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PFI2022-00094 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT s COMMUNITY DEVELOPMENT Permitm PF12022-00094 Date Issued: 04/18/2022 • 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG346 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Verizon Dartmouth Tigard B Project Description: Installing fiber optic cable via directional bore. SEG 346 Class of Work: FEES Type 1 - Utilities (gas,electric, data) Description Date Amount PFI Permit Fee 04/14/2022 $1,120.00 Total $1,120.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: ROBERT NEWBRE 2250 NW ALOCLEK DR HILLSBORO, OR 97124 PHONE: 9712350884 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: See application Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12022-00094 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs,pavement markings,mailboxes,etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook [OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices,flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met)and 503-431-2345 (Tigard School District) and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.) before initiation of construction work. PFI_Utilities 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m. to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Utilities 14- UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches, etc.)as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Trent Brickey>at <971-228-9269>, <trentb@tigard-or.gov>to establish a preconstruction meeting. PFI_Utilities 20- NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24) hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Utilities 21 - PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Utilities 23-MONUMENT PROTECTION Applied Notice Existing monuments, property comers, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Utilities 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two(2) persons who have authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing,of any/all assignment changes. PFI_Utilities 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Utilities 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Utilities 28 -AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28 -AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance (Certificate of Compliance). 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI Utilities 31 -OTHER Applied Notice Other City of Tigard PFI#: 2022-00094 R ENGINEERING DEPARTMENT . Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TIL DARTMOUTH_TIGARD B TYPE OF WORK Project name: — — TYPE 1–Franchise Utility Work Brief description of project: performed by NWN,PGE, or utility agency Installing fiber optic cable via directional bore. ❑ TYPE 2-ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): main line rap ❑ 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 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 rowpennitsOtigard-or.gov. Phone: 971-235-0884 Email: rohprt npwhreavpri7on corn 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 Ems: jherbert@tilsontech.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ Al 000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes ❑No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwdgard-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 apphcation 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 owners signature (if required) Print name Date STAFF USE ONLY Case No:PF12022-00094 Permit fee: !g 120- M Received by: SPU Date: 3/15/2022 Approved by: Date: j Z v Notified bv: Date:4AL-- City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 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 WIRELESSTYPE 4: SMALL 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 El Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval Cityof Tigard 13125 SW Hall Blvd Tigard,Oregon 97223 • wwwtigard-orgov • 503-718-2421 • Page 3 of 4 SIV C' I Edge of Pavement �— Ditch —f Streetlight I —•—•—•—•—•—•— —� � ° t Ram Dram; I � I I I i 1-- -- ' T—�iopos cPSewetTIle 1 (D 1 I ; l Existing House i Existing � �1 i Driveway to�/�y 1 CI n a I ✓� i aid �, dl I �1 a � 0� I Existing ShopCA , J Powerpole 95 — — � — —�7ropeityLine I I � ia I Fire Hydrant(FH) I I I Scale: 'I"=30' I I I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) I I I � I I I 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 S'�\ Hall Blvd. Tigard,Oregon 97223 • wwwrtigard-or.gov • 303-718-2421 Page 4 of 4 MCI MClmetro ACCESS TRANSMISSION SERVICES, CORP CONTACTS OUTSIDE PLANT CONSTRUCTION MCI METRO PROJECTENGINEER ROBERTNEWBRE FIBER OPTIC CABLE ROUTE PHONE:(503)314 0826 EMAIL:ROBERT.NMBRF@WR120N.COM PROJECT MANAGER:ANDREW BEISLEY PHONE:1502)6281 EMAIL:ANDREW.BEISLEY@VERI20N.COM ENGINEERING AND PERMITTING PDX VERIZON PROJECT PROJECT ENGINEER:ROBBIE GASTINEAU PHONE:(913)148-2562 EMAIL RGASTINEAU@OLSSON,COM ^1 11 PERMIT COORDINATOR:MAGGIE BRANNAM E W O : `^^/� y y^/L C B C I PHONE:(614)6254468 EMAIL:MBRANNAM @OLSSON.COM 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: S36T1S R1W ALL DRY UTILITIES NOT ILLUSTRATED HAVE PROVIDED AN ALL CLEAR OR HAVE BEEN A NO RESPONSE. SITE NAME / ID: DARTMOUTH/ 1707BKXU.021 START PROJECT: 45.44398, -122.77428 ...... ....P.,.. L. END PROJECT: 45.43504, -122.75921 "�°" ® " SHEET INDEX LOCATION MAP :EV K U11-1 E—MUOT -- .- Sheet List Table > Sheet NumMrr Sheet Tito F ,e ..s... r .:.E.....° COVER :......,.L. :::::::I HOLE SIT, 2 SHER R1DEX d LOCATION MAP S ® .. .. — .01 4 ^"—.."T 1 GENERAL NOTES Y Q n BILL OF MATERIALS it 3 TIL—DARTMOUTH 5 PLAN SHEET 23 Sw Ucu+t fr tLW LawM S. ! PORTLAND NED 6 PLAN SHEET 24 y .j PIIEPAItCO PdI: �. c J PUN SHEET 25 ; MCI LAIN 8 PUN SHEET 26 MapRLnII SI 'Am MS,piAnr,, MClmetr 9 PLAN SNER 27 O' ACCESS TRANSMISSION 14 'W PG.ndw3 5 SERVICES CORP 10 PUN SHEET 28 5 II PUN SHEET 29 S)tl dY it 12 PLAN SHEET 30 13 PLAN SHEET 31 1 TIL 5 0 N 14 PUNSHERS2 2 SW Pkv St P',•TJ IS TYPICALORARS n LO ores J � e I xwn tl.onlrN�.can 16 30.60,3 HANDHOLF DETAILS vsi t t 17 EQUIPMENT DETAILS OICCO� 18 FILER D6I RIBUfgN TERMINAL DETAILS S,n SpN:�SI SW Spru.+St �^ �Iv/v RIF ABRUPT EDGE& PCIA W TATERSECIONWORK ONE DETAILS 1\ 20 INikR5kC110N WOR[ZONE DETAILS 21 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE N N } 9xi� �OT t r. ti r. ,L' /C 5N Lers`N of m < y,. 