw'°r" �rm¢via nnm�m.snw m RmRRxs CANN TBEPACED AND PLACING WIRE R HYDRA TGUY WIRES CANNOT 8E PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SIZE SPECIFIC REVIEW OF PLACEMENT. oflwmnc sx®xurnsv 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' MED 6 0 FOR CONTINUATION SEE SHEETS '�ry•.n.=.n x.xOx. r I .......... Y I DIRECTIONAL BORE APPRO% 167'TO PLACE 1-2-HOPE. T OSP:SPANPATH: 8 I I ONALMA PLACE 288CT FOC lbs . _ FIB SUR t 171•BaRE PIT / I _ — € 3' I 2 I I 4x1'BORE PR(REMOVE O1'" S' I AND REFUGE SIDEWAL19 II „RE.MANHOLE MAE Fl ..�.ee.x.x.x.u� 'ter I I � LANIT I SW OAK ST I TIL—DARTMOUTH h 33' mtSIZE,30*40"01 —BO�.- _ - I � PORTLAND NED PREPARED FMCI ___`� B __C23+00 \11' 25' ACCESS TRANSMISSION 2' I SERVICES CORP .EM onwawnOCNAL BORE APPROXILACE I.2"HDPE. i TIL5ON PATH:'.8CT FOC xul,oeeww..Mllemsc swrz�na,os.xm I I xan .awn uaMcn.mn INSTALL HANDHOLE A I STA:23+23,HH/ w I LONG:-122.75008 UT:15.11128 O'S C On SRA:30'XBOXUO' J SLACK:SD' r I CONTRACTOR NOTES: LOOP SLACK NIA ! I I.CONTRACTORCOMMENCEMENT LOCATE AND EXPOSE ALL UTILITIES PRIOR SPLICE: E j I TO COMMENCEMENT OFTHOR"UCPON AS REOVIRED BY THE 1x1'BORE PR REQUIRED I 2.JURISDICTION L HAVINGAUTHOR".RH IIY. I 2.RESTORE All AFFECTED REM O/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3. ACETRACERMTHROUGHOUT. M 1.MAINTAIN A MINN IMUM VERTICAL SKIN TO SKIN SEPARATION 8 x OF LACE INSI CROSSING SEWER MINIMUM S.PLACE SEPARATION Of WITH A MINIMUM HORIZONTAL SKIN 6.ALL OF5'FROMSEWER FACILITES. 6.ALL PROPOSED CONDORS FOR ALL UTILITY CROSSINGS IN a THE R/W OF II INAFACILITIES,MUST MAINTAIN MINIMUM IS• VERTICALKIN TO SKIN CLEARANCE FROM WATER FACILITIES.Y MINIMUM SKIN f0 SKIN CLEARANCE ON 16"B 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 PROXIIM OF MAINS,APPURTENANCES,HYDRANTS,AND w.".KiO EME.M 0'1 SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES n"maa CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. Dawn®sc s aw 7.ALL CONWR SHALL BE PLACED AT A MINIMUM DEPTH OF 36" MED 7 n CONTRACTOR NOTES: •�.•• 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UT UTES PRIOR .m.o•m"�.u.o TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ox JURISDICTION HAVING AUTHORITY. . •wu�wq w.ux® [^..'FEp 81 I 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY ® a SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION t OFIT WHEN CROSSING SEWLITE ER FACIS. "` •x � �w a�a.e r�• R I 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN I TO SKIN SEPARATION OF S FROM SEWER FACILIFFS. 6.441 PROPOSEDCONDURS.FOR ALLUTILITYCROSSINGS IN ••xux•x.u.• mmr m.. THE R/W OF WATER FACILffRiS,MUST MAINTAIN A MINIMUM 18- VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILRIES.2' `��� v.r uu• `� MINIMUMSKIN TOSKIN CLEARANCEON I6'B LARGER PIPES '/' •°" R t WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS HORIZON INFRASTRUCTURE IN THE REVIEW ANDA MINIMUM 5 • u•LE u�� I WATER FACILITIES AND TO CLEARANCE WHEN PARALLELING WATER FACILMU AN ANCES,CONSTRUCTINGANWITHIN THE PROXIMITY I ' I OF MAINS,APPURTENANCES,HYDRANTS,AND tY I SERVICESIMETERS,AND PLACING WIRE ANCHORS.GUY WIRES ® •+• • CANNOT BE PLACED OVER SERVICESOR HYDRANTSWITHOUT ® • ••'""�" `� I I SITE SPECIFIC REVIEW OF PLACEMENT. I 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 3C' e. " I S TIL-DARTMOUTH I I PORTLAND NED INSTALL HANDHOLE SI I PREPMEp Fat �r STA:24-90,HHt ��` I Rn LONG:-122.75001 LAT:45.44477 MC' BLACK. x809A0' I ---- • w --- r -- - MCImelro -----r -----r _---- _ LOOP SLACK. R 4` r ----'—r -----w ———— ACCESS TRANSMISSION SPLICE.N/A — -+w T.