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PFI2022-00093
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT s COMMUNITY DEVELOPMENT Permit#: PFI2022-00093 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 04118/2022 Parcel: 4118/2022Parcel: SEG285 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Verizon EWO 2112CBCI Project Description: Installing fiber optic cable via directional bore. SEG 285 Class of Work: FEES Type 1 -Utilities(gas, electric, data) Description Date Amount PFI Permit Fee 04114/2022 $1,225.00 Total $1,225.00 Owner: REQUIRED INSPECTIONS Call 503-6394175 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: �4W Ll& Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12022-00093 imL 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-Mei)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 PH #: 2022-00093 = ENGINEERING DEPARTMENT . Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TILDARTMOUTH TIGARD_A TYPE OF WORK _ Project name: — X TYPE]—Franchise Utility Work Brief description of project: performed by NWN,PGE, or utility agency Installing fiber optic cable via directional bore. ❑ TYPE 2—ROWSidewalk/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 tap ❑ TYPE 3—Full Scale Development Work Beginning at the intersection of SW 95th Ave and SW Oak St performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Streetwidening • Mainline installation for sanitary sewer, Name: MCI Metro Access Transmission Services Corp storm sewer, Tigard water, and Tigard Mailing address: 2250 NW Aloclek Dr water service area City/State: Hillsboro, OR Zip: 97124 ❑ TYPE 4—Small CeIlTechnology ❑ TYPE 5—Tigard'Priangle Phone: 971-235-0884 Email: robert.newbre@verizon.eom Phone: NOTE: Type 1 and 2 applications may be emailed to rowpermits(d or.gov. Contact name: Robert Newbre Phone: 971-235.0884 Email: rnhPrt newhre(2vPr07on rom CONTRACTOR INFORMATION ❑ Same as applicant Name: Tiison Tech CCB Number: 212930 Mailing address: 12801 NE Airport Way, Building 6 City/State: Portland, OR Zip: 97320 Phone: 971-235-0884 Email: lherbert@tilsontech.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of workis required(if over$5,000):$ ?t (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes ❑No Case number: Cityof Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www..*rd-or.gov • 503-718-2421 9 Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. 1, 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. y Jeremy Herbert Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: PF12022-00093 Permit fee: 1 10 225-UO Received by: SPV Date: 3/15/2022 Approved by: Date: 'All 3/2 O i Notified bv: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 109/6 of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR • TYPE 1-3:DETAILED SUBMITTAL TYPE 4: SMALL WIRELESS FACILITY CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): ❑Small Cell ❑Macro ❑ Street Name ❑ Site Address How many install sites are proposed as part of this permit 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 • wwwtigard-otgov • 503-718-2421 • Page 3 of 4 Edge of Pavement Streetlight IFEAsting Ditch �r Rad.Drain I jT—eio'p'os� I Existing House Z04- o j UD "Ilk Shop i t Powerpole r I = I� I o • o I D 7ropeVLne- I I Fire Hyd rant(FH) I I ji I Scale: 'I"=30' � I I TYPE I AND TYPE 2: MINIUM SKETC1 I REQUIREMENTS (Put N/A if not applicable) i♦ I I � I I j � I North arrow Property lines&dimensions Existing utilities locations (sewer, storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wuuctigard-or.gov • 503-718-2421 • Page 4 of 4 MCI MCImetro ACCESS TRANSMISSION SERVICES, CORP CONTACTS OUTSIDE PLANT CONSTRUCTION MCI METRO PHONE 153314-:R°BERTNEWBRE FIBER OPTIC CABLE ROUTE PHONE:(503)314-0826 EMAIL:ROBE RT.NEW BRE@VERIZORWM PROJECT MANAGER:ANDREW BEISLEY PHONE (502)628-9011 EMAII:ANDREW.BEISLEY@VERIZON.COM ENGINEERING AND PERMITTING P D X V E R I Z O N PROJECT PROJECT ENGINEER'.ROBBIFGASTINFAU PHONE:1913)748-2562 EMAIL:RGASTINEAUPOLSSON.COM PERMIT COORDINATORMAGGIE BRANNAM EV O : 2 12 B C I PHONE:1614)625-4468 EMAIL:MBRANNAM@OLSSON.COM Utility Reference Number : TIL_DARTMOUTH_TIGARD_A County: Washington City: Tigard, Oregon 811 DESIGN LOCATE TICKET NUMBER(S): Site Name : Dartmouth 21365369 22025559 22033532 NOTE: S36TIS R1W ALL DRY UTILITIES NOT ILLUSTRATED HAVE PROVIDED AN ALL CLEAR OR HAVE BEEN A NO RESPONSE. SITE NAME / ID: DARTMOUTH/ 1707BKXU.021 START PROJECT: 45.44398, -122.77428 END PROJECT: 45.43504, -122.75921 SHEET INDEX LOCATION MAP Sheet List Table m'w. .r Sheet MI-I SMet Title nI *°�''E') r.wM x.xx. I COVER 2 SHEET INDEX ALOCATION MAP SW LnwmStwv..ix .e.u... 3 GENERAL NOTES - t .•••=w.M.x°u < BILL OF MATERIALS c TIL—DARTMOUTH v PIAN SHEET I PORTLAND NLD N SHEEI z rr McPgEr Y SW lacus(51 6 PLA ^ 'r9t, a Schaaf " � < PREv.Rro rae:�® PLAN SHEET 3 MC' B PIAN SHEET !S > m0metro N 9 PLAN SHEET 5 .; ACCESS TRANSMISSION 10 PLAN SHEET6 SERVICES CORP ;weak 14 .. II PLAN SHEET] 12 PLAN SHEETU 05 10 swoa. s• 13 PLAN SHFFT9 14 PLAN SHEET 10 T I L S O N IS TYPICAL DETAILS l NEYa^°m Way.W Ll 16 _ NOp"V. � Iz° v.. e.ou snm a Ink Imxum laww.m mm 16 30xdOx30 HANDHOLE DETAILS 17 EQUIPMENT DETAILS p0<<AnV Tpry ' q� 18 FIBER DISTRIBIITIONTERMINAL DETAILS 19 TABLE ABRUPT EDGE d PCMS DETAILS SP1 W odr iR NE LW Sryare S' r L 20 INTERSECTION WORK ZONE DETAILS /{ 21 TEMPORARY PEDESTRIAN ACCESSIBLE ROME SIN a +1 v 4 SV NgLWRO^I DmP2oRuiTvwc.ea a1>ll.OP OemxL uY.o•v0nm xo CONSTRUCTION / GENERAL NOTES CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTES .rP. I. µLUNOERO MCONWO/CAME ME BE PLACEDµ1t'TYPICAL DOWER UNLESS SPECIFIED 1. ALL WORK SMALL Y COMPLETED TOME STANDARDS SPK II®OI ME PERAWME)AGENCY CRY. 1. CCNDUIR WILL SE NO HIGHER MAN I MORA FLOOR_ FRN.AA-,".• OlIF31W4E OR ME CON51NVClILN DRAWINGS.DJIROAm 1MµS HAVECpDUlIKA0lE P1/.CED vu. 2 ME CONRAYGOR WALL PROMISEµL 1ABOe.NFRI N,TOME,MIIPMEM.RANYORT. 3. CONOUM WILL BE BLEU®WHO HANUCLE511 N TENORS. N.•u AT/RMMIMWA DFPM. AND GRAIN SENICB NOCELABY FOR AND NCpENMl10 COMPLETION OF All WON AS E. ALL YORK SxAAL BE PERFORMED M ACCORWNCE WITH OMA RKiULAIONS.PARICUMR INDCAIED ON ME DRAWINGS ANDFOF AS YKIF HEREIN. a CONOUM WILL NOT BE lE5S STAN TENORS ANY WALL Of RIF NANO1OlF Ce FORMAL ANSMAN• EMPEAM HAS BBN PIACEO ON THE REQUIREMENT TO SHORE OR MOPE ALL E%GVASOM DREMER N. EMERY CONDUITS WRI HAYS ML TAPE 1ULLED THROUGH.AND EPPANDAME KID. MMN FOUR 6 FEET DEEP. ]. ME DRAWINGS ARE IxAGFAMAAIIC AND INDICp1EM[GENE!