5 �� � •+r11�v1rrLO�1MON� m.e®ee nrze Huuxe MED 2 0 CONSTRUCTION / GENERAL NOTES RE m. CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTESa`- 1. ALL UNDERGROUND CONDUNICABLE WRI BE PIACM AT J6'MCAT COVER MLBf SPOOFED I. ALL WORK SHAH BE COMPLETED TO ME STANDARDS SPECIFIED BY ME PWMIfIRt3 AGENCY CITY. 1. CONDONE WILL RE NO HIGHER MAN I FROM YOM. WNa OF, 11... EON THE CONSTRUCTION NW ]H DRAW .DOiRDS OAfMgII NAVECONWII/CAY % EACY) At 6IYEW..HEPmJ THE CONTRACTOR WALL PROVIDE ALL WOR.MAINLINE,MOUT....I.RANYORIg 3. COMMIE WILL BF WENDED MIO HANDROlE51dTH LENGTH. w At . fl POYFEIf SEMCB NKEBARY FOR AND INCIDENTAL IO COMHEIION OF ALL EDM[,AS [tino 2. AI I WORK S MALL B E RE MAI N ACCORDANCE WITH O3HA R ULAMM.PARMUOR A.I.F.ON THE DRAWINGS ANI AS SPECNFD HONEST. J- COMING WILL NOT BE LEST THOU S FROM AM WAN OF THE NOTORIOUS OR MANXME. _ EANW3E HAS DEW PLACED ON MF TOOUHMENI TO SNOH OR SLOPE ALL EXCAVATIONS GRwlE4p FMPry CONW111WLL14VF MINE TAPE PULLED INRJWX.AND EXPANDABLE PLUG, `In MN ` TFOUR NI FEET DEEP, ]. MW E DRANOAMS ARE DIAGRAMAM HC AND INDICATE THIS GENERAL .1 SYSTEMS A EWNMENTUME#OTHMWMIE.MAWBYDIMENMNSMDHAU.UA TMURMPIN S. COMIUM WILL BE STAND AT ENMANCFOF HANDNOLES AND ANY OMFR HOLES AIDE POLL RE _y._ J. ATL STAINING 6BA5EO CN AIS N11Li NFOFMABON.M[FEFORSOAE VAHNiCESNOUL00E IOCAMONS SHALL BE GOVFRNEO BY ACTUAL ARM CONDITIONS ANTMOR WSOVCipN50F ME WAR.USING MORFR. MT. ATM.ADJWtASNMDK, ENGNEERWDIOROWNER3'REPRBENIATNE. 6. WMERf GWUNDWDCCALLEDFORRBNO11 .EY 6'NHBGHi WDWKLMU AlDEW Nu AMIMRLIILuI�w RAILROAD COMMUNCANDN AND SIGNAL CABLES IO BE LOCATED PRIOR I O CONSRUCTION • ME CONTRACTOR OPERAMNS%AllBE CCNRNEp TO AREAS Of NEW CONSMUCIgIJ. ATTACHED. ACIMIY.RAILROPDIOKO N48HOIIRSN011CF PRGRTOCg SRUCHCNORAIR UR®BY MITI S. MECMMACIORf UYRESPONSYME REARANDICRRBICfATG AMDAMAGEIO 1. WBOIEWBLMMSIALLED. _ MEEMBINL:ACCMROADHAYANDAWY ACEMSDFASARfS1K'D MMEMRNG B. FMBN GRADE AROUND XWDIM%B WELL BE BOTTOM.COMPACIM.AND LEVEL PROM NWDNOIES. L[YUYs J. ME COHRACIOtYULLfIHD VERIFYALl085THG i1RLC11M5.CCNDUR PAIMWAY.CONp110N5, CCMWUCTGN,ALL DISTURBED AND DAMAGED ARMS SHALL M RESTORED M MEW MORAL FAnw PLAN MME HIS,AND SH ALL WMEMAMY NOTIFY DI50N COM5RUCMN MANAGER AND IMON COMMON OR BETTER UPON COMPLETION OF ALL All 9. MANDHO1Ef POLL N C LEAN CF ALL TESTED ROOF. until- ENGINEER OFANY DISCRBANOfi_ 6. ME CONTRACTOR SNAIL RLI ALL WASTE.DEBITS AND TRASH FROM SITE AND OLSPOSE OF IN A 10. RACE WIRE WILL M PULLED WISH TRAC E SAFE AND ATTACHED TO WALL PER SPKIRCAIN, 0 .a ® p 6. MECONRACIORSHAIIMA[ENKMARYEOVBGNSTOMR TF[BIMGNPROVB M, LEGAL MANOR ON A EARY CASE, 11. IAGSWKLMINSI-UO)ON CABLE N WERY DMOIF/M.MINOLE AND FULLED OUT CORRECTLY PAVNG.CURBS,GALVANBEDSURFACB,EIC..DIPO .PIEMNCf WOMREARMIT R W ME CONRAC1pR MALI INSTALL ALL EW RMENL ANO MAlEl451N ACCORDANCE WIIX ME ANDIE48lY. p" OHMAGE THAT OCCVEfO MAI CONSTRUCTION TO MIMPACTION N OF 1lN R P 1),IG F Mwu �; W rwsA AND/ORCIN NfPKIOR. CONUfACNoc"Da OMMB.,T, UNlfss UU,MiLLY NOGAT®OMEYVISEN THE 13.MOPft SLACK AM REED R/.pJSPE SPKRCAMN. ® • �y YF�WNMY CONKRKP EPFMMEEL ANO CC ITT IF LUU$.ILEMEIRICTACCOR VALUE M [ I. ALL AMA GSTFAN WIL BE WU IFSSOTHgWEESPKIPEDON WE R, ALL WORE CODES.EOANDAMNSAND ORDINANCES. ES.WE NSIRCIACCORMNCE ALL ALL TJ. UMNGCTIL LAMPS WELL BEND SHRINE MAN IT FROM WOOLUGH-BIXi WO WKIHMM YNMd A`IIMNE B. ALL GUYINANCHORS WALL WRI BE&W LAMBS OMERWEESPEMEOONESS DRAPONGS. APPLICTOLLOAYECOD ALLLA LAM,ORDINANCES. FEGULMINMACIDWFUL LL OM ALL MYCO ANOEWILLB. 9. All WCHORS MAll IE6'LONG,DWYE EYED,IO'fCREW ttPf UNLB60MERWEEMKRI®ON IOPUBDIC MI WWOHO ING ORDINANCE.RALES,REGULAMNAANDNCE LAWFULORDBEOFWY IA GMLEWILL BE DOUBLE WINED WIfX0A5 WIRE AND tA5MNG WIRE CIAMPYM1LBETOW TIL-DARTMOUTH ME p(AWNGS AND LECTNORIIBSTEMS S AT1.1JURTLDC11ONOVER C ONDAMANCEOf L A WORK,MECHANICAL #. SPACERSWILIESINIMINGKYIXSTRAP,TIGNTINECEOf LA$XNO WRECUNP,AND ID WRMEfl AND ELECTRICAL ANYSSSHMIBENSIALLEDM ACCORDANCE WIfX ALL APPLICABLE MUNICIPAL THAN T 1..WE LASHING MILE CLAMP. ITS ALL cmouffm-BEIMM OMYFUDAMSNGDAS MOUNI UNLESS WDVYIIY OPER MSPEIHCAMNfKWfLL A1lOCAL WOSIAIE CODES.ptpEMNCB AND PORTLAND NED Il. ME DRAWINGS. m-BE NSIDE DIAMBFF iNPf SOR11 UNlf#OMNMMSPK�flED CN THE CONTRACTOR SHALL MYS, IA ANALTAGSAM EDSMU 'POLE ATACxfD SICURHY IO PBFR WIBIPO#NE.R ATTACHED IO ME MDOESCO 9. IPECCNIAZIORSYAll KSOLELE A1PLHWU DE ALLOT ME THE MST SKILLS ANDMEANS,NIGH. TAGS MSE CURED Wm1[v IS, Mf CONRACHNIQUEL SECIENEMND PROCEDURE AM ME COMtRUCMN MEANS, 1). AMOBSETUCUP PLACE. WILL CONTACT ME RMRCABLE WKLMPEgvEp IF PDIIME.ORA PREPARED FOE. I2 MINDCG CONDUCT SWEEPS SHALL BE ALAN 60S RADIUS UNL65011ERNRE SPECIFIED ON THE �R MtAWIN05. OF WE WORK UNDERTTH sFONTRAC AND EOCEDONTAMNDR CRSNPATRNG ALL PORMNf GUARCARE STORAGE CE ��' OFMEWORNAMEDNDER,D 11 OACTINCLUDING WFEWCONiACTWDCOORDINAIKONWITH THE IG CARE STORAGE WRl1UVF5N'JWSHOE MSiMlfp wrtH PROPESEE fOR BOND RAMUI. N. MAYNUM PW JNG IENSICNCN CAIIHENGIBS. P40JCCIAMNAGEIf AND ME OWNfRSR®RFSENIAINE, ll PULLING EYE ANSI M USED AND ARACNW CORRECTS'TO CAME VN KC IB MfAGWAY SPONEL 10. ME CONTRACTORSIWLL KEEP ME GENERAL AREA OMAN WO HOARD ROM DSPOSE OF ALL 0. 11 MACAU TRITER'WELL BE t AND ANACMED 1G 11ANWFFS(USE STRONG STAG FWNFN PORSIE) DERE.AND RUN AND TONGUE WUFAET NOT VKEW AS SMAANNO ON ME PROPERTY, AND BE CAPPED AT ME IOP. MCITnefrO I5.MECONIRAC TOR MUST CONIACIEOCAIURIR LCCARSENCB AMNWIM]3MWRS PYCR 1p LEI ES IN ClEANCOMIICN AM FOM FRdA ANY PANT 61p#.DUST.OR SMITUGES OF 3J.GROIINDSN LMARAC ATMESI M.ATMEBEmN NGANOENDOFANKFNLRUNAM coPIsnuclN. ACCESS TRANSMISSION AM NAN4i. AI EVEN INE POIB N ALL.F 16. STANDARDS. A DAALkRKMOARNING NCES,RIGA-0NWASHERS. BEPEWpMEDMEN SHAM OPRNM SAfESY II. ALL DIMENSION61EiAINMG TO BUIIOING ENTRANCE fACl111E5 AND BUILDING P@1ERAilONSAM 31.DOWN GUYS WILL MIN11All®P4Gv10 ABMlSRAND.ON E50WN ANCHOR.EIGHT.PONT SERVICES CORP S SQUIRE T WARNING DE CB,(SHARES,ONCTON TO V,HICULFLAGS AN0NWGMEI SMALL BE U51DA5 APpRONIMAIE.B IS THE SOLE RE5POMISSIfY 11 THE CONSTRUCTION CONTRACTOR TO VERIFY ALI JOHNNY BALL,AND GIIAMINSTALLED. LEY MTB SYq SIAXLEDIOMOAM�DE ADEMAT PROIK,Ri TO YWO RAF NEUR.PSMC,THE PURL C WO WNEGA . DIMENSIONS AT LEAST 5 WOR[ING DAYS PRIOR TO CONLRUCTON YTN ME YIELDING OWNS OR WARWWSCM WpCWMY(MERNHC.MGUAIOWORNING,ETC,RAFNC CONTROL THE BUELDMG OWNERS RERESEMA PE.ANY MANAGE CAUSED BY MF CONSTRUCTION TL STRAND ATTACHMENT FALL BE NC CLOSED THAN ONE IOOI FROM OMBF URI1E50N POLE AND WITWITH WHERNINGN WHMS.CON OR RT OF EAR ANY IN PUIMUUARDS,Al.11,EK.SMUSTHALL B COMPUTED COMRACIOR WE TO NOT NOTfYNG THE PNFE AUTHORITIES WILL M WMW AT ME SOLE VIACOM PRIOR WE O ONCRNEARANY PUYCLLSIT INTARNµL1 FINE AWII REMN4CE ESPBISEOFMECONSIOU NCONRF.CIOR. PYORip Mf#ANCR WMTIIICIICN AID SHALL M IMINIAN®BY MECOMRUCIICN CONINACICR DVFNO[CNS1wICTON. 12 MCI COWFEEi MEFOLLOWNG OPERATING PlTRE1 17.ME CONSIEKMN CONTRACTOR E RESPONSIBLE TOR HOMING AND TESTING ALL MANHOLE MCI FIBER PROPERTIES.INC. I O ALI TO ENTRY.NO OPEN FLAME TORCH,LOOKED CIGAR.CGARETR OR PIPE SHALL BE BROUGHT MCI MER*ACCESS TRANSMISSION SI..,NO NEAR OR INTO AN OPEN MANHOLE.MU RULE SHALL BF UPMINED EVEN THOUGH 16151NDCAM MCI WORWOOM HI SEI PI MAIMEA MPHM3Rff Of COMBUSTNFGA5.ANNMOLMWSTSf CONFINOOUSLY - yOCpAAYMCAINS VLMRAIED giµI TMST WRING VIOR wI1MIH MEMWNO6. - NEILNKCCMMUNCAMW 1-1 NE.NpM.."ILMI PP-d M9nn . WAY GAUDAM ASPHALT.LON A CUM,OUTLETS, ITHEMOl#.A A{f TafcoM.NC. I' PL MANAGEDTCXESEMOANKMfM5.3HRUN'THAINDU AN.SHALL BE I N NLMMF SOLE - t 0-'USA MC. MUNICIPAL NOTES Inft4l NK/bcn a'mn HSaMncn:wn RBPONIL ORMOF ME HERCOMSTRVCMNCONRAC IO THE IO AUCnOHDNRLYRBIR. TOILE MEMFDIA.INO, ORIGINnI OR ROTE CONDITOH AT ME EMPFN3E OF ME CONSRUCTON CONINCIOR. -THEMCI FACKITES WITHIN THE CONSRUCMN PACKAGE ARE HDD BT ME OPERATING 19. MF CONSTRUCIN CONTRACTOR YIALL NOT START WV WORK UNIT AN APPROVED PERMT OR ENTrvTi#INDK:AI®BYWp31EXK. ' WFTIfN APPROVAL FROM TE pRgETY ER OWNvp#ESfgM. 