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PFI2022-00095 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT • COMMUNITY DEVELOPMENT Permit#: PF12022-00095 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 04/18/2022Parcel: SEG3439 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Verizon Dartmouth Tigard C Project Description: Installing fiber optic cable via directional bore. SEG 3439 Class of Work: FEES Type 1 -Utilities (gas, electric, data) Description Date Amount PFI Permit Fee 04/14/2022 $1,330.00 Total $1,330.00 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 PF12022-00095 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 corners, 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#: 2022-00095 ENGINEERING DEPARTMENT Public Facilities Impro`Tement (PFI) Permit PROJECT INFORMATION TIL DARTMOUTH TIGARD C 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 tap ❑ TYPE 3—Full Scale Development Work Beginning at the intersection of SW 76th Ave and SW Spruce St performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Streetwidening Name: MCI Metro Access Transmission Services Corp • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 2250 NWAloelek Dr water service area City/State: Hillsboro, OR Zip: 97124 ❑ TYPE 4—Small Cell Technology ❑ TYPE 5—Tigard Triangle Phone: 971-235-0884 Email: robert.newbre@yeriZon.com Phone: NOTE: Type 1 and 2 applications may be emailed to rowpermits�&,,ti{lard-or.eov. Contact name: Robert Newbre Phone: 971-235-0884 Email: rnhart nPwhrPQveriznn nom CONTRACTOR INFORMATION ❑ Same as applicant Name: Tilson Tech CCB Number: 212930 Mailing address: 12801 NE Airport Way, Building 6 City/State: Portland, OR Zip: 97320 Phone: 971-235-0884 Email: iherbert@tilsontech.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of workis required(if over$5,000):$ z g' 0, d (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 9 wxvwtigard-or.gov 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as "Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I, the applicant,certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Robert Newbre 3/15/22 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONI-Y �� 35y od Received b : SPV Date: 3/15/2022 Case No: PF12022-00095 Permit fee: y Approved by: ^nw l.-� Date: M3 Notified by: Date: ,�y City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 www.tigard-or.guv • 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 Part2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY • ' STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3: DETAILED SUBMITTAL REQUIREMENTS CHECKLIST 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 Subminals (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 • www.fig-Ard-or.gov • 503-718-2421 • Page 3 of 4 Edge of Pavement I 4— Ditch ---- n Sireetlight I R. Dmm D , I I I 'o o —1T�oposdnil I Existing House riI Existing SeT I1 7� I _r Driveway 'r 1 W I ui " I 1 u Existing Shop i Powe pole I I I k 1 e- --—-—-—-7ro1pTV -------'Froper Line--- •------ I � I Fire Hyd ra ni(F H) I i I Scale 1"=30' I I I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not I I I I I � I . rr 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 Cityof Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.6gard-ocgov • 503-718-2421 0 Page 4 of 4 MCI MCImetro ACCESS TRANSMISSION SERVICES, CORP CONTACTS OUTSIDE PLANT CONSTRUCTION MCI METRO PROJECT ENGINEER ERT NEWBRE PHONE:RSBERT092FIBER OPTIC CABLE ROUTE EMAIL:ROBEflT.NEWB6.NEWBRE@VERIZON.COM PROJECT MANAGER:ANDREW BEISLEY PHONE:(502)628-9011 EMAIL:ANDREW.BEISLEY@VERIZON.COM ENGINEERING AND PERMITTING PDX VERIZON PROJECT PROJECT ENGINEER:ROBBIE GASTINEAU PHONE:)913)748-2552 EMAIL'.RGASTINEAU @OLSSON.COM PERMIT COORDINATOR:MAGGIE BRANNAM E W O : 2112 C B C PHONE:(614)625-4468 EMAIL:MBRANNAM@OLSSON.CDM Utility Reference Number : TIL_DARTMOUTH_TIGARD_C County: Washington City: Tigard, Oregon 811 DESIGN LOCATETICKFT NUMBER(S): Site Name : Dartmouth 21365309 22025559 22033532 NOTE' S36T1S R1W ALLDRY U(ILITIES NOT ILLUSTRATEDHAVE PROVIDED AN ALL CLEAR OR HAVE BEEN A NO RESPONSE. Ll SITE NAME / ID: DARTMOUTH/ 1707BKXU.021 START PROJECT: 45.44398, -122.77428 END PROJECT: 45.43504, -122.75921MMU-M SHEET INDEX LOCATION MAP = = Sheet List Table swcq St ''SVY CIak SI sw 0rt'r :W u.tl sr 5heet Number 5heel Title I COVER r .xr MAN"DLE 2 SHFFf INDEX 8 LOCATION MAP T X1101 L ..... GENERAL NOTES = swove it SW NrPe SS F 3 $W P4Y$! .u.caw n.nsnou 4 BILL OF MATERIALS 5 A < TIL—DARTMOUTHi ` 3 § MTIL—DARTMOUTH5 PLAN SHELI 48 r 6 PUN SHEET 49 5 n PORTLAND NED )wsRluce a� r:mse rnspTTlce ft PREPARED PIAN SHFEi 50 6 PLAN SHEET 51 tl MCI 9 PLAN SHEET 52 S•w Tmw. S+ 5 mcimetro N ID PLAN SHEET 53 C ACCESS TRANSMISSION A SERVICES CORP E1 s ov II PLAN SHE54 SW Skytl St $M STM SI ! 12 PLAN SHEET 55 13 PLAN SHEET 56 Q e O '° PLAN SHEET SJ x - TIL 5 0 N a 15 PLAN SHEET } Q •' 12801 NE RNOw1 WaV.BUNtllnp6 16 iYPICAI DNAIIS 4 b 17 30x6DS30 HANDHOLE DETAILSETS inm recnred.cum rewm«n mm 18 EQUIPMENT DETAILS r + Lf F D�� 19 FIBER DISTRIBUTION TERMINAL DETAILS SW VFJ11Le S( SW PE'Rk.CI _ 20 TABLE ABRUPT EDGF B PCMS DETAILS 21 INTERSECTION WORK ZONE DETAILS 15 22 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE r 40 o-' S r� y, p SWCRnron$t MED". ... .._a. CONSTRUCTION / GENERAL NOTES IRB x,.B,xa.xm._ CONSTRUCTION NOTES GENERAL NOTES SUMMARY NOTES -)H A.-nBlr 1. ALL UEJTFRGROUM CON DUD/CABLE WEEK BE PLACED Aib'IYPICAI COVER IN LE INOPIED 1. ALL WORK SHALL BE COMPLETED IO ME STANDARDS SPECIx RY BY ME'REVISED AGENCY CHV, 1. CONDUITS WILL BE NO HIGHER MAN 6-FROM FLOOR, ex CL IS ON THE CONSTRUCTION DRAWINGS.DES ROADS SPALL HAVE COrvOUICABLE PLACED S, ME CCNTRACLOR SHALL PROWDEALL LABOR.MATERILS.i0OL5,E0U1PMEi1,TRANSPORTATION 2. CONDUITS WIIL BE E%IBID®NO HANg1IXBf-' xw RAEA- Al M'YN MUST DEPTH. 