µARRANGFMfNt OF9YSIB/S AND =.• WWRe•cr• I) EWWFM UHLL310MEI INDICATED BY DUENSONS OR DEARS.EXACT MUVMENI 5, CONCU6 WILL BE SEAL®AI ENIRA.NCE OF HANpOLE3 AND ANY CORP HOLES MADE WILL M •b•O"•.vuART 3. AMPAMNINGBB DONALNtllN RMA11plM&EFCREWMEVARMMCESHOUIDBE LOCATORS SHALL BE GOWENEO BY ACROµHELD COMPRISES ARDOR NSRIICIOr6 OF WE WfAIRM USING MORTAR. •ENR PRINgNjLrn u•uu• AHICIPAiED.A0JU5r AS EDGED. !ENGINEER AND/OR gVRERS RFP63fNiwlhE, 6. WHERE GROUND ROD 4 CALLED FOR B B NOT TO EXCEED 6'IN HEIGHT AND WILL HAVE ACORN 1, RAILROAD COMMUNICATION AND SKI CARD TO BE LOCARED PROD 10 Cg SNUCWN A, ME CONTRACTOR OPERACOMPOSEDNS$FALL BE COMPOSED IO AREAS OF NEW CCNSRUCION. ATTACHED, ARNUFF. RAFROADOOFGhEIyXOVRb NO10E RMR. PPROPIO CONSRUC1gN OR Af REGU®9Y S. 11EC•ONTRACIORSHALL RRBPCMM FORKPANAND/CR RB1pA1KKN OF ANY DAMAGE TO I. Lp OqR WNMN51Al1El. _ww REUEFNGACCMRWDWAYANOANYAOJACER µAMMIWX6.'WRONG NrrN 5 ME CONTRACTION SHALL RflDVEREYALL DRUM,STRUCTURES.CONWR PATMYAY,CONDITIONS. Cd61MIC .AUWURBMANDOA.GMAREASSIMLLERBORDTOMMRRICNAL B. FF39X GRADE ARWNDNMIDNOLES wILI NIESrOF®.CgAPACI®,AND LEVd WI1N MANDHOt6. E PMN DAMENSONS,ANDVALL RARAMPLELY NOTION MUM CONSRUCTON MANAGER AND WON CONDITION OR UMP UPON COMPLETION Of ALL WORRY. 9, HANDHOLB FALL E CLEAN OF ALL DEBBIE ENGN®f OFANY 06CRPANCIg. A ME CONTRACTOR SHALL REMOVE ALL WASTE.DEW4 ANO RASH FROM SITE ANO DUCHE Of N A HL RACER WIRE WILL E PULLED ARM RACE SAFE AND ATACXED TO WXL PER YKIRCATON. •.•r..rlo 6. ME CONTRACTOR SHALL MAB NfCBMRY PROWNUM O PROTECT ENDING WPROAFFEx6, LhaµAMENER ON A DART N56. _ DAMG THATS. URWREDRING EIC..ARUV WESANKLEONCPWORPRIPARANY 11. AGSwNIRLY.BE IN ON CAKE NfYEN MARCMOIEIA.WNOIE AND PMfD Q)I CORRECTLY - W DAMAGE MArOUVRR®DURMO CONSRIJCrpN lO ME3AlI5FACION OF I35DN INS PKTOR )� THE CONRACIWSNµl MEND RGESALL UNGmFMANDMAI@AD ATE.OTERWISE WITH ME ANDER RACK. • ws. T$Y .aa unxo ANO/OFCAY NSPKIOR CONTRACT DOC RKTS OF LOCAL CODES SS WROPKIICALLYMOCAIEDOMERNIbE IN 111E I],PROPER RACK AM ExD RADIUS PEiYKVOAMSN. O • •ruv MS I.uv uvn. BE CONTRACT PERFORMED DAND LOCAL SREOU WALL IAKEPRCT ACNE ). ALL SHAND PRAM WLLt BE UNUESKS UESS CWHIMS1VMflE 0.ME DRAWINGS B. ALLWCRPfINORM�ANDAARS AD NSrALLFD WALL BE CONTRACTOR ACCORDANCE WHY ALLOT 13. ASxNOWNECIAMPI WILL ENO FARMER MAN IYIEOM RYIWGN-0OITAND WILL BE FIGHT RwpgvAVNWy B, ALL OUTMENG ANCHOR SHALL BE LONG,UN1ESEOMERW6E3PKIFED ON ME DRAYMGi. APRCAREWIN ALL EGUAMNRAN.,FULE.C MF CCN AND LA.11 GM All HNTIC6 CAKE T. BE 9. ALL ANCHORS SHALL 6'LONG.DOUNE FYED,ID'SCREW ttPEUN9650M9M'ISE SPKNED ON TOCOMPLYWRHS HAVING JURW CB.IMR,�EGUFORMANCE FTHILORIDIESW.M Of ANI 1A. CARE WIII BE DOUBLE FISHED Vr11N 0.1 WEF AND LASHING wRF QAMP WLLEIIGM. T�L_DARTMOUTH ME ORAWNGS PURCAUMOWIIBHAVMGJURRDCTONED IN AC ORWNCE WITH AMEWORCMfCXANCAI 15, OFFICERS WILL BE NSIAILED WIN STRAP,TONT.INWDE OF IMHNO WIPE CAW.AND NO TURNER AND MUM ICALSYSIFA39WW1EMSS AS WELL ACCORDANCE WRNµLHRCARFMUNCNµ MANTFROMMEASNMGWRECAMP. IQµICOM GLEE MALL INCHIIDMBUWIEDmEGRy STAN EEIIV3MMOWM AND ANLCAMECFFIRAPPAJO EGAATUNSK�ARONS P$WfIl AS 10GLAND STAWCMg.ORDINANCES AND A. AMW TAGS ARE EAT EVERY WNF ATTACHEDSKURIY TO RBERWENPOSI F ATTACHED TO PORTLAND NED Il. ALL COMMIT SHALL BE 3A3NCH N5OE DIAMETER HOPE SORII UNLE4OIXENY6EYKIfIK ON STRAND TAGS WILL E SKURED WRN IP IOD. MEMAWNGS. 9. MECONTRACTOR MALL SUPfRV6E ANDDIRECr WE WORKUSNGMEESUCSONAND INWNTICN. PREPARED FCR 12 µANGER CdWrtSWE%bNAll BE INH%YFACUS UNLB$OMERWISEYKIfFD ONTHE MTHONWACIOR SIAL!R50lflY RESPONSIBLE fUMANF MECOOWFW ON MFANs, 11. GMY UAM SERVCM)N MA1 Wll COMAM MEfEFF CARE WILL BE REMOMDIFP0610LE CRA �P CRAKN0.1 METHODS. AEI DlNWAJURBANAMOOMDMARNOlWMlIONS GASUESIIMPLACE.ND -WFFMCS OFPROTETMAR OSTAND CORONION UFFOENAIME. ANDCOOPDg1AlICN YµN SME I8. ABLE STORAGE WLL RAVESNgv11OENRIµI®WIIX PROPBSRf FOR BBiD RAMS. 13. IMIMVMPULINGIBRCNWN CAME 66CORR THECONMANAG@ANL EEOWNINTAHEOD EAlAREAARM. IN. PUECONYf CTM1 YDANDAIICNIIORRKRYTES A NAMNMUMFARAWAY PROUT 10.MECONRACIOR SHALL NDRE MVEMULPALNTFI CLEAN AND NµAIANfEDI THEOf ALLONI, Ii' WROCANDRE LSPEED ATTMfF. ATTACNfOlO S1ANCOFfS NSE Ex611NG frµDOR WXEi POSRBIEI LBRRAND EAMOR CLEANCONDIOOUIPMEEM FR SPKBI®MISNOTNNG CNMEProFOOF FROUNCAPRO ADM PP. MCITBTTO IS. MECONR/.Cl(W MUSICOMAC1LOCplVWIM1 LOCw1E5gY1CB AMNYMM)SNpWS PFOR IO AM MCIFAN CONd1OH ANOFRF MOM AM PANT STOW.WR1.Op WAIOCESOF EI.FTEWITY WEPOLEL IACHWEEN. SIPAND.AI Mf BEGINNING ASA DROIT Of AHAERµNN AIA CLL WORK IN O. AM NATURE ATEVEPY FIVE POLES N BETWEEN. ACCESS TRANSMISSION IM. STANDARDS. ARNINGONBLC RI GM-0FWAYSXµLRPBFORMm1DMEAPPR11 MED 1AfE1Y PRIOR SERVICES CORP FIGURED S.WARNING ADEQUATE PROTECTION TO S,FAU ll TR FAGME11XPLLe NDEDA5 II. ALL PPRODIMENSIONS SWEMI ESPONOINGFNRANC FPCtFHET TO.1 N5LL tI.NWNGUYS WL,AND BTALL®ALLED. AERNISRANp,ON IS OWN ANCHOR.110Hi,WnH UAW LARS,FRONOE AMOU OINDMAfCRON iO VEER TO RARC,MS,IRANC AND wORRL APPROXENS At 6D 5501E RESP DAYSILTY IFFOF CONSTRUCTION COMRACICRTOOWN O JOHNNY WILL,AND GYARp INSTALLED. 4V MW ROW AIR DWFIISORrS AS LFwirS WdRNG DAYS PRO410 C(N6INUCWN WITH ME NF011C dVNN OR SIAIEAWY,CBS ANDMa,C LORrytRSNILC M,AMEIOWORRN .SO SHALLCCOMRIX RE pURDH('gVNE6 REaRBEAAINE ANY DAMAGE GUS®IY MEC0R6INCIpN T6'SR'LNDAOAPIMMWFLENOCl0561MANONEWOr ROIAOMN HINNIES OH POB ANO WA WNWORKNOOLOe Ci IENSNfIPISLCGWAg W I3 AIFN.EC..N"T NPLR D CONTRACTOR ME IO NOT NOTHING THE PROPER AUMd111ES ALL.ISE WPANED AT ME SOLE STRAIOM' WITH WOMESTART O ONORNEARANYPUBSHLL SE MA WAY.AL BY W CHMUf1CTION f DPEME CN THE CONSRUCrKM CONTRACTOR. PRATE l0 TO START OF CONSTRUCTION AND SHALL E MAINIA W Ep BY ME CONSTRUCTION CONTRACTOR DURING CONSRUCION. 12 MCICOMPRISE INE FOLLOWING OPFWINO FN11PEi: I).MECONSUNC1ON CONTRACTOR 6 RBPCP66IE FOR MOWNG WHO HOPING A LI MARMI - BROORSF ION EnID.NC. ARM TO ENTRY.NOOPEN NAME TONI LCNIFO CIGM.CIGARETW RF PPE SHALL E BROUGHT - MD AIDED ACCESS RANSM45YJN ffWtiD,LLC-• T I L 5 0 N NEAR OR INTO AN OPEN ALMHO E MC M B RULE SHALL BE EVEN MI TESTSIMCAW NVC MO WONXOM NETWORK SES.INC. THAT ME ATMOSPHERE 6 FREE OF CON8U5nBLE CAL,MANNOLD MUST E COMMLOUSLY NOCOMMLNCATONS INVITED AT AN INET DURING WORN ARM.ME.M M. MIXRNR COMARINCANTANS SARI MF A•Pn1 Ww.B•I61Ef 19. RHI AND ALL DAMAGE TO ASPHALT.COMPETE PARDONS.CORM.d111ER3.SIDfWAlRS.PAYER, - WSIEIKOµINC. DRANAM MdMDD NIUPON EDRCNES.EWANYMELTIDEC NTRACTGRASS SOD,DSHALL BE 5Nµ10EME SMELIREVO TOUCC.