15. ALL WORK TO BE DONEWIm ERTME CAUTIONS FTE CPUC CABLE E CARPING NRAFFIC AND LOSS CONTRACTOR NOTES: AI rRECHRNG wmWe CEU STEcoAlrouw+o MN,AR000*, OFJEPvrF wRLRFSNrw Loss OFREVBNUF.cDHTRACICR SNAE NpIw*RRTHAANNMER TH (,CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIORTO vv 21.ALL PLOm NMEMNS ARE PROM EDGE OF PAVFM M EDP UNI 6PEBED BY FROM, ANAY ANSI HARC{ARRYING FACLM N ME ABEINCF OF W MCI EmnOYEE OR CEPRRn COMMENCEMENT OF CONSTRICTION AS REQUIRED BY THE JURISDICTION C.cTCR. HAVING AUTHORITY. YL FIBER IS CIXaTEKO MOLTER MATERIAL ARE RFOUIRED TO MKPOE[O.THERE IS W ENGINEERED IA LOCA1 OF SOME OR ME P11Y SCAL FEATURES WERE OBTAINED FROM MAYBE RAILROAD IDESGNEDI ROOTAGE AND AN MOUILT(ACTUAL PLACED)Mi FEE CABLES HAVE VALUATION MAPS OR DINER OOAPONGS,AND MAY BE AS SHOWN OR DEKUNU ON THESE 2,RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED SFGUENML NU MSERS INSCRIBED IMO THE CABLE SHEATH.THEME SEOUENTALS ARE A RUNNING ..PI OR REMOVED DURING CONSTRUCTION. j TOTAL OF ME LEDM ON THE CABLE END TO END. 3.PUCE TRACER WIRE THROUGHOUT. 21 WHEN THOMISM CABLE THE SEOUESTMI NUMBERS CUL MB DNG 10 THE TOTAL LBSGM 17.UNDERGROUND NM6 HAYS MEN PECKED PROM AVAILABLE RECORDS AND FRED PLACfD MAI M 1830 NO THE APPROPRIATE WELL OOSEV,AMM,WIARENOINKISSARILYEINCI.TIRE .LUT LOCAMNSWLLMVEEED E.MAINTAINA MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IIS'WHEN MLESMMaETNAWANCEOFTRYKIRW.PLOwIHG.a MKMI,$OMATO GBIH CROSSING SEWER AND WATER FACILITIES. 24,WHEN PLACING HMENANpPHNMENCH,H.PEw MPLACEDUNpE1 S5 TOFACE.ATEA CAMEHACM1ENt CAN M MADE N FVRI OF CONNCIS S.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SK IN STRAIGHT LME PFOR TO PLACEMENT OF BACKfRL.ME FIRST 121NCHB OF BAC[FNI WILT M EH OF 19. THE POTENCE AND LOCATION OF ANY UNDERGROUND LIST PNB OR STRUCTURES SHOWN ON LARGE OR SHARP SIGHTS DR SINKS OR OTHER LARGE MAIER'ALS WFt MAY CAUSE DAMAGE ME MBF PLANS WERE ORIANED BY FIELD MSPKM]N AND A SEARCH OF ME AVAILABLE CM OR SEPARATION OF S'FROM SEWER AND WATER FAC ONES. RENCNSTAN OFMFCIMNILALr MMPFD AND COMPACTED M I?1NCH LETS,AS"E ID BY In COFNP N RECORDS.ERNE IRE ACiMAL LGGTON NA TAKE OF ME UNDERGA'1UNp FACBTB MAY 6.All PROPOSED CONDUITS,FOR ALI UTILITY CROSSINGS N THE R/W OF WATER vEI MANAGE.RAWDw,OR LOCAL PERMIT AGENCY REOVIREMENIS. BE SOMYVAHA I WILSON PRM THAT SHOWN,ME CONTRACTOR B REWIRED TO V IFY THE FACILITIES.MUST MAINTAIN A MINIMUM 18-VERTICAL SKIN TO SKIN CLEARANCE a.ALL CARO PLACED BY Min WILL BE STATED AWREDNIHY AFTER RNSIALWION. FROIMMGN INROUGH!811 OR BY COMACTN*ME Ull.CGMPAHES DIRECTLY,FBI TO FROM WATER FAC ILITIES.2-MINIMUM SKIN TO SKIN CLEARANCE ON I6"E n.ALL CONMY.ROPE WONHERWCtwaLBf SFAED wMEDMRLr ATE PWLEALNT.AUDIJCR ENGVA1ron. LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS BNTEENGAONLORNc vNLL RESEALED SONY Ai MEPOM O1 MNIn TRSt MXMH OURIDEI AND AI P.ALL KNOWN MMEDOBSROCIGNSARESHOw ON 11ECOwT PONDRAWNGi WYAxDAU CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM S HORIZONTAL SKIN ME PONT OF E6BGENCE FROM EXPOSED LOCATION MUST WITH JACK MOON nuts OR OMERSNC`UOF A ANO THE MI.MRM 01 ME CONTRACTOR Io IOCAN, NOTICEMUNALFM. TO SKIN CLEARANCE WHEN PARALLELING WATER FACRRIES AND 27.ALL CONDUITS WILL M CAPPED DURING PIACESAWT AS WELL AS AFTER PLACEMENT 10 PRI:vLNT ME 21.NO OPEN NO=OF ANY KNOT. CONSTRUCTING WITHIN THE PROXMITY OF MAINS,APPU RTENA N CES,HYDRANTS, BNTRY Of COMMON OBJKE OR SO#lANC6 INTO ME CONI 22.ALL MM MAI WILL M CROSSED BY URKMNAL DRILLING WELL BE roMOLED TO YERFY AND SERVICES/METERS.AN D PLACING WIRE A NCHORS.GUY WIRES CANNOTBE 20.EINE CARE MxFAM IS DAMAGED,ME mfON consmuclION NSFECIOR WILL RE PICTURED LCORIION AID GEED. PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPEC IFIL REVIEW OF MFAfDIAMY AND ME CABLE WLLBE MPECIEO.AND TESTED. PLACEMENT. TIivT!iERKr OKY¢IpI RFys� P.AL SM10EM DSAA /IMNNJLESMLOf GFOVNDED 50 CONFORM iO TIE VFEfON OF%.AL IO®FL D9RTIY0.9MMlYKYIF NGN[DIMG DRAWNGf. 'A,WHEN WORDING WITHIN UDOI ROADS OR UDOL RONT M WAY ALL COCRIEE IIM IMI BE MAH®[': SNSI MIME NO,MPRVED BY UDOI. MED 3 D BILL OF MATERIALS ��. a.. . �M- - �un wu •nur _ TIL-DARTMOUTH PORTLAND NED 'w—ARM rd MCI MCImefro ACCESS TRANSMISSION SERVICES CORP wv wmv TILSON =' Ion F I"Z7 . MED 4 0 �.... o 3 o u 0 o —_ _ _ ; O \A •\ ---_ � ......o TIL—DARTMOUTH ... ,«—_ ---- �� PORTLAND NED PREPAR11)FOR 23' sw OAK ST MCI N Y ACCESS TRANSMISSION SERVICES CORP B' 18+00 ---- ------ -- Aw __ 6 --- T — y9r00 ---• • � w -�__.. 6 = •�wr � O VILSON OIR u w ; ' TO PER PERMITTED O Q gREC770NAL BORE APPROX Q w CONTRACTOR NOTES: SEPARATELY HATH Z p 7051 TO PUCE 1-2'HDPE. L I.CONTRACTOR TO LOCATE AN D EXPOSE ALL UIILMES PRIOR WASHINGTON COUNTY f� C Z OSP:SPANPATH:: TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE Is PLACE 288GT FOG JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY F r N SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. O O 3.PLACE TRACER WIRE THROUGHOUT. Z > ♦.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION F OF 18'WHEN CROSSING SEWER FACIUNES. < V 5.PLAC E INSTALLATIONS WTTHA MINIMUM HORIZONTAL SKIN - TO SKIN SEPARATION OF S FROM SEWER FACILITIES. 6,ALL PROPOSED CONDUITS,FOR ALL UTBITY CROSSINGS IN Y THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM 18' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 MNIMUM SKIN TO SKIN CLEARANCE ON 16-E 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 FACILRIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS,AND .am.wm_am wn oemnr SERVICESIMETERS.AND PLACING WIRE ANCHORS.GUY WIRES SCALE-1.20 CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW OF PLACEMENT. ovm®m a xu.•ee ].ALL CONDUIT SHALL BE PLACED AT A MINIMUM OEM OF 3C MED 5 RO 17 .�mos ....w.. a...... ®a B I I I _ p}I mak= �..T..... ` I 4I + xvrxs�.tl I n,. W 6 ..OY ww mom.u.T n Ta.ca MYRY T--I TIL-DARTMOUTH _ - _-Q___ PORTLAND NED N I W _I SW OAK 6T MC' W dj--s -22'- s __—__, __ 2H _ ___, _____s s60 MCITTIetro ____. W __ ____— TRANSMISSION N —T,mRVICES CORP Z G 38+ �'9.—+_ O ...�..��.-. I (.1T8 __• —_—+ __-- ._ . _____. __—_—r. _ 7 �Y - -. Y .. z 1 2 TILSON Z U DIRECTIONAL BORE APPRO% Q 1051'TO PLACE 1-2'HDPE. = rwu,nA�a a»n OSP.SPANPATHI I.- 0 •..n.