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PFI2022-00113 City of Tigard * COMMUNITY DEVELOPMENT DEPARTMENT VO 1 = + 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 TigardBuildingPermits@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor .[City Staff Check(✓)nn, REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (✓): [[v]� 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#: ?F-Z 2022 —oo//-, Site Address or Parcel#: SAI 7(74�:. CSjonf, e <St Project Name: Subdivision Name: Lot#: EXPLANATION: P,P�;cuf e 'Prz Signature: 1 Date: �3J'�2o2L Print Name: Ti 1Gsr1> 6n e� Refund Poh" 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 • Not mon:than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended.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 forth of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. • ' OFFICE USE ONLY Route to Sys Admin—: 1 Date B Route to Records: Date B Refund Processed: I Date By Invoice Processed: Date B Permit Canceled: jDateatIMAM JByParcel T Added: Date B 1:\Building\Forms\RegPermitAcdon_12 518. oc City of Tigard PFI#: 2022-00113 ENGINEERING DEPARTMENT • . Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TIL DARTMOUTH TIGARD C TYPE OF WORK Project name: — — — D[ TYPE 1—Franchise Utility Work Brief description of project: performed byNWN,PGE, or utility icy 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 76th Ave and SW Spruce St performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: MCI Metro Access Transmission Services Corp • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 2250 NW Aloelek 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@verizon.com Phone: NOTE: Type 1 and 2 applications may be Contact name: Robert Newbre emailed to royTcrmits nerd-or.gov. Phone: 971-235-0884 Email: rohert newhrP@vPr'7nn rom 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: jherbert@tilsontech.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is 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 Sew'Hall Blvd. • Tigard,Oregon 97223 • wuwugard-or.gov • 503-718-2421 Page 1 0f 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 —a-and llti—mitations of the approval. vim/ /�— 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: PF12022-00113 Permit fee: Received by: SPU Date: 3/24/2022 Approved by: Date: Notified by: Date: City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-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 10%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 SUBMITTALTYPE 4: SMALL WIRELESS FACILITY TYPE 1-3: DETAILED 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 City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • ww-wtigard-or gov • 503-718-2421 • Page 3 of 4 Edge of Pavement I 4— Ditch � Streetlight I ........—•— .ir f 1R I ' 7��'ropos elvrerTiBe" I I � 1 Existing House ze I Existing Driveway �Oif� P14p] Existing Shop95'e—I 9ne--.—.—.—.—. I I Q 1 Firms L'(F H) 4 11 � 'Y1ll, 1 Scale: 1" 30' I i 1 TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if � I � ' I 1 � ; 1 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 Patl z/o is to ba plaeatl at the nearest croasxalk. N V J O N N vnom 100' 100' "y SW 78th Ave SW 78th Ave I. nrrweda �' d 100 All NO Parks are to be plae,v alDewsu � 26 hours beforevrork. CLOSED N d n 100' 6 y ono I Sheat Size=11x17 Dela:03(15!2022 Arrlhor.Jeremy n owwtll Pre 7M-.TIL DARTMOUTH TIGARD C DWG 25528-0001 Conbaetor In Wont Lone:Olsson Scab:Not to Scale To Comments: Ped a/o Is W be laced Temporary Traffic Control to meet MUTCD 2009 and The City of Tigard rules and rs. egulation P Z All devices to lee NCHRP350 approved. at the nearest crosswalk. FIELD SERVICES A to Z Field Services,6385 Broadway,Denver,CO 80216 PH(303)4164702 FX:1-877-324-2578 Emaildkirk tozfiekisvcacom r%1 m 6 N 3 N uxoM avoe 100' E 100' i ' SW 78th Ave SW 78th Ave yk / xxfxee E+mere ciiwrif m+u�wf inw d CI� ^.%rveve ^.axnva � cx ox ^eiHerax o IIS nn ox or ox �� a 99 950' Pea}10 la b ee plapea g • a nearest crosswalk. 100' All No Parks sono are to M placed 24 hours before work. WIEPx N d u a N a Sheet Size=11x17 N Date0111512022 Author2Coa Jemmy Followwill Pmlect:TIL DARTMOUTH TIGARD O DWG#::25828-0002 Contractor in Werk ions:Olsson Scala:Not to Scale Z Tp Comments: Temporary to be Control to meet approved. 2009 and The qry of Tigard roles and regulations. All devices to be NCHRP350 approved. FlELD 9ERViCEB A to 2 Field Services,6385 Broadway.Deaver,GO 80216 PH 303 16-4702 FX:1-8Email:dkirk elozfieidsvcs.com 1 \ 1 1 1 \ 1 \ 1 1 m \ f \ 1 y \ 1 awu \ \ 100' i i 111111 107_ DW 3W 78th Ave SW 78th Ave � _- f- 1 \ 100 i .- 9an e1 111111 DW } 9Mf4H1 0 9NItlYJ 7MftlYd 6 11 a \ \ Ped rrlo leW M PMMd Ped'o I,to be Placed \ \ a the mama crosavnik. Ped a ...r otoo m y 550' 100' \ eoso wmak � ru All No Parks AM to be Placed 2e hours before work. Shoot Size=11x17 Dote:03/752022 Author:Jeremy Fol ,111 Prolsot:TIL DARTMOUTH TIGARD C DWS•::25828-0003 Contractor In Werk Zens:Olsson ee Sl.:Not W Scale Z Te Comments: Temporary toTrafficry N Control to meet MUTCD 2009 end The City rules and regulations. to All devices be NCHRP350 approved. FIELD SERVICES A b Z Field Services,6385 Broadway,Denver.CO 80216 P"! H 3G31416-4702 FX:"77-3242578 EmsilL dicirkitinniozileldsvos.com rn \ •uor � \ \ avoa s 100• \ $l 100, J�Oulh y \ 100. . o 100' .V0 111111 100' .i.c Dw 1sl Ne SW 78th Ave ? 100' 100' 1 1 DW \ 1 o • Nor..•.! \ y\ a\ 10a noEwauc One lana road will switch aides c�oseo L or Iha road for polnolinB. 1 \ v0' a O \ d IF \ \ w 1 100' \ ' \ 1 1 100' \ \ 1 1 1 1 00 e�onso \ 1 NEP I SW 79th Ave Sheet Size=71x17 Data:03/15/2022 Author.Jeremy Followwlll Projeet:TIL DARTMOUTH TIGARD C Pad 7b Is to W pYea l DWG a::25826-0004 Goretraclor In Work Zon•:Olsson Seal•:Not to Scale at ma ttam[srosswslkZ� t'e mmama: Te s cors Temporery Traffic Control to meal approved. 