6 M LEN'M. eNo MIDPOWER TES)ON THEDRAINGS MOMSRY MR AS SPEODENTAL TOD TREBLE COMPLETION OF All WORK PS S, COMEWM WILL NOTBELMS MYFPoMMYWAUOMEHAWNOLEGRFMNHOLE A°' 2. ME NUBMA SURAL SUMM T ASB EN PERFORMED M ACCORDANCE 10 MORE FSRESLOPE AM INDICAME DE DRAWINGS wND/ORASNCIOMEDHE GEN M-UNTLIFIRE MNYOUR1)FEET PLACED gJMERFGUBEAEM 105HOREORSLOPEALL IXCgVA1MNI30RFATEi 3, M PMWTUNLMEDM EEIAHCAHDBYD EEIHEC.END ARRANGEMENT OFSTSRMS ANp A. CONTARTWILLIS WILL BSEALEDEMIAINFLE ERILIEDMMONSAND AND IX OTHER RE HOPLUG. = ' MANFOURIPIiHipEEP_ EGUpMENi UNLESS OM ERNISEINDICAIED BY IXMEN510NS CR DEIFIES.EVPCT RNRPMBIi 5. CONDVBS WILL BE SEATED pi@IIRANCEOF NANOXOLH AND ANY OMEIIgIFS MADE WILL BE ="- ' 3. MLSTATpNlN SBMME ASPLBTMFORMABON,THHt .WSOAEVAMNJCESI ULOBE LOCATIONS SHALL BEGOVYRNED BY ACNAI FELD COIDI110N1 PND/ORINSTRVOTIONS OF ME REPAIRED USING MORTAR. u- A'AAK% ex AIAK ANTICIPATED,gp1U5r AS HELLOED. FNGNffRANO/OR OWNERS R&RESENIp1NE. 6. WHERE GROUND ROD B CALLED WR R6 NOT 10 EIe IN HEIGHT AND WILL HAVE ACORN +W wnuxB A RAILROAD COMMUNICAMM AND S*MAl CABLES TO BE LOCATEDPWRTO CONSTRUCTION A, ME CONTRACTOR OPERATIONS SHALL BE CONFINED TO ARCS Of NEW CWSTRUCMN. ATTACHED. - PERMIT RAILROp010 BE GNEN IBHWRS NOTK:E PQpRiO CONSIRUCMIN OR AS QEpUIQ®BY 5. THE CONTRACTOR SHALL BE INSECRESE FOR REPAIR AND/IOP RBICRATgN OF ANY DAMAGE TO ]. LOBOLBWRLBEINSIALLED. unrFRALLINS PERMIT ME EXISTING ACCESS ROADWAY AND ANY ADJACENT RE AS A PRIME OFF HIS USE DURING S. ME CIXJTRACTCR SHALL HELD WORK ALL IX6TTED$MCTURM.COIDUR PATHWAY.CONDITIONS. CONSTRUCTION.ALL ENTERING AND DAMAGED AREAS SHALL BE REBORED TO THEIR MORAL B. FILM GRADE AROUND HM'MES WILL BE RETIRED,COMPACTED.AND IEVfl THEM HANDHOLES. BURREAT PUN DIMEJSONS,AND SHALL NWEDNIflY NOM TRUON COMTRUCMM MANAGER AND BOON CONDITION OR BETTER UPON COMPLETION OF ALL WOR. 9. HANDHOLES WILL BE CLEAN Of ALL MUST, _ AAA ENGMEEt OFpNT DBCR®ANCIB. 6. ME CONTRACTOR SMALL SVAOST ALL WASTE.LOSS AND WASH FROM SUE AND SEEMED OF IN A ID. TRACER WIRE WILL BE PULLED WHH TRADE SAFE AND ATTACHED TO WALL PER 5 NOTIFICATION. •�.���8 6. MECOMRACTCR SHALL MAKE N.Mf PROSEIONS IO PROTECTIXSING AFROYN1ENT5, LEGAL MANNER ON A DAILY BASE. Il, TAGS WILLBE IN11ALl®ON CABEMfVFRY NANDNOIFIMANXOIf AND HUED WICORRKRT ,u HAxxo PAWIC,CURBS,GALVANQED SURFACES,SEC.,AND USI COMPLETION OF WORK.REPAIR ANY J, ME CONTRACTOR SMALL N51AlLALI H]VIPMEJi AND Mp1ERWLS IN ACCORDANCE WITH ME AND LWILL BUY. .n` AAA-BB uunn DAMAGE MUST COCURR®DURNG CONSTRUCTION TO MF SA164ACIONOTILOON INSPECTOR MANUFACNRESS RECOMMBiOATION3 UNLESS SPECIFICALLY INDICATED OMERYIISE N THE MFUM:Lxxme '- uxAS AND/ORCRY NSPECIOR. CONTRACT WCUM@JR OR LOCAL COINS REGULATIONS TAKE PRECmEHCE Ip PROPER SLACK AND BEND RADA PET SERIION F? B • �'1 P RILMT J. ALL ARAL SUMMED WILL BE BABY UNLESS OTHERWISE U MCNED ON ME DRAWINGS, B. ALL WOR[PERFORMED AND Mg1ENAI5 MSTAMEO SMALL BE IN STRICT ACCORDANCE WITH ALL IJ,EARNING WIRE OWNS WILL BE NO FARTHER YEAH IS FROM MROUGHTIOLIT AND WILL BE MUST 1-CARA-1110" B, ALL GUYING STRAND WILL BE 66TH UNLESS OM@WUE SPKPIED ON ME DRAWINGS, APPLICABLE MOM,REGULATIONS AN D ORDINANCES.M E CONTRACTOR SHALL GNF ALL NOTICES AND LARGER. 9. ALLANCHORS SHALL BE$LONG.DOUBLE EYED,IPSCRPN TYPEUNLESS OTHERWSE SPEIFED ON TO COMPLY WIN ALL LAWS,ORDINANCES,RULES.REGULATIONS AND LAWFUL ORDERS OF MY IA CAKE WRL BE DOUBLE LAMED WISH 04 SITE AND LASIIG LASING WIRE CLAMP WILL BE Hr. Mf COMING, . PUBLIC AUTHORITIES HAWKS JURMICIGN OVER ME PERFORMANCE OF ME WORK.MECHANICAL INSTALLED WITH STRAP,EIGHT.INSIDE OF LASHINGWIRECLAMP.AM NO fURUIER TIL-DARTMOUTH AND EIECIRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WIN ALL APPLICABLEMUNCIS SPACERSWELL BE NAL IHAHTFROM THE STALLED WRIT CRAMP. 10. ALL AEM W NCABLE SHALL BE pBLE-UFMEO USING OAS MINUTES LASHIR LASHING WE AND UINIY COMPANY SPHJFIC ANIONS AS WELL AS LOCAL AND STAVE ISSUES,ORDINANCES AND H. ALL CONSIST SHALL N 200 MCH ASSIZE DIAMETER HERE SCSI I UNLESS OTHERWISE SPECIF®ON APFLM ABLE REGVLAIONS IA AREAL TAGS WILL BE AT EVERY POE ATTACHED SECURITY O FIBER MI POSSIBLE.E ATTACHED TO PORTLAND NED THEDRAWINCS. 9. ME CONTRACTOR SMALL SUPERVISE AM DIRECT ME WORK USNG ME BEST SKINS AND INTENTION. STRAND TAGS ALL BE SECURED WITH IS TIES. ME CONC IOTSH OR A LL BE SOLELY RESPONSIBLE FOR ALL OF ME CONSTRUCTION MEANS, I]_ ANY OBSTRUCTIONBL MAI WILL CONTACT WE PEER CAE WILL OVED BE REMF POSSIBLE,ORA PREPARED FOR I2. ALLPoDEG CONDUTISWE355HALL BE WN$TRApES UNLESS OMERWISESPECIFE00NME METppSTfCHNOUES,SEGO ENCES AM PROCEDURES ANSI FOR COORDINATING ALL ROME& GUARD SEN PLACE. �B p[AWNGS. OF ME WORK UNDER THE CONTRACT INCLUI NG CONTACT AND COORDINATION WITH THE LBS. PROJECT ■-�' M SULFURIC PENSION! CABLES B WJ MANES AND ME OWNERS RISE PRESENIATNE. I& GBf50RAGE WILL XgVE5FgW5NOFINSTNL®WITH PROPER BEND RADIUS 13.MRTIML . ,r, 11.RULING EYE WAY BE USED AND ATTACHED CORRECTLY TO CABLE VB UO IB BREARAWAY SWhEI. 10, ME CONTRACTOR SHALL REB ME GEIERAI AREA CLEAN AND HAZARD NRE,DESERVE OF ALL MRL 19. DATIGL RISERS WILL BECAMC ATTACHED 70"MODELS III IXETNG SIAFIOOF WHEN POSSIBLE) DEBRIS AM RUBBISH AND REMOVE EGUWMENINOTSPElf AS RFMANNG ON ME PROPERTY. D BE CAPPED AT THE IOP. MCImetro 15. ME CONTRACTOR MUSrCOMACILOCAL UTILITY LOGIT SERVICES AMNN1UM i2 MOLARS PRIOR lO LFA•JE PRFMBFS N CI FAN COMESSEN AND FREE fF.MY'PANT Sro11,LIMIT OR SMUDGES OF 2O.GROUNDS WILL BeATTACHED AT ME SIMND.AT ME BEGINNING AND END OF AN AERAL RUN AND corvsrvuclGN. ACCESS TRANSMISSION PLL NpIURE AIERFERYWNG ES FOIE IN BETWEEN. 16. ALL RK IN ARNINGGPUBLG RIGHT OF SHALLNTACN RE PoRM®IOMMAU16 USED SpfEY II, ALL DINENSICNS PERTAINMGOBUIDMG ENTRANCE fPCRTIIf1 AND BUILDING AFNflRA1OMARE fl.DOWN GI[IS ARM BE I1ETAll®PRICK IO AERALSIRMND.ON IIS OWN MHOIOR.FIGHT.WIN SERVICES CORP RESTATED STANDARDS.WARNING DEUCES,GUARDS,E,.1. ELAGS ERMEGMFN MALL AVY®AS APSROLKNI IS ME SOLE KIPONSM4 Of CONSIRUCMN CONTRACTOR O VEQEY ALL JOHNNY BALI.AM GUARD INSTALLED. BERELL MY RTATELAWS, MFA NE COUNTY ODINATE CTONIOT11 TO RIR AO TELLUEPUBLO AWWORKMEN. PRIOR RM ME B.1R WARNINGCMANO COUNTY IY ORDMMNCFHERS,C MES.FLR[MGN ETC 6SH LL BE COMPLIE ME BUILDING DISMISS WOR[NG DAYS N&ANY DAMAGE CAMED B WITH CONSTRUCTION RW 22 STRAND ATTACHMENT WILL BE NO CLIMB MAN ONE fWrfROM OMEa UT1111fS ON FOIE AND WITH WHESW WORRIED NOR EE15MRABLIC DUARDS.AYALL DEWS MUS BE COMPUTE THEBUBONGOWE TOEEPRBEMATVEANYOMAUMOUSEJ BY ME CONSIRD AT M 91RAIGER WTIX!TO WE VRKING ONORNEAR ANY NDSH BGMDFWANEDBY ME CONUs1BEINPLA<E CONTRA CORWEONOt TIOTTIMINGNELGAT ME FROM PUMOBTIEL WILL BE REPAIRED AT ME OLE CONTRACTOR ING CONSTRUCIONAND9XALl BE MNNIAMED OYMECONe1RUCMN EXPMRS.CEOMECONSRUCAMINCOMPACIOR. CONBAC TOR DURING CONSTR'JCPON. 