�mm 7 W PLACE 28BCT FDC O FIB:BURr: C o'sJ`of CONTRACTOR NOTES: I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR n JUCOMMENCEMENT A THORITY. NAS REQUIRED BY THE 2.RESTOR A HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. A.MAINTAIN A MINIMUM VERTICAL SKIN i0 SKIN SEPARATION OF 19'MEN CROSSING SEWER FACILITIES. ' S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTIM CROSSINGS N THE R/W OF WATER FACILRIES,MUST MAINTAIN A MINIMUM IB' { VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 MINIMUM SKIN TO WIN CLEARANCE ON 16"&URGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN ME REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY .wr rune.usm OF MAINS.APPURTENANCES.HYDRANTS,AND SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. —,I naa� w�x 7.ALL CON DUR SHALL BE PLACED AT A MINIMUM DEPTH OF 36' MED 6 vV FOR CONTINUATION SEE SHEET 8 •=NN••=•••®••�•N .T.NwN.-Tra..� � qr--30' 3 DIRECTIONAL BORE APPROX 7, 61 .. `"'•' •• 183"TO PLACE I-2'HOPE, OSP SPATIPATH 288CT FOC FIB SU s FIB SUR 4 ...N....Nr I , '%4'BORE PR(REMOVE AND REPLACE SIDEWALK) ti .e..w.X. •®�• NNN...NXXN.. ® MN1NMXr1OLL W WNW m - — - --awoAHaT -----m- ® .....W © N ....W .�....N.X.NNv TIL—DARTMOUTH 3eM*100'.30''---s — I PORTLAND NED I I PREPMED FOR: W --- -- - MCI - 6 -- - - . _ -w -- ---� _ MClmefro O23+00 ��iT 25 ACCESS TRANSMISSION F 5' 2' I SERVICES CORPZfl/W PZO aDIRECTORE APPROXTILSON 1051'T 1.2'MOPE.LOSP:SPaPLACE C nFIB:BDALL HANDHOLE 25X29,HHB i:-122.75006 LAT:454447B (:30•�0'>30• f I CONTRACTOR NOTES: SLACK:50' LOOPSLACK: i I 1.CONTRACTOR TO LOCATE AN D EXPOSE ALL UTP IIES PRIOR SPLICE:N/A TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE 47(4'SORE PR REQUIRED I JURISDICTION HAVING AUTHOR". 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY • SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. S.PIACE TRACER WIRE THROUGHOUT, 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION R x OF 18'WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZOMAL SKIN TO SKIN SEPARATION OF S'FROM SEWER FACILITIES. 6.ALL PROPOSED CON DUBS.FOR ALL UTILITY CROSSINGS IN • THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM 18" I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.T MINIMUM SKIN TO SKIN CLEARANCE ON 16"&LARGER PIPES I WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW ANDA MINIMUM S HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLEUNG WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY IT I OF FIR OF MAINS,APPURTENANCES.HYDRANTS.AND SERVICESIMETERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:M SITE SPECIFIC REVIEW OF PLACEMENT. . 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 96• MEO 7 0 CONTRACTORNOTEs: ..�>w. 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILTIIES PRIOR m"e�www TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE reo I I JURISDICTION HAVING AUTHORITY. i.e�w eu.u.a u tll I I 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY ""` W reO1•.. ." I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIFE THROUGHOUT. /.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION ull B OF IW WHEN CROSSING SEWER FACILITIES. reti.o 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN i TO SKIN SEPARATION OF 5 FROM SEWER FACILBIES I I 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN I I THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINI UM IT I I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' — ....w ^ • MINIMUM SKIN TO SKIN CLEARANCE ON I6•ALARGERPIPES j t I WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM S — 8! I HORIZONTAL SKIN TO SKN CLEARANCE WHEN PARALLELING m I A WATER FACILITIES A N D CONSTRUCTING WITHIN TH E P ROXIMITY .• •. I \ OF MAINS,APPURTENANCES,HYDRANTS.AND a.R^:""www[ore gz I = SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES 'N' " •re"""" • CANNOT BE PLACED OVER SERVICES OR HYDRANTSWITHOUT '➢ .[.cre`"nnO Ho SITE SPECIFIC REVIEW OF PLACEMENT. @ `^ I I I T ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36 x I TIL—DARTMOUTH I PORTLAND NED INSTALL HANDHOLE �� I I PREPARED FOR �• MCI STA:21.90,HFW r I LONG:-022.75001 LAT:15.14Q1 I I `a' SMACK57 �0• ` • w RM--.._____.___.__.._. MCImEx7F0 ___—_w _w -----w —_--- —_—_ ACCESS TRANSMISSION _ LOOP BLACK S e • ---__w —_— w SPLICE:N/A — 7. �-___• --_— `4' eoc ` SERVICES CORP 1'X1'BORE PIT REOUIRED I I�—_ r«---_. Sw OAK wr _ r , ----- ----- ' � 1 • s s ___69__s2B'—__—s s B I --_—_ 2 TILSON _-- p BORE PR 2 Fa 26+ 5• Z S• aeax xom',q owciixw tl're I I I W -- F, pro®�w,omam mm u.o.e..n.wm J • T 7-6 4 s I S I I � �----- INSTALL HANDN R R DIRECTIONAL BORE APPROX • OLE 187'TO PLACE 1-2'HOPE. I R� STA 28+80,HHE B I • 10-TO'PLAL BOREAPE. LONG:-122.75001 LAT:15,I 71 r OSP:SP 88CT P:: 1 'q 100'70 PLACE I-2'HDPE. PUCE 288CT FOC .i E�xJ1/ OSP:SPANPATNSIZE:30•x807QP FIB BUR I I I I PLACE 288CT FOC SLACK:SU L o? o i FIB-BUR-: LCORSLACK: BI, SPLICE:WA 477 BORE PR REQUIRED R I I • DIRECTIONAL BORE ART ROK 3' -( f-j I I 125'70 PLACE 1-2-HDPE. 1 I I I OSP:SPANPATR: +-i-6• I PLACE 288CT FOC FIB:BUR:: FOR CONTINUATION SEE SHEET 7 __ RFaLFEGr4 6 1R�1$Ro m Artre o.s oon.wr SCALE:1:20 F oreMED r: sxm8urxm CONTRACTOR NOTES: •�N..o.o..o„.„o,o 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE a."A...oi„, v. I.L. JURISDICTION HAVING AUTHORITY. �, C> , ^.u. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. S.PLACE TRACER WIRE THROUGHOUT. 3 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION r ••�� ' OF 1B'WHEN CROSSING SEWER FACIUMES. 5.PLACE NSTAl1ATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. a a 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN ” ., ax.o,n"r THE R/WS WATER FACILITIES,MUST MAINTAIN EMNPAUM 1@' + "a.a.a„„. ......vau...„, ... MINIMUM VERTICAL SKIN TO SKIN CLEARANCE FROM WATER ER PIPES.7 ' 6_ MINIMUM SKIN TOCROSSING HYDRANTS I NCE ON IIS”B LARGER N TED WHEREAL INFRASTRUCTURE NG H TURF IN INCLUDING FACIL MINI NOTED AS ,e TRY a” w f CRITICALAL SKIN T SKIN NTHE REVIEW AND AMINIMUMS HORIZONTAL SKIN N CONSTRUANCECTING WHEN THEPR XMI ING WATER FACILITIES AND RUCTIN T,AND THE PRD%W1ffY q �I `”' OFMAN/MEFERRTEND PLA HYDRANTS,ANC HORS- - _ SERVK:ES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES I R CANNOT BE PLACED OVER SERVIC ES OR HYDRA NTS WIFHOUT SITE SPECIFIC REVIEW OF PLACEMENT. SW 7.ALL CONDUIT SHALL BE PLACED ATA MINIMUM DEPTH OF SIS' TIL—DARTMOUTH R,10 PORTLAND NED —_L—_� _ ----_• __ _ ___ _ _ � PREPARED Fdi� m _--_.r« r« - ._roc_- —,« MCI u~i MClmeho W O _ __s ___— OW OAK W r ACCESS TRANSMISSION N ° -----5 -----5----_ ___ ___ F SERVICES CORP 5 _5 __ rYl W s __$—s —____s 49__24 s --___s - roc_— me - roc_x w 5 Y 5 ��-- «- » TILSON —_ b b Z F Ry so—�-- '^-----m----- Z "n R O n U DIRECTIONAL BORE APPROX _19 O 425'70 PLACE 1-2'HDPE. r ano.naa,a W R PLACE 28BCT FOC V y AF �- FIB:BUR:: g I I e u•nRySAsw m SCALE:1'.20 nSMED v. si r...... �0 v ra. .Wa........ J I t o •M_- _._WM._J I ____ nM-- I `u• I • • — W T \ • _____ ___ 1T@ TIL_DARTM OU TH _ _ _ -• • -----• PORTLAND NED PREPARw a / a r — -- . _____, swo�ucsr MCI ---s / N - —s Z5'_____ MClmetro ------ --- w __—_s __ — U -(D- ppACCESS TRANSMISSION lU _ SERVICES CORP W 30+Op = 3. O6 /'// M - -------- 32 ' -.__ -- —s----- ___ I roc _ -nM !W_S__ — >a —e /' roc -- -----• z=---n --- ---- — nom_ TIL 5 0 N 2 DIRECTpW1L BORE APPROO( I _— — —_—�—v/ur_--. s'I_.__ f 125'TO PUCE 1-2•HDPE. INSTALL IIANDMOIF 4 '" Cl —vT Q z OSP:SPAFPATIr'. STA:31+05,MY I I 2 zzwip^a.>i�w+.xWiaW.+ O PUCE 280CT FOC / I 51C TO PLACE BOREAPE a. nzw 11 FIB:BUR:: SIZELON31227x302 UT:IS.IM09 \ I 311'70 PLACE I-2•HDPE "�^'OA1tl1 COA11O"1On m"' y SIZE.30•KBO•x30• I / OSP:SPANPATH: Q Q SUCK:50' I I PLACE 288CT FOC V W L CONTRACTOR NOTES: SPLICE:WA ' I •� B FIB.BUR.. ■ [ ]� i aY 1��� 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR 17(1'BORE PR REQUIRED Il TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE L I� JURISDICTION HAVING AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIONAGE DAMAGED OR REMOVED DURING CONSTRUCTION. I it I 3.PLACE TRACER WIRE THROUGHOUT. 1 I• R 1.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION I OF IT WHEN CROSSING SEWER FACLITIES. I I 5.PLACE INSTALLATIONS WITH A MIN RU UM HORIZONTAL SKIN i I TO SKIN SEPARATION OF 6 FROM SEWER FACILITIES. I I I 6.ALL PROPOSED CONDORS.FOR ALLUTILITYCROSSINGS IN tl I THE PIN LS WATER FACILITIES,R MUST MAINTAIN EMINLMUM ISVERTICi R MINIMUM SKIN TO UM SKIN TO SKIN CLEARANCE FROM CLEARANCE ON 16'& AR ER FACILITIES.2' ES WHERE CROHYDRANTS NG FACILNESNOTED AS CRITICAL INFRASTRUCTURE RUCTURE IN THEHEREVIEW AND A MINIMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARANELNG WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MANS,APPURTENANCES,HYDRANTS.AND SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. Z.A U.CON DU 9 3 HA LL BE PLACED AT A MINIMUM DE PM OF W' opMEDn X10 F0 wwlasw Ww � ewaww� WMWWr ��W� amara Al OY Wim — Www• WYrMI — .wa i / � r�aaar � rwa WCw ® Olw WMI W YMMI Ll _ � ® .rOO rMlll � .AaTYMIr r ___• ..__.roc FW TIL-DARTMOUTH •-----._ PORTLAND NED Y __—_._----r---_—n_ PREPARED EYIf! SW OAK ST -` __—n ____— MCI 3 —y MCImetro u Y Y ACCESS TRANSMISSION N G I 33H00 ab SERVICESCORP F --m—_ 4— _---FL m -_ Z 34� 2' --r .— FF_• ___—_. —_—_—• F Z n/n- —_--__ O I LD)JIFECTIONAL L1 BOREAPPROX TC PLACE 1-2HDPE =_ Tnai Wl..P.Ima.oLwxaSnw e�a0e N P:BPANPATH::CO ACE 28OCT FOC Z F79.9UR O mW r.r..ae U K CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTIHIES PRIOR TO COMMENCEMENT OFAUTHORITY.CONSTRUCTION AS REQUIRED BY THE JURISDICTION HAV NG ECTEDOADI SI RESTORE A0.AFFECTED ROAD/CURB PAINT AND ARV SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. ' 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IB"WHEN CROSSING SEWER FACILITIES. 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACILITIES. s 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS N THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINN UM 18' VERTICAL SYN TO SKIN CLEARANCE FROM WATER FACILITIES.T MINIMUM SKIN TO SKIN CLEARANCE ON 16'&LARGER PIPES ,{ WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN ME REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING W TTHN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS,AND u'Ra� ra�a � SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES »nssa.LL aam m All11 ms oan.n.s CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. x.�pev n : sv�-7 7.ALL CON DUB SHALL BE PLACED AT A MINIMUM DEPTH OF 36" nMED 11 Io a I{ I Imo~- � T F � —"T•— rwi�uuu.a.,. w e I -- - L- --•--- --•----- " TIL-DARTMOUTH _ ♦I PORTLAND NED SW OAN S7 PREPARED Fop: PR(REMOVE .– � n A ANDREPUCEASPHALT) .pers _--'–�•5 ---_48s _____. I MCI W MClmefro Z35-I� 3' / 7' ACCESS TRANSMISSION O 6 Y SERVICES CORP F --_ -mr----� �-- � 37+00 Q –_ _ _ – – ___a_�_Z—ra B•_ s, t• _ _ O DNECTIONAL BORE APPRO% –Le____ _ _ — ' TIL 5 0 N SIC TO PUCE I-7 Z V OSP:SPANPATHx --_––sR– C I DIRECTIONAL SORE APPROX `' PUGE2SSCT FOC Z .as sApone s O I I Wt'TD PLACE I-2'HDPE. LL Pie F, O w••++�• Z OSP:SPANPATH:: Y Hreee.wfna INSTALL HANDHOLE PUCE 25SCT FOC C ^ STA:MOB NIM FIB SM, O 1 .y�` '- LONG IZE+30 2.7.13V UT:/S.MlS7 I LL \/�SSO■ ■ SIZE:K,5W XiO' CONTRACTOR NOTES: SUCK 50' 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UHMES BY T SPLICE:NIA t TO COMMENCEMENT a CONSTRUCTION AS REQUIRED BY THE SPLICE:NA 2. JURISDICTION HAVING AUTHORITY. !'X!'SORE PIT REQUIRED 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. - J.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IS-WHEN CROSSING SEWER FACILITIES. 5.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5 FROM SEWER FACLRIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IIr VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITES.2' MINIMUM SKIN TO SKIN CLEARANCE ON 16"8 LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILRIES NOTED AS f ); CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROKMITY OF MANS.APPURTENANCES.HYDRANTS,AND "•'"•� SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. same. r•n, 7.ALL CONDUIT SHALL BE FACED AT A MINIMUM DEPTH OF 3e MED 12 0 CONTRACTOR NOTES: •��....o..o x..oxo 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR RSSff TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE 9 ..xxo.w17Na .a. JURISDICTION HAVING AUTHORITY. -3. .x a ........... 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY E SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. —� 3.PLACE TRACER WIRE THROUGHOUT. ,ex, 4.MANTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF 18"WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5 FROM SEWER FACILITIES. _ 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN .�. THE R/W OF WATER FACILITES.MIST MAINTAIN A MINIMUM 18" VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.7 MIN MUM SKIN TO SKIN CLEARANCE ON 16"B LARGER PIPES .Ms ••�• WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AST). , *$ CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MIN MUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY tin"•x• OF MAINS.APPURTENANCES.HYDRANTS,AND SERVICES/METERS.ANDPIACINGWIRE ANCHORS.GUY WIRES 0 CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT A..�. { — TIE SPECIFIC REVIEW OF PLACEMENT. S ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" TIL—DARTMOUTH ). --————-———- PORTLAND NED PREPARED FDR >a_ MCIs'-- f -----f -----f -- o f _y 4— •N OAI(8T f --___ ------ - MCImefro u S I ACCESS TRANSMWION N I ' SERVICES CORP N _ 38+00 5, a' F '" lIZ Z .--• —_ ___ u iS -- �._ __ —• —�_----�--_ IB.__—_ m I 39+00 ____�_____._____. y_ u __ 5' TILSDN o ------roc --• -- q 2 DIRECTIONAL BORE APPROX — --_� lI � -- 'nc-��--�-- _ p !9VTOPLACET-2'HDPE. ':I ---1—_a ----Rp Z OSP:6PANPATH.: "� - seas xs aoai wg.fau.ff O PUCE 298CT FOC 17U'BORE PR u FIB OUR J C p 17U'BORE PR(REMOVE I / Z AND REPLACE ASPHALT) 1 I SIT j V I I I I I I LL s I I I I i I I I I .ia:c xwsm�cpww Wa:u.v.