--.w ---- SERVICES CORP 4X4'BORE PIT REQUIRED I I ` roc rm I i aw oAK aT r wF A I �s --�—�'' —_---s —_—_-5 -----s —_d9_— T L S ON 67(4'BORE PR I --_ra_ 26 � « 3' r3' 2 nwn xru.pa.rw,r.sra'"sc s� T 5 Z An- DIRECTIONAL 80RE APPROXII I IINSTALL HANDHOLE 16T TO PLACE i-2'HDPE. STA.28-80,HFLA E7 OSP:SPANPATH" R I : DIRECTIONAL BORE APPROX LONG:.122.75001 LAT:45.44471 r E3 i90'TO PLACE I-Y HDPE. O • /11. PLACE 288CT FOC 'I.! SLA 309tBOXlO" LL FIB:BUR:: ,/B I 31' OSP:SP88CT F:: SLACK SLACK PLACE 288CT FOC FIB:BUR- SPLICENIA " 61' SPLICE NIA I I 4'X4'BORE PTI REQUIRED R I t DIRUECTIONL BORE APPRT 425'TOPLACE NOPE. OSP ANPATH 8' I PLACEP 88CT OC FIB SUR FOR CONTINUATION ECC SHEET 7 IT IN a �isaww m m.rz°AFNX•..s om:a.� SCALE:1:20 oeu•®•r rxm xu.wEv xw MED B 0 CONTRACTOR NOTES: •� ...ro"a x.x.xa 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UPLUIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ee.vx.w„. es .we JURISDICMN HAVING AUTHORITY. �a vxww ® ,,,,••,","." 2.RESTORE ALL AFFECTED ROA D/CURB PAINT AN D 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 FACILIFIES. _ 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN •.. TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN ""�•u^" i THE R!W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 15' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' W I MINIMUM SKIN TO SKIN CLEARANCE ON 16"&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS a C CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUMS -- — I be T HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING Y WATER FACILITES AND CONSTRUCTING WITHIN THE PROXIMITY a •'„"„•o„ v T`„""� P OF MAINS,APPURTENANCES.HYDRANTS,AND qro"�•„„e.. vav,uxro SERVICESIMETERS,AND PLACING WIRE ANCHORS.GUY WIRES _ yCANNOT BE PLACED OVER SERVICES OR HYDRANTS WffHOIR ® •ysux„„o,,,„""' ��"�„� #f{I SITE SPECIFIC REVIEW OF PLACEMENT. C # Z.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36” TIL—DARTMOUTH PORTLAND NED —W W • q/1Y �y --9-----m--�—R)--,-- ---W -�— --y -- ♦ � /.'— PREPARED FYM: L-----� — —�W -----y FX Fm -----W MCI MCImetro W SW ON[S ACCESS TRANSMISSION —s --_-- H s -----s -----s s F SERVICES CORP ----- W -----e ---gy.—s -----s —{9_._24 W s ----- vcr wn mmm _ N15• s ----- W Z voc—_ rae r3• N O F stt rac no.rv. `3 W _ Q S' 4• roc ra— 0 ----m- ----- --m----- TIL 5 0 N Z q �— '�®— s0-----_---- O — __qn F —qn gZfO-----n--I-- �^-----�----- ---------- ----- 0 � 2 T�qn a/W--.—_ ------ ----a-- —so_— Q rmor xrc.p�.r as O v+n,n„nem DIRECTIONAL BORE APPROX Z «.n re.om.=n=om rHe.r.m.wm {25'TO PLACE 1-2'HDPE. F O OSP:SPAFPATH:: Z LL PLACE 28BCT FCC U a I r x FIB BUR J M C LL { SCALE:1:20 n.qm e. Pan xun,xe MLD 9 0 I 1 AM I _ z�— M --__Y -----• �w _w PORTLAND NED aw osw_K_a_r_ _s — s / �Y MCI s _____ 25-_--- MClmeiro mss ACCESS TRANSMISSION I ON 3 36' s SERVICES CORP r ____ 6 _ 1 4// 32+ p —m7HDPE. 8 I-0°--_ 74 DIRECTIONAL BI -_ mF�_ TIL50N 425'TO PUCE Z OSP:SPANPAIIiINSTALL HANDHOLIF 4O PUCE 288CT FSTA:31 b5,HEIR I I I DIRECTIONAL BORE APPROX Z_ IyMX OW�,Z�ulltlmg6 LONG:-722.74782 UT:45.44188 ` 1 I 1 514'TO PLACE 1-2-HDPE.V FIB:BURSIZE:30')80'x30' I K OSP:SPANPATHr Q G SUCK:50' 1 I PUCE 288CT FOC V OISS u LOOP-SLACK: sx p FIB SUR PLACE2 E; (v-y CONTRACTOR NOTES: I SPLICE:N/A I ^ I I � 1.CONTRACTORTO LOCATE AND EXPOSE ALL UFILRES PRIOR 4X4'BORE PIT REQUIRED I' 1 L TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ING 2.RESTORE ALL AVECTED OADIC r I 2.RESTORE ALL AFFECTED ROAD/CURB PANG AND ANY F SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION, 3.PLACETRACER WIRE THROUGHOUT. I 3 p 4.MAINTAIN A MINIMUM VERTICALSKIN TO SKIN SEPARATION OF IB'WHEN CROSSING SEWER FACILITIES. 