-FRA INC.INC. MUNICIPAL NOTES RBPONAL ORBETTMECOFERUCAIONCONRNSEOF EC OM SHALL BE IMMEONTRACTTR 10 111[ - IMEEMCIAINC. ORIGINALORCDNINKTH MOTORTMLL MIT SERF ANN WORUFr.A CONTRACTOR. WE MCIFACN1Et VTHNNAYNN EINCIOMPACRAGE ARFXEp BY WE OPERATING F� 19.MECCNREMKVALFRON MTHEPORMALLNOT51ANpMWCRRU CNNNAPPFVVEOPERAYIOR FINIMSES) DONE WIN Y. SSOtI WRITTENREMOVALµIRCMMFNORATIOUTY OWNER D10 BE AND CO31g3UN. 15, ALLWOM IPE DONE WROU OFAEINUE NINNNOPEC IR CABIEBCAKYN3 IRAWCAND AT 1.CONTRACTOR ONT ACTORACTOR TOL JJ 10.ALL ROATINGGWRNINCELL REROEDGE OF06EXANT DV G, OF NAT PERROTOCE FRUITMLOD MONKS CE ABSENCE AN CIEMPURMA MAEFFER ON COMMENCEMRTOF CATE CONSAND UCTIONSEA ILL REQUIREDIES PRIOR URI 21.ALL FLOATING MMBNSONSARE SNDA EDGE OF GAVEMENI OR ECR yNDEYKIA®BVPMNW. MAYALCTOR.PPC{APRYMO FACSRES INMEAMfHCE OF AN MCI EMPLOYEE CR CERWIEO COMMENCEMENT OF CONSTRUCTION AS REGAINED BYTNEJUR6DKTION caNLABON M. HAVINGAUTHORITY. DURING YE.FMR 6 CONSIDERED OP..RML ARE KINGDOM TO E RBOgI®.SKEW I5 AN ENGNFg:® 16 ICCAMME OF SOME OF THE PHYSICAL LFANRg WERE OBIAJHI FROM DATED RAILROAD R)gCNfDI FOOTAGE AND ANAS.NRI ACRML PLACFDIFOOTAGE.MNCABLES MAI VFAIREN �mwN OR OFFER DRAWINGS.ANO NAL,BE At sNpYN OR CBICIED ON MBE 2-RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED SEQUBRALNUMERS ON NMEOND TO EN SNEpM.rX6ESEWENMI$AREA RUNNING DRAW HAGS ORR PLACE DURING THROUGHOUT.ro WHEN OF ME LENGTH PN HE CABLE END 1O END. 3.PUCE TRACER WIRE THROUGHOID. b.WXfNREPRING UREINF$EOUMILAL NUMBERS CCRRBPONCNO NO THE FRIT IfNGM I]'UNDERGROUND WAMMWIAK VEEENPl MYEXIRES R THERENABLERITTOCANDMIR RACED MIUIERBO TO THE AGPRPPRIAE Ia.. OfSBNAIIOM.NTAHNDINEOBSARRY ExACIMEcraFR.FORELGCATOHAWHANGUIED A.OSSINGMAINTAIN WER MINIMUM WATER FCIUMTO SKIN SEPARATION OF I4 WHEN AM E M Ar NETT ADV BE MADEREINT.1 PLPwmc.oR BOE DALE so MAr CxANGBHH CROSSING SEWER AND WRIER FACIl111ES. iA.WHEN AIGHTU NGOHOPE TO AN OPENER OF H,HIDED BACIFILL ILLME BEPACECHES NAME 01 BACDHENI TOFACILITATEBE UESC ME EERACFAANI CAN EWD1INEVEMOFHOMD6. 5.PLAG'EINSTALLATONS WITH A M IN IMUM HORIZOMA L SKIN TO SKIN LARGE ORS ARE ST NES OR UICKS F 1111 ELME FRSTIRNCXA OAY CME WLLAGE HE Iv. MEEKAM ERE EALERS BY FANY UNECTIONAND URRYPRO ORSIRIICNRg SHOWN CN IROS GRATIA STONES OR SIICDOROMN LARGE ACNED Al MATMAYCAUSEDURREFFr MgERANSWERE SMEWBFREM MALLSAMNANOl3E EXOFMEwV DFACRY OR 4.ALL SEWER AND AL WATER FAC OISSIES. Wlll.W1Ax BEMKSAA'n,011M Af PERCI CT®NIIMCHLFR.AS W(AlIRE001Mf CdM1ERKOW5.5MCEMMTHAT SHOWN,WE HANREOFME UH COITOO FACRRFD NAY FACULTIES, PROPOSEDCONDURS.FN IMUM TROY CROSSINGS MT HER/WOF EARANWATER IRRONMANACED IN FIT'WIN OCLIEDJAMAGMCYRER INFMENR. BESOMEWHATTHROUGH FROM THAT SHOWN,Mf CONTRACIORPANIES ED AWLY FAOMWAMUSTMA THAM 111-VERTICAL SKINCLEARANCE3e-&INCE O.ALL CABLES PLACED IN xovfwlu Sl REPLIED wAI®IARLr AFMNNEAUATroN. INFORMATION rxpoucx en OR BY CONNOTING ME ummcoWANEs oNErnr.FRIOFiO FROM WATERFACILDIES.2'MINIMUM SKIN TO SKIN CLEARANCEON I6"S 36.ALL CONDUD.MPCADNNUWCTWBEESEALMN MAftYµ1NPACEJ6EM.ALLDUCR EXCAVATION. LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIESNOTEDAS EAIHINGAWItO SMAURSFAEEDBOMAIMEPOIMOPEMNIMTI.wmHGUWFEIANDAI M AU KNOWN BUTTED OBSTRUCTIONS ARE SHOWN OM ME CCMRLcnON DRAwBgS MY Aro AH CRITICAL IN FRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORQONTAL SKIN ME POm1 OF EMERGENCE INSIST EXPOSED LOCAION HMEg WITH JACK MOON RUGS OR OWED ENCOUNTERED AN FILM THE RBPON56ERY IF WE CONTRACWR TO LOCATE.PROTECT. EQUIVALENT, AW REAW.I DAMAGED. TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND v.AL cpxouRS WILL BE CAPPED DURING PLACEMENT AS WEN AS AFTER PIAOFMENTTO PREWNT MF SI,NO OPEN HOLE Of ANY FMD, CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES.HYDRANTS, ENTRY OF FOREIGN DERMIS OR NMAIAM BRP MI CONDUIT, N.ALL UMM THAI WILL E CRo15®D DEKTORI GROUND WILL BE POMPOUS TO VERY AND SERVICES/METERS.AND PLACING WIRE ANCHORS.G TTY WIRES CANNOT BE M.BE FREE CAKE SHOWN B DAMAGED HE WON CONSTRUCTION NOFECHOR WILL E FIGURED IODATION AM AGM. PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPEC FIC REVIEW OF WRn Ir® It m.x.FNFa WWRATHY AND THE CABLE WILL BEmYEC1EO.PNDIDTED. PLACEMENT. 'N'AIR OW AM v[FROURNo AVm•m rRVON4 BO@ WCIWr A.ALL WHOSE XµMMAHHg gWILL BE GERUND®10 CONFORM l0 ME IRON TYPICAL TO A,KA MS ENGINEERING ORAARMWNGS. 30.WHEN WORKING WIINN DOW NSADS OR UDOI ROM OF WAY ALL CONCRETE MN MUST R MAD®fY: NOW'. APPROVED BY UOOT. MED n BILL OF MATERIALS . ......... r ... TIL—DARTMOUTH PORTLAND NED PRFPMW FCI MCI MClmetro ACCESS TRANSMISSION SERVICES CORP TIL50N .no.,e..oI. P e roo®u. �S 1 f i �µa�m•v..s eemu. o,MFoF m� DIRECTIONAL BORE APPROX 102T TO PLACE 1-r HDPE. m ..... a" OSP'SPANPATH:: r — PLACEABCT POC W uiw. 67(1'BORE PR FIB OUR - - isw�iuw 2+00 12 - - �• Z TIL DARTMOUTH 1 Z PORTLAND NED B O I sw OAK ST V MiEPARD)FOR: It e -_ ----- _ ---_ ----- t- ,•� _ ----- , -----_ -----_ ----- 48 --�- - MCI _ I 1 I m0metro I � ACCESS TRANSMISSION rec SERVICES CORP IT-----w----w w----_IT 1I TILS 0 N / II I I 1 � ILOI NF Npp.Wry,Widry6 / 11 1 I j I � rom.�e.rnan» Lq R ; x EXISTING HANDHOLE1 I I 01 w STA:0+00,HFM 201251023 I I I �' CONTRACTOR NOTES: LONG:-122.7)631 LAT:6544101 1 I f 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR SIZE:30`x60'40' TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE SUCKSO' 1 R ! : JURISDICTION HAVING AUIHORITY. SPLICE:PROPOSED 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY 1 SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. l l p / 3.PLACE TRACER WIRE THROUGHOUT. 1.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. 1Y I 1 I 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS N syF I I I ME R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM IS' I I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' I MINIMUM SKIN TO SKIN CLEARANCE ON le&LARGER PIPES I WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS,APPURTENANCES,HYDRANTS,AND on.is.'"�"cuTp1c iww ti o.u�iw ar:uc`"`sx`sio SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES MOfs�`O�°wb Me` 0m'u"s CANNOT BE PLACED OVER SERVICES OR HYDRANTS W ITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. s�urwa rt: 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' oMED„ 5 0 1 - I I = _ FDIRECTIONAL BORE APPRO% I 1 ^ •••," FMF W 102T TO PLACE 1-2'HDPE. I W OBP:BPAFFATH:: I —. N PLACE 2NCT FOC —_ F1B:BUR:: R ` N =)REPMI ^ •d••�•,• p[ .�.....,. G1....,.. _. --- 3+00 -- M� ,fD— F _ = ro.cawxwoxeu z m rw� m_ 9. w TIL_DARTMOU TH ILI 5-00 0 _ --- + _ - .