12 MCICOIJIREEY MEfIXLOWING OPEWTING ENSUES: IIT. ME CONSTRUCTION CONTRACTOR U RESPONSIBLE FOR SLOWING AND IBTNG ALL MpHXOLE - BROOKSFBMPMFE B.M. PRICE,IO FNIRY.NO OPEN FLAME,TORCH.LIGHTED CCAR.CIGARETTE OR PEE SHALL BE BROUGHT - MCI MERG ACCESS TRANSMISSION KHMERS,LLC.' � I 1L� O NEAR OR INTO ANOAEN MANHOLE.MIS RINE SHALL BE CROWD OWN THOUGH TEND INTMCAR - MOIWOBDCOMNEIWORKSERWESNC. MAI ME ATMOSPHERE EL PEE OF COMBUSTBLE GAS.MANHOLES MUST BE CONTINUOUSLY VENTILATED AT ALL TIMES DURING WORK WTINN xO COMMUNICwlON1 ME MAN NOLES. - NE%MNK COMM11014S S ]]WINE PTUSHWAY,SulMin[6 1 ANY AND ALL DAMAGE TO ASPHALT,CONCRETE PAVEMENT.CURBS.GUTTERS.SIDEWALKS.PAVERS. - MFS TELECOM,NC. ,.,SHNI BE ME SCLEO POHI-d,,HllU0 DRAINAGE B RWOWINILOfFI ECCNSIRUCIONHCONBACORAMS ALLSEEAME MMYR010REDYOME TRffTORM-MA,MC. MUNICIPAL NOTES mb nMcn.mm MO,h YLerm ORIGINAL OR BETTER CONDDON AT ME EXPENSE O THE CONSRUCTOH COMRUCTOR. - WDEMEDIA.Mc. •THE MCI FACILITIES WITHIN THIS CONSTRUCTION PACKAGE APE HED BY ME OPERATING 19, THECONSTRUCIIOHCONIRACTORSHALLNOTSIARTANYWORRUMIIANAPPR09E RMUOR ENTUYBESS IMMEATED BY AN ASTERISK. WRITTEN APPROVAL FROM INE PROPERTY OWNER B N THBR POSSESSION. 5 CARRYINGCONTRACTOR NOTES: 15. AILWOR[IOBE DOMEWITHLOSS OF R SLUE. MINES EMPIRECABLENOTORKN A AM AND LOSS v 211.ALL RENCNNGWIMIONS CRL A WECOAfOUWFOSENAND DUG MAYAFOF ICEWLLRBUti IN LOSS FACL N IN ME F ANI CIWOOYEE OR ERMRED CMME141. CMETOFIOCATE CONSANDE%POSE ALL urILrrlESREQUIRED PRIOR TO 11.ALL PLOTTING DIMENSIONS ARE RESENT EDGE OF PAVFMEM OR ECP UNLESS SPECIFIC BY PRINK. CONTRACTOR. ONTRACT RPIEGURRY1NG FpCRB61N ME ABSENCE OF AN MCIWNOYE:OR CER1ElE) CO TNG AUTO RITY. CONSTRUCTION AS REQUIRED BV THE JURRD CT ON cOMRA LES OF HAVING AUTHORITY. 4.MEET BCONSIDERED)FOOTAGEAND AN AS MIL AREREQUIREDIR®I GBFOOTAG.MIR CABLES BES5 AN ENGINEERED 16 lOCA1gW Of ROME OFF ME PHYSIDRAW ,FI RST M WERE CLIMBED SHOWN OR M DAUMRAILROAD THEE (IDESIGu®)FOOTpGEANDgN u-BURT(ACTUAL PLASS®Fooucf.FefacnBLES HAW 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY SIGNAGE DAMAGED B SEQUENTIALLY MEET INSCRIBED NTO THE CABLE SHEATH,THESE 5E0UENMLS AREA RUNNING VALMION MAPS OR OTHER DRAWINGS,MNO MAY BE AS SHOWN DE'ICIE)DN INBE TOTAL OF ME LENGTH ON ME CABLEEND TO END. OMWNGS' OR REMOVED DURING CONSTRUCTION. B 1J.MORMONISM IIBmD HAW BEEN PLOTTED FROM AvgILAAE RECORDS AND FIELD 3.PLACE TRACER WIRE THROUGHOUT, SET.WBENRE UST BE GBLEIHESN NE MrvuATERS CDRRESPorvMrvc rD THETGTU LENGTH OBSERVATIONS,BIT ME HOT NECESSARILY EXACI_IHPTEFOME UBIP LOCATIONS WILL BE WRITHED 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF I8"WHEN PIACED MUST 0E REPORIE]TO ME MPKOPRAIERffL AT LEAST ICU FEN IN ADVANCE OF TRENCHING,MORNING,OR BORE DMI_5FIT MAI ONANG6IN 24.WHERE PUONG MR N AN OPEN TRENCH.NO RE WIS.Be PLACED SED ER TENSION O FMCILEATE A CABLE PLACEMENT GN BE MADE IN RAISES OF CONIEN- . S.PLA CROSSING ANDWATERFACILIFIE3. STRAIGHT UNE PRIOR l0 PLACEMENT Of BACKRL,THE FIRST 12INCHES OF BAOFEEM WILL BE FREE OF S.PLACE INSTALLATIONS SWILT EW R MINIMUM HORIZONTAL SKIN TO SK IN IARGE OR SHARP STONES OR STICKS OR OMER LARGE MAMMALS IMT MAY GIBE FAIMGE THE 19. Mf THEMEESUNMENSAME WERE BTAINECNCPAN/u RECTIOounD A IES RICH 0OR STRUCIuae MOWNou SEPARATKJN OF S'FROM SEWERAND WATER FACIE,ES. R BNCH SH ALL BE MECHA M CALLY TAMPED AND COMPACTED IN I NNCN LOS.AS REgI.BY M E COU NTYPNI WERE 3SO E M BYHELD NSPEIGN ANNAIME OF THE MERCER OUILABIE CRY ORALL P CROSS WRIFEN MANAGER,RAILROAD,OR LOCAL PERMIT AGENCY REWREMENN. BE HATSC OF.SETH MFA OMALMEAN,T N CONI.OME NOIFEWND NACUMN MMr b CLIFFEOPOSED CONDURS,F NIALLl118"V RTICAL 5KI UTO SKIN LEFLAN ER of SOMNNN4 oFMM11TRF MOM I11 CR.CTNYS NE MILLYCOE MINURED IDWMNYRT THE FROLWATE UST M AI NT AINAMN MUM IT OSK INLEA RAMI SKIN CLEARANCE Ef.ALL CPBLEf PLACED INXDAE WlL BE SEALED MNfDNifLY AMR INSTALLATION. IE1fORMA1grvTHRWGMNIOR BY CONIACIING MEUTLIIY COMPANIFSDEECTEV.PRIOR TO FROM WATERFACILRES.2'MINYAUM SKIN TO SKIN CLEARANCEON I6'& 26.ALL COME)UTI,NO PE AND IHERDIC T WILL ME SEALED SMASH ARES AFTER PLACEMEN.ALL OHCR EXCAVATIONLARGER PIPES WH ERE CROSSING HYDRA NTS INC U.)DING FACILITIES NOTED AS FIRM A BUDDING SHALL BE SEALED BOTH AT THE POINT OF"TRY(FIRST MEIN OIRRYIN AND AT M AU KNOWN BURIED OSSIRUcnovS ARE SHOWN ON ME CONSTRUCTION DRMFNIGS.1 AM AH CRITICAL IN FRASTRUCTURE IN THE REVIEW A N D A MIMMUM 5HOMONTAL SKIN THE PONT ON EMERGENCE(FIRSI NPOSED LOCAION MOO)WITH JACK MOON PLUGS OR OMITS ENCOUNTERED ARE ALSO THE RESPONSBILM OF ME CONTRACTOR TO LOCATE,PREDICT, E UP/ALENI ANp REPAIR.DAMAGED. TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND 27.ALL COECUBS WILL RE OWNED DURING PUCEnENT AS WELL A3 AFTER RACEPEN 10 PREVENT ME 21.NO OPEN HOLES OF ANY KIND. CONSTRUCTIN G WITHIN THE PROX M ITY OF MAINS,APPURTENANCES,HYDRANTS. ENTRY OF COUPON OSIECR OR SUBSTANCES INTO ME CONDUIT. a ALL 1MLRE5 THAT WILL BE CROSSED BY MREDOINRL DRILLING WILL BE PGTHD1Jn TO VERITY AND SERVICES/METERS.AN D PLAC ING WIRE A NCHORS.GUY WIRES CANNOT BE M IF THE CABLE SHEATH M DAMAGM,ME RLSON CONSTRUCTION REFECTORY WILL SE NOTIFIED LOCATION AND DEPTH. PIACED OVER SERVK:ES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW OF IMMEDIATELY AND WE CABLE WILL BE IWPECTED.AND TESTED. PLACEMENT. T1EY Fi[FVQYcs�0ill[�m1Ak eB'�e1Rlpv 29.ALL TRIBES IX DNES/MPNXOLES WILL BE GROCONFORMW N0TO CONFORM TO ME RQONITPICAL NRElsf''xKt Oy@An1P Mroov1 FNONEIXNG RINGI)DMWNtM. 30.WHEN WORKING WUHN UDOI ROAM OR UDOI RIGXI DF WMY MLICONCREE USED MUSTIEST IH H H , a 11 APPBOV®BY":. 5 EIr Lr.PE MEC 3 0 BILL OF MATERIALS ANCHOR 0 OR U*CORE FI.ER r _... ,.,x. .,...... :',o:.