1 i 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTALSKIN I I TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. I I A.ALL PROPOSED CONDUITS,FOR ALL UPUTYCROSSINGS IN THE RAN OF WATER FACILITIES,MUST MAINTAIN A MINIMUM I6- 1 Y p VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILRES.2' 1 1 MINIMUM SKIN TO SKIN CLEARANCE ON I6"&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 FACILITIESAND CONSTRUCTING WITHIN THE PROXNUTY OF MAINS.APPURTENANCES.HYDRANTS,AND SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WRES m r.m s.m. 1 CANNOT BE PLACED OVER SERVICES OR HYDRA HTS WITHOUT SCALE:1:20 SRESPECIFIC REVIEW OF PLACEMENT. 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' MED 10 0� mum F-H-T Fa W---------I-- T TIL_DAR ----- --------__ ---------- FMPORTLAND NED ----------- ------------- PREPARO `(!,'�,Jt ------ ----- SW 0"6T ------ --36-1 4 ---- ---- ------ ------ ----- MCI LI ---- MCImetro mi N ZW ACCESS TRANSMISSION Z 33+00 0 SERVICES CORP 2' 34+00 lu 2' NJ ---------- z --------------- - zo 171 z 0DIRECTIONAL BORE APPROX TILSON U 514'TO PLACE 1.2"HDPE. OSP SPANPATW O PLACE 288CT FOC Z FIB7BUR77 0 CONTRACTOR NOTES; 1130 'AsSo 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UIIUTIES PRIOR 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. 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IT WHEN CROSSING SEWER FACILRIES. 5.PLACE INSTALLATIONS WITH A MINMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 6 FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACIURIES,MUST MAINTAIN A MINIMUM IT VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' 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 HOREONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING W ITHIN THE PROXIMITY OFMAIMS,APPURTENANCES,HYDRANTS,AND SFRVCES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:I:2U SITE SPECIFIC REVIEW Of PLACEMENT. u.m.'1 177 1n 7.ALL CONDUITSHALL BE PLACED ATA MINIMUM DEPTH OF 36' MED ........... #I a we NRx....x, W \� M ,R.OI Y1,0♦ RM I 4\ - fM I 1_• _ w __ _____w_____,_____Y --- TIL—DARTMOUTH F PORTLAND NED _s -- _ SW 04K ST RtEVAREo Fpt gg7�� _____ 17(1'BORE PIT(REMOVE b j AND REPLACE ASPHALT) —y --— 3b s 69's s F MC' -5 pI -- ----- — W MCImeho 35+pp m' S = 3 3' N ACCESS TRANSMISSION 0 ' 6+o Y ERVICESCORP 37+00 1-4 Z2' a.T'=Y BM m___— I I DIRECTIONAL BORE APPROX m_—_ O 0 51CTOPLACE I-2-HDPE m — Z T I L S O N m_—___ OSP.SPANPATH:: DIRECTIONAL BORE APPROX m_ f 0 PLACE 288CT FOC Z I 191'70 PLACE 1.2'HOPE mo¢xennRorz w.�.a�eam¢n i FIB:BURO ' Y s OSP:SP88CT F:: V R9i�oorom mom INSTALLNANDHOLE PLACER- FOC X STA:3-129,IIHL FIB:BUR:: G I LONG:-122.'X30-LAT:45A4467 i L CONTRACTOR NOTES: SLACK:"z80'XJO" a SUCK:50- 1. P e! I.CONTRACTOR TO LOCATE AND EXPOSE ALL REQUIRED PRIOR LOOCE.N/A: TO COMMENCEMENT OF ACONSIRUCfION AS REQUIRED BY THE SPLICE.N/A #& 2.JURISDICTIONTORE HAVING AUTHORITY. 