— - - z PORTLAND NCD PREPARED FOR 47X4'BORE PR(REMOVE S ��— `/.. �. , aw OAK ar AND REPLACE suEIILro = MCI LL --———+ ————— -----s so' z Z MCImetro 5 — _ B O ACCESS TRANSMISSION V SERVICES CORP .r. d. f— #f TILSON i4.d or frxw a� t,e m moM.m..9 CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL URLIRES PRIOR TO COMMENCEMENT OF AUTHORCONSTRUCTION AS REQUITED BY THE 2.RESTORE A HAVING AUTHORITY. i SGNAGREALLAGECTEDD OR ROAD/CURB DURING AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRVCTgN. 3. ACE TRACER WIRE THROUGHOUT. M 1.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION Of ler WHEN CROSSING SEWER FACILITES. J 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN I ° 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 15" VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITES.Y MINIMUM SKIN TO SKIN CLEARANCE ON I6'&LARGER PIPES ' WHERE CROSSING HYDRANTS INCLUDING FACIITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS.APPURTENANCES.HYDRANTS.AND ni.'ric.�cw"wO1w'w.c w.�cm,'wa SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES �Sf°4 w'@'ry m 40ONw` CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. c f '-.7 7.ALL CONDUIT SHALL BE PLACED ATA MINIMUM DEPTH Of 36" MED 6 PD DIRECTIONAL BORE APPRO% H 1027 TO PLACE 1-2-HDPE W OSP:SPANPATH:: C m��� ...•w_. I PLACE 288CT FOC ro _ N FIBALIR:: F •_ waver U W WBOLP11 wO .. .._- NF- -- ._ ___ _____ —._._ —Nn _.. +00 2 p TIL_DARTMOUTH _.. _ N •'°^•,. g' T s' _- �• - --- PORTLAND NED 2: PREPARED z MCI-----_ -----q -----_ - --22�L -----= SW - ® z - __ __ w MClmafro ACCESS TRANSMISSION SERVICES CORP .v o.re amro -----w —_.,_ ._ N-----w---- w-----r-----r-----w--"_—w-----w-----w-----w • -----w°K— ---w----- ----- ____ w——— RM_ .. w TILSON ILOI Ni Mpw.Wry-YIlMg6 raXYn<.M9]]b GXe (pX ypllbN,wm CONTRACTOR NOTES: ■ I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE HAVING HAVG AUTHORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION, 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIM TO SKIN SEPARATION OF Ur WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WRH A MINIMUM HORIZONTAL SKIN TO SKIM SEPARATION OF S FROM SEWER FACILITIES. 6,ALL PROPOSED CONDUITS.FOR ALL UTILITY CRMINGS N THE RM OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IF VERTICAL SKIN TO SKIM CLEARANCE FROM WATER FACILITIES.2- MINIMUM SKIN TO SKIN CLEARANCE ON I e L LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FAC IMES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMffY Is q vwa s uw mN.N.vrso.mNm OF MANS.APPURTENANCES,HYDRANTS,AND *i�xr cwc utw n<elacmi s.uma SMVIOES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES .sgeu•mm m«.v•a°0O•r•` CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. �wmer: sx ua Nav 7.ALL CON DUR SHALL BE PLACED AT A MI N IM UM DEPTH OF 36- NVMED 7 n B. , Y , 4'X4'BORE PIT(R EMO VE / //y// ♦// \\ ^n AND REPLACE ASPHALT) DIRECTMNALECREAPPROX ,♦/// // 15 9i 4~. —�a,,, •�••. ... f• f 02T TO PLACE 1.2•HDPE. PLACE 88CT F:: ♦ \ •.�r.o...o.o�. ter..w.. 4'X4'BORE PR(REMOVE OSP / / \ AND REPLACE ASPHALT) PLACE CT FOC .� p• W . FIB:BUR:: - \ _ s ) 31 2' V TIL-DARTMOUTH Z z PORTLAND NED QQ 2. l PREPAR♦D FOR: i \ 8 / Y / / @J�--_ a- t /. 1 2Y 40' ' _J�—L -----• --s _ INSTALL HANDHOLE ��' SI M OAK 8T 4T.0 BORE PR(REMOVE —_—— —_F —_ STA:1D.2T,HH4 __ C_ (R LONG.122 LAT'45.44416 s C MCImetro ( AIM REPLACE ASPHALT) S12E:30'X60'40'SLACa— —_, V4 ACCESS TRANSMISSION LOOP SLACK 50' O SERVICES CORP � w — vl —t---w SPLICE:WA e,x RnB - RM 1' M ____ '-- —. 4'%4'BORE PIT REOUIREO v 'v—__--vim r_ 1 Rn -�.. I i-- — dRECTMNAL BORE APPROX — --i'-' — 138C TO PLACE 1-2'HDPE. OSF:SPANPAT,H1 '""`�' T I L S O N 1 T PLACE 288CT FOC I FIB:SUR:: S P r.axa.ei 1�v r.,ma.o.mn ( I I [ vI CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE I I 2. JURISDICTION HAVINGAUTHORITY.RODIC I I SIGNAGE ALLAFFECTEDOR REMOVED DURING AND ANY R SIGNAGE DAMAGED OR CONSTRUCTION. 3.MACETRACER WIRE VERTICAL ♦r �{+' 4.MAINTAIN A MINIMUM VERTICAL SKN TO SKIN SEPARATION S. TB"WHENCROSSING SEWER FACILITIES. 5.PUCEEPARATION OF WITH AMNMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACILITIES- 6-ALL PROPOSED CONOU113,FOR ALL UTILITY CROSSINGS IN B THE R/W OF WATER FACILITES.MUST MAINTAIN A MINIMUM IET •f I VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FAC ILRES.2 a� I wP✓ MINIMUM SKIN TO SKIN CLEARANCE ON 16'd LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FAC ILRIES NOTED AS / CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PRO%MITY OF MANS,APPURTENANCES,HYDRANTS,AND : r0""1p1SO'''Rsm x icy um"va asc.o.a n unm SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WWES o-supr CANNOT BE PIA GED OVER SERVICES OR HYDRANTS WITHOUT SCALE:120 SITE SPECIFIC REVIEW OF PLACEMENT. oR,R®n: Rm x:x�se 2.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 3C MED 8 RO Y✓ ' DIRECTIONAL BORE APPROX V 7387 TO PUCE 1-7 HDPE. w. V OSP.SPANPATH:: N —•r•.—. --_.an�—y PUCE 488CT FOC V 5, Q / FR:BUR:: Y $ wRrRR•..• l i+pp R/ z ..e_..�... .�....... F _. i 9. �..- ° TIL_DARTMOU TII z C PORTLAND NED — 1 Y H _ _--6 ---- s -----T ---- I ---- O ARD FDR: —' * -----6 -----' ---- s --- ' -----' ------ --®--- ------ tl O s a —_- ---_n__--_m— _—®---__ EW OAK ST K MCI LL -----a---__Fo _—_3Ta-----"'-----r'—_ O --_�_• _----w -----w --_—_• -----• -----w -----w —64 --w ----- ----- ---_-- MgmS IS — . • r -----w _—_--w ----- ACCESS TRANSMISSION SERVICES CORP tl w r _w —• r • r —w —• _ _ w FM FW TILSON 4... 16 CONTRACTOR NOTES: 1,CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR a TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURBDOREA HAVINGAUTHOR".ROA IC SI RESTORE ALL AFFECTED REM O/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION- 3- ONSTRUCTION.3.PUCE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION / OF 18-WHEN CROSSING SEWER FACILITIES. 5.PUCE INSTALLATIONS WITH A MNMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN j THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM I S' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITES.T MINN UM SKIN TO SKIN CLEARANCE ON I6"8 LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS { CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5- HORIZONTAL HORIZONTAL SKN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCT14G WITHIN THE PROXMTIY sous w•v Amo.RRm „i.