2008 and The City of Tigard rules and reg uletiona. ro All devices to ba NCHRP350 eppvetl. FIELD SERWCES A W Z Field Services,6385 Broadway.Denver.CO 80216 PH(303)416-4702 FX-1377-324-2578 Emil,dkIrkC%aIczfIeIdsvcs.com y \ e 1 \ \ a \ 3 \ \ N 1 1 I \ \ 1 \ i N \ 1 m <3v DW 4 100' t 100' ♦ DW SW 7eth Ave —� 1 \ 1 - 1 i00' 100• a zoo' II r�9 DW \ o oo• � , \ \ \ ` � \ Sheet Size=11x17 Date:03/1511022 Author:Jeremy Follov 111 Project:TIL DARTMOUTH TIGARD C DWO S::25828-0005 Contractor In Work Zona:Olsson Seale:Not to 6.1. Z Tp m Temporary T rafic Control to meet MUTCD 2009 and The City of Tigard rules and regulations. All devices to be NCHRP350 approved. FIELD SERVICES Ato Z Field Services,6385 eroadway,Denver,CO 80216 PH 303 164702 FX:1-877-324-2578 Email:dkirk atozfieldsvcs.com \ 1 i \ 3 1 1 N 1 1 \ 1 v t m a�* N , \ 100. �5� V Oa��10 DW a 100' I Ph I I -_ I ,,`����� 1 r SW 78th Ave g 788VW , 200' i��1�� 788' DW $ b 6 \ 1 an \ FI8 150 \ \ 5 1 ' l \ 100' 1 rroso xNtlNur l \ \ $80' 1 1 1 � \ 1 1 1 Sheet Sizes:11x17 Dah:03115!2022 AUMIor:Jeremy FoBowanTl Propct:TIL DARTMOUTH TIGARD C DWO e::25826-0006 Cont=r In Work Zone:Olsson Scale:Not to Scala TY Comments: Z Temporary T rafic Conhol to meet MUTCD 2009 and The City of Tigard rules and regulations. All tlevlces to"NCHRP350 appmved. FIELD SERVICES At,Z Field Services,6365 Broadway,Denver,CO 80216 PH 303 16- 0 FX:1.877.324-21 mail, 7k atoNeldavcs.mm ? V 350' d ` - — " 360' 100' — — — � f — gox — Ped ala IS to M placed at the neanvt crossm le. " 0 - 10 $�b 100' d SW Atlantis l 0 f ti 0 100' Sheet Size=11x17 Date:03/15/2022 Author:Jeremy Follow 111 Project:TIL DARTMOUTH TIGARD C N Cohn e::2582!1-0007 Contractor In Work Zone:OlaaoScaleon Ela:Not to Scale Tp DWG nta: DW DW Temporary Traffic Control to meet MUTCD 2009 and The City of Tigard rules and regulations. All devices to be NCHRP350 approved. 1w aow FIELD SEW410ES Ato Z Field Services,&98.5 Broadway.Denver,CO 80216 PH 303 1"702 FX:"A -324-2578 mail:dkidc ewzlleltlevn.mm MCI MClmetro ACCESS TRANSMISSION SERVICES, CORP coNTAcrs OUTSIDE PLANT CONSTRUCTION MCI METRO PROJECT NE:(503 3 4-0826 ERTNEWBRE FIBER OPTIC CABLE ROUTE PHONE:(SDE)330-0826 EMAIL:ROBERT.NEWBRE@VERIZON.COM PROJECT MANAGER:ANDREW BEISLEY PHONE:(502)628-9011 EMAIL:ANDREW.BEISLEY@VERIZON.COM ENGINEERING AND PERMTTTING P D X V E R I Z O N PROJECT PROJECT ENGINEER:ROBBIE GASTINEAU PHONE:(913)748-2562 EMAIL:RGASTINEAU@OLSSON.COM PERMIT COORDINATOR:MAGGIE BRANNAM E W O : 2112 C B C PHONE:(614)625-4468 EMAIL:MBRANNAM@OLSSON.COM Utility Reference Number : TIL_DARTMOUTH_TIGARD_C County: Washington City: Tigard, Oregon 811 DESIGN LOCATE TICKET NIIMPER,S). Site Name : Dartmouth 21365309 12025559 12033532 NOTE: S36 TIS R1W ALL DRY UTILITIES NOT IULUSTRATEDHAVE PROVIDED AN ALL CLEAR OR HAVE BEEN A NO RESPONSE. .�..x:,..xex.x.xx.. SITE NAME / ID: DARTMOUTH/ 1707BKXU.021 START PROJECT: 45.44398, -122.77428 END PROJECT: 45.43504, -122.75921NEENEEN TUNE SHEET INDEX LOCATION MAP =w= °, .. .,.x.°xx... u^..x. Sheet List Table ". 5W Qbk&t Q,w Qak$ SW Oak It :W Ua1L it _ _ - Sheet Number Sheet TitleTENEI " 'x - 1 COVER a �u xr.uxr YJr m 2 SHFEf INDE%B LOCATION MAP O8 q p J �.x` ETNEN­ 3 GENERAL NOTES SW%mjo 9A Pine v Sw FEI SI Ruw°.xwxxxu a BILL or MnT[Rlnls TIL—DARTMOUTH 5 PLAN SHEET aB v 3 S ZZ ; PORTLAND NED n PIAN SHEET 49 G SW SpiUEG 57 ; 5<�nurn fit sw 50wo.It PREPARED POR: �® J PLAN SHERM B PLAN SHER 51 MCI 9 PLAN SHEET 52 Sw TAwo SL MCImetro r` ACCESS TRANSMISSION 10 PIAN SHEET 53 SERVICES CORP An aR 11 PLAN SHEET Sd SW i1 ${y SLNRST 12 PLAN SHEET 55 13 PLAN SHEET 56 & a O 14 PLAN SHEET 57 ti = 10 TIL 5 0 N 15 PLAN SHEER.SA Q' �x 3 tw,men i,;., INI 16 TYPICAL DETA ITS t b ewxantl,oc f.x.w y in NaenlM mm na°macn mm 17 30x60,30 HANDHOLE DETAILS m y IP EQUIPMENT DETAILS 19 FIBER DISTRIBUHON TERMINAL DETAINS SW mottle St SW DWI:, 20 TABLE ABRUPT EDGE 8 PCMS DETAILS L 'x 21 INTERSECTION WORK ZONE DETAILS 15 ,r 1\, 04 V22 TEMPORARYPFDFSTRIAN ACCESSIBLE ROUTE F ti n �W QNn10N SR .FU®E see x�xerx u"MED 2 0 CONSTRUCTION / GENERAL NOTES xR.P Br- xl,xl..wwx. CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTES :a.. � alxa S. MLMNOIGPG,IIICONMMCFMEYA10E9UC®ASY'M1 HAM Vd MLBS59KPIK 1. MLYIORX SSULL BE COMREIFI WMESSALOARMYKFW\Y MEPflMIPMG WBhCY C6Y. 1. CgiDUPSYNLKNONGHFPMµPiROM RCCM. AT NOTHEONIXECONSIRUCION BAWHCC.pJI POAD3f1WLNAVECdQM/CAKEPIAC® 2 MFCCNRACTOR MAA MYRTLE ALI TAYLOR.a4IERMLY IOCLU COMMENT,TRANSPORTATION 2 CONDUMWILSEFXIMDWMOMAFQIMMIASNLENDIH. aYRA� AI6Y ANMWA CEPH. AND POWER SMMC¢NECESSARY FOR AND MCIDENIAL TO COMPICTION OF ALL WORK AS 9. ALLWOBSHALLBENRFORMEDNACCOPDMCEWMWHAKGUUMM PARTICULAR EDUCATED ON ME ORAWRGS AND/UR AS SPKN®HEREIN. 5. CONDVPS WILL NOT 1E LEAMAN}'IROMµY WALL Of ME MwrvOHOIFOR MwNXOLE __. EMPHASP HAS BEEN PIACEO ON ME REQUIREMENT TO$RON OR SLOI ALL ESCAVAIKKJ3 GREATER 5, ME DRAwNGS ARF DUG4AMMAIM AND INDICATE ME GENERAL ARRANGEMENT O11Y5RM5 AND A EMPTY CONDUITS W41 HAW MULE TAPE PULLED THROUGH.µD EXPANDABLE PI W. MANKURHIFEEi DFEE. EWIPMENTUN OMMWMEIN CAIEDBYDiM[MIONSOl DUA45.DA TMUPMMI 5. CON OURS WILL BE SMILED AT ExRARLOOF HANG UB AND ANY OTHER HOLES FMDEWRIN �AP_ 9. ALL PAWNING U BASED ON AS WIJMORMAM]N.THEREFORE SOME VARIANCE SHOULD BE LOCWY4 SHALL N GOVFRNfD BY ACTUAL IIID CONDITIONS AND/OR MSRUCPONS OF ME RETAINED USING MORTAR. axe ANM:MATED.ADJUST AS MRD®. ENGINEER AND/OR OWNIMT REPMMTAME. 6. WM¢E GROUND ROD BCALIfO WRR6 NOT N)IXCf[O h'NMEIGM ANO WE'MAVEACORN v u>•LIx[ b. RALROADCOMMU ICAIgNANDSIGNALCAKESTORIOCATEDPRICEIOCONSRUCIpM . THE CONTRACTOR OPERATIONS SHALL BECONFNMTOARMS OFNEWCONSRUCTION. ARACMfD. A w..�xR�xal.N ACTIVITY.COMMUNICATION TO R GIKN AS HOURS ROME PRIOR RJ COIHRUCEOR OR AS MUM BY a YaRIaY P6,MR 5, THE COMRACIOP SHALL KRESPOMR.NSE FOR RVAFO/OP P¢iCUO IMJNANF DIAMIDE TO ). LK)IOlI5 W4BF NSIALLFL. _ THE VOTING ACCESS ROAMYAY AND AM ADJACENT WE AS A.1111 I6 MF WING N INpH MADE APONhD MµMORS WILL K Rf3TOBD.COMPACTED.AND LEVEL WITH HAMMOM. S. ME COIINSCFOR MALL RECD VERIFY ALL&MING STRUCTURES,CONTRAST PATHWAY.COFEM S, CONSTRUCTION.All DISTURBEDµD DAMAGED AREAS SHALL R RESTORED TO MI.CARDINAL PLANEIYAENRICIM.AIq SHnIL WMFC4THY TORY R50N CCNSTR11cIpNIM1MGERAIp RSOH DOMINION OR BEIRP UPON CONTRITION OF ALL WOR, 9. HUMOROUS WILL BE CLEAN OF ALL SMOG F BK WEMI DIMITY D6CFBANC6. 