1'X1'BORE PR REQUIRED I 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRIX:TION. 3.PLACE TRACER WIRE THROUGHOUT. . 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18'WHEN CROSSING SEWER FACILITIES. !E 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 R/W OF WATER FACIUDES,MUST MAINTAIN A MINIMUM 18' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' MINIMUM SKIN TO SKIN CLEARANCE ON 16"d LARGER PIPES ¢ WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS +- CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CO TRUCTING WITHIN THE PROKMITY OF MAINS,APPURTENANCES,HYDRANTS,AND IT •" TIN YL.rv.,.lk a All SERVICES/METERS,AND PLACING WIRE ANCHORS,GUY WIRES wR��wom rzR mcg a x�� .,mm.l oR.m m.¢v na oam,.r CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SUE SPECIFIC REVIEW OF PLACEMENT. ".71 mw« 7.ALL CONDURSHALL BE PULED ATA MINIUM DEPTH OF 36' MED 12 e0 .T-� CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UIILRIES PRIOR .°.^..w.... TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ........... v.... ` JURISDICTION HAVING AUTHORITY. �o Ax ® ......x.... 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. NM i 4.MANTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION '^'•'"° um OFLACE IENALLATICROSSING SSEWER 141MUM T PLACE INSTALLATIONS WITH A SEWER F HORIZONTAL LSKIN TO SKIN SEPARATION OF U FROM SEW ER F UTILITY CR S. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITYCROSSINGS IN THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 18- +a VERTKJAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' MINIMUM SKIN TO SKIN CLEARANCE ON 16'd LARGER PIPES _ WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _ CRTTICAL INFRASTRUCTURE IN THE REVIEW AND A MINMUM S HORIZONTAL SKIN TO SKIN CLEARA NCE WHEN PARALLELING tY dx. ® WATE R FACILITIES AND CONSTRUCTING WITHIN THE PROX MITY .aw.x� . — OF MAINS.APPURTENANCES.HYDRANTS,AND xM yam, SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES np CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT - .......xA..x... SITE SPECIFIC REVIEW OF PLACEMENT. Z.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" al, TIL-DARTMOUTH a A•- !/r--_`__'-_�"- A.- T-_��„�,��_��_, PORTLAND NED roc. --- PRmaREo roa: ---- W I I ACCESS TRANSMISSION N SERVICES CORP 38+0o _{3' 3• Y Z-w -w - O3' —'_-_ w --- S •----'-w-----v-----r.---.w 2'- 5 v- Z DIRECTIONAL BOREAPPROX- ---ma I ^ Fm FIX-- —rr TIL 5 0 N F 48PTO PLACE I-2'HDPE ---�--m nryr 'j z OSP:SPANPATIH I I Jr BORE x/v O rnar xea•.^rw.r.wNt 6 O PLACE 288CT FOC I L' I 4'X4•BORE PR 1'---- .n Q vom,.a.on xm .r.E'n..ro.n.°.,us.v.°n.om U FIB BUR /I p 0 4'X4'BORE PIT(REMOVE I r Z LL AND REPLACE ASPHALT) ^ F Z I I C W V O I I I I I I ^ i I I I � � IT A wunr..Lu m.n ff, u.sss SCALE:1:20 oewmxrsH£I xuMPlO xn MED 13 0 \ I 2 N.........ux. I' .xma...x. ® . �—TaR6N---- ---_—Rfx'_ \\YL — F I I I I a •,uxo "' u +u u �y I ww�n SNF OAK ST I "� u 38' so' \ - - _ .—_— wvac ___--_4i+EW--iRi'� \ � I I I i .... o......•.. TIL—DARTMOUTH PORTLAND NED z — ZORP CTIONAL BDRE APPROX I 2 I I PREPARED i0R F I V /8170 PLACE 1-T HDPE. I I I —~ ' MCI S SPANPATM:: I C PLACE 288CT FOC I I ( j MCIFneTTO W FIB:WR:: s I iI ACCESS TRANSMISSION INSTALL HANDHOLE I I SERVICES CORP STA_diH0,HM1 I I ; K g LONG:-122.74371 LAT: S./M83 I I I SIZE.wX5 PXJBx I SUCK:SO' SCT I L S O N SPLICE: NIA E:AC /'X/'BORE PFT REQUIRED I I I � .mm xE Ara.nw.y,xnurea 1 I I i i rom.xd,on w.m�n..