>m ixwfsawr o+snfx n Arm ffs eoox.xr SCALE:1:20 asurmfr: s�arrux� xw MED 13 0 I u M OAK wr \ n .•.n n.nnou W.�. N W \ ........�n uA ...run b I _ -- I �--�-�� TIL_DARTMOLITH 4j �\JD PORTLAND NED 7 — Z 5• R KEPARED FOR Z DIRECTIONALBORE APPROX U 49VTO PLACE I- HOPE. I ------ xM' — -- MC' -_- OSP:SPANPATHO I m0mefro PLACE 288CT FOC I LL FIB SUR ACCESS TRANSMISSION INSTALL HANDHOLE I I I SERVICES CORP STA:41-10,HHO I I r x -- LONG:422.7A371LAT:A5.IM83 SUE:30SE0 w SLACK:SO' Z I LOOP-SLACK: SPLICE:NIA I I I T I L S O N IRI'BORE PR REQUIRED I � CONTRACTOR NOTES ol$:JVr r I 1 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILIRES PRKM TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE -_- 2.JURISDICTION HAVINGEDRODIC "'"/Pa^--------.._ • 252.REAOREALLAGED OR REMOVED DURING CONSTRUCTION.ND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 70' I.MAINTAIN A MINIMUM VERMAL SKIN TO SKIN SEPARATION N OF Ir WHFNCROSSINGSEWLR FACILITIES. 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 THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IS' I - VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACLITIES.2' MINIMUM SKIN TO SKIN CLEARANCE ON IC&LARGER PIPES WHERE CROSSING HYDRANTS INCLUOING FACILITES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS.AND ne m . =orsoA wea SERVICES/METERS.AND PLACING WIRE ANCHORS.GUYWRES reena.amm owu".s 000.nr CANNOT BE PLACED OVER SERVICES OR HYDRA NTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 3e Doom ne nxe�xwa MED 14 0 CONDUIT ENTRY DETAILS a.®.:.... a —N� TYPICAL DETAIL'A" SECTION"B" TYP.SCHD 80 HOPE INNER DUCT BRA DETAIL BOX .v.Nr1I YWE.Y �D A�R CARFACxSDFITIL—DARTMOUTH INNER DUCT BRANCH cele epnnFRcgeEERNAR+a PORTLAND NED MEPATRP FC *mMICI neE+a vTFc uOE FTRJCI :zs MCImetro ACCESS TRANSMISSION ReW F.35'LD.SwEo In— SERVICES CORP TYPICAL DETAIL"C TYPICAL DETAIL"D" HANDHOLE CONDUIT ENTRY H NDUIT ENTRY TOP VIEW PROFILE VIEW TILSON HAp AMRUR llbI NE F"Wi.M' Bull3ng6 NOi LE$5 IONE50EONEYI 5'-C pI31M0(ADE P^NI.M.OR 9IxYJ N.Y nb�Nao"nen.bm tlbM.[T.wm u sIRAUE ocr � wexn HANDHOLE a4 it COMPACT® NOTGRFAIp RVC.gSP/GSv THAN ll ORxE CN HEDVONE•�• • CMWRIIVP.) P !8 GROUNDROD WK-CA D ITI010�COIQNIS E11RIL ON GN ftI — Bf19 ATM BCSM. — v N.Elw Mr EFI6an u.[u �.F.4Y 11t aMtT.t a.u1.E. ♦nam m.ry��.� M® SxfEI EIUMxt MED 15 D 3011 x 6011 x 30" HANDHOLE DETAILS 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECTG-A „...o. ®......... .1OMNr e T M PER wstt m sPEar,c" RuM WWR _ POLY"OONpm cm cuslam NAME !a mm! MRIMO — Meldrur u" Nur 1060 — — FRs Yg1Fl1<+19 POLM[II .. ....s... .a..--...o B Oo11rlIE1E , , „• Box SLRSAtt vr'G1� Y -- — FLUSH MOUNT COVER DETAIL I ''�'�'„�' ”„•W„„„ PAL A ri�m I s/•' u s. 1z. s Tll_DARTM UU TH LOLImONN 3,,/Z• �11fR R.o. b-.1R� C C , 1 1� t S/rMmOLAND NED OR sec Bnn 1X•f PM o � ”` 12' �o z•x r X fpr Roc --- - - -- ,. 1■/1r MCI 1%��1i WM (+m R,) {BT MClmetro CFN ER a x n6 SURgO BFN1(tx) FOR HOR W RWLOCKDOWN DETAIL t s/r 1, 31/4- ACCESS TRANSMISSION T— .:3'. SERVICES CORP 63 3/8” 33 S/E- II so. II� 1 3/4' Map- II 1/r TILS 0 N s TII111 --- x 1/]- IIII -- ...,..r..a-..,..,a..: II 01*"m3W IIII I -4I1*- t 3/8' KWXK IIII 1 FOR 9111111m am IIII I III isi v M I I I 3 3/e' (4x) IIII KNMKOu1S 30' I1 L IIII IIII _ _ EecH 4 �� ttl- r ♦1R' 1P' �Iw KSRXXT NNi SECTION A–A 1 cn1 m(u SECTION B–B OPEN BASE GRAN(Ix) POl1KR LONLRFTi DETACHIb1E BASC t/4'-1r . :1-113/14- SECTION C-C .b[mOIY OY.W F Na M OlG[„. IY,tOT.iu 30„—X60" X 30" POLYMER CONCRETE FLUSH MOUNT VA�ULTASASEMBLY ..1® —WK PoLYN[R LdICRFIE I rOR�PEOESIRIAN AREAS MED 16 n .�r ....... ...... EQUIPMENT DETAILS ! ...... JOHNNY LOCK LIFE PIN (2%) BOLTDOWN (2X) — NON-SKID �— •�. SURFACEEMS PONTMREER JOHNNY LOCK + ID COVER BOLTDOWN (2X) SURFNON ACE ARM \ LOGO ARMORCAST ..na o".....,.o LOGO LOGO LIFT PIN �XJS�' 9 .........au .. 30 1/2- _ 171/2" ® V� EMS TIL—DARTMOUTH PORTLAND NED POLYMER FLOATING NUT CONCRETE PREPARED PSR COVER W/CLEAN OUT HOLE (2X) (FIELD REPLACEABLE) FLOATING NUT MCI 18 1/4' W/CLEAN OUT HOLE (2X) MCImetro 32 1/4" 26 1 " (FIELD REPLACEABLE) 4ACCESS TRANSMISSION / SERVICES CORP 38 1/8- TILSON 36" Imo,xla.oa„r,„.9uIIDIrg {Initl.M9.]3J 24' i GEEING BOLT OPEN BASE /j 2 EACH SIDE WALL OPEN BASE T” fiS2� BOX AND COVER ASSEMBLY MEETS BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING _ ANSI/SCTE 77 TIER 15 LOADING 133]0 9a11euY akMl, Yul t"Suvrol 1SI]O Sella”. ]I r..1, Heal w"PY+="e. c. elec] 17" X 30" X 24" POLYMER CONCRETE BOX ASSEMBLY 11"an wmn-==e. c. •lean 24" X 36" X 36" POLYMER CONCRETE 60X ASSEMBLY (ele) vez-ssoo � , (ala) oaz-seoo AtlAOROK�e PROD=f AHY /P7a01VV36N FRODICIS 001PAN1' n rs•avml a u.ry"n relml.rsa® >�..s cmc um.LIE olirna a,uw.em P.ulvrr mm n ry...om.Iwr nvsAfO BF $IEE N�uYP PEV PAED 17 O FIBER DISTRIBUTION TERMINAL DETAILS 362IN. I 0.52 M. P e.. ,. �•• (!8 CM) (l0 CY) n arc ........ 5.1018 5.10K • •...•�• ......L, A . --(17.0 CM) 117.0 qq .........a.... TIL—DARTMOUTH PORTLAND NED PREPMM FOR. MCI 0 0 0 0 MCImetro 11.73 IN. 11.731K ACCESS TRANSMISSION (28.8 CM) (a-$CMI SERVICES CORP , TILSON �rolmoe�axryS ab.. InbQevonlw IROMo:.<am kms. '' 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT o'MEo ale Po .xexmMxxMM .n,wMWr�x. µ.�.wn. ® :e::w,xM• UIT TAPE0.TYPES&FORMULAS xoits� carts: n.:*rs: a•.. _• TAPER FORMULA • w.ene.ven.Mxben wlN<em,e<x<watlan,.re kn OYn ImrYI IONS MreM tM wnb.fnovl0.•.+raw eu••Mw ^mwll Flagtr SW.Llq.exp anM m• •••••n Ib+r aub.r.0 nrre Skplg!lane Claw•.) l' rev lw,aAde pro+er.loyP Wl-•I•vup,•Eq••town. epow -' — sMHI Y.'tx1 • u+. .w- ..n..Yrn. 1+]k[xmer w U ".. •Nu caw Wk✓rksGpuxla lw lCYSKKMen WeN. hrnanen,n.naJEer,awr f0 I s 4+•ryn. Y pl•dqr Ynl Ilbn M iWe tllr4 IO,pMn9. 5•w,.lder Cl•\wr 1'!J•r X1' L A-k.r,w•Tr HIM I� mgvm�w :re•••r wetly nl•,.r� wa • U+e,l..r.•m+In aoeJN.,ryn IS 6ON'. lhrnr uw np,ddeP 1 fwaaikY. k Tvux° pyglnq.Ye dq.TMIS01 f0'-100' pndebemw weMRN wM KalsbN wMtkrd sroJ,b•p+r•4•. r � 0•.rrrt mlTwwMMenl vm.lSn Ora+NMll °YYlu rn•wnh wdlwnJ --n mdand nea,b»,wy comppmnn arur,w IRe rrrCMb,wfb A4W5 . o+elnt •..Ml ww.ft SSyyrYSwINns 11N SPme Iron lM Taplf bNM [cad.MwnMr, F S'nCr•Y.•. 100 LO' _� .o....... TEMPORARY BARRIER FLARE RATE TABLE ' r *SPEMINIMUM SURE RATE w+Mr IVn '"(41r T xM II\+k Dum, I1w,•r,Y„kxo, � ....n+..,,n......I , ,10 tl ___ M1 .xr u.xr . 1011 yF•Itlmrw —_� -}eT.e.mr r� `-- ww4•n 7wew MneM n di.i +IIIMY•MI{roa -�,,,- - > _ - TIL—DARTMOUTH y - 60 p Ifa ., c n... '0 65 lit PORTLAND NED :1 PORTABLE CHANGEABLE MESSAGE FLAGGER STATION PREPARED EOR: p MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION MCI tl t•VALUE FOR TAPERS(R) lofts: CIE rc L torts IM mL WP au 19: .-Lw.N.,a.wsx mawxaM BUFEERY(Po Tem•.rhfa[Orwrr, MCRnBhD *NIID IwsI t w-I2 w-I+ w-,L • xar,rr.eq.frn.x l„froww pfpwwy ep.rad.