6. BECONRACTMSMALLREMOYEALLWASIf.DFK4ANORAMFROWSPEAIOMSOSEOFNA IQ Mw MIWEEW4LRNELEDWMRACESAfEAMARACHMTOWALLP¢SPEC71CAMN. E wax• 6. ME CONTRACTOR MAU MAKE NECESSARY AOWFJMS TO PAOIKT&6TNG MINTED ERRS. LEWLM4NNMEONADMLYBK6. II. TAGS WILL Of INSTALLED ON CELE M EVENY xANMO&MANIpIE,MIT INE.WT COMFEC.1 Ana �LIeAAxuxue PANNC.CURM.GALVANIIEDSUPFACES,ETC..AND UPON COMPLETION O WOPC RPAR ARTY F. ME CONreACiC45HALL NST4LALL EWNMfNi ANDMAIMINLSWACCOPDANCF WRX TIE AND IfOGYY. DAMAGE MAI OCCUGED DMRHG COMMCMDN tO ME H.TSFAnpN O RSOU NSPKIOR THECMANUO AMMSHMISS OM%ppATIONSUNIRST AND NRMRALU ATEOORDANCEHERYMSE N ME - IRITIS (, ws rxx AND/ORCIM1 NWKIOR. 12 CONTRACT DOCUMENTS O[LOCAL CONK ROIAIUNS.1 PRECEDENCE. MIN SUCR AND B[xO Rw&uS RR VF(31CAIpN. b tYxYX LIRXI I. ALL ARIAS STRAND WILL OE I.W UNLESS OTHERWISE 5PKIFIE.ON THE.PAWNI19.MIN OWMCIAMPSWKBEI FIRM&MANITMMIMOVGXAOTANDWRLKMN1 1-FAR A-R-0u 8. ALL WORK PERFORMED AND MATERAIS MSTALUED SHALL K M IRI ACCORDANCE WM ALL AM UPRENT. R. ALL GUYING SIRING WILL BE I LOU UNIOS OMEMME SPECIFIED ON ME DRAWEES.AWES. APPLICABLE CODES,REGVLwI&M M M AND ORDINANCES, E CONTRACTOR ALL CNE ALL TORCH T 9. ALL ANCHORS MALL K ST LONG.DOUBLE EYED,I?SCRW TYPE UNLESS OTHERWISE SPECRED ON TO COMPS Y WITH ALL LAWS,ORDINANCES,RULES,REGULATION AND LAWFUL OMMM OF ANY 14.CAKE WILL BE DOUBLE ASSIED WIIM DUE WIRE AND LASHING WIRE CLAMP WILL BE WHY. 1'I-DARTFNIT_I TMM INGS. PUBLICAUTHONTI¢HAVNG TURBOT:TION OM ME PMMCRMANCE Of THE WOW.MECHANICAL 15. YAC¢$WILL KINSIAUEDWN MAI,TIGHT.MALE Of ASTING WIRE CLAMP.AND NO FURTHER l IMVV III AND ELECTRICAL SYSTEMS"ALL BE MSMILED M ACCORDANCE WN MI APPLCASE MUHICFAI MAN S FROM INE LASHING WITS CLAMP. \D. "I iNA,CARE SHML BEO ILLMRHM USING0.4SSANLF53lAMNGvMO AND UILUG COMPANY$PKEICAigNS AS FURL N LOCM AN.SiA1ECOM.ORDINANCES ALA PORTLAND NED II. ALL CONDUIT MALL OFtEU INCH HSIX GAMETES HOPE$GET I UNLESS OTHERWISE SPECT®ON APPLICABLE ROULATICNS 16. AREAL LAOS WILL BE AT EVER POLEARACHED SECURELY IO FOR WHEN PORTABLE F ATTACHED TO ME WAWNGK 9. ME CONRAOOR MALL RPOI AM[ANDY THE WOR USING MF BEAT SKILLS AW NIfNION. PAINT)TAGS WILL K SKW®TMx IM RS PREPARED FOR 12 ML"M CMWff$B SHALLBE".MZRM VNLSSOS MISFWFCWWDONME MECONRACICR SMFILL RSOLRT REI'OMRFfORAILO ME COMTWCPCN ARM, 1J. ANYg51q WNBMTMLCOMACTMERERGUEWNRRMOi'®fPl>vSMLEMA �R pFORTMOS_ METHODS.TKHN%711FS.SEGHUENC¢AMMOLINARI A.FOR CCOPONAMG ALL PC41gINS WARD SET N PLACE. OMMR MCI FWCRK'HIME CONTRACT NCLUCRC OAN CONTACT AND COAI MEN WE IB.CABLE WI E STORAGE LL HAST SNOWSHOE INSTALLED TALLED WEE SITE FOR BEND RAMS. I;IM%NUIM NBUNG RfISIONONUB1E566'JO LBS. FROLICS AUN/AEA AND INE OWNERS SIRKMEMAIIVE. IA PULING EYE MUST Of USED AND ARCHED CORRMRY IO CANE VIA Np IO BPPAKAWAY SWNfI. 10. ME CONTRACTOR MALL KEEP TxE CENTRAL ARA CLEANµD FAILURES FIRM WHOSE O ALL DIRT. 1P'YHNCAl R6fR W4l K V AND nRACHED TO STARDOM HIM DRIVING STANDOFF WHEN"STOP) DBRS.AND RVUW AND RMOVF EOVPMENI NOT SPK OUR AS RENAMED M THFPMFE1tt. AND BE CAPPED AT THE TOP. MCITeTIO CONSTRUCTION IS. O CONRION MUST COMACtLOCAIURMLOCAIESMRVICBAMNRMIM F4MWRRgR TO LEAW PRENTS V W CL EAN CONIC WE AND IE FROM AM PMIS SPOTS,OSI,OR SMUDGES Of TO..DROLL NOS WE K ATTACH®AT ME STRAND,AT ME SECRET NG AND MCR D OF AN AAL RUN AND. ANY NATURE AT EVERT ENE POI¢NBETWEEN . AC ETRANSMISSION NATURE IA ALL WORK IN OR ALONG PUBLIC MGHtCLF.WAY WALLS PERFORMED TO ME APPROPRAIE SAFETY 11 ALL DIMENSIONS PERTALMNG 1O BUILDING fNRANCF FACILITIESID AWILDING PMERATIONS AM 21.DOWN GUYS WILL U INMULDPKIIRIO AERIAL STRANG ON 75 OWN ANCHOR.WHY.WITH SERVICES CORP SH STANDARDS.WARNING DEVICES.GUARDS.RAERS,HAGSµD FLAGMEN SHALL BE USED AS APROXUMIE.PUMfJOLT RESPONSIBILITY OF IHt CONSmUCIgRTCOH1R/.CIOR IO VERIN ALL JMNM BAIL.AND GUARD INSTALLED. !/ NI[ WK AK PA LA WS,MADE COUNTY ADEQUATEPROTECTION�OV 10 WORKFCOURME PVARIEDUBLIC ONTRRL MMMSCNS AT TMST 5 WORI.ING DAYS PRIOR TO CONSTRICTOR WIFE THE WILING OWNER OR WARNING SICRY GNAANDCWNtt OMI NFLABRfUMEIO WORKINGHOURS.URRARCCORRCI f]T*N .SRIKER. CRMfM WILL KNOCIOSMt TITµONE FXrI fPOM OMB NILIIIF60N PONE,AM WARNNGSONAIS.COLOROLEMNFUM@S,GUARS,FLAGMEN,EK.,SNALIOECOMPLFD MEBMDHGDUE10 REPIBEMANG THE EFOMAUTHAUfED WILL EE KPA. AT SRAIGMI WMWHfNWORONGONORNFAPAMYPVKICRIGHTpFwy ALLDFNCBMUTKNPVCCE CONTRACTOR ME C IO ECTNOTIFYINGCONDATORT AUMORRiB W1lKRPAR91 At ME3OF PRIOR TO ME STAR OF COMIMKMJN AM SHALL K FMMIAN®BY ME CpMIRIC1pN E%PMMF CE ME CONSTRUCTION CONIPACIOR. COMRACTOt WE CONST WN. 15, MCICOFORSFS MEf LOWMGMERAINGMTILIES: ID. IHECONSMCIIONCONRAOMSESMWKEfORKOWHCµDIfSINGAILIMNHMES ROOKS FRP NIDI..INC � I �� Q PRIOR IO MIRY.ED OPEN FUME FORCE LOFT®CIGAR.CREMICTE OR IPF 3MAU K BROUGHT MCI METRO ACCESS RANLNSSON SM M11.' NEAR OR INTO AN CORERFAMMOE.MB RULE MALL OF OBSERVE EVEN THOUGH BIS ANASCI WMROCOM NEISERPTI NC. MAT ME ATMOSPHERE 6 WEE O COMBUSTIBLE GAS.AWMCLR MUST BE CONTINUOUSLY XOCOWM c.w% WNR4TED ATALL PAIRS DURING WORK WITHIN MEMANXOLB. S N&IIMI IGONS COMMVNIxa 15. ANY AND ALL DAMAGE TO ASNAI I,CORI NVFAIEM,CURBS,GUTIBL SIDFNAVS,PAVES MEAMECOM,NC_ mS Po11hn61USOp DRAINAGE DPCXB,FJABµKAENS SHRU¢.TRE¢,GRASS SOD,ETC.,SHELL BE ME SOLE TMKOM'USA,MC. MUNICIPAL NOTES INTI Pwmaen eol� RESPONSIBLE Of Mf CONSTRUCTION CONRACTOR AND SHALLK IMAEMAINI RESTORED TO TEL pUBM®VC.MC. ORIGNAL OR SERER CONONN RI AT MF EXPENSE OF THE CONSTRUCTION CONTRACTOR, •THE MCI FACRNES WMRN TM6 CONSTRUCTION PACKAGE ARE HELD BY ME ORSIN INE '.9. THE CONSTRUCTION CONRACIOR SHALL NOT STAIN ANY WOR LEM AN APPIT"D RESUME OR ENTIIrR¢I INDICAUD BY AN ASIEIMK. KSI WRITTEN APPROVAL FROM THE PROPERTY OWNER 6 IN MGP POSSESSION. CONTRACTOR NOTES: IS. AU DONE OfKCAUE.COM&OIK SHALL HOTW WORT BY TRAFFIC PLED TOSS ",L' vP✓ m.ALL ROTTING DIMENSIONS CELL M FRO ME FI SEE HMO OR OFERWCEwNI¢UOMLW F R.ENuN cOHRAnDR 1ALIMtwDRKMA NWNAT1.CONTRACTOR TOLOCATECONSANDE%POSE REQUIRLL ED IES PRIOR RI 91.A.ROTTING DIMMSIOM AR FPpA Ls1GE