� I CONTRACTOR NOTES.- 1. OTER1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE 25 JURISDICTION HAVING AUTHORITY. --�'"• '------�M • 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY • L ' I I I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. I 3.PLACE TRACER WIRE THROUGHOUT. 70' MAINTAIN A MINIMUM VERTICAL SKIN SKIN SEPARATION OF N CROSSNG SEWER FACILITIES. I 5.PLACELACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5 FROM SEWER FACILRIES. i • I 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN I I 8 THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM IS' I I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.Z MINIMUM SKIN TO SKIN CLEARANCE ON 16"&LARGER PIPES I L WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL NFRASTRUCTURE IN TH E REVIEW AND A MINORUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS,AND n rs.uunw w LA' mmw�u•m SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRESxwv�.vi ii mwrta w6 AAcv.oir CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE 1:20 SITE SPECIFIC REVIEW OF PLACEMENT. 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" 7777 rxuww MED 11 O CONDUIT ENTRY DETAILS po.®.....". a .NI....... .. TYPICAL DETAIL"A" SECTION"B" — TYP.SCHD 80 HDPE INNER DUCT BRANCH DETAIL -BOX >7 "p"T°"""T• (D CA-.. TR NANN— Y4 p6 IHEBt1$ ® . .1Xp1LpXT NEW 1.35'I.D.PIIIIED M- FORSVINE U .LLp--wopp .R.ACEs lzucnsoER TIL—DARTMOUTH INNER DUCT BRANCH uelE vnApER cAewaETAWER PORTLAND NED PREPARW FM _FIeEA OR,TC UEIE IPoL, �. ,AND MCI MClmetro NEW E.II'I.D.RATE.In— ACCESS TRANSMISSION SERVICES CORP TYPICAL DETAIL"C TYPICAL DETAIL"D" HANDH LE N U HANDHOLE CONDUIT ENTRY TOP VIEW PROFILE VIEW TILSON EA6 AIARLER 1ypl MEMpoR WN.6Adg6 NOT IEA IONESDEONIYI � 5'-C' INTMG GRADE Po.M.nE.OL9*tp THAN r (dp dwp.U.wn �. WASL HANDHOIE R COPA CRD DN. MCK% OMVAo I s so n NOT GREATER Jy� vVC,pv/GSP THAN 4r , / "•"• OR IT.RE C MHWSTONE J CONDIIR(rvv.l A'T GROUND ROD WNEN CALLED RROIUSID(bIWRY 9MEL IT ON I.. - BIIBIATM B6S M. - muE5AA0.f�N ILM n2 LRtRn .NAND.. NW- j MED 15 1 30" x 60" x 30" HANDHOLE DETAILS 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECT ....x..„x. « ...a .omNr eot.ae •••••, PEA cusraln sRFCfIG1XX1 RUBBER W'A'A W.�'or auixa .M.a . 01 l PAtRRM �N� bW.ar �en M.»mnn.u.ex ax. FCMOUNT SBRFnCE w•••x• POLNIER CONCRETE CMR +t• e..wwww C,ISIDNER NAME PoLNXFR WR”: SEE DETAIL B MN9N CdUS,E :w••�` ARMORC 1 33" NT DOVER LOCO - POLNQ • SAINL rawa+u,. E,b NNOER(ix) 7 B CONCIEK T u...,.... NON-SXN SUPFKY a .. wws. # u.....xx a,srDNm xA1E �.t\T� -- - FLUSH MOUNT COVER DETAIL ""'"""' SFE DETAE A raww xww T /2 m 31 ,n• A o� ,/.• I o A o + V PORTLAND NETIL-DARTMOUTH M• - *wn p1AXl � 1 -C C t� PORTLAND NED )2x) EE D9W J, 1 o(n) 9'1/l• 0 1 S/B• 1 3/E• PREPARED FOR: DFT IMI o I 12• o '1 5 �.,. .:.:�: MCI Y E A•X 1/4•NEC -- - - -- 9/,6- I •X 1'-12 ON= (Sim INE ONLY) g •' �: '• 1 s/s• MClmetr0 SUPPoRI!W( FOR 01- RpU11p ROD LOCKDOMM DETAIL 3 1/a` ACCESS TRANSMISSION SERVICES CORP 11/2• a wn Xqw III'---� 66 ,/8• ]!I/6' II 63w � o I r 1 3/a•�II 3 I�I �J�I Ila TILS [IN Aj 1 I'll IIII A,/r II FOR 1,01E FDIIII i( + 3re. I R o+aRo Rao IIII IIII :vr,1,on IIII 2, I I s®® ILII -TIL.. 3 are• S0. S E1C11 ENO � r II' IIII r 2n 11/2" VIJJV� 1 1/2- r .,n r o006&6 2B' z E�N DOLT 006&6wAu