`re Rcww uoa n•s OF MAINS.APPURTENANCES.HYDRANTS.AND rRv®wu®,n r,u..i waLmc®•. SERVICES/METERS•AND PLACING WIRE ANCHORS.GUY WIRES SCALE L20 CANNOT BE PLACED OVER SERVICES OR HYDRANTS WRHOU7 SITE SPECIFIC REVIEW OF PLACEMENT. XAe FxuarR1. Fv 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OEMMED 9 0 IiF � Y O • . I m DIRECTIONAL ENME APPROX (K rmP AMrr�. F j 1389'TO PLACE 1-2-HDPE. ® • '•^�• IN I OSP:6PANPATH:: •"•'• IN = PLACEFOC FIB:BUR:: S TIL—DARTMOUTH _V 13+ — ------- taHoo s 15+00B 4 i Z PORTLAND NED 6 __ .. 4 4• PREPARED FOOL 7 Z I MCI2 F Z MCImefro O — --s ------ s -32•----F --_--s — CO ----m—__--m---_—I�m-----m—_ — m ---s —_—_-- OR ...ACCESS TRANSMISSION O a1 _ __—s _—_—_s ---__ SERVICES CORP ——__—b--_-- LL �J, r --_--• • T y --- —• -- — — {w OAK ST4� m ---L—_---�—_— LL o.r __--_m----.7 --_—• -----r __ ----- -6J-. -----' -----` - TIL 5 0 N I rrru CONTRACTOR NOTES: '-- — --- -- --- --Ad - 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UPRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE 2. JURISDICTION HAVINGAUTHORITY.ROA ITV. I F 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY F SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACETRACER WRETHROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IB'WHEN CROSSING SEWER FACILITIES. S.PUCE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5FROM SEWER FACILITIES. 6.ALL PROPOSED CONWITS,FOR ALL UTNTY CROSSINGS IN i THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IS- VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES,7 MINIMUM SKIN TO SKIN CLEARANCE ON 16-E LARGER PIPES A WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS t 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 m.".rs,"u"ryc",.�uiw ws�mjp1a m SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES °•a`•'a'L"�'m"°'m mcuur CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. r 1 17'ry wr • 7.ALL CONDURSHALL BE PLACED AT A MINIMUM DEPTH OF 36" oRMED 10 U . a •ENETEE — ® I �. NEE aNNE -- z a —a o IE^ FWWW eioew.0 o' 16 ' __.-" •III..., GJY __�,,.A.._. ®tBf .•.wem.r"".s-AN�pw�._'.-u"0'�® r...s_•e. e .w Maa • 7IRFABORE APPROX OHE 1-YDP .H: C w 44 TIL—DARTMOUTH 1 +00I 7z a .....'. _ 18+00z PORTLAND NED1 4' O5. FO PREPAREDMCI FpE �N Z I 2 I.- �m_____�_____s__ I_____�____ s__ z MClmeTro Ir I _ m____—�J 2 C __ — s ____mss ___(�-_s r____s _____s _____S _____S ___—_s_—___s __40--- 26 O ACCESS TRANSMISSION V 4Y I sw s j-- _ s ___ _ _ SERVICES CORP 0 _�_—___ _____� I sn o �.• O w _--___. _ ___- _ LL LL __- -- ___—_• -----• _---• -----" ---- - --- -- --pTIL 5 0 N •e-..rAe. 1ID0]NEYpaN Wryr Mi1Nry6 N�tlntl,OR 9l]30 '. 10114T.(Yln iY• CONTRACTOR NOTES: 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT ACO RTRLIG110N AS REQUIRED BY THE ! 2.RE TORE N HAVINGED R ORITY. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. _ 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IV WHEN CROSSING SEWER 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 RM'OF WATER FACILITIES,MUST MAINTAIN A MINIMUM IB" VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.T MINIMUM SKIN TO SKIN CLEARANCE ON 16-S URGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXMITY OF MAINS.APPURTENANCES.HYDRANTS,AND o --Na.•.W m.p.noea.usm rwevwE m r°•p� i�e"mar SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SCALE:I:2D SITE SPECIFIC REVIEW OF PLACEMENT, oxen®ev. s�sn NUAYH eE� T.ALL CONDUIT SHALL BE PLACED AT A MINIMUM OEM OF 36- MED I 1 0 a ® ; := I R N\ 1 = T. ro■w wrwu a..�.. I u TIL—DARTMOUTH 4'X4'BORE PTT W `� __� C PORTLAND NED y DIRECTIONAL BORE APPROX /.r / /� 1 f PREPARE)FOR: Y 138V TO PLACE 1-2'HDPE. S OSP:SPANPATH:: 47(4 (REMOVE Y / +/ /� co PLACE 2B&CT FOC , / s/ Ye'�' Z �`' W lFIB:BUR:' 'BORE PIT(RE MOVE ♦ N AND REPLACE ASPHALT) /// \� / y /, 3• z MClmeff0 Q 19+QQ y sa // /%�" / ACCESS TRANSMISSION -- , u -- SERVICES CORP 4-// — j 24. _ SW OAK� _ __,� i_,,/' + 5 �, 2Y; / �, TIL 5 0 N U -5 I _____ _ 5 —5 __ 9 —S _ I /' MfNplwp,NMn6 O � / .oNa,l.Q91ET LL / In Nonl hwm WIY7I1.in, fOC fCt e t � "on CONTRACTOR NOTES: — --_._ xM / ,7U'BDIRE PIT I.CONTRACTOR TO LOCATE AN D EX POSE ALL UTILITIES PRIOR -----r -----r ---_—r __ K]r— / r r ___M TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE ___ T JURISDICTION HAVINGAUTHORITY.ROA IIY. 2.RESTORE ALL AFFECTED REMOVED D PAM AND ANY SIGNAGE DAMAGED ERWIR ORREMOVEDDURING CONSTRUCTION. 3.PUCE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF IB'WHEN CROSSING SEWER FACILITES. 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.MUST MAINTAIN A MINIMUM IV' VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2 MINIMUM SKIN TO SKIN CLEARANCE ON I V&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS S CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROKMITY OF MAINS.APPURTENANCES,HYDRANTS,AND SERVICES/METERS.ANDWIRE ANCHORS.GUY WIRES �.vem,r Na,m m r.ror,n wwa. CANNOT BE PLACED OVER ER SER SERVICES OR HYDRANTS WRHOUT SCALE:1:20 7.ALL ECIFICCONDUIT IT SHA LB PLACEMENT. ].AIICONDUR SHALL BEPUCED ATA MINIMUM DEPTH OF 36' MED X12 PO a f� I \�b, gym........x.. a F F 60' SW OAK S'I 35' \� 1 R Y �• � .w pj A • V ..�......n. ter. --- —• -----• -----• -----• -----• — _— I p W • — ® V S N -----• ----w I I � TIL—DARTMOUTH d 3' W 3 oe.t- j--w —__--• - p 4. --vx p _._ + ----w _ a Z __ca—]—per - 1 ZO PORT NED F 3TC Y • • 3 • — —_—• -- • + ` Z3+W • Z. F ,[PARED FIR:LA -T -- ----r CI --- MZ 4"A4'BORE PIT — Z rX4'BORE PR / ��` _..� \ / r MClmetro DIRECTIONAL BORE APPROX Z p 7Nff TO PLACE 7-2'HDPE. �`m\ I O ACCESS TRANSMISSION V / OSP:SPANPATHr Y SERVICES CORP C PLACE 288CT FOG �,b I I ofo 's° ^�• _+m'^' O FIB:BUR:: um-7---m—___ i TILSON CONTRACTOR NOTES: '" ; I I OI V V V■ 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE a 1 • dp JURISDICTION HAVING AUTHORITY. I I 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. I A.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION I I I OF 18'WHEN CROSSING SEWER FACILITES. a w 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF 5'FROM SEWER FACILITIES. I b.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS N THE R/W OF WATER FACEIFIES.MUST MAINTAIN A MINIMUM 18' 1 I �- VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACIUMES.2 MINIMUM SKIN TO SKIN CLEARANCE ON 16'A LARGER PIPES N WHERE CROTUNG HYDRANTS INCLUDING FACILITIES NOTED AS R CRITICAL INFRASTRUCTURE IN THE RENEW AND A MINIMUM S' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACRAIES AND CONSTRUCTING W THIN THE PROX"ITY OF MAINS,APPURTENANCES,HYDRANTS,AND n A v�An•r s w rw...rvea..uun pt,.0<s uau+t pt.cnu...vx� SERVI reSma mm m av ns emn.