OF VAVFMMICR ECI CARESS YKF®BY MN2 MAY AFPKtRAMICCAPNNOfACux¢M ME ABSENCE AN MCI MAlorR OR CEPIIF® COMMENCEMENT OF CONSTRUCTION AS REGUrfED BY THE JURISDICTION CONTRACTOR. HAVNG AUTHORITY. M.fEFA6COMIDEA®MIJOR IMIEMIAR RDIRE IDK990RI®.MBEtlµEMMFB.W 16 LOCATIONS OF SOME Ci ME PHYSICAL MATURES WERE PoTA FROM DATED MAINLAND KERION®I FOOTAGE AND AN ALOAT ACMAI PLACES FOOIAGE,MRCARIES RAPE Wµ.AMry MAPS CR DICER MAwncs.AND Ru,Y Be A5 S110WN OR REMOVED ON MESE 2.RESTORE ALL AFFECTED ROAD/CURB PAM AND ANY SIGNAGE DAMAGED A SEOUMAUL IUAeFLL NSCR ONTO ME CODE SNEAM,THESE SEQEN1U¢ARE A RUNNING DRAWMGa OR REMOVED WRING CONSTRUCTION. TOTAL Of ME LENGTH ON ME CABLE END To MO. AND FEEND 3.PUCE TRACER WIRE THROUGHOUT, Z5.WMMRE.ONMG THE SWUENRM NUMKRS CORR¢POII¢ID TO ME TOTAL LENGTH I].UN MONARCHS, UM RR HOTFKM PROVED ARM AVAE ERPUGRMATIRMWILL 4. PLACED MUST BE CAERERPOE®TO THE APPROPRMIE RML_ AT IEDMEWIARMINKESSMILTING,KOENG,OR URLRYWL$0TATCEKVERP® COSSINGNWERAN MVERIICALSKNTO SKINSEPARATION OF IS-WHEN u KEPLCf[EIH CAN BEAUVMCI III EVEN OFPLOVIHD.011 BOR OWL$0 THAT CERAMIST 14 5.PLACE NSW IT RFACILITIES. N,WEEN PLACMG HOPE IN AN C1MT OFBACHOPE wW OfPLACEDHOER IENSIONroIACNMUA cwKERACEANDCAN KAMDFINEVL911ER ROUND . S.PLACE INSTALLATIONS WRHA MINIMUM HORIZONTAL SKIN TO SKIN LARGE OR S SHARP IR TO TONES UCEMEM OFBTHER LARGE FOUR 12MATERIALS LS THAO MAY CAS1.E WILL LEE DAMAGE 19. NFEPLANS WERE LOCATION EDBY F ANY UNDERGROUND HO UM1ARCHIT TOFU OF EEAII�RUNS ARAKE TTY OR UPDE O4ALL BE rON¢ORSLLYTAMPED AN CONTRIVED IN T1UNMAY c,AS SECURE BYT MRFPLAMSwERE OBTINFDnCF LL AIOH VREOFIHEU FEE AVABAKECMS SEPARATI POSED ONDULTWERA AL WATER FACILRIES. MONSCHYTENO MUMA ER,RMUNICAIIYCA ANDCONTRIVEDAGENIENIPMCHIINS,AS SECURED BY ME CCJFNYR�OftA HATDIFFRENTFR FROM THAT SLOW,ME CONTRA COR UNDERGROUND RPWTHE MAY b CAUTIEALL OPOST CONDORS,FOR MICI I r VERTICAL SGS UTO HE SKIN W OfCEA WATER vtL CAB MaLACED aAILROAW.L OR LOCAL PUYAE,BTELYAI INSFAUATI BE SOMEWHAT DIFFERENT TI O rBY CONTACTING CONre RYCOPARES TED PIRro,,PRI lNe FACIA WAMFACILIIES.2 AMINIMUM MUMSI TOSKIN VERTICALSKINEN[LEA RANGE r5 AILCABLES PLACENHOPEwnI BE SEALED LMMM)4ATELr gFT&NSIuuTaN. ItaaRAUIIONTHRWGx N1 IOP BY coMIAnHC ME unrtr corwANI¢DIREcrtr,PRIOR,IO FROM WATER FACILRIES.2'MINNAUM SKIN TO SKIN CLEARANCE ON Ib'A ah.ALL CONDUCT,FEW AND NNERDUCT WILL K SEALM IMMEDIATELY AFTER PLACEMENT.ALL DUCTS EXCAVATION. LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS ENTERING A BUIONG WALL R SEALED BOM AT ME POM Ol ENR SFISHMHMX LE11s¢N AM AT A.ALL SHOWN RUM OOSFM MM ARE$NO"ON ME COMRUn DRAwHG µ S,ANY D N1 CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORIZONTAL SKIN ME PONT OF EMERGENCETFMT EXPOSED IOCATICN FROM WM JACK MOON MUM GO ORBS MCOUNIRW AR ALSO TIE RSVONiI RY O 1IE COMPACTOR 10 LOCALE MOODY, EOINMI., AND"E"E G MACED. TO SKIN CLEARANCE WHEN PARALLELING WATER FACIIfLES ANO 27.ALL CONDUITS WILL BE CAPPE D OUNI P LACIMENT AI WELL AS AMR PLACEMENT iO Pft MTH E V,NO ORM NO LOS of ANY Kw. CONSTRUCTING WITHIN THE PRO%MARY OF MAINS.APPURTENANCES,HYDRANTS, MIRY OF FORTRAN OBJECTS OR SUMMIT CEO INTO ME COMITUR M AD UTu11M IHAT WILL N COOVEL BY DaxCTANAL Dnuw wKFEE POTHOLED 10 VEMY AND SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE IB,PRE CARR s1uM B DMANGED,ME MSM DOISTRUCRDPI MSRCTOR INN R NOIR LOCATION AND DeM. PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIIC REVIEW OF MY u v.ENAMr AM ME CABLE WILL R INSIEn®.AMD TEST®. PLACEMENT. PAY OF NOT.lXia IIN,Rlmu V' FYRfOaI RYRV IR YIP M OPLAT OR.ALL SPLR:E XANDHOL¢JMANHGES WII L BE OROUN TO CONFORM TO TR VERNON TYPICAL ENGNMHG DRAWINGS. W.WHEN WORNM WITHIN UDOS ROADS OR LOOT RIGH O WAY ALL CONCRETE USED MUSIKY KI'D, MW xIIwR APPROVLG By UGOt. MED3 BILL OF MATERIALS �M. .,. ...e.o a........ TIL-DARTMOUTH PORTLAND NED PREPARED F a MCI MCImetro ACCESS TRANSMISSION SERVICES CORP an wa TILSON ]}e04 NF Ji�yvi�W B�iIJ��y6 Imtl O tIn(o�[IkJ omacRcom 9fAs nlecll.[an i .Y°"n.c1pMuoEs"'�Oe.io'�ol'E"s:[m v aFl®B.: sxEfl xUUBLA a.mFD 4 o q I .Ye_an•MP TIL—DARTMOUTH PORTLAND NED ••spa_ j __ _ _ —_.ra_—/ \ � •�.".w _.. -._ _ __ I PREPARED FOR: -- MCI MClmefro — ---. ---_— _ ACCESS TRANSMISSION EW SPR w 31' • —S9_—'—� --- s — SERVICES CORP --w----- __ SPRUCE ST � ---_F _-- N w w -- ___ _____ I 21' — n ` —r0[ S2 25 I \ fso._.rw....n s•s•s INSTALL HANDHOLE t\ I \\ fan„m.aimn CONTRACTOR NOTES: STA:52+25.HIM - 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR LONG:•122.75750 LAT:45.1{201 2 ■ �\ TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE SUCK:"'A' is JURISDICTION HAVING AUTHORITY. 0rs,�r ,II 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY LOOP SLACK. I S \ SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. SPLICE:N/A 17(4'BORE PR F \ 3.MACTAINA IWIRE NIMUTHROUGHOUT. PXC BORE PR REQUIRED 1�3 A.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IB"WHEN CROSSING SEWER FACILITIES. 5.PUCE INSTMLATIONS WITH A MINIMUM HORIZONTAL SKIN DIRECTIONAL BORE APPRO% a TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. 1{63'TO PLACE 1-2"HDPE. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN OSP:SPANPATH:: 32"I THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINMUM IB" PLACE 288CT FOC , VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' FIB:BUR:: MNMUM SKIN TO SKIN CLEA IANC E ON I6"B LARGER PIPES WHERE CROSSING HYDRANTS NC LUDING FAC IUMES NOTED AS CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUMS 13. HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITES AND CONSTRUCTING WITH IN THE PROXIMITY OF MAINS.APPURTENANCES.HYDRANTS,AND FOR CONTINUATION BEE SHEET 6 5ERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW OF PLACEMENT. .v.rvrsw,Pass niev.ii.-�ciw uow�oeam.a.w.seu 7.ALL CONDUIT SHALL BE PLACED AT A MINMUM DEPTH OF 36" SCALE:120 l f aU.•w MED 5 1 CONTRACTOR NOTES: ...,.e.. FOR CONTINUATION SEE SHEET S 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR I. x.o.o.......— E " TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ISUII.�.o..vr.