-- � e.,.x. I-- TIL-DARTMOUTH PORTLAND NED PREPARED EOR: MCI MCImetro ACCESS TRANSMISSION SERVICES CORP TILSON rzms xe Anv�nw x ox .m�;room.�n.om iosoo:xm mm i xi us®Elsix w.xa MED 4 D ............. All- TIL-DARTMOUTH 5FDT-- PORTLAND NED PREPARED MCI MCIrnetro ------ --- - ------ -- ACCESS TRANSMISSION SERVICES CORP SW SPRUCE ST 31' ------ --- --"-----------------------IT ------------- --------- ------------ 21*— ----- TIL SON 'o 52 25 IT'- INSTALL HANDHOLE CONTRACTOR NOTES: STA:52-25.HM lb I CONTRACTOR TO LOCATE AND EXPOSE ALL URIJIFIES PRIOR LONG-IM.7570 UT:45.442WO1 2" SLACK TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE JURISDICTION MV14G AUTHORITY. SLACK 50, 2.RESTORE ALL AFFECTED ROACCURS PAINT AND ANY LDORSLACK olsson SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION, SPLICE:WA 4X4'BORE PIT 3.PLACE TRACER WIRE THROUGHOUT. 4'X4'ElORE PIT REQUIRED 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION OF lir WHEN CROSSING SEWER FACILITIES. 0.1 0 DIRECTIONAL BORE APPR&E 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN 14 PUCE HOPE 144T TO PLACE 71-2"MDPE. TO SKIN SEPARATION OF S FROM SEWER FACILITIES, 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROMINGS IN OSP:SPANPATH-: 32' THE RIW OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 10' PLACE 28OCT FOC VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2* FIRBUR" MINIMUM SKIN TO SKIN CLEARANCE ON 16"9 LARGER PIPES 50, WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MIN IMUM 5 HORIZONTAL SKIN 10 SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN ME PROXIMITY OF MAIM.APPURTENANCES,HYDRANTS.AND FOR CONTINUATION SEE SHEET 6 SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT SITE SPECIFIC REVIEW OF PLACEMENT. IT IS A 1-1. 7,ALL CONDUIT SHALL BE PLAC ED AT A MINIMUM DEPTH OF 36!' A Ll- SCALE 1-20 CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 5 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILRES PRIOR ..o.o..o"• TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE 1$ JURISDICTION HAVING AUTHORITY. ,q . x 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY •rm SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. ¢ 3.PUCE TRACER WIRE THROUGHOUT. § 6.MANTAN A MINIMUM VERTICAL SKN TO SKIN SEPARATION • ..�. S OF IB"WHEN CROSSING SEWER S. 5.PLANE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF UI FROM SEWER FACILITIES. 6.ALL PROPOSED CONDUITS.FOR All UNLRY CROSSINGS IN THE R/W L S WATER INCL AR MUSE MAINTAIN E MNMUM 18• VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACKRFS.7 MINIMUM SKIN TO SKIN CLEARANCE ON id"B LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS CRIIICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM 5 w $ HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING Ff WATER FACIUMES AND CONSTRUCTING WITHIN THE PROXMR-/ OF MAINS.APPURTENANCES,HYDRANTS,AND SERVICESJMETERS.AND PLACING WIRE ANCHORS.GUY WIRES n.ww wr,.w CANNOT BE ECIFIC ACED OF PLACEMENTIZES.OR HYDRANTS WITHOUT ---*^'—{ Y � SITE SPECIFIC REVIEW OF PLACEMEN. ..,..w..wwu OMCTXONAL BORE APPROX I I 2.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36' 1113'TO PLANE -2-HDPE. - ----" — _ --s ---- ----- ` — -- TIL—DARTMOUTH —'OSP:BPANPATH:: _s T _ _ PLACE 2.88CT FOC —s — FIB:BUR:: I PORTLAND NET) - PREPARED Far. MCI I MClmeho ----- -�,...n..______ ACCESS TRANSMISSION " -- - - SERVICES CORP —31' I � TILSON s I I j I I j � FOR CONTINUATION SEE SHEET 7 ..urnua�n rw.v een.o-, SCALE:1:20 u�s�uac o•MFD 6 0 CONTRACTORNOTES ��. FOR CONTINUATION BEE SHEET 1-CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR .eowa.o o.o.o. '— „'•—mow— --.___TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE • .......... ` JURISDICTION HAVING AUTHORITY. .....e.d.. ® r«a _I2. SIGNAGE EALLAGED OR REMOVED D PAINT ANDANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3. ACWORE ROUG M.MAINTAIN A MINIMUM VERTICAL SKIN e TO SKIN SEPARATION ar... ..... IB"WHENCROSSING SEWER 5. WITH i 5.PLACE INSTALLATIONS IH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACIITIES. 6.ALL PROPOSED CONDUITS.FOR ALL UIILITY CROSSINGS IN THE RIW OF WATER FACILITIES.MUSTMAINTAIN A MNIMUM IT VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILRES.7 MINIMUM SKIN TO SKIN CLEARANCE ON I6'A LARGER PIPES r.ner� WHERE CROSSING HYDRANTS INCLUDING FACILRIES NOTED AS — CRITICAL INFRASTRUCTURE IN THE REVIEW ANDA MINIMUM S _ i s HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING —n- tea ......... WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY .` mxraaax.a ,F W OF MAINS,APPURTENANCES.HYDRANTS,AND SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES r'°`�••'•� ��w..w.. CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT DIRECTIONAL BORE APPROX X SITE SPECIFIC REVIEW OF PLACEMENT. 1N3'TO PLACE I-THDPE. i Z.ALL CON DUFF SHALL BE PLACED AT A MINIMUM DEPTH OF 36' OSPwsPANPATH:: I „ TIL—DARTMOUTH PLACE 2E8CT FOC C -_-- FlB:BUFt:' PORTLAND NED __ I I 8 PREPARED FqI: -2;,� MCI MCImetro K I ACCESS TRANSMISSION SERVICES CORP I I I mmm I j .� �- --- TILSON a.n64mmi.mo.e.1n a,m g �R 0 h Eg a'= FOR CONTINUATION SEE SHEET 8 IT w.ruaw.u.ess eo.ecna a.w�uco SCALE:1:20 oe.na n.. sx,e.wwn ee. MED ] U CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 7 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR •.0. "••�•�•._••"_ TO COMMENCEMENT OF CONSTRUCTION A$REQUIRED BY THE syyg auuuiw w..�ua JURISDICTION HAVING AUTHORITY. R 2 RESTORE ALL AFFECTED ROAD/CURB PAINT AND ANY ..00.•pT 0 .o...,.�. S. I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. _ B.