-.,.wuwne•. . spn,wd wn.rl.allk C-..do..k•,ncm • • 3•ITC,.Wg raa• 5 '25 I. I05 7; bw W'.'w arerR•fhr•bvq.dae ah^I•q lw bnMludF+l w.m car,h.minl-•r„•,.apine. IpLYM•+wsn•.q. ACCESS TRANSMISSION Aso I Ino 1 )lo 1 240 100 rt•„m legwm r[nwgYY.•. _ SERVICES CORP s N5 235 25 ____ '}i • N m I.I.bn 1,Iwntd pn Mt Ym MvY1k.. emn • M•tea pwtloda a•eroa.ib•^ewWYl of iumdYNwe•r, 6'1(IM pe•rkxM+nnnf bbl WdtWfYq nd.e.l`e ar9wmNl caw Muda, uDTWk !v m2 MwrY 4137— 310 PS •50-.- Iso RyKul•,Cwn-u'I rWY wFh YL1 r•;Cw71-IN rbe... { 6! I W wv+hewn b reabway a•I dlrntlw•Y a.roM orMdktn bHrk mor.m•nU. 0 1 700 SOO 210 • crwrkw+bxbu•xd.rx.•b.m wnr s .. UhOtn TRNIIC SSO O )JO 2 0 mrw,gnew ewxMdn areaY,pbM„narnr, • Nl sqn arr{I'xat'p^eff e,perNY,near. U\r lbw-\r arge+erilr,e lw rnr x.YJER COr611lIK1101v 6{0 I INS • rcro1-.wppnn Wa.YNaxmaw uON2141 wf.q.w,Na.iYw,war.n,mbq,pm. rhp�rt\1e Ll,e' 76 1)0 {° 1 9SO 1000 lx.eF.p,lynsI. uYM nom arEkep rylreneM1 9 N optr rgn, i6'. .wde.b~1gfT I L S O N Fe"n 1 1 I 1000 Iwr,mM Irynwryf owe•P•+Konfxwllen pefwe,mee el•o+Ipn e•kn. nkn\e•.d kbnwmx:.r.m.-.m.o..,bn rna.e.r�l�•as..pn,,,xpM.. vem xl wvm w9.w•e.rae 1000 1 1 100° ) ronond.01 In I 1 1 1000 65 NIOR M 0•+w lwY<txm>upwn+wlwnlona enbr4+te,or wrnk ermM,tIun rrYlx. mbe,Yomxhcom xaoxurn mm hO11Y tflLE 3® • ComOl"e MiMM M.11 le fOmelfl<+r+rper•w b.Hk Rrwelrw eltl,vwrF w,Mtr, •iyLam dm4M MrLRwr 1Y.W'L'VIIW MwtIwwwl°. •'p•SnwrrmrSYnwf WNrt dI1YS.I30netlf?<5�:l�SM'16Q�1�3gw<.W-WMhM Pltl-M t6T IGM Cwtl-� aalyrO,Nn, ® roE.utcmWnW dY lf•'q.Me+.ibe20 iTYn21. lM Mle® Jx11 TRAFFIC CONTROL DEVICES(TCD)SPACING TABhLrEo *svEEo lmvpl g4l �•Sn.dM tkl 1PM.. al_-uA1k1 t0-JO 100 20 _ ___ ___ OREGON STANDARD DRAWINGS 350 20♦S-SS 500 M — [ tgnrdmacrnrmrrCe Nten60-70 700 40TABLES,ABRUST EDGE AND PCMS DETAILS irwwf 10°0 d0 I "'a' .�. XM—T I rs Ant sok refyditrb✓ny Of pp W,r• IDe ufer dnd fnnufd.1 M 2021 C rN[r enit[[m•r•el eeNcn o+�a R.,wdM ler M.waeOen ara ducat dell, ured.11h.f.untuhuroa � •N*en mrea+.ry,Jgnsp+cbgwry e.•at.,d,n rll+ne.nMybn+. RrOrrrerrd Poo/,tMnd!Cn tlMnwd^d admrmenu:•.fONa1rM K4w.Nu-lo.Yl er••du TYPICAL ABRUPT EDGE DELINEATION cane Effective Dale1 December 1,2020•May 71,2021 TM800 mYsawr.wmr.p vrzx txs wrrwwa ortur®Ir: sxlb xwxu MED 19 0 I Ii �f ,74, ob »«•n 11111-l"T MAN"" MMm—N&M,ANNANN IT —4 IA v. ;4m MAN— TIL—DARTMOUTH A PORTLAND NED PREPARM FOP. ,Ar. MAN, 2_Lm.2-Way 2-�ANE,I-WAY MCI SHOULDER CLOSURE RIGHT LANE CLOSURE FTl TJ i MCImetro ACCESS TRANSMISSION 2AA..2-Wy 4",%,2-Woy SERVICES CORP 4�tfit ONE LANE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE I Am A A r.=W 34,K4W"I�l andel MM"still N wMMl ply m con am W TO STOFA�l 5". T.WnNNe T"MMAMN rr �TMA T�.,��W. A W=f 7= . ow. TILSO N Z T. 14.IMAN.". N,My.1.NAMN w2t�l I'Mm N.......%MMN AN TZ., ,ft.mav W..In 4mo rban,Wn.nrrr oo,toM,,ww 6-0 MMMA,whir �P 6Mrl,m. Awl -d eAINANA.N,A, a,M,, d.ml. Me.1MMMI&I 11 llm-1&Adl:�- . Tgen e jeol I"use o .......... nfe� ftfill IA ITIAM OREGON STANDARD DRAWINGS INTERSECTION WORK ZONE DETAILS I I.A. ;C 's the me.1el 1M `N�N`AJ nor be 20ZI d.'..d. 44ane.2-Ws, 4Lor 2 Way RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SIDE ®,nm casTRunlpr+ Wfwer. Effective Dahn December 1,2020.May 31,2021 TM841 n A aAJ,IP w LAM m my me AC=UNMOt Me�NKM A .. ,ALM w50pn.F,lI NAIN�.l ­—T _ .n•r•.•xnx fee ...... IT .x• w,n u oll, Df�OUt a .n Mrimlie nac<n.lsn nbvwnor _._ ••««v nw una urre Jqv •q..r .sin r••• MJa +-'s �wM... PrJn JJw Nan nam onowt ,r.,,,q.nrw _ ea'"Mw aTolfs —_ —_ 4*0 O f ar I � �r+, o„^ TIL_DARTMOU TI I rt..r.. � asNw -T ate» PORTLAND NEL Wlthln Rseewq Nohf. v«rwNmq >-rr PREPARED Fpi: SIDEWALK DIVERSION r•r.,R w•.nl«... oc aw QO1D „'q�y MCI E •Mau er a.n,avh nwv.abrNk 1 YW.nJa hal•n v,r. 2• o MCImetro debt•w r«n•xgn ,urp.a.nr•aM. i . ,bw r I.nt. rwa•,ax,Mn•vrr-ramur,r.6n � co:ew m.wa an nM n baf, ' I rrn .r.xn 1 ACCESSSRVICES TRANSMISSION 1 wr k ®sc aow 1 oris SERVICES CORP ..r.ln,•r'n'fa.,•rup.LMan Wrry rY• .� DAn ®Wm nnnN. , � ramwy I m�.Ja •"n'.6a'.v.nn>e 6P wldn urrwt be, � rwfF q li I 1 ------- � Neurn•ma� -,.Inul�rnr,.ryn fn.•nNr,er.. r•,e nJa T I L S O N i«f1 ,evlve a/',tl-.MAF nItF 6P n6M , ruoxrn•.qen arn.r«N!n :..J.y.•,rn.rrery Jan h. ' I ' , �� D(EDSIt m,Mr^'v J.DnrnmPlWn aurl•fn ..... , , c4x a¢ � L „�u it .b.u.mw , .w i i , II I •." n«•s ar•+Irmo , .r.r•• , 1 1 <.,, .,nn Nxrn::P.rc .w««Nn..= , , a 1 .,N[Ow Wry.t,aalnP6 MEIT•9' 1 1 Jvnh.e.oNJrzn L=Clnvh M•n—J , , inro@u,«mn�..orr�u,.m«xmm SIDEWALK CLOSURE.MIDBLOCIi larw rJr.0— ,'� Orrenu nOTea FOR JaE oeTlllta L-- —' SIDEWALK CLOSURE,CORNER .. —' � • w*en Aonns ardxaFn msfMJoramer een<xnm wv, lalnk.ow•Ysr bAao.pllxn hdhl.. hAu,f.„a.,d4rNn rJu.mrn____J10.____ ___ ��. _.-___-- k �: ,— h..urcf[anshhnt+lM<.Nriny OeMtLnIMYNfTM.M<IM ynl{; P i ' •._I ` P y' a<ewn•.b•.r.r.Fbm,..,,u.lxiry. 0 UNDEII NEo6TWMTMJJC •....:.. S • hM<e nay.-,IIv.601n1,minNnvm.be wn,n V+wan«Ure Th<JlkRgn a+M vt<nI MiJ ppWW�� nan.vnn,Crmp<agq•.oratx+J rnln.•I<rn.hx ® Uwal CawsnsucJpx OREGON STANDARD DRAWINGS - rY i Gn•W Mnp fv.en enn zoo reef•bro me,vufe. Srmdanf DNKv)p,fell!d<- . TCD only •w vannw,an fxa.n.O:w lnn..w,rw ^'^' Drsr•1•t oslnxrslnJn Jigned in HCMean[e x+fn nrnaaan rn avwwl wnlwl„m4N. DfYKEfICfb 9<r>e�/N x(eprcd enyMeer TEMPORARY PEDESTRIAN inn pnnapmr a+Mpxru<r, ACCESSIBLE ROUTES -� n • w+n..,..n.......n.,a v yl t.,Ja,fw nervy,Wn ra avabFl•lrwrs. Jr rhe sole JefuwsJbhry of n � mslrruh x-..wnn.la•x.l4a,ll lbr,. the user lndrMvld not Dl • MMirMn R<e.nbn weeFNrevlbn vrel. uWtanfWllJg! Rmepnrcwo'ded Ro/coronal£n. :. .:..,. AdtlillDnal Mt;hl of Way • -.,h<>crn•ra>•�f rn p.aam.ivfJo6TaNJi, umm,. _-.. .. SIDEWALK DIVFRSION -- EffectiveDater December 1.2020•Mav 11.2021 __ 7Mo" A•anrr w rax>xy>wso..w.Jsz n`"inw.mwr..¢nwow n.s6000nwI r,m Nr. srffsxv>rerx MED 21 0 I-SW Mapleleaf C7 SW Oak St CN Moen y pYou N r 100' n � J O n 100' 100' 100. � 1�. iiuin SW Oak St • u g 100' 100' <45y TSS €r�;e{ All No Parka 100' are to be placed ! 24 hours bNors work. Tice, �c 8 Ons lana roatl wIM swhch sides 1 dMeroad/or pomoling. �, N N N Ba m e ar �. Sheet Size=11x17 Oats:03/75/2022 Author:Jeremy Follovnvill Pa ,t;TIL DARTMOUTH TIGARD B sow N DWG M::25925-0001 Contreaor in Work Zone:Olsson Seale:Not to Scale sdul Comments: HEA TO Temporary Traffic Control to meet MUTCD 2009 and The City of Tigran rules and regulations. All devices to be NCHRP350 approved. FIELD SERVICES A Z Field SerAces.8385 Broadway.Denver.CO 80218 PM303 11 16d702 FX:1-877-324-2578 Enn.iL kirk alozfieldsv=oom SW Mapleleaf Ct SW Oak St N N f avaod 4Motl » 100• n e 100 All No Parks O aM to be placs0 Re hours before work. e YOne lane road w 11 sw lch sides i of Ne road for pothoknp. 100' 100' No No N RKINc rpnxm '�=N'r- 1111111 SW Oak St e 100 100' 100' of 1111111 o €�1 400' 100' tth n to placed a[the nearest crosswalk. 