•.. JURISDICTION HAVING AUTHORITY. 3 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY -31 . — ®a a SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 0.PUCE TRACER WIRE THROUGHOUT. j 3 !.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION V•- OF IB'WHEN CROSSING SEWER FACILITIES. S.PUCE INSTALLATIONS WITH A MINIMUM HORUONTAL 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 MINN UM I S' � xr. •• VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' / MINIMUM SKIN TO SKIN CLEARANCE ON 16'A URGER PIPES g WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _ CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5 ��`• ° I HORRONTA L SKIN TO SKIN CLEARANCE WHEN PARALLELING ns. WATER FACILITIES AND CONSTRUCTINGWIIHIN THE PROXIMITY —` •(r as RR < .. ..�. a ....w.. MAINS APPURTENANCES,HYDRANTS,AND SE SERVgES/METERS,ANDDPLACING WIRE ANCIgRS.CUY WIRES -+*n-------___ CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SUE SPECIFIC RENEW OF PLACEMENT. DIRECTIONAL BORE APPROX 1 ].ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 3W 145'TO PLACE -- - - ---- -' ---- 1Y HDPE. • ----- ----- —— TIL-DARTMOUTH OBP:SPAWATH: ---—s --- s PLACE 288CT FOC FIB:BUR:: PORTLAND NED I � PRLFWm FDR " I 50' MCI MCImefro Q -----xa.erx..-_ ACCESS TRANSMISSION " I z SERVICES CORP �31. TILSON —._.--nn` -air—__ I ssem xram�na wine --M•-ter»---__ ..�__ y/., , I mm�n.m am Z {•k t QQ I i y `� I 1 � I FOR CONTINUATION SEE SHEET 7 +:irsx¢�"wc°uu:�:x n�uxrn .aa¢saxln nwm m o.s ouua:r SCALE:120 wMEDc v�6xuwxx r„ CONTRACTOR NOTES: c 1� FOR CONTINUATION SEE SHEET 6 I.CONTRACTOR TO LOCATE AND EXPOSE ALL URLOES PRIOR ••�•�•• •••.•.. - ------TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE .x,.o,x.w..... ".^ JURISDICTION HAVING AUTHORITY.2. .,..,...,,. .oss 2 SIGNAGE ALLAFFECTEDOR REMOVED DURING AND ANY -y ..a.o. Q ...,...,a. I i SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. _ 3.PLACE TRACER WIRE THROUGHOUT. _ 6.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF NF WHEN CROSSING SEWER FACILITIES. ••"•"• 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 FACILITES.MUST MAINTAIN A MINIMUM 18" —a— .' x _ 8 VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' s�•�"� h MINIMUM SKIN TO SKIN CLEARANCE ON W'&LARGER PIPES �� `D WHERE CROSSING HYDRANTS INC LUDING FACILITIES NOTED AS _ I t CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5' _ I HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING _ WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY • �� W OF MAINS,APPURTENANCES.HYDRANTS.AND , w�� SERVICES/METERS.AND PLACING WEE ANC HORS.GUY WIRES j CAN NOT BE PLACED OVER SE RVICES OR HYDRANTS WITHOUT DIRECTIONAL BORE APPROX SITE SPECIFIC REVIEW OF PLACEMENT. sss..o.x.�.•. 7.ALL CONDUIT SHALL BE RACED AT A MINIMUM DEPTH OF 36" OSPS ANPAT 1-2-HOPE A TIL-DARTMOUTH OSP:SPANPATPO a PLACE 28BCT FOC F ! FIB BUR £ PORTLAND NED K PREPARED FIXC' 1 MCI TRANSMISSION ACCESS TRANSSSION SE I RVICES CORP 50' I I I K TILSON I I � ,vxLnG,M9l]D eiry6 y am Is•om«n.som C I I �M I I � � I I —25' I I 4. FOR CONTINUATION SEE SHEET 8 IO®l•4 Pi@ O Y9 x•f OWNP. SCALE:120 oxn.®e.. nlmeuwse ' MED 7 nswsmn CONTRACTOR NOTES: IN FOR CONTINUATION SEE SHEET 7 I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TSN............... TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE X%IX JURISDICTION HAVING AUTHORITY. .uuw•.w.uxa3 2.RESTORE ALL AFFECTED ROADICURB PAINT AND ANY �a .. ® ------- S L ! SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. N 3.PLACE TRACER WIRE THROUGHOUT. I 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION ... 1 • OFNCROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN - R TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. —_ 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN iwix`,wi u. THER/WOF WATER FACILITIES.MUST MAINTAIN AMINRAUM IS- VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 +..., MINIMUM SKIN TO SKIN CLEARANCE ON I6'3 LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _. _ I CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5' N HORIZONTAL SKIN TO SKIN CLEARA NCE WHEN PARALLELING WATER FACILM ES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS.AND ............. ....xxou SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES N.•..„„w, CANNOTE PULED O . .x..�wx... BVER SERVICES OR HYDRANTS WITHOUT „w•„,,, O „mom„x•, DIRECTIONAL BORE APPROX SITE SPEC FIC REVIEW OF PLACEMENT. .,...e...e.e.. 1413'TO PLACE 1-2-HDPE. I t & J.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36” OSP:SPANPATH:: PLACE 288CT Fmi I TIL-DARTMOUTH FIB BUR N w I PORTLAND NED I a � I PREPARFL FCR' _-... ...« _..u.w_. I e -” MCI H I MCImetro I I ACCESS TRANSMISSION X I SERVICES CORP I R w 50' 8 I R I TIL50N 23--"') I v xubercw9.xeamxz eo hcox I iiNom.ox..om uore,.n.am 1 i 1 _ I o I � m �— FOR CONTINUATION SEE SHEET 9 M.`"�e�".c.n�'ew ni sine1O1rr�: n uv we am•w. SCALE:1:20 nrn®e.. xxx xwe .n MED S 0 CONTRACTOR NOTES. FOR CONTINUATION SEE SHEET 8 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR '�N•.ewr•••.^^ TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE .mur w ' - JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY -} urr ®.w•....e. R SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. _ 3.PLACE TRACER WIRE THROUGHOUT. " {.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18'WHEN CROSSING SEWER FACILITIES. ^�••'"�••x.. R I S.PLACE INSTALLATIONS WITH A MINIMUM HORBONTAL SKIN TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. — '°"'• "^ I 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN A THE R/W OF WATER FACRRIES,MUST MAMTAN A MINIMUM IS u VERTICAL SKIN TO SKIN C LEARANCE FROM WATER FACILITIES.2' + r v MINIMUM SKIN TO SKIN CLEARANCE ON I6"S LARGER PIPES r R " W WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS ® CRRICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S = HORRONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING . •�••�. WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXMRY I O B OF MAINS.APPURTENANCES,HYDRANTS,AND ® �rr�• W r.. SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRA NTS WITHOUT ! nmrr uv.