SECTION A-A + utN DD(2A) SECTION B-B OPEN BASE ,1a OPAM(.X) MYWR COW" DEIACIP&E BASE 1 �3/A- 1 1/2 2 1/2- SECTION C-C »..a.,a==0.mo 30"a X 60" X 30" POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLY 9C11 1O"1 MED~ 16 D NONC POLriER CONCRETE f0 PEDESTRIAN ARDS EQUIPMENT DETAILS •a°'"' IN 9" JOHNNY LOCK LIF(PIN (2X) BOLTDOWN (2X) — NON-SKID SURFACEEMS POLYMER A a '"^•"` CONCRETE JOHNNY LOCK NON SKID COVER BOITDOWN (2%) SURFACE "2 uNd ARMORCAST ARMORCAST a� LOCO LOCO �� LIFT PIN a e.x 30 1/2. ` .... 171/2" ® EMS TIL-DARTMOUTH PORTLAND NED POLYMER FLOATING NUT CONCRETE PREPMED FOR. COVER W/GLEN! OUT HOLE (2%) FLOATING NUT (FIELD REPLACEABLE) W/CLEAN OUT HOLE (2X) MCI 1B 1/a' MClmelr 32 1/4' 26 1 $ (FIELD REPLACEABLE) ACCESS TRANSMISSION / SERVICES CORP 38 1/8" ®+ TILSON 36" vwr.re:w,wxia,w"es immg0.ou<rt<om wom<e<"m 24" LIFTING BOLT OPEN BASE 2 EACH SIDE WDLL OPEN BASE N4IE1 N T BOX AND COVER ASSEMBLY MEET BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING ANSI/SCTE 77 TIER 15 LOADING uxse 5en.er v...r, v° °L""°°" uxso senee>• 911..1. Ner1b Nmlr.."=a, a 91e0s 17"fXP30" X 24" POLYMER CONCRETE BOX ASSEMBLY �n eeuvweee. cA 91605 21" X 36" X 36" POLYMER CONCRETE BOX ASSEMBLY (e1 e) 9e2-9600 t (e+e) 9ex-3600 PAmUCTS ONVANY AtM0R0%U PAWLCIS CIAWANY VERIZON9 a"vaA9s a u.rce.wr rwa uam bar s 6199 um 3e ua"m+ nrera mm m.v,w ou.ir ® w.6aIE o ME r: 17 FIBER DISTRIBUTION TERMINAL DETAILS S.13 K SAM 0, "��� s0 0, ...,...... c'E ......_,. 113.0 CMI MAC" .««.......... TIL—DARTMOUTH -- --- ° PORTLAND NED MCI 0 0 0 MCImefro - 11.731N. 11.73IN. ACCESS TRANSMISSION (29.8 CMI 129-8cm) SERVICES CORP O O O `�, O - (�1®111 °_ /• 10`r, TILSON r IEWI NF MporIWry.BUIlEiryb 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT ..,wm.c eim Nwwv I MED 18 TAPER TYPES d FORMULASREEEEE= —N antes: am7s: ann5: ..w. •° TAPFR FORMULA . Wxm v+ree,kev4m.epc4Mwr.[.uweM,n k,a Mm Ina1JI RM56•prC IM1•°uuba ao.M,•.wlnn Waalyr. InaWlilaOpe,NY.IOn LlytlnY be.vM YroRR== •TM^° Mrol^O Mane Cbwn) Z' f•u l.n wh wwml•yk Mlvl ahxp.apuyxw+, v.,dh,nevbrr.Nwr•war,+l fl Ul. w Wbv,k+a•p+Mlarw Rusle[aXen. ,ht ya rulwbr nanrr[In ane[laer Te ,•ur — SM InO 1'Il er h'E' • uu yyrwx.••ew woe°akvM•aw l,}MFr,wwrnr.. trk °uMM•.ne4t0l M,O,:lew(1•wre t"!I yr%1' • t s b v,.IveM r.r• ,[•[ Fl•pglrp(Ye pq.TMt50) SP-IOP • Mn,6 e.uw[In axaldlldw„pn )0'[•x 1.9.IM arum.and nx . p.wuw p•rr.xpaFaMNW �rr�r� nuxe CaraW nuy M°nMtO•Mn RYS N pla[p 4,NrN•r°JfM,b,rtlrr. aM,Ahr.u M u wa[akal. r Dap,.n«mIT•rmPngml VNpIS•f DnWrp.l pat•II•,tKwnku,eeb.mYma u.>n°•-[raalwerrin[unvaMvr d� a+ao } u rr,-Cep,unb r•y,e SpWle wlnain4w•r,m[S4rYt°M SNra, a _ qY igpa lrew ra i•b1u E•b•' •5m wn fYa wvew<M ' ® rw•• TEMPORARY BARRIER FLARE RATE TABLE ° -`I r r ,p ® . *SPEED(mph) MINIMUM FLARE RATE --" NY "r � � a W44 lo is 1 tl m r nF VSt01•r �®oJ `•utwrc•w enrui,, eou unt J 12,1 .L aaartpw baaa•wk a R Ic l - TIL DARTMOUTH I ' ------ - --— --- rs 19,11 PORTLAND NED 0 on PORTABLE CHANGEABLE MESSAGE FLAGGER STATION ramARID Fpt EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION g MINIMUM LENGTHS TABLE CS E Yr VALUE FOR TAPERS(ft) ,r, Ni,CrYa JM nY'bY uff[IS'r(R) •o11s: eFreru Mote aoll NE rcrOluwnel: M • • • I..NIS, MClmetro *w•m I•j°I W_. i0 W•II W.'.• W.16 • Mru r[dpa matM[r«[M pa p•,1y.°parYl«;a[wMwa • SI4,aaM°Ae,IrMk[°n:rcl[Mi[•r llfOl Yf iCOSpY1M it4e loi 032s 14s 165 , e, ACCESS TRANSMLSSION Iso10 leo 1 • nt[e•bwrk.h.pra..2..