� CANNESYMEIERS.OT AND PLACING WIRER HYDRANTS WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHWT SCALE:1:20 SITE SPECIFIC REVIEW OF PLACEMENT. ...": srff.opta 7,ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' MED 13 0 O ¢ O .Y. R .....Y z a z ^.° R u D F U rn.w u 2 is RM V 2_ ';7- Y�w N = F ,..........x. . b BO' 22' 811 OAK 8T TIL—DARTMOUTH Nb -----• — ---w ------ ------ ------ --- PORTLAND NED Z 24+00 -2 « r« FW PREPARED FOR: _I Q T z • __ Z -• ---- -, __ ____ MCI w _• M MCIrnetro O �� TO PFR PERMITTED INSTALL HANDHOLE - "M ---+M— ACCESS TRANS II—Jl' V SEPARATELY WITH STA:24-10,HIM -.M-- SERVICES C(, G WASHINGTON COUNTY LONG:-122.70021 LAT:16.///30 fL 4 DIRECTIONAL SORE APPROX SIZE:30xKBWS13W a 13OW TO PLACE 7-T HDPE. SLACK:0W OSP:SPANPATHe LOOP:SIACK: PLACE 200CT FOC SPLICE:N/A FIB:BIIit:' 17(1'BORE PIT REQUIRED TIL 5 0 N vam xe n...naw.r.a,ueys brW�J, 9J}3] I Eom WRrYVV�awn q Asson CONTRACTOR NOTES: I.CONTRACTOR TO LOCATE AND EXPOSE ALL RUnUrrIESEQUIRED PRIOR TOISO TI COMMENCEMENT OF AUTHORITY. AS REOVIRED BYTHE 2.RESTOR A HAVINGEDROAD/. ' 2.RESTORE ALL AFFECTED ROAD/CURB PAM AND ANY I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PLACE TRACER WIRE THROUGHOUT. 1.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF I W 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 �'K••---- _ ___ _ ____ THE R/W Of WATER FACILITIES.MUST MAINTAIN A MINIMUM l4 VERTICAL SKIN 70 SKIN CLEARANCE FROM WATER FACILITIES.7 MINIMUM SKIN TO SKIN CLEARANCE ON le L URGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACIUMES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINMUM 5' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILRIES AND CONSTRUCTING WITHIN THE PROKMITY 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. •mwwz MfD11 0 2.ALL CONDUIT SHALL BE PLACED ATA MINIMUM DEPTH OF 3C ' R CONDUIT ENTRY DETAILS ��. ....... .......... .. TYPICAL DEMIL*A' SECTION"B" TYP.SCHD 80 HDPE INNER DUCT BOX JIS- CE CA IND MFRR RNNxw" ...�rurr NEW I.25'ID.VFRIFO IN - 4O ACEB1 CAC. \fucB�2fACN SDFI TIL-DARTMOUTH CARIE BEIANet CABLE WA.. PORTLAND NED INNER DUCT BRANCH I(iEPAR FYNi� M1S /R —ITFER qRN:r1dEIEOLJ 2'15' .j1.J¢' mm, MCI 4" MCImeteTNro NEW 1.35'I.D.rUl1£D IN— ACCESS TRANSMMSION SERVICES CORP ryN� TYPICAL DETAIL'C TYPICAL DETAIL"D' HANDHOLE CONDUIT ENTRY TOP vmw PROFILE VIEW I . TILSD EM )< Wpi Nf/YperlWry,r1d76 ."ESIDE !)nlyi vl 5'V Fy 61MG GRAVE EwINnd M1)E3o WT IE55 eem NbNSN.wm T4jN 3' 1 ~. fVNMLf ORL O i s SOn1 HANDHOLE A MOIELI p coNVAcifD Na*cRwiEe Cv pPIOSF WN d 6 OR HM CPUNI®SLONF•�•I• ONWRIM.1 d8 GR mMD wHm CALM OIIOr64Tfl CMmm SNN] WLON rRNES. B ATTNEEMSM — A.—I r1 41cM L.m pu.®er >BLxI.— MEU IS O 3011 x 60"x 30" HANDHOLE DETAILS 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECT R_ .01NY MT W r'� __ ••••w KR 411310811 lEMCA1NR1 RIIR_1 WaFR —_ — NISI momdMILND P•TIEIM Pm1NRR COIQO•FRflC C9Ui•Q u C03101p R1IC 3EE OETAL B DM1RR; C�WtlIE1E AIRRRG6T 3Y NVf C01FR - 10W \ - ENS NAIKER II>n \ O .,�......, •�••••,.a........ NON-SNID SIIPFIfE S/ _. JJ B 60% ........ 6.......` m. .n C�%IER PARE > r-- �� -- FLUSH MOUNT COVER DETAIL °•• " "`"^' SEE OETAL A ♦J .•..o...--- ,t ® A I o 3/4 o A I Ip' 1 3/4• T 1l 6•�—r 12. S� TIL—DARTMOUTH LaclmaRx 31 1/Y - - �,,,, - - - C C , 3 1 7/6^ PORTLAND NED (23)SEE OE,AI 01.31 �• m PC o I sAP 12• 0 1 3/R' 1REP61RD FOR: 0 0 113H;E t/•'t 1/6• /r _ MCI Y%1'%1/P IN 1--- - � - -- . ,. 19/16' GKQE Sm IPIL a1PlRm121RSTRUT IDEMIER Y) �B �- MClmefro 0( 9lPoNI X11 ICQ EOR CRWND ROD LOCKDOWN DETAIL 1 3/`' 'r 3 1/4• ACCESS TRANSMISSION "> :-: SERVICES CORP 1/2' 1 1 63 3/6' 33 3/0• II Ww II r 1 3/1-11 �JIY II 1/2• L 314 I�I L16IuI ____ �- ___ II _ TIL 5 0 N I 1dI yI�1 I�1yTILII 41/2- IIII •....,.,.w....u.,a III FORW HUE 3"OIOIRC RW IIII I'I I�IIIt 1 3/Y .2 EACH E1 EW �11II 2' roiw,+.an nzn F-1 F• msn.mm w...ee wm I /�✓ I;II 11;11- 3 3/E P%1 Ij j COCKWIll-1 EACH so So' I1 / L IIII III s I � 11n oisso ■ hl T .,n' ,v ®®� N A 2 1/2' 29^ i Up19DE wru SECTION A-A 1 EAa DON UTS SECTION B—B OPEN 8•SE PO x CONCRETE DDACH/81E BlSE 1/A'—If 1 3/N• T 1/T J 2,n. SECTION C-C I.9mO•R Oy0 a YV M OOJ.p. 30' X 60" X 30" POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLYow."m „,�,,.,.a7. NONE PoLINER EONLCIE EOR PEDESTRIAN MEAS MED 16 O .. .p........... EQUIPMENT DETAILS 1'X 4' JOHNNY LOCK -- LIFT PIN (2X) BOLTDOWN(2X) _ NON-SKIDNON WO SURFACE EMS POLYMER JOHNNY LOCK COVECONCpETE BOLTDOWN (2X) SURFACE •....• 2 ARMORCAST ARMORCAST � ^ LOCO LOCO UFT PIN 91 ...o ..,,° 30 1/2- _ 171/2" ® EMS TIL_DARTIVOLITH PORTLAND NED POLYMER FLOATING NUT CONCRETE PREPARED FUR ,.�,m W/CLEAN OUT HOLE (2X) COVER (FIELD REPLACEABLE) FLOATING NUT MC' 19 1/4' LEAN OUT HOLE (2X) MCImelro 32 1/4' (FIELD REPLACEABLE) ACCESS TRANSMISSION \ 26 1/4r SERVICES CORP 36 1/B' a rw TIL50N 36" 13W[II[4pw1 WN,W[Lliµ6 24' LIFTING BOLT OPEN BASE 2 EACHWIALLLL OPEN BASE ISE: NOTE: BOX AND COVER ASSEMBLY MEET ? BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING ANSI/SCTE 77 TIER 15 LOADING M!S!O 9allaey SIr..1. rM.R29�"P "!„"G„IMasY Ol r..l. r � .1" M"��Y"°"e. c,[ •loos 17" X 30” X 24" POLYMER CONCRETE BOX ASSEMBLY eleoe 24" X 36" X 36" POLYMER CONCRETE BOX ASSEMBLY to°Ol et eez-leoo asa.. plq eez-seoo AU101106L PIE]AICISW[PU[Y ACAOAD64 FIKIM 15 OD1VN11 "i°w."",•c'aumui.'ua'"cna rORe.im v rvuvw P+m n as w mal .nm.v: sralww" reMCD 17 "'1 FIBER DISTRIBUTION TERMINAL DETAILS - = <. 3.63 K MOM su11E 6.13K m _..._. - ...�. Moan moan :_.«....4. TIL—DARTMOUTH PORTLAND NED .�, P�Puao Ewe MCI p _. p p o' MClmetro ACCESS TRANSMISSION 11.73 N 11.7311E SERVICES CORP 80.0 cm) ROA CMI TILSON 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT n n.v.°w v.n ry rr rm wm u..0.cwc..w6c4,a.I.m® IVIm.Y P10 A 44 M 0°YN{MI .N® SHP----- MED' 11 TAPER TYPES 6 FORMULAS YOrfS: 40iFS: 'a(Irzs: r TAPER I FORM" _ I,«rr vsn SIP'Gn b.•fIN IFe •.ur w••v ew• MWe •wa e.awus <reN [Iv. Inf1YIKYs!•ra+IM a•IW..wda.•..bb,eeapel•, n ...a�„t Wg4y llM Cbwnl 1' • H 1 ,#pw.n1y4u1hY swr,.aq.u,l•w•n. w.IN.bWr, _ w _ L{6MY 1'/t M iE1' • Lx iY••y,l.M .bm•h �• y/r ��h•N b.•4.0.•x.lf M.CYl le(YIYI IJI.M.•.CuM nr...,in a•ndN.Iw. s •wl..vL)h,n..v.f..x« Illaln • 41 Tm.uenf enr>.Ww 5 Mw ONwe 1.13.[167' uh,Aw,IM.r:IN.fmf. a a. :OM'v«d:ve...Wn'nY nnellM —' — a IYeU ttlt5a SO'-IOw Ua.N,v.vm.l..rrwiN:r.w•^^)M aexl-y.IM a,rwn,M pjNe ff Wff P•[[kY, e...,r.. ••• •PdnP 9, e•M[•e.m•v M erNrtH nM.KM3 b d.(.^.Gal.n[[ro[lfWe YtlGer, + ,y+• n 0<••wm•un R•IrnhaOenl VWM ISN OrBWM 1 p11Y1•f Yfswr•buf•OMnYa.ea we ne+[rnnvTr[wnnne•ra e” Yluflw wr *Yfe/,F(•nY•w,bn MH.0 fp•eGbv4(1 •Snrl WwY ler,.fSl•d, f TEMPORARY BARRIER FLARE RATE TABLE �.w.......e IpY 4V *SKM(Mph) MINIMUM FLARE RATE ® .u..Yn•f.,• ragYrF,4.