•m. l0 I SBE SPECIFIC REVIEW OF PLACEMENT. DIRECTIONAL BORE APF'ROX .cwr.nwu DIRETOPLACE RE HDPE. I I ^ _7-ALL CONCUR SHALL BE PLACED AT A MINIMUM DEPTH OF 36• OSP:SPANPATH:: I - TIL—DARTMOUTH PLACE 288CT FOC I R a FIMBUR- PORTLAND NED I I I I R j AINm FT1R� I MCI i MCkFTe1Fo I I ACCESS TRANSMISSION R ! I SERVICES CORP I I ri• 50'— TILSO 19 I I olsson R I I � I � I I I I I I I I q4 I � FOR CONTINUATION SEE SHEET 70 SCALE:1:20 rMEDe crxi9 uu•x cav CONTRACTOR NOTES: e�.".e o FOR CONTINUATION SEE SXEET9 1,CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR e ,•^•^•v...•x^ TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE VXIK emewx.""re.e v 3 H JURISDICTION HAVING AUTHORITY. ...... ® , 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY p3 $ I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 1 4.MANTAN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION B OF 1W WHEN CROSSING SEWER FACILITIES. •^"'• S.PLACE INSTALLATIONS WITH A MNMUM HORIZONTAL SKIN - .` TOSKIN SEPARATION OF 5 FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE RIW OF WATER FACILITES,MUST MAINTAIN A MINIMUM 18' I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2* J, rr— E•E B MINMUM SKIN TO SKIN CLEARANCE ON I6"S LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS 23, "+/.--- CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S — HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING e WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY b ,....rr.• ® sr...x.,e OF MAINS,APPURTENANCES,HYDRANTS,AND � I SERVICES!METERS.AND PLACING WIRE ANCHORS GUY WIRES a,",,,"•,rv� err....ou CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT P „"...... ,vv.evu —-----� J 4• I SITESPECIFIC REVIEW OF PLACEMENT. 7.A LL CON OUR S HALL BE PLACED AT A MINIM UM DEPTH OF 36' R TIL-DARTMOUTH I I B PORTLAND NED PREPARM FM I ' I MCI ! I i I MClmefro B ACCESS TRANSMISSION j I SERVICES CORP DIRECTIONAL BORE APPRO% 144T TO PLACE 1-2*HOPE. OSP:BPANPATH:: Q I W y PUCE 288CT FOC I� FIB:BLIR:: " T I L S O N I � I � I E I I I R I i �j 3 I I B I I I B i I I I I B L I I R N i I I I I I ! I I FOR CONTINUATION SEE SHEET'II SCALE:1:20 �errmrc e�.wa en MED 10 0 CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 10 I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR •^•^••^••"^^� I'. I TO COMMENCEMENT Of CONSTRUCTION AS REQUIRED BY THE �iaa eY�.a�xa eY,�xe 1• B JURISDICTION HAVING AUTHORITY. +.,...,. a 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY • .,=^e. ® ro<a.:.... Y"J SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. noun. 3.PLACE TRACER WIRE THROUGHOUT. R w 4.MAINTAIN A MINMUM VERTICAL SKIN TO SKIN SEPARATION I 1 I OF 1 V'WHEN CROSSING SEWER FACILIFIES. I 11 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN a I TOSKINSEPARATION OFS'FROM SEWER FACILITIES. =F,_ w iuoa 1 6.ALL PROPOSED CONDUITS,FOR ALL UTILITYCROSSINGSIN _yY— Y°fru e`M I I -THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IB' —ev— A ., I VERTICALSKIN TO SKIN CLEARANCE FROM WATER FACIUMES.2' f suYa •Ye "' ten. MINIMUM SKIN TO SKIN CLEARANCEON 16'6 URGER PIPES •aeue.x WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS 1 I 9 CRFFICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 _ HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING awn, WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY ...xo.a OF MAINS,APPURTENANCES,HYDRANTS.AND ® ww R t I SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES I I CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT mrm I SIESPECIFIC REVIEW OF PLACEMENT. h R I.ALLCONDUOSHALL BE PLACED ATA MINIMUM DEPTH OF36^ rrax.wnnu I » J TIL—DARTMOUTH I / ' R I PORTLAND NFD PRI FOR DIRECTIONAL BORE APPROX w Y 1413'TO PUCE 1-2'HDPE. I I / ' I OSP:BPANPATM:: PLACE 288CT FOC //fir M`_I MChnetro ACCESS TRANSM10 55N SERVICES CORP R I I I 1 ' TILSON I 25' R R I I I 50• zmoz xEx„a.�w,e,.�n�a�nl s I Y I ra,n,=a.oa nz��«n mm L I I• i I I oisso II I I I � R I I I I I I I I FOR CONTINUATION SEE SHEET 12 IT�Ajo SCALE:1:20 CONTRACTOR NOTES: I FOR CONTINUATION SEE SHEET I1 I.CONTRACTOR TO LOCATE AND EXPOSE ALL URLITES PRIOR 11. .wro•m.•.ouo TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE moi, •u..,o Dano. d ° JURISDICTION HAVING AUTHORITY. O axr B rma 5' I I 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY _�...._...�r SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. .au.. �. _. vim x.wweuxuo• —'3.MAINTAIN A MINIMWIREUM THROUGHOUT. •N+u .... I 4.MAINTAIN A MINIMUM VERTICAL SKIM TO SKIN SEPARATION I OF 18'WHEN CROSSING SEWER FACILITIES. 5.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN �O•' w..o uxa B TO SKIN SEPARATION OFFS FROM SFWER FACILITIES. 1 I 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN —_ — THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 18" I VERTICAL SKIN TO SKIM CLEARANCE FROM WATER FACIUMES.2' + m •"GG`"` I I MINIMUM SKIN TO SKIN CLEARANCE ON 16'&URGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITES NOTED AS _ R CRITICAL INFRASTRUCTURE IN TH E REVIEW A N D A MINIMUM 5 p=r HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING � WATER FACI LIMES A ND CONSTRUCTING WITHIN TH E PROXIMITY I OF MAINS,A PPURTEN ANCES,HYDRANTS.AND .G I I SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRESW um.wr I I CAN NOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT :rm•uxxm• i✓s' amm uwuu o ff SITE SPECIFIC REVIEW OF PLACEMENT. u aww•u + R I.ALL CONDUR SHALL BE PLACED AT A MINIMUM DEPTH OF 36" Gnwuou•xo I TIL-DARTMOUTH ' I I I PORTLAND NED I i I x ® PREPARED FKR' DIRECTIONAL BORE APPROX ! B 1443'TO PLACE 1-2-HDPE, I MC' OSP:SPANPATH:: j I PLACE 2B8CT FOC I I '',, MCIme}TO FIB BUR- I I ACCESS TRANSMISSION p °A'"'�— SERVICES CORP I g I 22•� I 4'X4'BORE PR I X I TIL50N �maa nsnimo��w e�rem¢s W rone�a,oa sized S• L s I to. oil I 1 I R I I I I � I I I I R I II FOR CONTINUATION BEE SHEET 13 mo<F,9m.