•op dill • • • 2r 1ybl.Mwr. SERVICES CORP 215 125 I}S • Ma+e•wxbnl[IwM«w M Oh d ll Y.rega[er c ee1h - S}5 410 tso rrra , bYo[• .Wt ° 610 ISO Mtrlt•� tOrler,a k}Migw7l-Wrbr•,, w4-4w•.la.— wIndk.11 knO—.— u ?W 110 • •xbw al,n .—a ww.,r.%k Irrl d.•Ar., 00 }}0 2 Dbur � yrel[A IMffC coo •A0 tt 1 , 1 ...650 5 7001000 TILSON C 21-9 NI°Ue[alpna www<e en bwwr akn auppw[as+dlw[«neq l2 ap.Rln bulaMn w,,.5 1000 1 • lnn w,O kplrn+y.l,an.w•Kwrahuttb1000 LOW 15aF4M ,,,u[, vevna„Fz fis10001 1111. 000 1 6517.i • Ov•w lw W<.Ip axpwminlw+yan,h,4v.ea lw ekwk er what H.n 0.111[. I".p mrft.p h— •Opws'.am dew•p Nwnw. 1r.uu'L'rilw NrW•IP. LwE r© • Cer-01•ea,wlvp hMl,ro[wngwe 4mpw,ry va0k[vvOel lw<xn wr•Y:MM1. •iw LroukM dpun,.kr•W� IO.ut<Z-v,Iw MW.10'sukv4ta t'x4M (tr}r_M lQT Ua nrr/«I • Tb Y[wnp+n4E Nes.1N9201iYf}I. I•rmuU.rw$w• a 41:1 SIM Sped..[I'.t S^W.S fp•r44S~l Rr'; CMI-F QnE-[M r4N I® E• 1 IA, TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE Mr'•`•«rn•:°.e0issr Slpn Sp Invffl MY.Ch•mr<Ikb9 rNr.u[•nu _1Y49-JLL___ [ww -_ yLL��2020_ *SP[E0l1rMh1 A t C Pulp•S.O,ft fltl Aw.rrl<et• Wtt: 4—wl—------ M4.,[we••w+ 20-30 iw 100 IW 20 . .:..+• •:: qp7Iht ler![40n JPe utt Ol TU 35-to 350 350 350 }O OREGON STANDARD DRAWINGS srJnmro aJw7g.l4W;lt e<- 4s_Ss SW Sw 500 00 s0-70 700 7m 7w eD rntY rtelr yene[Nry a«pree eravilYer TABLES,ABRUBT EDGE AND /nv a�nnpler Joe gJtrr[es. PCMS DETAILS FirM•4RY 1000 I Sw }6J0 c0 I k ve. I q M. I %'nk ,l mt kilt rerpOnrrbiery of nP7es IST—�� rr.e wrJM rheyle ner he 202, ♦rSo r•Mccwrval e•Jtt+e.'°r.ap.gM ler lnrrr,x,len.,Y uewa r,ql. ulte 4rrhdrc[Ont yrrllgJ •Mp.•rr prrnary,yOn,«[Fp+nt Le Ftl)u 1 d r°fl\,Fr[wMFbn[, .(tDtl(htd MOltrlUMr fn- MrMlap,dvpF?u,lr-rM,:4 Inst,.A•dlrmnUO-lar dl apnrea, TYPICAL ABRUPT EDGE DELINEATION ornto_ Effoctive Datel December 1,2020•May 31,2021 71RB00 4m�b•anprr°n i y°¢F.a w.w ws pbpnrer pxrw®e.. sxarxwMF MED 9 0 .mow ..p.p..r..no•a • rtnT � .. 1 b+.M -_-_- • oo.«w. raft w•«ra -� I T II A ...a,n .T[+�T r A. TIL DARTMOUTH I n l < u 4�1 t°:' 11 I PORTLAND NED I _ a I I= , I_ ....Rro role I I I I I �. E 4Lrna,Z-IAIq 24ANE,1-WAY MCI SHOULDER CLOSURE RIGHT LANE CLOSURE 6 I < I I j T f l MCImetro I 1. L { 1- ACCESS TRANSMISSION I r 2-Lane,CLOS LLtIri,CLO URE, SERVICES CORP I ��t11 jA ONE LONE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE ccI ttt »am.aurort•Rns: -loo' • YsxuJ TeJllq Cemtd l 1art.rc.,mM•M n••J•<a la.all ba+M the J•eenane., `^ N•rmY wr.. 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TCO ro a•v Nllbn«she,ae«,IM YnILMF n[n.o uxwo'nr2o-vfgn, •.••\ \. — VRLAK[LMfnf•tWr-iu nrmOMMry.atRTLIWLOR¢OSFp'M'tl-fi)egn.an•e•r+ Illhle. ———— — � - �- • T tr[erMne qn alueNq.KrMC,ufe hRllfICCOHnKOL aLKFS(I<01AKMT4LF'an M•1M,a0 IiBO]RF PFpon Way BUIIEInR6 • ahr,aJMr 'Krasa Mo.!.NMntM wort eem p6«a'KOYI MOKK.eIGa'M0.11NT 1n+d+mr MIN l....... rt0'.[pubq•. n•a�M;on¢[h com • \` yy,,K�^•I•ammpM K -[Yrm 1 ali Kr rl.r F.�M•• aTUK+a+•marK.n maY CeueMM1bre[bwrt upert wl«[NaNfpNeb,OmMsltl[. 1 I'a10 I 1 I� • ah«f swbrrWMp NlmKea.Seuuemhl nr.W mrvMPhua ahhMale hN rlaweJax. � mn, ` � m•,^ I I '^ • M[.[h+nmlgngdMcn vwMl4e•awbn.