•P.el. UM•3u4n In 3_I .•rw U3nIbY rw.wr s.ur. 3:' •"ffy"'r'°v'm I rwy.n.fn l4umf a < ueiiVw ...ws...n.n N 4M• o 16.1 -`• T TIL-DARTMOUTH nn — -------- --- '0 M .I PORTLAND NED 70 • PORTABLE CHANGEABLE MESSAGE FLAGGER STATION EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION ' MINIMUM LENGTHS TABLE MC' 'L'VALUE FOR TAKRS fN AM_ efwesu YorEs)a•,S1Q pUw1NL1: *Igfal.m•..w. r„ .M.. BUFFER TIN 7Nr•.r►.11(O..m. MClmefi'o w to w.l ww:•I w-1 Js..�Mtlf.Ia rw•«Npr.py.•..nn-L.•a..M.-a . spn.Jne wM.r.eIR[c•ala 0•rl(N nca, tN><0 swgnf'•:I. as os '2s 1•s Ib S •+G-w+•^.u•».•a.a.GwGW Im ln.alr:n..l .I,n..,,..nm nh4-..•....I.e.h.a. Iwrw..rwr.l. ACCESS TRANSMISSION ,e...p.No N h•(n w reY.. ISO Ito 0 HO Im WSERVI.CEICORP tS 3 2t5 3 `)S • Ym.N,a«bn la lwwI wilt b..'.'.rN,ank.r.•Ix.r•. R+( .w+kl<�a 0•t0•vNNYI npSp Mu laeL • ! 330 3)S 4W- 150 fY4M E••rl[•e,.wM l'Nlll . 'k."W ..o nI W+Y 630 Itoso 60 210iso 0 )M I O Ir,Plw •Xen•.e•n,uM•ga abs•. • �fgnf xe<6MID 736 ass, 450 I'llo 12% .)0 )00 MO 1 Y ,to lMbn ry(<wnn . r+keegx.rNl-ve,Ipnt h+<.w(.MhuGf,era. . Iltl MnGµ. .W.,nIn ,I.aww..eN b+rrMrfN^w �Ia.WIM,r aM. L50N eWEI-3 aha epos nWuweG en F•nk•fkn maeNlf lvllna a(Ne'd whin[aal•W w•6I 1000 1q•w.a1000 )05 M IGfV 1 1000 3bt QE0e+a(I-.,1w fuemma InWpr<Nnaym •01wSun,Awuef wxnw• 1Q.ufa'L'wlu•Mw.lO, f00f f© • Cero1-eN•Mn64vl,ae(amd.rtla-•ewa•r tank NrY.el rw exn r�P4 y[Mq. •iw Ml,IiSa.Mat[N3:t•-wS.11.<Nf Rl1�'.L rSsM;MI l'=[J(ul•(e l'uMN Cwt1-M -- n.n. y,.rGw-N'M• S 6Fn1 Mal-Kufw ' '® • CeM•(aano•nMGNOw9.Nm.Iwfi061MN1. ��SSG) :brlam •t.le J TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE 0.... $ltn Sp Bc"RO Mu.Ch•nnellfFq Sir 5)'tED lmwYl O .Serle UO A 6 C 9 M,.P Mv. i.: U..u.•W.....n....W..J 1u r:........M. 30-10 100 100 100 70 -- �— ��— �. •_-- _.... n n.•.a.a'�•wmnm ' 1 I 1 .. •• :. -'•'. TIJ<J<A[<OPn"M UJ<0/Mfl 3S-•o 3So 3So 350 70 OREGON STANDARD DRAWINGS •S-SS S00 $00 S00 •0 IgneQMa[Corld rr[<Tflr m-70 700 700 100 40 Il-rttlRl I IFNIt+�I prruCidy•ccepl<e<nydreer TABLES.ABRUBT ILS AND P...w.y 1000 ISM 2640 [0 kr. I 1(r. I kwl. _ I ^Iv n«^[iphJ nrdpum[<J. PCMS DETAILS ( -T�"'TTT`�� '__111 rs Che Joh mpomforllty o/ 0n 110•h Mr u.eraMChoulQ oar b< )0}1 Cb :�u•M;;e•ry1GM(Nvn+ORfryOM re•hrwa•nla+.w J<o..wfl. uJ[O wfhoul[onfuR•np< IIrWI fpMnq ffu„�•+••f�30Yo� •a�ndw•Iw Yl,pwe.. awJM.re/reh.sbm,l rn TYPICAL ABRUPT EDGE DELINEATION E%activa Da1at D"aMaar 1,2020-May 31,2021 TMBOO ni.`:a's'A u�wean1Oo:n�,rsn rem«mm N«a Ira we•rPI he.m®Ir slfn xu.Yfa MED 9 0 Y.K.re —MnY • ��.� un"Rr — rrp • 5 � A 1 —.— L TIL—DARTMOUTH itI I E :ia 2-Lane.i t r I I p I PORTLAND LAND N ED Iti PREPAR w.r 21AELWAr MCI SHOULDER RIM LANE CLOSURE IttMCImetroII I ACCESS TRANSMISSION �/�,;`�l -I T I I 2Lne. 2-Way a-Lane.2a Way SERVICES CORP «�l` ^, HAO- I r' ONE LANE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE .YYp ! 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I "' • w.. .n.yanr»J...FwN wrtwan..er.KUYn.,a.[......F.r»IY..n Y+r y.D �E•�+ I..I.I r�• Vmw^+Y Mrw t t: _Irr {;:,r0 • Nn.r.WMII, YP -- F.+«..r..lwrde.n2en...yF:ynD LnemR,Fmw uex•. Koff v -...,...a F.......... I i I: I aero.nue D.r Ke. yuo, wrl rnr sNe rbn ane ure ornnr I �= ' • I • • Raa. OREGON STANDARD DRAWINGS SrrrMxd D/Jwrrq whdCde- 1 1 `�lee�• 1 I 2v'T .r Yu.w. ICD Be. I rr ed in xrddJnn•mth Kola` I t 1 C I • s.. .Y.a vrn N >rn•Tr INTERSECTION WORN ZONE DETAILS II uu xs ntml xreprcd en +..n.r.0 n+. bM�rYLS�Y I _F� . wvn+onFF qn.lY ( I I I TY+rq R+m....n.•MS rn9 Pnn[p/et•M a.turer, -{ -+w+r.K e».YY.I•. 1 � Imm�p.,a<wF.Jmw .... L y4c.lemmrar bn�IWen -1 >I"•f•^Ie.S I _ rf me,ok rcr4or hof De lee!-J,in Mn �+n An[tbn kteMtla In < • F.KD bxinK T.Y.an rhe ure.Jn0 tnowdWd nul De 4 Irr,.,J•r•r dMtN I I'I wlxM uw Y • I I {: IYRCn/..r m.. +¢l l n fbp.n e,al tttea. '•r.lry ured w/hwQ rurtrulhry. 4-ane.2-Wp 4-law.24 fay O•ma+rurrK Rrorrlcr/d Ro/nfwnN En RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SNE ®uKor+caasT+urno. °""• -- efRctive Dater December 1,2020•May 31.2021 TM!"i _ YY®YIK Dwn.YYrrm ms ozwq"[.'n ruro n: s MED X20 0 /L=J PF —19 V09,KIA a TIL-DARTMOUTH PORTLAND NEC) Wthln Road�ay WEPARD FM. SIDEWALK DIVERSION R 1=1 MCI M. W�k MCImetro ACCESS TRANSMISSION SERVICES CORP •ull 1,.l.m—W.., 11.1, 4. T I L S O N SMEWALK CLMRE 4040 SIDEWALK CLOSURE,CORNER fft, F '-Im- OREGON STANDARD DRAWINGS q."d,d� J,�cd �th • �N TCD nm TEMPORARY PEDESTRIAN -4,j. ACCESSIBLE ROUTES ift 2021 &ldltl�al RIgM of Wav WS20 a lut2l. SIDEWALK DIVERSION Tms" NT W KW pFC� A,pxvn a«r2. E, MEO Date:DWI V2022 Author:Mary Graham Project:TIL DARTMOUTH TIGARD A-SW Oak St♦SW HN BIW N DWG d::25047-0001 Cormaetor In Work Zona:Tilsen Sols:Not to Scale To CommaMs: Temporary Traffic Control to meet MUTCD 2009 and The City of Tgard rules and ragraadom. AN devices W ca NCHRP350 approved. FNELD 8ERVICEE Ato Z Fiekf Services,6365 Broadway.Darner,CO 60216 03 16-4702 FX'111-324-2578 m il:d" atoble s hest S ize=11x17 OM lam road aAl switch sldN of IM rand for paneling. AN No Ptrin w lobe plead M burs baton work 0 W MG g \_ 100 1g0 '��iN 100'♦ < SW Oak St e kI100, ♦ SW Oak St 100' 100 } l Nap El Pod ab la to be placed at the nYrpt=11900llc 100' Pod XIn Is to be Placed 50 k L 100 It at the arrest crossealk F4 p 3 ce awo rroix Dale:0315/2022 Audlor:Memo Graham PmJeet:TIL DARIMOUIH TIGARD A-SW Oak SI A SW Hall Blvd N DWG a::25067-0002 Contmoter In Work iene:TNson SeaN:Not to se.N Tp Comments: Temporary Traffic Control to meet MUTCD 2009 and The City o1 Tigard rules and reg Jstions. N devkes to be NCHRP350 approved. A19ELD SERVICES A to Z Field Services.6385 Bmad ray.Denver.CO 80216 PH(3031416-0702 1-877-324-2578 Emall:dkirk at.fleldsvcs.com heet8ae an 17x17 AN No Parka amb be placed 24 Mum before work 440 ftIff — e 2 m MG 11'J 6 Kaes nFIJV6 1oD• SW Oak St SW Oak St SW Oak St 100• w m •c a m 100' Q L waPx m Fha N Daft:03/15!2022 AaMor:Marco Graham Project:TIL DARTMOUTH TIGARDA•SW Oak Sl6 SW Hao Blvd N DWG ft 25047-0003 Contractor In Work Zone:Tilson Scale:Not to Seek TO Cartenenls: Temporary Traffic Control k meet MUTCD 2009 and The City of Tigard rales and regokeons. AAN davk:es to 1>e NCHRP350 appmved. FIELA 8EFNICEB Ato Z Field Services,6385 Broadway,Denver,CO 80216 PH 16-47 Email ck10k@atozfteIdftygft com eetSize=11x17 °v 100• J0 P O CO r—d011 425 R 100 Ped xft k epee plead ''.. tl M nr tett<roeaalk ' o °S� a e 1111 R 1ta� o E'�aa 100'�y SW Oak Sl i SW Oak St 11 SW Oak Sl I?