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION ---- ,,,, •" I OF ITWHEN CROSSING SEWER FACILITIES. •'"•'� 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN R TO SKIN SEPARATION OF S FROM SEWER FACIITTIES. — ' a 6.ALL PROPOSED CON DU RS,FOR ALL UTILITY CROSSINGS IN THE RIW OF WATER FACILITIES,MAST MA NTAIN A MINIMUM 18' w. N VERTICA L SKIN TO SKIN CLEARANCE FROM WATER FACILRES.2' ,� w MNMUM SKIN TO SKIN CLEARANCE ON 16'd LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _ CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5' _ R HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING _ WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXMITY _ OF MAIN$,A WUUENA14C ES.HYDRANTS.AND S„w4 I P S• - - - SEIZVICESJMETERS.AND PLACING WIRE ANCHORS.GUY WIRES ”^""•"uu.. .......... a ...a.....u.. a...,..,uo.. DIRECTIONAL BORE APPRO% CANNOBEPLACED OF PLACEMENT.OR HYDRANTSWITHOUT I"Y TO PLACE I-2-HDPE. _g I SITE SPECIFIC REVIEW OF PLACEMENT. .a.auo.,...".. OSP:SPANPATH:: R a 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" PLACE 288CT FOC TIL—DARTMOUTH FIB:BUR:: 6 I PORTLAND NED X PREPARED Fpi: �. ,• r I R MCI „ I MCImaMo ACCESS TRANSMISSION f SERVICES CORP r- 50'-------------------I----I wIII ----4 kTILSON 23 H ' I olsson � _ I 3. I FOR CONTINUATION SEE SHEET 9 IT�A W L.is M M[K�wG llP M PRCNI O��#MSFO .WIS)dY PO0 N YM M WC.,4� SCALE:1:20 r.nm euFn uu.ux MED 8 0 CONTRACTOR NOTES: •���• FOR CONTINUATION SEE SHEET 8 (.CONTRACTOR TO LOCATE ANDEXPOSE ALL UTBITIESPRIOR ww•w^•^• TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BYTHE ppr..ww.N..� poor I JURBDICTION HAVING AUTHORITY. I 2.RESTORE ALL AFFECTED ROADICURB PANT AND ANY .Naw ® •.. +«-- ..-- SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. -.- _.. . ...-.... R .o.... 3.PLACE TRACER WIRE THROUGHOUT. 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SERA RATION pNw w OF IB"WHENCROSSINGSEWER FACIURIES. 81 I I 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN •' I e TO SKIN SEPARATION OF 5 FROM SEWER FACIUIIES. 4• 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN —_ a I 9 THE RIYI OF WATER FACl1f1ES MUST MAINTAIN A MINIMUM 14' �_ ^• VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' r a -�j MINIMUM SKIN TO SKIN CLEARANCE ON 1 e A LARGER PIPES w I WHERE CROSSING HYDRANTS INCLUDING FACIL TIES NOTED AS _ t - ® CRITICAL INFRASTRUCTURE IN THE REVIEW ANDA MINIMUM S' HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY mwp�wrp�w• .•NN I ® OF MAINS.APPURTENANCES.HYDRANTS.AND _ �L w,^pr• I SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES • . CANNOT BE PLACED OVER SERVICES OR HYDRA NTS WITHOUT ..w• � w.rw. SITE SPECIFIC REVIEW OF PLACEMENT. ...ppw DIRECTIONAL BORE APPROX I I 9 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 76' �wu 1447 TO PLACE 1.2•HDPE. OSP:SPANPATH:: I _ _—"�'^`� TIL_DARTMOUTH PLACE 288CT FOC 1 - FIB:Bua:: 1 I I PORTLAND NED R = I PREPARED rpU; I I s MCI I + R MCIFTIetro I I ACCESS TRANSMISSION R VSERVICESCORPPwONAE1nREr.�n rom I � I R I I I V■�V V■ I I � b I I B I I I I 1 14' I FOR CONTINUATION EEE ENEET 70 __�•i woww wa 0p•O1a•uaNsm v na oonn. SCALE.1:20 .rn •xcrNuwa o•MED 9 0 CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET S 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR •1��xxerc•�x.x^•^ < 1 TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY TH E ! ....+...••x•u JURISDICTION 14AVNG AUTHORITY. v..�.•�x. w•x/+'_, 2.RESTORE ALL AFFECTED ROADICURB PANT AND ANY j... ®•> ,S , I SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.PUCE TRACER WIRE THROUGHOUT. T , A.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION .,., I B OF IR-WHEN CROSSING SEWER FACILITIES. S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN TO SKIN SEPARATION OF S FROM SEWER FACILITIES. —,•, p 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN �u� W xx •. THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 1B' VE RTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' +.�rv�uvx.•O� I B MINIMUM SKIN TO SKIN CLEARANC E ON I6'd LARGER PIPES I , WHERE C ROSSING HYDRANTS INCLUDING FACILITES NOTED AS _ CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM S — R -HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AND CONARUCTINGWITHIN THE PROXIMITY �� • ®'xs......o I OF MAINS,APPURTENANCES,HYDRANTS.AND I SERVCESIMETERS,ANO PLACING WIRE ANCHORS.GUY WIRES ,S � nar. •v�rxxeu WE NOT SPECBEPUCEWOF PLACMEES NTOR HYDRANTS WITHOUT g .wr m...... --- ,�1�` I SITE SPECIFIC REVIEW OF PLACEMENT. ..rvr•wu 7.ALL CON DUR SHALL BE PLACED AT A MINIMUM DEPTH OF 36' ! R TIL—DARTMOUTH I I b PORTLAND NED I ABED FO C 1 I SO'� R MCI I 1 MCIme1To 1 I B ACCESS TRANSMISSION SERVICES CORP DIRECTIONAL BORE APPRO%' 1"3'TO PUCE 1-7 HDPE. ! I OSP:SPANPATH:: y PUCE 2BBCT FOC 1 FIB:BUR:: I e L R TILSON a I I 1 i O�JJ../1 ■ J �• I I t , I I I p I I I I f I I B p I I FOR CONTINUATION SEE SHEET 11 :e:.i�.c°"m w'u niao•aMi.+u v.um�im •o•vnw mm m xv•a m•m SCALE:120 •m a nuwx ^RMEU y X10 0 CONTRACTOR NOTES: `•u FOR CONTINUATION EEE SHEET IO I.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR •�M•�•�••x.w I TO COMMENCEMENT OF CONSTRUCTION AS REOWIED BY THE 5 ••w«ww w 1•�f S B ! JURISDICTION HAVING AUTHORITY. O e ..ITT. 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AN D ANY ...o. ® •a.•w.o•• I: SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. �.• R N 3.PLACETRACER WIRE THROUGHOUT. /.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION o �� s I I OF I8`WHEN CROSSING SEWER FACILITIES. •^'��[w 5.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN .v I 8 TO SKIN SEPARATION OF NFROM SEWER FACILITIES. 6.ALL PROPOSEDCONDUITS,FORALL UTILITY CROSSINGS IN _ = e•�.u•ITTe I; I THE R/W OF WATER FACK/TES.MUST MANTAN A MINIMUM 16' B' I VERTICAL SKIN TO SKIN CLEARANCE ROOM WATER FACILITIES.2' 1,, ww.o.,�•v MINIMUM SKIN TO SKIN CLEARANCE ON I6`8 LARGER PIPES I ,o WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS Lm h g ' CRITICAL NFRASTRUCIURE IN TH E REVIEW AND A MIN IMUM 5 HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLE LING To IRI I WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY ••�"�"•sr�r..• i OF MAINS,APPURTENANCES,HYDRANTS,AND �M R I SERVICES/MITERS,AND PLA CNG WIRE ANCHORS.GUY WIRES ,-t- •Te.� ^ ;� I I CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT . 'YFFR •'•"' I SITE SPECIFIC REVIEW OF PLACEMENT. .....s w.