100' r 100' 100' N n0 N YNMN pHFp n G Sheet Size=11 x17 Date:0 311 612 02 2 Author Jeremy Folbwwill Pro1eM:TIL DARTMOL7IH TIGARD B N DWG#::25825-0002 Contractor In Wo k Zona:O awn Scala:Not to Scale Comments: Temporary Tragic Control m most MIffCD 2009 and She City of Tigran Nies and regulations.AZTO All devices to be NCHRP350 approved. FIELD SERVICES A to Z Field Services,6385 Broadway.Denver.CO 80216 PH 307 164702 FX:1 77-3242578 EmalL dkl atozfteldsvcs.com Potl xlo b ro M placetl at dla nNnfat crosswalk. N N 2� N J m svoa .o. s v7 ZP D ➢ i 100' n m n O f. 1 DO' 111-7 100' ag 100' lop• SW Mapleleaf Ct SW Oak 5t SW Oak St 100' 100' a moo O3PolJ MlYM3G18 c ton S All No Parks r arc ro be placed 24 hour tro/ore work g t �g�r} � One lane road will switch alder 100' ? e u �4 of1heroad forpotholbS. gxel �57-1 Fce r T luau SW Oak St 1Do, 100' a: 100' oxo '�• 1p0' Sheet Size=11x17 N Data:03/15.2022 Author:Jeremy Followwill Projeat:TIL DARTMOUTH TIGARD B DWG#::25825-0003 Contractor In Work Zone:Olsson Scale:Not to Scale Comments: 100, Temporary Traffic Control to meet MUTCD 2009 and The City of Tgran rules and regulations. AAll devices to beNCHRP350 approved. � ROPO eN FlELD SERVICES Ato 2 Field Services,6385 Broadway,Denier,CO 80216 PH(W3)416-t702 FX:1-677-324-2578 Email:dkirk m fieldsvcs.com y f N s V b M � o oral n 100, 100' ':oe 0 100' ® O 100' 00' 100' Es r-W-1 Ip 1100' 100' 100' & SW Mapleleaf CI LM 1SW Oak St SW Oak SI �00100'0100' 3C 4• 9WAW MRAW 91riIWd ON all N 350• n 100 e All No Parke en m be plated R{hour Defon yrotk. N p0 i S 1111111 Sheet Size=11x17 1111111 Dalt 03IW2022Aum«•JeremyIF nProlact:1iLDARTMOUTHncARD8 00' N DWO 0:: 1 25825-0009 Cori in Work Zone:Olsson Seale:Not te Scale =�p 100' To menh: Tem 6 oqµ Temporary C m Rol to reset M . 2008 and The City of Tigmmiss as and regulations. to be N devlcea b be NCHmved.RP350 epp E AFIELD SERVICES q to 2 Field Services,8385 Broadway,Denver,CO 80216 PN 303 18-4702 FX:1-877-3242578 m II: iR iel avcs.com N a � N � � b w D aY�os � n 100' web O 100' „n�a • 100' 100' yy w ♦ VC Y: 1 y� eaN� o}RYW L21, °�PKIW 100' 100' E 100' SW Oak St SW Oak St SW Oak St If1 700' 100'0100' CSA ;t � airceve ��i�ire �vl�rave ar vane oY R 100' L 5Q 225' All No Pa Ms Do sro to De placed sono 24 Deuro Ds/ero woM. S vosk O � Sheet Size=11 x17 N DW:031152022 Author:Jeremy Fo bwvrill Pns{•et:Tl DAIiTMO!M TIGARD B WNG i::25825-0005 Conlraetor in W.H .:Oil Sesl•:Not to Soale Tuent•: mra Tepory Traffic Control m meet MUTCD 2009 and The City of Tigren rules and regula dims. devi All tlevlees to De NCHRP350 aplNovetl. FIELD SERVICE! A to Z Field Services,6385 Bmadway,Derwen,CO 80216 303 16-4702 FX:1-877-3242878 Emell-dk1* atoz8eldsvcs.com li0o, D 100' SW Oak Sl SW Oak St SW Oak St s 100' 100' All No Parks 100' F ro to M placed ours WON work. One roan vAll switch aids at the road for potMling. 50' 4g�+� ♦ ti€� V N c� f V a n 00' Sheet Size=11x17 00' — Deb:031152022 Author:ism Fullowwl11 Prohet:TIL DARTMOUTH TIGARD B sonD N DWG N::25825-0006 Contraator In Work Zone:Olsson Seal&.Not to Scads wenn ATo,.. Te m Temporary NE° .Temporary Tra18c Control b meet MUTCD 2008 and Tile City of Tgren naes and regulators. All d.Ices to be NCHRP350 approved. FIELD SERVICES Ato Z Field Sao,kars.6385 Broadway.Denver.C080216 PI-113031,1164702 FX:1.877-324-2579 Emall,dkI i%Matoz%MIds,wc3.com f f ,,,• 100' _ D �/yyy 100' ke •100' 1 xa xo no .t f VMN'MG ?a=.Nry M_fl-M6 IeRltgy • �j O 100' 100' 100' SW Oak St SW Oak St SW Oak St a 100' gg4 100' 100' �6 �b� • 9egria onave cµinNer: ONgWd ax ox on on 325' 100' 100' N m M No Parks Sa boon halon work. f pp• 00' ;q4 sonc S rCRN D �w NMN < XEN o Sheet Size=11x17 N Date:03115=22 Author:Jerenry FOIbvnAll Prot•ot:TIL DARTMOUTH TIGARD DWO a::25825-0007 Contractor in Work Zen•:Olsson Scale:Not m Scab �p Comments: Amporery W be O HRP to meet ved. 2009 and The City of Tigran n+las and regulations. All devices to be NCHRP350 approved. FlELD SERVICES A to Z Fleld Services,0385 Broadway.Denver,CO 80218 PH 303 191702 FX:1-877-3242578 Eman:dkirk aWXieklsvcs.w O y � m S D m 100' n z O D • r, 100' }c •: 100' 100' °ii SW Oak St SW Oak St SW Oak St 0100' 100' �• $Sxe� !ji$S All NO Parb 100' areto be placed TIE 24 hours bdors work. g£°ot ''i�£ One lane raatl will swileh aWea d the rostl Ior pofho8np. ♦ m y 11r D m N < 1000 o 100' 0 100• Sheet Size=11x17 Dab:0 311 5/2 0 2 2 Author:Jeremy Followwill ProJ•el:TIL DARTMOUTH TIGARD B aoeo N DWG 0::25825-0008 Contractor In Work Zom:Olsson Scale:Not to Scab even TC Comments: Temporary Cartrol to meet MUTCD 2009 and The City o/Tigren mlea and regulatlona. 1.be All tlevicec to be NCHRP350 appmvetl. FIELD BERVME2f A to Z Field Services.6365 Broadway.Denver,CO 60216 PtN303)1164702 FX:1.877-324Q578 Emalt d1kirk0atoxileldsvo.com I 3X. 3X. XmtlOM ` MtlOM OX G UYOtl 100' v 100' J AIN m T N 00' 100' xo xo xd xo e�rr� vm�Xxc wxaxs © Nxnxs Nxxac ` € ¢3 ,000 100' 100' SW Oak St SW Oak St SW Oak St 100' O00' 100' T silmxe`ae seiovxave o^x`ooxxO ie 325' 00' All No Parks are tobe placed m 24 hours before work. T <a N e 00' m � ROAD S n >NE<X N Sheet Size=11x77 N Data:03/15/2022 A rthor:Jeremy Followvrill Protect:TIL DARTMOUTH TIGARD S DW6ner 25625-0009 Coninotar In Werk Zene:Olsson Scale!Not to Scale Tp Te mmrar, Temporary Tragic Centro)15 meet MUTCD 2009 and The City of Tigran roles and regulations. All devices to be NCHRP350 approved. FlELD SERVICES A to Z Field Services.6385 Broadway,Denver.CO 80216 PH4303916-4702 FX:"77-324-2578 Email:dkIrIAtzfie1dSvcs.00M SW Pomona St v+ f � m ur m � p1 D s < D o m O 100• .� ; 100' 100' °a SW Oak St SW Oak St 100' 100' d z'g g�x¢� 1i4�� All NO Parks 100' are to oe placed fi n,oure before wort. OM1..curd will svdleb. of me rob ror peMoling. 50, � D f N S m 100' 100' 100• Sheet Size=11x17 nano Date:03/15/2022 Author:Jeremy Followwill ProJaa:TIL DARTMOUTH TIGARD R DWG M::25825-0010 Contractor In Work Zona:Olawn Scale:Not to S.I. °XEA Tp Comments: Temporary Traffic Control to meet MUTCD 2009 and The City of Tgran rules and regulations. M devices to be NCHRP350 approved. FIELD SERVICES At.Z Fiaki Services,8385 Broadway,Denver,CO 80216 PH(303)4164702 FX:1-11 1-3242578 Email:dkirk aloNeldsvcs.00m SW Pomona St � 100' N °f D T � o wex Dvoa 1�, 100' xo xD xo xo vx�rcixc �n�„iIY vMxxc Nxgxc • m� 9 SW Oak St SW Oak St 100' 0 100' 100' �^x a S$c a � axla'era tinxeve axrura m ox ox ox 100' 225' N 10O II All No Parka N s hors W placed > D u hours,Moro work. D 100' < o 0 ROPD 100, V Sheet Size=11x17 N Data:0311 WD22 Author:Jeremy Fdbwwill Protect:TIL DARTMOUTH TIGARD B DWG S::258254011 contractor In ZIlI ne:Olsson Scale:Not to Scale TC Te m Temporary W be Control to meet aMI pproved. 2009 and The City of Tgran roles and rogUlaBona. All devices to lx NCHRP350 approved. FlELD SERVICES A to Z Field Services,6385 Broadway,Denver,CO 80216 PH 303 18-,.v FX:1-8T2-324-25]8 Email:dkirk atDzfieldsvice.co