>.11 0 �eDD 0 z a Petl xb b to be placed at dna nanat aosalW lk i 6 r 0 m N SW Oak Wy 100' { 100' All No Parlor are to be placed 100 M flours before Work 00 �r 50 It h�9 100 It �� 1 One lane road Will SW1tCh eWa / or the road for potholing. Y�Fa d or vm�cwro • wr.vm 100 00' SW Oak Sl SW Oak St ■n �90 O s a heetSize=71x17 Data:03115/2022 Author:Marco Graham Project:TIL OARTMOUTH TIGARD A-SW Oak St&SW Hall Blvd N DWD al 25047-0004 Contractor In Work Zona:Tilson Seale:Not to Sale TD Comments: Temporary Traffic Control to meet MUTCD 2009 and The City of Tigard Holes and regulations. All tlevices W be NCHRP350 approved. FIELD SERVICES At,Z Field Services,6385 Broadway,Dower,CO 80216 PH 303 16-4702 FX:"77.M4-2576 Emii:dkirk atoz8eldsvice... i SW Oak Wy YdX MWM OYOY y1Ile SW Elem Ln 6 100' 100' CA 610 e M wo w ;W "Me nems visme $ 1111 SW Oak St y�Y heetSize=11x77 Date;0311512022 Author.Marco Graham Proos TIL DARTMOUTH TIGARD A-SW Oak St d SW Mal Blvd N DWG N::25097-0005 Contractor In Work Zone:TBson Scale:Not to Seale TY dnmeMf: Temporary Traffic Control to most MUTCD 2009 and The City o1 Tigard rules and regulations. AA8 devicas to be NCHRP350 approved, PaL SIRYK:l6 A to Z Field Servims.6385 Broadway.Denver.CO 80216 16-0702 FX:1-877-324-2578 Email:tlklrk tzftldsvcs.com SW Ma pleloaf St g�9 100' SW Oak Wy SW Oak Wy Z100. Ja P oar .a 10 Il100 fA r S D 10ID' n All No Panty an in be placed �rows wren wont SW Elam Ln one Ian*rad sat switch slaw 0f iw rad for"cling- oawlo xnAam r o � I 70 it - t i 93. �m 1 100• aµSIL o 5w Oak Sir f 100' heetSize= 11x17 Date:03!15!2022 Author.Mary Graham Profact:TIL DARTMOUTH TIGARD A-SW Oak St E SW Hall Blvd N DM a::25047-0008 Contractor in Work Zone:Tllson Seale:Not to Scab i0 Comma ft: Temporary Traffic Control to meet MUTCD 2009 and The City of Tigard ease and reaunfions. AX devices n be NCHRP350 approved. FllLD SlRVICE>! A to Z Field Servldes,6385 Broadway,Denver,CO 80216 PH 3 16-4702 F%: atozfleldsvcs.c nn SW Rkpjaledst SIN Oak Wy SW Oak Wy n f m V S D e3dr m aeod v m 100' vada amd 100' AaNo Parks am be Dleoad a tl� 24 llpuw blow rYorlr. � + SW Elena Ln 100' t II II 4100 �a SW Oak St t _ C 275 fl ID Pea aneto be ,w IIIIII s new w r®t cromaeelk as SIL OAK Oak ZZ 100' heetStze=11x17 Dara:0311512022 Author:Marco Graham Project:TIL DARTMOUTH TIGARD A-SW Oak St 6 SW Hall Blvd N DWG i::25047-0007 Contractor In Work Zons:Tllson Seale:Not to Scab Tp Comments: Temporary Traffic Control to meet MUTCD 2009 and The Cly of Tigard rules and regulations. AAll devices to be NCHRP350 approved. FlLD BERNf.EY Ato Z Field Services,6385 Broadway,Denver,CO W216 PH(303)4164702 FX;"77-324-2570 Email:dkirk atozlieklsves.eom SW Mapleleaf Sl SW Oak Wy SW Oak Wy n I aaonl e too' `L Mr Mr raav •aorn aroa 100' All No Parks ars toa placed 21 hours bdors work corn 100• aeon 100' 100 fl \ •� SW Elena Ln It i 100 100' 111 100' '+ SW Oak St �50fl f • One hoer®dwillswkchsides = 00, of the rcetl for polholln9. W d n aced SW Oak St 100' a 1f101 100' cog `�� hell iIze= 11x17 Date:03/15/2022 Author:Mar.Graham proJaet:TIL DARTMOUTH TIGARD A-SW Oak St&SW Hap Blvd N DING ak:25047-0008 ContraMor In Work Zone:TNson SUN:Not to Scab TD Comnronts: Temporary Traffic Control to most MUTCD 2009 and The City of Tigard rules and regulations. All devices to be NCHRP350 approved. FIELD SERVICES At.Z Field Services,6385 Broadway,Denver,CO 80216 PH 393 16-0]02 FX:1-8Ty-324-25]8 Email:tlki alozfieldsvcs.com SW Nbpleleaf st m m J S D SW Oak Wy V3M Q OVOY 100, V3Htl 2- 100' 100' x. 1ya8 ags oB 100 100• wort SW Oak St o'' 111111 6 �s N ws� 5.11 Oa 235 R—� a 1100 100 �• # 100 gg� uro % 65 WOnK heetSize to 11x17 Date:03115M2022 Author:Marco Graham Project:TIL DARTMOUTH TIGARD A-SW Oak St 8 SW Hog BIW N DWO a::25017-0009 Contractor In Work Zone:Taean Scab:Not to Scab TO Comments: Temporary Tragic Control to most MUTCD 2009 and The City of Tigard rules and regulations. AS devices to be NCHRP350 approved. FIELD SERWOES A to Z Field services,6385 Broadway,Denver,CO 80216 P 1-877-324-2578 Email.dk.rkjgalozbeldsvcs.com D I I SW Ma pleleaf St J S n I S N a NYOM n OYOY 100' 100' 111111 A SW Oak St 10D' F d3�ll 100 fl elOEwALx � OLOe® j GIR 00' Ped xfu IS 10 be pNgd A the nearest crosstalk soxo s wa8x heetSize as 11x17 Date:03/15/2022 Author.Mercy Graham Protect:TIL DARTMOUTH TIGARD A•SW Oak St&SW Hall Blvd NA,F DWG ft 25047-0010 Curl ractor in Work Zona:Tilson saw:Not to Sale Cemmsrrts: Temporary Traffic Control tc meal MUTCD 2009 and The City of Tigard rules and regulations. All devicas 10 be NCHRP350 approved. A Z Field Servkee,6385 Broadway,Denver,CO 80216 PHf3O3AI64702 FX:1877-324-2578 Email_dkl1,0t.lfigidavm.com Y 0 m N m C a .�N ewe 8 e= I�-gam' :e s III SW II Illyd 8 1111 ro H H 8 m wwu LL �won� pNN N 6 3 N SW 67M Ave heetSae=11x17 Dab:03116=22 Au#mw,-Meng Graham RofseC TIL DARTMOUTH TIGARD A-SW Oak St&SW Hes Bled DWD l::280474)011 Contactor In Work Zeno:TBwn Seale:Not to Scale Z. Te CoarmMs: Tsmpoary Traffic Control to meet MUTCD 2009 and The City of Tigard mles am regulations. Al devices b be NCHRP350 approved. FIELD SERVICES At.2 Field Services,6385 Broadway,Denver.CO 80216 PH 303 184702 FX:1-877-324-2578 Emall:tlklrk tozfreltlsvcs.com 0 N N a z N 9 WqM arca p a a8 � se Y X ' ` SW HIM11 @hLd _ ^,ZW Hall BlvtlAO - N 8 6 R E ANFA� 4J N SW 87th Ave @@t$IZ@='I'I X'I7 Deb:03HSI2022 ANhor:Marco Grebam ProJeU:TIL DARTMOUTH TIGARD A-SW Oak St d SW Hal Blvd DWG R::25007-0012 Contractor In Wotl[Zone:Ttlwn Seale:NU b Snab Z TY Com Tempoorarytary Traffic Control to meet uved. 2009 and The City of Tigan!MISS end regulations. AN deviwa lc be NCHRP350 approved. FIELD SERWCE9 A Z Field Services,6365 Broadway,Denver,CO 80216 PH(303)416-4702 FX:1.877-324-2570 Email:tlkirk alozfieltlsvas.com SW Map leleaf St m J S D R SW Oak Wy fir' a y3M d p NtlOM awv 100' �r vawv arca 100' OtlOtl 100' 100' ],,� r 3 id l L r: � ♦ 100'e• 1 100' SIN Oak St I� ♦ SW Oak St p 100' ` T ;�$ g Fao,routokapraa �V OaKgt �$ 100 R — ' S0 ft-� n Ina nwrot laosoxalk 5.11 0. 100' IiDAD YIg01( S a i 100, z w heetSize =11x17 Data:03/15/2022 Autner:Marco Grehem ProJact:TIL DARTMOIlfH T16ARD A-SW Oak SI a SW Ma!BNtl N DWG 0::25047-0013 Contractor In Work gena:Talon 9eaM:Not to Scale To Comments: FIlLD ElRVICCE Ato ZvFieM ServkeaHR 85 B approved. ewag DD 2009aOn eT2eB Iry of Tigard mlae and regule0ons.