•wu B 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36` � IM TIL-DARTMOUTH A 1 qt PORTLAND NED / I �EPARFD cat DIRECTIONAL BORE APPROX I M 13'TOPLACE T-2'HDPE. NE. 91 / ' d •�/C1 s 09P:9PANPATH:: PLACE 288CT FODFIB SUR / I MCImetrO - ----- '-�-+•-.» —..__._ _ Q / I I ACCESS TRANSMISSION SERVICES CORP R � I R Bi TIL50 50• veo�xEnxwn I m«n um evew•cn.� j IT — I I I x B sit SIT I I R I I I ' FOR CONTINUATION WE SHEET 12 A v w ur ,xT rwsw wua x�ou« __ a.uum .wa+A x" T`,,eoowxT SCALE:1:20 ox,<.s er vm Txxwx MED 0 CONTRACTOR NOTE: T` FOR CONTINUATION EEE SHEET 11 1.CONTRACTOR-TO LOCATE AND EXPOSEALL UTILITIES PRIOR •�ry....w.......w TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BYTHE 3!8X8£ ..nwnn eunixe Y R JURISDICTION HAVING AUTHORITY. ..... ..... s ... 5' 1 I 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. 3.RACE TRACER WIRE THROUGHOUT. a.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION w.... OFTIr WHEN CROSSING SEWER FACILITIES. _ I i< 5.PLACE INSTALLATIONS WITH A MINRAUM HORIZONTAL SKIN _ Y B TO SKIN SEPARATION OF S'FROM SEWER FACILITES. I 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN I THE R/W OF WATER FACILITIES.MUST MAINTAIN A MINIMUM IB' .. VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' I I MINIMUM SKIN TO SKIN CLEARANCE ON 16'A IARGER PIPES w WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS _ d CRITICAL INFRAARUCTURE N THE REVIEW AND A MINIMUM S I HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING WATER FACILITIES AN D CONSTRUCTING WITHIN THE PROXIMITY x .......,x. OF MAINS.APPURTENANCES.HYDRANTS.AND 'w .0 a SERVICES/METERS,AND PLACING WRE ANC HORS.GW WIRES ID . ....� CANNOT BE PLACED OVER SERVICE OR HYDRANTS WITHOUT ® T.-T ( Q 'n SRESPECIFIC REVIEW OF PLACEMENT. „�.�..,,.,,w... 8T I R ].ALL CONDUMSHALL BE PLACED AT A MINIMUM DEPTH OF 36' b i I TIL—DARTMOUTH I PORTLAND NED "' _ ® PREPARED FM.. DIRECTIONAL BORE APPROX B 1"3'TO PUCE I-2'HDPE. ��' OSP:SPANPATH:_ PUCE 2BBCT FOC MCimetrO FIB:BIIR:: <"" ---_— ACCESS TRANSMISSION SERVICES CORP I I Y%a'BORE PIT I 8 TIL50N 3' �"' i. wmmooi..w.reAww I � X I I R Cr�J�on I B I I I I I I 1 I _- I FOR CONTINUATION SEE SHEET 13 w wn.w rm ws oc�wwr SCALE:I M MED 2 D CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 12 ].CONTRACTOR TO LOCATE AND EILPOSE ALL UTILRIES PRIOR L� •.......•°•««e TO COMMENCEMENT OF CONSIRUCTION AS REQUIRED BY THE KMN .•....w.... NI _ JURSDCPON HAVING AUTHORITY. ..qo^..rv. w .e�'M... 2.RESTORE ALL AFFECTED ROAD/CURB PAINT ANDANY • S SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION. I I 3.PLACE TRACER WIRE THROUGHOUT. « I 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION «u. I OF IW WHEN CROSSING SEWER FACILITIES. 5.PLACE INSTALLATKJNS WRIT A MINIMUM HORIZONTAL SKIN _ TO SKIN SEPARATION OF S FROM SEINER FACIUMES. 6.ALL PROPOSED CON DUITS.FOR ALL UTILITY CROSSINGS IN _ B ' THE R/W OF WATER FACILITES,MUST MAINTAIN A MINIMUM 18' .• VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITES.? f m • `�� ��` MINIMUM SKIN TO SKIN CLEARANCE ON I6'A URGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS ....•. CRITICAL INFRASTRUCTURE N THE REVIEW AND A MINIMUM 5' WATCR*A -----_, . T HORBONTALSKIN TOSKN CLEARANCEWHEN PARALLELING _ •� IA B WATER FACILITIES AND CONSTRUCTING WTMIN THE PRO%MRY «.«....x. •.......«. OF MAINS,APPURTENANCES,HYDRANTS,AND ..........„ o„�,..... £ I SERVICES/METERS,AND PLACING WIRE ANCHORS.GUYWIRES ,..••.««.,, .......««o o- CANNOT BE PLACED OVER SERVICES OR HYDRANTS WITHOUT ..•.o..,« .�....a•«. I SITE SPECIFIC REVIEW OF PLACEMENT. ....�....•..... 8 I 1.ALL CONDUITSHALL BE PLACED AT A MINIMUM DEPTH OF 36' -50'--z TIL-DAR IMOUTH PORTLAND NED x PREPARED FM DIRECTIONAL BORE APPROKUMCI • B I 1443'TO PCE I-2'HDPE. I I MCIrneV0 OSP:SPANPATN:: p .—IB• PUCE 288CT FOC f—I ACCESS TRANSMISSION FIB:BUR:: v N I SERVICES CORP II II i W TILSON F ��nm.,e.ainw°ry DISSol 1 x INSTALL HANDHOLE T M STA. :.122.573 LONG:.122.75739 LAT:45.43N9 SRE:30'ImOXJO' ' SUCK:SIT LOOP:SUCK: I SPLICE:WA 4X4'BORE PR REQUIRED 5 DIRECTIONAL BORE APPROK 399 TO PUCE 1-2'HDPE. ' OSP:SPANPATH.: PUCE 288CT FOC - I FIB SUR y 4,� FOR CONTINUATION SEE SHEET 14 SCALE:1:20 n waissww oom m ry•.ioor.`.K:u° "u"n'.er. .xs rvwuv MED 3 0 CONTRACTOR NOTES: .xu� FOR CONTINUATION SEE SHEET 13 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTBITIES PRIOR TO COMMENCEMENT CONSTRUCTION AS REQUIRED BY THE 11L1'BORE PR I � � „ JURJURISDICTIONJURISDICTIONIN CTION HAVG AUr"ORAUHORIfY. � ......www.•www .o.. ow 2.RESTORE ALL AFFECTED ROAD/CURB PANT AND ANY ..aa 0 .a....,... ••+ SIGNAGE DAMAGED OR REMOVED WRING CONSTRUCTION. ------3.PLACE TRACER WIRE THROUGHOUT. " --- &MANTAN A MINIMUM VERTICAL SKIN TO SKN SEPARATION 2 I I .°° ....x. w" —OF I6 WHEN CROSSING SEWER FACILITIES. I 5.PLACE INSTALLATIONS WITH A MNMUM HORIZONTAL SKIN 'w I I TO SKIN SEPARATION OF S FROM SEWER FACIITIES. _ 6.ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN _— SW PFAFFLl BT THE R/W OF WATER FACILITIES,MUST MAINTAIN A MINIMUM IIr — — x•x v .. " VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' +x•r max. MINIMUM SKIN TO SKIN CLEARANCE ON 16"&LARGER PIPES WHERE CROSSING HYDRANTS INCLUDING FACILITIES NOTED AS �� --° --- CRITICALINFRASTI?UCTURE LATHE REVIEWAND A MINIMUM 5 -- HORIZONTAL SKIN TO SKIN CLEARANCEWHEN PARALLELING - -- WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXMITY _ "��• F«__ •— —_•— _._ OF MAINS,APPURTENANCES,HYDRANTS.AND x nx uxxx. u•..,,xe.. BID, a. • ---®—+ SERVICES/METERS,AND PLACING WIRE ANCHORS.GUY WIRES ---'- � •— —.----_"� CAN NOT BE PLACED OVER SERVICES OR HYDRA HIS WITHOUT SRE SPECIFIC REVIEW Of PLACEMENT. ns.ce.x.xwos. 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" "n TIL DARTMOUTH PORTLAND NED vREVAREp FOR rr / MCI R /• MCImefro i B• I F"' AC ETRANSMISSION S I 4 i SERVICES CORP • I ! 1 # 111 pRECT10NAL BORE APPROX TIL 5 0 N 390•TO PLACE 1-2"HDPE. 1 OSP-SPANPATH::PLACE 28OCT FOC �" R 1 8 x.uo.sw . xo•IhnC.Q9]]L FIBSUR:: 1 SB• ' 45'�, /A . .� ./r ■ J L-4• T 4 FOR CONTINUATION SEE SHEET 15 xq®'wr d00 b YR Mf wRw[x� SCALE:1 20 DRME v. s•nI iwue .