•.wm m.,m nR me...r SCALE:1:20 ovMEDar: seG12Mxx a0 CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 12 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR •�N•wn.0 x•x.x. TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE SKSK S I JURISDICTION HAVING AUTHORITY. ......we....x. ... I 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY IK A SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. I I 3'PLACE TRACER WIRE THROUGHOUT. .m•.°..°..°. I I 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SE PARAPON II I I OF IS'WHEN CROSSING SEWER FACILITIES. ""•"° I I 1 5.PLACE NSTALLATK)NS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S'FROM SEWER FACILITIES. L 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN _A THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 1B' M 2. II I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' I MINIMUM SKIN TO SKIN CLEARANCE ON 16"S LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _ CRITICAL INFRASTRUCTURE IN THE REVIEW ANDA MINIMUMS — 4 xl 1 HORIZONTAL SKIN TO SKIN CLEARANCEWHEN PARALLELING WATERFACILITIES ANDCONSTRUCTING WININTHEPROXMITY •'�� �I I OF MAINS.APPURTENANCES,HYDRANTS,AND �, ...o• ®u' 11 SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES I 11 CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT © I ISITE SPECIFIC REVIEW OF PLACEMENT. .........xox°u 1 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" t• BIT ® TIL-DARTMOUTH 11 II yy j PREPAR♦PORTLAND NED I I C I D FOR: �s INFLECTIONAL MCI BORE APPROX I• A 1443'TO PUCE 1.2"HDPE ,*� I I I MCImetro OSP:SPANPATH:: PLACE 28BOT FOO 1 ACCESS TRANSMISSION FIB:BUR: � SERVICES CORP II II TILSON > t INS I I w I STA 011 HANONOLE I I I olsso, STA:BBHB, DH "I ~ J LONG:-122.7573BLATJSA380D I s SIZE:30WW' ' I I SLACK:517 I LOORSUCK: I I g SPLICE:N/A I I I 47(4'BORE PR REQUIRED B' •I DIRECTIONAL BORE APPRO% I F 3B0'TOPUCEI-2'HOPE OSP:SPANPATH:: I 1 PUCE 288CT FOG 8 I I FIS:BUR:: ++ I / 4•L � I I FOR CONTINUATION EEE SHEET 1 I SCALE:1:20 •MED' x 13 0 CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 13 ].CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR .w...w xw.x. vi 43-r TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THEPIT qJURISDICTION HAVING AUTHORITY.2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION.—3.MACTAINA IWIRE THRWGAL SKIl.MANTAM A MINRAUM VERTICAL SKIN TO SKIN SEPARATION2 OF IS-WHEN CROSSING SEWER FACILITIES.S.PLACE INSTALLATIONS WITH A MNIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF SFROM SEWER FACILITIES.6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS INSW PFAFa 1 THE R/WOF WATER FACILITES.MUSTMANTAN A MINIMUM 18- "VERTICA L SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7MINIMUM SKIN TO SKIN CLEARANCE ON 16'd LA RGER PIPESWHERELINFRNGHYDRE IN THE REVIEW NDAMNIMUM ASCRITICAL INFRASTRUCTURE IN THE REVIEW ANDA MINIMUM 5R _____s —WATER F CLSKIN TO C CLEARANCE WHEN PARALLELINGWATER FACIlRIES AND CONSTRUCTING WITHIN TME PRO%LMITY�—w __ SE MAINS.APPURTENANCES.H G WIRE.AND•--__ s �~ CANN TBE PL RS.AND PLACING WIRER HYDRA TS WI WIRES—Iy—____\ CANNOT BE PLACEDOF PLAC M;N OR HYDRAMS WITHOUTaSBE SPECIFIC REVIEW OF PLACEMENT.7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF S6'Rn , axw— TIL_DARTMOLITH � PORTLAND NED r I PREPARED FM I 3' MCI F i @ MCImefro ACCESS TRANSMISSION SERVICES CORP e I DRECTIONAL BOREAPPROX ` TILSON 398'TO PLACE 1-2-HDPE. OSP:SPANPATH:: 4 g I umx xew+enww,wnaeRs PLACE 288CT FOC y , 58, R s1I „nQlem;i"a'n�.oxm FIB:BUR- 1 1 4s' V �, 4 �R T FOR CONTINUATION EEE SHEET 75 IT SCALE:1:20 o MED'. s�14 0 CONTRACTOR NOTES: ME A FOR CONTINUATION SEE SHEET 14 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR m e.••I„I \ TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE w...,.w..,„. \ \ ` JURISDICTION HAVING AUTHORITY. .I••..MIT au.... \• '� rj 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. o 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION .,..I .u. RJ e \ OF IS'WHEN CROSS04G SEWER FACRRIES. \ S.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO\\ \• (6.ALLPROPOSEDSEPARATION CONDUITS.FOOF S'FROMR HALL FACILITIES.ER ALL CROSSINGS IN \ \ THERMAL S WATER FACILITIES,MUST MAINTAIN EMIAC.IUM IB' \ VERTICAL SKIN TOSKIN CLEARANCE FROM WATER ER PIM' + � e \ MINIMUM SKIN TO SKIN CLEARANCE ON 16' S LARGER PIPES S. \ \ V `-� WHERE CROSSING HYDRANTS INCLUDING FACILITIES IES NOTAS = \ \• CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 ••• \ HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING \r4 \ WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY \ e \ OF MAINS,APPURTENANCES.HYDRANTS,AND \ \ \ SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRE$ \ \ \ 56' CANNOTBE PLACED OVER SERVICES OR HYDRANTS WITHOUT \ • SITE SPECIFIC REVIEW OF PLACEMENT. ,naw.I,w.eu \ 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' \ \ \ e \ TIL—DARTMOUTH \\`\• �\ �_ PORTLAND NFD PRCPMED Fpt' \ MCI DIRECTIONAL SORE APPROX 390'70 RACE I-2-HDPE. ` \\ a� /i/ MCImetEO OSP:SPANPATH:: \YF .' ACCESS TRANSMISSION FISSURPLACE b RCT FOOD - ' SERVICES CORP 9 1'X1'BORE Prt(REMOVE TILSON \\\ ,y // /' AND REPLACE SDEMULK) 5• \ vem Ie•,wn�winn a."a INSTALL HAFDHOLE STA:70+55,HHO \ LONG'-122.75718 LAT:45.13713 SIZE:30W-40- SUCK:50' -P 1• /// I LOORSLACK: i 7" SPLICE:WA / •.�,9.E- 47L4'ERRE PIT REQUIRED /s /+.I14, f► mr.woaov..m Am. SCALe 1:20 o.u.®I. m MED 15 0 CONDUIT ENTRY DETAILS � d Nm un"Nouff uiwnu aurone • .xcxonrwnr ® rwa.n nnu uo�n un um � TYPICAL DETAIL"A" SECTION"B" TO.SCHD 80 HDPE INNER DUCT BRANCH DETAIL BOX b ..^.wwo„w •...o," NOR Sn"ECASNGIIEERI$ ® # aAYruaxr fORSPLIC(2 WHN xwnu.x NEW 1.2!'IA.PULLED IN— a PLACES 12 WH NDE) naauw n TIL—DARTMOUTH CABLE REIANLR CABLE REIAWER PORTLAND NED INNER DUCT BRANCH I PREPAR FOR: � s ..2! MCI —PINER asnc ueFE IPQI za MClmotro r ACCESS TRANSMISSION NEw 1.25'I.D.PDDED DI— SERVICES CORP TYPICAL DETAIL"C TYPICAL DETAIL"D" HANDHOLE CONDUIT ENTRY HANDHOLE CONDUIT ENTRY TOP VIEW PROFILE VIEW TILSON EIK—RKH ] oe NF Nryartwa euidry6 WL IOHESIDEONLYI 5'-(P y EI[GtNG GRADE ID v�.ru.n, rta nb�t'Is P9icontedi.com IHAx r 1 m surtneLEDm HANDHOLE MCKR1 COAiACRD ���� NOi GRFA1FN •, I '• PVC,SSP 0" IRAN u' OR NDPE LRUSHED$ttJHE, � •`• OnO110 DYP.1 a 6'% `OPWND ROD 00 ON FR _PRO RA OMIXIM Wll1 Out ON PRR115. ENRfR AT 1HE ENDS TW. INK!i�F�KIW�MVm�riuWi u� - oR.DFD er: sxarxmaa MED 16 0 30" x 60" x 30'' HANDHOLE DETAILS 'No �.. 