+dl Waruss w.ssrs ane atAer+•asv lP sa+[I,q. mp- rhr M. tn.fo • Mtya llCKIfS ON RO.pMnY IGM'[L 11 Y9n •' ( I— �t' vM'••r1.1"^"+•_ 1 t< I_1'h' MaaRa,aeMd,e dOJ d• 111 R� I I e gnw. r.n IN.heyan Nak•[ra ane eR•• a Ta1Me fgau,pnnka W 1 W Nps W32Q IMa21 TGe seleRbn and usr o/fMs .ON STANDARD RA a r I i _ I � Sr�fwxd[baN+ry.,rhifr de- OREGON STANDARD DRAWINGS a < b1• Il I_ •... +Y mlrvl•.M.nna sgnrd inarrorernrr Nifh Kelp& , ve K.h W'l+geaa gafr[•�/lyx<ePCrd enahTrrr no.t iahpgcel I 1 :I'LL m••n»�r.N t^q+.r l,• I TWO hn m,..n+,l.,p, ny yrrneipnes and wattwrJ. INTERSECTION WORN ZONE DETAILS • ynl.aan nmw J.r l r q app I S I L•. 1. +.r J 1 T.�I+ I••••a.OM 'I.t rt Me 111. loan .0 IN ?� I•wnaa 1.m+neJ•ey - bre lrealenk}•e+l^. < ••••• Hr NO WMInp i+Urw lAr u)rr i/M fIMUM nol a[ I,.,.a.,a a.nw.m tlprara. I I:•:I:I +S sKawn�ai al.mfa, t I (� TH40p Iw m,...Pa,IKY. VJrd WIfAWt<MJu/fuq. 'I'll .a t LLaaa.2-Way Lien,.2-1 fay QtmIWJ Tawrz Reyerc re gorrssronaf lfr -. RIGHT LANE CLOSURE.FAR SIDE LEFT LANE CLOSURE,FAR SIDE ®ImoT.caaaldcTlm mors.. Ef oetive DateM December 1,2020•May 71,2021 TMO41 Mn a+a«.M.fro Mn az."Mc^�.1gXc wo[Rwil•c o.[rnw a.[rx.a. A]IM OYtpt A M1A,xe tlYlNdr OR.N®Er: S MED X20 O ...N _ n�.e.r•x.nxe .xx..eex ,« . -A.ar,xf R s :-A. « 0 RDtI: —E FlwR Am f•lr � � � .1,ne ww11 •.�. t f d-o OEfD1R Dqa fix a•a OUe Dnoue romxmse o.ee lnn eirnla+l •rt••" la]• w..Y«••w. �mN wxn I Ww an rfft wrnnf11e1 wm « y —"U uxF •` y IMR Y 1 frsn«Kp nraw:XYl 1�• ,N Ml DEtOU0. _ ti x•-A L1xf[f4 O � ® rewr• x y I (L11Y• �� •,onx w•w �`'�r r,nx. «. L.xl[.f �ri.rex x•rw Wav NF, n rl•e•YtH.,I+ ,Is.1 WH .w rwuw o ou. I I 1"•11TH ,,,,,'„•;,•,m, TIL-DARTMOUTH PORTLAND NED WIIRID Roadway rNOtFS: «w•waMi Fr� PREPARE[)PDR: SIDEWALK DNERSION .rrA,a..ln••n. DETD1rt dO1° �• .1 MCI .D. :n. , •w� wv n •rl.a"•a.wfw•t ( M.waapn rna -- r• vrr: £ d`.S; a I s eYrn �er�w..a lnw.e, i w bo.x .sx �' MClmetro •iar rwfrn.ln.P.f+.•^I.,ntkx fe 1.xfon I I k ACCESS TRANSMISSION r•rr p•a1.1a, I 1 uw•r1<,vn I w •Y.+. rn,:. SERVICES CORP •L•Mrr'w'brTrp.LAruReuw rM JPTOUII 40� I I MW14 •Y 6e'.e•+fwf tA'wEN oxat Nl ~ uwrw I ,r.^ phW�we lM1rwYLlM wdrt IuA rw,n,nn>Yw, v. ��'• I I � 1�a e.r•., pa ar•rh v,un wen 6D'�60• nfF I w1HA>paef e•w Mee. I 41. DETdlll •tl�ene•rw+M tenvlRm wdref ~ r° •ix ~ Jnr „,�•r� I I.A. I , I _. ..1, TIL 5 0 N ,xx�n .lk 'rea L I n I laotv`,°n��°„e w'r.l�xeires +x«a.1xmI KP SIDEWALK CLOSURE.MIDBLOCK orMen+lRmea Ppl Yl D[TJLS L-------I SIDEWALK CLOSURE,CORNER Y � ! •— • Mlle dnlA wrdaotNf an>mks er aner veeesYln ! ye _ rrlFM erurbe•n+.emgYn r.dMF4 Mlua.r.•,JMA oacmw____V.A -•.r•-• __--LLyRrrIOL�____ DE1 a; � featve>Can>htan wlel ni>IIw wFJnv4n MRM>ry wwbA _ f y •lrautn.br r.r.fvNn rN r•Irl•. © •-. n....4 r.H....,,YJi r>.-.-.._..n. { ....., uNDu.FDKT4NTMir[ '�'•""'^^«'m..+y.•r,x.f� e • he,lee naltfllo.Fo In(e neMwn W!C wdne nr•y.enMe 1hC f[A`[Mrn Yld ufe of fMf eo.rb�ufywlrw •efWen iOowle�ia�M•tMrc,�nwlp ® uwncrnm+ucnoe StJrrd.+N OJ1>rn/.xfll/e de- OREGON STANDARD DRAWINGS • ftt'TCD lw waentrRn>ar.leewn,teA•dMael mFTk OODADE mCpOW111n TAMC rynNMxca4+nrr wrrh TEMPORARY PFDFSTRIAN yenrn/N+¢refect enyNreer ACCESSIBLE ROUTES iv[M>w 1•<axrel veH(uY tneb. lI�D(MC/11/Cf JIId P.-M/<fJ. • Slye+wY,n me•f>w.1e wwMe•r,nye•w prMx.Mn /f Mle sole rcseanffFWkF e/ rrnl Teff r•Il dw>.fw r•tlwxy r.x ne m4Wf eneM>. nWM1N e-e eenn fMwrYe r JI rhwa. D1!Uier+nd tAeuM not M )Cl i L AtltlRIowJIRIkhIMWAYTe N•uwx W bQw.esl.TRr10 eTMe11SIDEWALK DIVERSION e,nrer tR 1 -lvtp,Fr etl�dHlab"1.%el".Yew 11-2021 Tms" w n.r vFMED r: s1m21wtre re0