�. CONTRACTOR NOTES: FOR CONTINUATION SEE SHEET 14 1.CONTRACTOR TO LOCATE AND EXPOSE ALL UTILITIES PRIOR «ereeu x.«.xe \ TO COMMENCEMENT OF CONSTRUCTION AS REQUIRED BY THE e/d: \ \ S JURISDICTION HAVING AUTHORITY. ..........Y 2.RESTORE ALL AFFECTED ROAD/CURB PAINT AN D ANY ® .aL.w..nL. \ SIGNAGE DAMAGED OR REMOVED DURING CONSTRUCTION.3.PLACE TRACER WIRE THROUGHOUT. w..w �.a.....o «o.. \ \ 4.MAINTAIN A MINIMUM VERTICAL SKIN TO SKIN SEPARATION �/\ \ cw.«.w OF 1S'WHEN CROSSING SEWER FACILITIES. ""B.. �v.L \ S.PLACE INSTALLATIONS WITH A MINIMUM HORIZONTAL SKIN \\ \A TO SKIN SEPARATION OF&FROM SEWER FACILITIES. S \ \ 6.ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN \ THE R/P/OF WATER FACILITIES,MUST MAINTAIN A MINIMUM 19' u « \ \ \ VERTICAL SKIN TO SKIN CLEARANCE FROM WATER FACILITIES.2' + TY LINK b \ \ \ MINIMUM SON TO SKIN CLEARANC E ON I6'S LARD ER PIPES 5 \ \ 70 3 ni WHERECROSSINGHYDRANTS INCLUDING FACILITIES NOTED AS _ CRITICAL INFRASTRUCTURE IN THE REVIEW AND A MINIMUM S _ \ HORIZONTAL SKIN TO SKIN CLEARANCE WHEN PARALLELING ...: \ 6 \ / \ WATER FACILITIES AND CONSTRUCTING WITHIN THE PROXIMITY OF MAINS.APPURTENANCES,HYDRANTS,AND \ \ \ SERVICES/METERS.AND PLACING WIRE ANCHORS.GUY WIRES ® nas ...... \ \ 56' 11CANNOTBEPLACEDOVERSERVCESORHYDRANTSWTIHOUT \ ♦ SITE SPECIFIC REVIEW OF PLACEMENT. \ 7.ALL CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 36" TIL-DARTMOUTH PORTLAND NED PREPARED FOR: 39W TO PLACE I0RE APPROX VAS 7 �� i // MCI 380'TO PLACE 1-2'HOPE. MClmeTro OSP:SPANPATH:: ,y ACCESS TRANSMISSION PLACE 288CT FOC \ - -- /� SERVICES CORP FIB SUR \\ op / q TILSON 17(4'BORE PIT(REMOVE AND REPLACE SIDEWALK) 5• «EArym w n,a / ewn«e,o \ ♦ �i n.omp ei INSTALL HANDHOIE STA:70158,HHr / LONG:.122,75718 LAT:45,13713 \ SIZE:30'x80')60"BLACK 50' i LOOP SLACK: 7-1 SPLICE:N/A / \\ •/ 17C1'BORE PR REQUIRED //\\ ON _ / `F I / / .' TN..w.u« .«..bot LINK. nrwwrimaw wnm m r.ms oa`:"`.`� SCALE:120 ®BY I NI jNUMd MED 5 0 CONDUIT ENTRY DETAILS NINE TYPICAL DETAIL"A' SECTION"B" -- •�- TYP.SCHD 80 HDPE INNER DUCT BRANCH DETAIL NDRAIxa. AA�CB(21ACHMEf CAS •paxix via[[iucxi NEW 1.25 I.D.PULLED IH— ASMG T1L_DARTMOUTH CAM PEIAINFRCABLE REFAINEPINNER DUCT BRANCH PORTLAND NED PREPARED FOR _IMCI FIBER OPTIC CABIE(FOC) 225, MClmefro NW 2.25•I.D.wL2eD IN— r ACCESS TRANSMISSION SERVICES CORP TYPICAL DETAIL"C TYPICAL DETAIL"D" CONDUITHANDHOLE E Y HANDHOLE NDUTT E Y TOP VIEW PROFILE VIEW TILSON fA6MARREP - NITLE55 IONfADFgIIYI T'p p61XIG GRADE liwl fEAi,pon wlldinPs INA"Y nm�nlv°'mo comx e sAC CIFARf DED HANDHOLE COWA OWA N.GRp RP PVC,Wmsp TXAH 4e OP XCPE " CRUSXEDSIONE,J • CONDUIT RVP.) 6% GRWNDROO WNNA CALLED P110POSID CO"DUIT5 STWL_ WON PRMS ENRR AT THE ENDS TW. peMEDn I16 0 30"x 60"x 30" HANDHOLE DETAILS .. ...ux. 'EQUIPMENT MAY OR MAY NOT BE USED IN THIS PROJECT .a.....,.. .... � .nae. ®. ..,.... JpINNY BOLT OR *KRWS�EURR', EQMAIIKN .wxu..x+uxe LR WO R RUSH NWNT SURFACE �. POL. CDNCREIE COVER CUSTOMERSEE DETNL B RORIINOARgUASf SY NUIcmcRLOWFM$MI"(IX) / CONCPOLYWER TINpl�91W SAFACE �/ 2• �.......ne.... awu CUSIdER NAM[ °•,��� — -- FLUSH MOUNT COVER DETAIL SEE WAIL A �� ..s.ee...n.«o 31 t/2• 3 1` t 3/4. 1• 1/2• A j �--� / / o A 1 ,/a• TIL-DARTMOUTH I2%I Loamowx 311/2' �tAOltm uTm "�Er.t/rl c C , Ste• , T/fi• 1 3 PORTLAND NED LIFT PM e 1 �O 12• o , s/w '�T t/W ,� PREPARED FOR: ,/4 MCI 2'%l'%I/4'IIW -- — r — -- 19/16• -IZ CAIIGE SIFFL&AY 1• ruvANam 2NCAMTRUT (CENTER ONV) `B T rs•Hou 1 3/4. MClmetro PPoRT BFAM(21n FOR 68EOND ROD LOCKDOWN DETAIL 3 1/P ACCESS TRANSMISSION SU '�: .' SERVICES CORP 66 I/6' 36 1/6• 63 60' r 1 3/4' 33 3/8. r TILSON I I LI Lfi IVI II II I IR'I �ldl 41/2' I II uw,xEum.nwq.wla�s II 01'Im 3<l• III( LF , 3/6' ulOCKallrs VIII mmRrnsoomrnwm nsemem.en, I FEN EREVO ROD IIII IIII 2 E4CHEND II II 2• 3 3/fi' (E9 II II K140MOM 3e• ® IMI IIII 1 MH END y 6' (20 CKM$ 2 7lNC 9DET wAu SECTIONN A—A 1 EACH END(2X) SECTION ON B—B OPEN ELSE D um(4%) POLYMER WNCRETE DETN;N/RIE BASE 1/4-�I � 1 3/4• 1• 21/£ SECTION C—C mi°rw iii um:.orirnw1Oa:.m"�� IW61rSW OYm!R 4M M!EW.OI. 30" X 60" X 30" POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLY NONE POLYIER Cd10RETE FDR PEDESTREIN AREAS MED c reerly7 umm sreI 0 "unbw w.".a EQUIPMENT DETAILS 1"X 4' JOHNNY LOCK LIFT PM (2X) BOLTOOWN (2X) NON-SKID SURFACEEMS POLYMER JOHNNY LOCK "�`"` •" er CONCRETE NON SKID COVER BOLTDOWN (2X) SURFACE _ ARMORCAST LOGO ARNORCAST _'..E. "LES""• ""� .. � LOGO OFT%N �. ^9�• /l . 17 1/2" ® �- EMS TIL—DARTMOUTH POLYMER PORTLAND NED FLOATING NUT CONCRETE PREPARED FDR: W/CLEAN OUT HOLE (2X) COYER (FIELD REPLACEABLE) FLOATING NUT MC' 7g i/4• W/CLEAN OUT HOLE (2X) mcimetro 32 1/4' (FIELD REPLACEABLE) \ 26 1/4" ACCESS TRANSMISSION SERVICES CORP ti TILSON 36 11.1 NE a,,,t W,,BmId,6 niE°e,oN Nnn 24* I1 M LIFTING BOLT M� OPEN BASE 2 EACH SIDE WALL OPEN BASE ' NOTE: NOiE: BOX AND COVER ASSEMBLY MEETS BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING ANSI/SCTE 77 TIER 15 LOADING 1]28,0 t9eiiveY 177, M!°[98P""�" 13130 3O+IOOY a (" e YW"ee. c. 9+ea3 (7 X 30" X 24" POLYMER CONCRETE BOX ASSEMBLY Nann naDYW""a. cA v1eD3 24" X 36 X 36" POLYMER CONCRETE BOX ASSEMBLY et e) Oe2-]e00 as�u[E (e+e) 9e2-3e0D .YMOROIS[e PA�.CTS LUPANY 'JINJO 06N PROODUS COWANY Mm uiwiu oecenei a i n"•`ai® i+m>m+r mm m eeN nn Na9Nar .n® +a+Nuwn MED 15 0 FIBER DISTRIBUTION TERMINAL DETAILS " ter ......-...... ,.....d.. a. 3.571N. I 3.521N. 18.9 CM) (B.B CM) i13 K ,.,..... ...a,.a.. (13.0 CMI (13.0CY1 .....e....... _- - A TIL-DARTMOUTH PORTLAND NED PREPAISD fpt:-_� e MCI 0 0 MCImetro 1 11.73 IN 1173K ACCESS TRANSMISSION SERVICES CORP 09.3 CM) QV co a «x re 0 O O ✓ O 4( .' TILSON _ �� .}LOS NE�',pbl Wry,&nlJng6 Pp1bn40P 9J3D inlo�lieo ecO wm gsaM Nor 24-FIBER MHT 24-FIBER MHT 12 PORTS 2 PORTS 2 FIBERS PER PORT 12 FIBERS PER PORT IT III JI MED 9 0 I— .m.e.aen.nema Ewane,eN. Lr :ea[n„n[. ,w•e•mx..... — -- TAPER IYRFS&I ORMULASA.EfnttA SOtts; Iwttts: +e TAPPR FORMUSA • Innallbwl sa:Mnu en aw +^WILL!^ ..a .- W+rn oand+lanben.My+en:l°e.a«+11°nf+•e k»Il,an • InN111 KOs IE,o_lM whbr s+eabe•.