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECT rtn a,slaNm vcrs,cxa>h m,66ER CO,Q FLU91 MOtWr olxllaD PATTERN 86L1901 00CR1E[a.EB CU510M WN SEF M7W 6 — APNORCW ST nwnNc caNcxErE 'm NVf LONER .s. Db YMCII(11) 6 COPMYMLRNCFETE.• 0 an awDw........ NaF9m 9KREF �/ 2- BM ....e •� nxv cuslicillolt-� °�"G1� � FLUSH MOUNT COVER DETAIL ® ^°" •1ON' SM Rill R / .�.... 11 TIL—DARTMOUTH 31 6 I— lnomo�lLFT s1 1/2' � � C C 1 aro- , E/e' PORTLAND NED (21Q SII KTRE _� •r•+n- LIFF P" I sxr 12• 0 1 3/3' P1IEPAI6D Eat: 2•.:.1/: -- - - -- ,. , 9/1E• MCI 161%ivia¢E01uN mn (1EEE eEFu `B MCImafro an1En arar) w"ME 1 3/4' _ _ SIfPOR1 BVJn(2x) EDR MOUND I= LOCKDOWN DETAIL � �•�•, =�4 ACCESS TRA CORP 1.� 63 3/6- 33 3/3' 314 I�I ��,�, --- TILSON 1 TIT 3. ILII 4 1/2- II II 1m,xlxxPwre xNAtlrxx �1 n•NDIF J0 1111 X 1 3/6• RNDf%WIS VIII wm.xa.PNmn I EDR GROOM Ra) 11 I f d' III 2 EACH Em I I 2. .r«x n.exNxn.aem �� /®® X1;11 _iI�Ir 33/R• (4x) II11 KNDaxours �h� j11j II II s' - (2xj�END OISSOn 2(W RMT N xNm In) O �0 :EncN MT wru SECTION A–a , ErcN END(2x) SECTION 8–El OPEN 80.5E pR N(Nx) POIYUER CONCRETE LETMWAE 815E /1 �. 1 3/N- 1- / 2 1/2- SECTION C–C •�..x.w s u.b....ao.unm 30" X 60" X 30" POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLY ROBE Eawn Cdln[TE ral REDESTEUR alas MED r v c EQUIPMENT DETAILSmum 1'X 4" JOHNNY LOCK UFT PIN (2X) BDLTDOWN (2X) NON-SKID „, SURFACE EMS POLYMER JOHNNY LOCK CONCRETE NON SKID .__ COVER BOLTDOWN (2%) SURFACE 2 ARMORCAST ARMORCAST LOGO LOCO ..... °... . ....".. LIFT PIN ® .m 30 1/2" r°°'°.""°"°"° 17 1/2" EMS TIL—DARTMOUTH PORTLAND NED POLYMER FLOATING NUT CONCRETE PREP WED rm. �e W/CLEAN OUT HOLE (2%) COMER FLOATING NUT (FIELD REPLACEABLE) W/CLEAN OUT HOLE (2X) MCI 19 1/4� MClmefr0 32 1/4' (FIELD REPLACEABLE) ` 26 1/4� ACCESS TRANSMISSION SERVICES CORP 38 1/8' TILSON 36" snw.xenw°"w.v.w.arce "beRn .a" 24" LIFTING BOLT OPEN BASE 2 EACH WILL OPEN BASE NOTE: NOg BOX AND COVER ASSEMBLY MEET BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING ANSI/SCTE 77 TIER 15 LOADING .3230 3e111"Y Ser.... 13230 eeeeeY 81r..t. Henn w"uY"eee. c. v1ee3 17" X 30" X 24" POLYMER CONCRETE BOX ASSEMBLY 'o eenn HeiM�eee, cA v1eo3 24" X 36" X 36" POLYMER CONCRETE BOX ASSEMBLY .,le sat-SeOo (e1e) eel-3e0O .1fMORJIS[e PA�ICIS COWM11' RRONPMRIZON11M'M use eM M .v.rats uua Irp[AyY OY@ NeY'RP M uRMn. EDsxar18 FIBER DISTRIBUTION TERMINAL DETAILS 3.52 N. 19.9 CMI �C911 ••^•• tl l-HYMANT �Kl� ..... ... ..... ...... � LUK ......... . ......... 117ACIA 117.0M ...�°......°� TIL—DARTMOUTH 0 - PORTLAND NED _ _ PIaPAREo raR: MCI 0 0 0 o MCIme}ro 1177 M 11 77 IN ACCESS TRANSMISSION R9.1CM 7118 OM) SERVICES CORP Yf o - - _• o o _- TILSON y ® S5 c, 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT MED 19 D .�P .rc.Mn...exe aNxxpw.wn. TAPER TYPES 6 FORMULAS TOrly; Harts: •om: o w.. TAPFR FORMULA • w.ne•uM+IrwMen atll•t Mla<n n+Jnrn•nh,f iMn IptJIKM Mfene fln wrlb•arbub«..nwr wfflbla IwOtlfpgFer sta:len tlgrapp Ceyem ine nuxo MtrglS lWeClOwn) t' rave Jw,nlM preen lery.Al-,l armor mpr of,nqw. U 1M iprY[•M1w ar Nnk+N oxyf l•.KIBJIwwM • MlRgfwYYr nartn,In,nminn,iper — SNMnO 1.13 w Itl• • Yae roY•pY.wrage«nen an,vp,eay.lf t Mr,l.•f w vnxe<. III•kf B.laf. r twe not . 9 lea CI.Iur, t93 MRI' .. t .Fa:W.,me+m vera MIPs/gM. . O.6glnq(Y•69,TMbS01 SO'- lrr.nmddrr,ip1 en)O'prHW•Ibp Nx•pn YM.'w'p<y.r lun:Nrf•„I„• IOP en wrdoae mrvwrww rdy KfKb dxNrlvw�mWfMe MNe• f�tlp' f, waalk.l' + INddI,.rtermlrr,%r«r) vane rsw orwNrgU ofwl a fne,m 11 lId ler 11.1-e,m Mn-arun welnmrxo0w•rtf r •°' *WpmG rfwkn le ft.w scala pYt, •5�wn nMwor.�e��lSrYf�lalrr,v — Jle 3paad lr nw TWf Afb,r. F,W.paemart !"wLrtNN IM. ane a TEMPORARY 6A0.0.1ER FLARE RATE TE TABLE �••••••••• IF,,� •-••••••e *Snm(.Ph) MINIMUM FLARE RATE --- •.oa.-­ 4 .xxm• •.xxwa rlgyn•vu Fn Ip. T— :1 M1rYYb tll•IROM• .'MI:t tlpktlnq • r E j'� apaw«u•+ t.-.nrl•ftb Orumf tOpexwxexp arc• w tr I,< loj ao ii' ry ,i �?°��` - - ST TIL-DARTMOUTH - -.. _ - _... _.. so e'I b k\ 19'I PORTLAND VIED To Al PORTABLE CHANGEABLE MESSAGE FIAGGER STATION PREPARED F(IR: MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LKIHTING DELINEATION MC' V VALUE FOR TAPERS IN) lolls: Cf W dAL pM Ip uWI oug MFFER7•(NI f T.r .f Mbw„ MCIrnetrO 1"1'tl0"'lbiww:t p.M • Hb,uyf wpa.mixwwprw hw•k9.ep..wMH••<aMea•s 51Mfam Mpr'lI.w c--m0 .I I'm sf.rcO SPxl T.N. S la 15 T' ^'•d••t•^^'IA,ipn,er Mhl Y•JM lm lenx,xebal flwWn x.M.aur-«.rm«Hea. Ivr M,Y.,pNhp. ACCESS TRANSMISSION 1 ILO 10 t•0 100 AmX fdpp b'.d•H wgna«. is Rxe ie••,kwe•wr9a.to anewaJl fJ t„bw,.xu,a«. SERVICES CORP 715 't5 • NMe ef<wxbnla lwxm M lJr dM J 1,0111,ndxf rn, f<X..MW u•M m„eu. S�bED w.m.raHk 3 0 3]S • 50 <"NIM Mk•pf velar I'IDOL pxds+an aM nNxf Inf 60 IFO •,I,111•KY)r_,0 dpn.pn Yu 1•ItM)I-W rLh n. evr+,F•wnNraanaB an tllrwgwl m•rrl b hakM X,M[nanny nry. T00 210 • <rrn,bw fknbp.na•rinr X•nk aM,M afN,n fppOLTMMC 0 TM 20 MrwMlrM easwwM NpNfpfaMrfkfawr, • ml eteerNufnenx - f.n pm.anNn pf rar«I m+n- U+r llw..,nv..,r•B.,e..aM lm r,. ufplBl coHstuKTpH __..._.__ __ . zb p,ol-,rv, m euepw,Id ar,I.<Mpr+r.rmm�q swnl. To IN 840 IN 1 10 1-, �ia..rrn:ar°Buen°wf rnlenm. p i101f • N al„npb duw0 Wiminl 4M.mwx.d M baser slln w/wwu fHJI b IP b M'. T I L S O N (y1}I_9 NI OUtrfbnl rrwurrtw enbMprf%n fuepMlfVll wltptl0l}f9�210 t•pl,p,w ss 1000 1 1 %•«r"' LM fwm n4nniya luveapM-<Mfmwbn Mrted fofw er,O M/b e,1pf. IaDo II•i00 I 1 2 • Iwpn,B.W FIyn,.ix,xan•P•�M<tru<ikrn M^^:•,d MaS npn or nF}Mr. Ol ry,] NE iiMllt WB,,ld,6 1000 IODO 1 1000 I �, )� rorn.,e.anza3o 10n0 IOrJO 1 1 S MRllrt d `�,�, . DO nq IMxt 41M WpMRIMIM•Ilont elWrytM rd d(y[k er plMlFlu,lr,I1H. 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