+,w oasslar. =.I e0lro•i u•rObpllale CIC,URI F. few 1,M&'PEOPLE l•YrWl+a arup,NP of anrm. •wa + u •., .pr«.+ .0 ,. U ,Iwaepwrka EPA.•r Mnkade otmla br KMS W,Am Ilar N!rA.vW nwSrrf In aandtl..ra>r — SMNIM 'r2 Or,1' • U.e yV'•Vale wtlq+Mrrn ahrvyl 11 .W., Tm Mifl4 a •dq.k]krI•n or 9nwrr. 1y. n O mEd,,, _ 1MuIM Ue11rR ':] aF,Na+k ,•,m iGIM . Ragging ae•pr¢TMTS01 'ST-1001 uf.It.rw«In n•atlrr rap.. ln•wrwq.IM 0.,ane f!ardder�nalaafpatkal,yAEImolYM NM —•�— w,n un+ u EAT b•nle+d WeraltN wlw KMSbuce dWNw rP*d,wkml.r. + wm•enuww.r Owmamam?rrn11ru0enl Varkf ISre dawdnpl • DWII M tMnn N u0.4 M eamd and no• AWPO.wOry<onp°a+ll •M1rtaae Tank Sk*a+ Am u.E .k ElarbK q,+. M,mloo tl+e Vkat f M Seaed Iwm In•}aN• yrkrn •yµ1 W«Y tom SYflw E.M.Pa.errrml TEMPORARY BARRIER FLARE RATE TABLE arrI +M SOLEE. L. *SPEED(mph) MINIMUM FLAK RATE ..rnoae 'A :1 ---T H ,+ n...n. .30 9 11 / •,N OA .IYflk dmo 'M�A+r y 1011 m, T— t ar+rrf ++a+ca.n•,wo 0 la'1 fooRaab N,<55 rod TIL—DARTMOUTH cc ii:i PORTLAND NED )D 0a PORTABLE CHANGEABLE MESSAGE FLAGGER STATION MEPMED FM 9 MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION ��; 9 '['VALUE FOR TAPERS IN) vDlls; cENtiu IpTES ry uE m DpAwmca t+Nn:+r•r n-ra+niM,am rkw•nrnr BUFFER IT • + + r�r.vbflk Dn,mf MClmefro W 10 W•I .'a W-14 +•b'. +tlV•f T.+.M.�.arw br MM9opwvlo-a aa[araeo•+ • SIFnt MId MMr IMM CewrW fY.%rf 11CD� •r1:]bwka Ta4r I5 las IES a 165 n•alrie• Nw«.n,e.tnr,b•Pw wee a."la•Ip.YIu4b+1 Ma,m FIE Twrne+rl.a.m4. ,r v..fparl,.q. ACCESS TRANSMISSION ,prop.rd]b N'n[n ry greYe,. ISO 140 10 EW 1 , SERVICES CORP O1 E45 ETS T • NMNhy-0Enl+Isarw en IOR Abo,d,asso"rwlaeln< • M,eabwrktl.•w.e,.}Oe•eNNal 2f•+Dar Mrk.ra '1 E JEO l)S 1 1 1'kRa br.k•db Wte F'gTDl Uwn++M++M to..pe arournWa,ow Mue[, +Sq KOS wngp le0k Sao 6,0 i 'aKlb':cx]'-Iln+ldrr+nl�n'III.•:cW]I_Ilal rNrn, wn aluynwre+wvay+rr dlr.rrloral anon 00 )00 • C—IP-+IVnl,v+^d wn,,i.+nk ru ,,l tly+ brsar+h e+pk nr« 11. Tr- 660 )M rn,v.gbwn c...d +'..."FOE"Nwrn, Nl ylgf nri'xai'uNe»°•MrWlr tMwrt 0 UV RIMEEC 0 ia0 • Nrol-uP llgn[ ofrd.seal lire[ar•[,KW]I-9] APE, MNal mmraerary wmi+rnw911yn[. ® OYJEII CONS]RUCTIpY 70 )00 MO 1 Pba.......OP,...W.,ewa+M ImOrblenen. Nae ral-.v+Ipn.ln uraaeNard+aae+. Ndk�P,d IN.. amlPoop,r w.d an bad.,fla,fupwnl flydlM IV W M'. T ' L S 0 N ss 1 1000 1000 �KEWA 1000 M•m,1 • W�aere.,Mnf <a enemNr�bn frgp•rl,,+allrKK<a«d'2[a.R.In:walfbn w6 0 1000 1000 IMP 1000 -q^ � law tone Npewryf Mr•apn-[enfn+urbn'baa[e[<d el a0 wbn erkb. I 1000 1000 1 1000 �� \ • Npab+T•d1+11a+«a.a.,+n•+ma,rr.rbn mrlre.pwl rraaf npn nr nkM. Ila]MEMPwIW«,MNdrip6 1000 1000 1000 1 E {� Y ,].1 Nwe.On p2Lir \�\/'// • OO,NI«Ye+bn aenmmwlur.n,n1 minea<n lw alwk n.xernvn n.N. Pmm N.eR•aae^, nOl l\ (!xE ]© • C."V• OP�lM dralf PLO L.0116 Eye .,rr.n I.PO.11.I&E,npk alMly. ' •+b'.am[lonrnf W4,rN. 10 utr Y+vdN hfW WI 10'. •Fw Sbwker tlefoR+.Ir•RW+ IO...'L'do•I%vE-Io'&rkLthtrt'uMM CM]:-AA Mr ♦ n.rdrd) a TOW aE.n.lm W Dag Nm TOM L TM621 ,rnmrk,u Trraf a.3-l_WS,p«Eaca4.L_e Wi60.S_Sp«,.WNYIAn R[N£ CW21 lC OInF+n 1Nn1 ,® ��4'S Co'A,IMM :Af 2.1# : v TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE Iwa.-1 n-ua sl'.Spalrrp OD MM.CMnnelft,Yp 1 r_n.bd•+M1___1a0t�1 wm•r ____yL-L'�5020.____ *SREO<mWl A R C 0.Na•Soaebrq MT Abrwt Nae Nntt: Ea-3o Ila 100 Iao E0 — --- --- — ----- m,..,r..+..,.,+r..r.•,Ir.,... 1s-40 Ho 350 3S0 EO "' r - -' IM`sehenon a]W vse a{Mrs OREGON STANDARD DRAWINGS _ ___ SnrMard Onwrny.whae Co- 45-SS 500 S00 S00 40 "nedm acru.danrr mr4 60-70 700 700 700 40 ""^I''"� �-raa� ye.r[•udr urlprcd e,glrm•e, TABLES,ABRDET EDGE AND Frdawey IM ISM 2640 40 I- %N. -I %M. I Owl I 'r the ra/�erpOnrlbdltr o) PCMS DETAILS sD-es 2Re mea And rnavld ndrW )021 c rlat OaMrrm,el erdnt en'0R.[O+dM ler lnlbl•eear are uob nal, urM wi]hav,[vn[u/2rrrya •ql.,n n,rrrf+ry Nan.... I..(II,, r.sf r1,e111 I.,AB Y.bnf. .Iran+P+al=p,arr.rr-mla:r,,pN°rrlr. •a,r.n,l„-r°,sl w.rm, xrp+, ,ed nr,r.» n n,,l en ---�__ TYPICAL ABRUPT EDGE DELINEATION an'•li Effective Dates December 1.2020•May 31,2021 TMB00 MED 20 M �:u,w,Is"a�- ��� o :Kem.,K< Its— El I o-:^ 1IT Ae _ \ I a.. I I I.1_ . _� ----- � "�� --- ,aYnrlran.. I I .•I � ..m �.'�':.... fi 3 • I I p ' ` I Al TIL—DARTMOUTH PORTLAND NED :c;t • I ' I I I£ I I 1 I I naEPnam cw: 'E 2-La, .2-Wq 24A4L 1-WAY SHOULDER CLOSURE RIGHT LANE CLOSURE j Ill!}} MC�, ACCESS TRANSMISSION _I I 2ianl.2-Way <-ianc.2 Way SERVICES CORP e J l}It I + .r. •,• ONE LANE CLOSURE RIGHT LANE CLOSURE NEAR SIDE I ! µ!• orw ennarnRaI O,TY]s: ._._. . I .I I 1 ,' I _ w-leo- . ,saeo-rl T..Ma cm�Mal Waaura lRN YYd naarcl da,n t.+w am s«..Knma _ __. ^ I i r,� • TMtW.GF "zt-l;nwlel,bn,NuR er nN Kal,MaenN.aan+•I:h Jr 11"NIJED TO STOP'W3-0 A". sK••d Bart. 1 . T...m..T.. pum.,rmm rn...an,n.N11.I le.cTla T,IaE•en al.a waa. 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'I'd Ift.1d nut DaO »IIIIa Im,iu..aya1M. n�M.n a.mra•c urrd nrhaur IDnwlmaa, 4-Lam.2-Way Kana.2-YVeY C"-':T u,mR r.ar.K ReD'.rrreC Gro/errmn,l En RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SIDE ®mmR eoasTRueTpv R.rrerr Efleetive Data December 1,2020•May 31,2021 TM"l Y41i0a R W,P�T6Oa n4s5 4 Ci YNe�K RaC1Oi 6•aRUM� AO®!aYRP V.aLP R6 YGee.� Darn®rc uaa Mwaa - MED 21 0 ll r.1e wee M.n eNuisen.. •~� y DUMa � y �a W a.Y F.mn. •,•• t..l• m,._Wn aww amu n9i0 0E1014 —.�.— •�' . rr..l_+M1ed w_.•.nm 'm..._ane 1a.....mru �► y — y .rtx i::tii srt+ ru.� IXI�+ . y .rl_Irnl I or . �w....e,. M1nfh\.II fitly 4s w n...•."�tm TIL—DARTMOUTH PORTLAND NED With n Roadway °'•"^^� aeN..Y SIDEWALK DIVERSION r.Q�s -\w ..�. vPPnftED vDR: E •/It.rt.a.<.•wvrt Lewe..bMl, I awaw apnwM. �� r:rtm MCI eeYv I'�� �, n. aRe D� K40metm I . Wwer l.ss ,.,e.e..n+M.r..�••mwtF. pe.ha..e.p a•o nM•.Nn. I ! I w k ACCESMISSION .I..h.Y.-rvr tr.m.RMwb M1+In. I r►� O[{OtIR �'�nmla I i yM SERVICES CORP •'x'.69'..•.wU.W Wmn Unmi sel rFf. I I ����� n F.e .nr,vp IM I 1W4 roNp tL•'nF..HF Nh6V.6M I..� I.bM MM v.w.n M� I I inuU ' �pWtm Mlwra s.M I I w-M mF ud I IIU•ETA• I I I a I :-: gar. TIL 5 0 OY.m.a•.M.a.wl Ip 1 W..SR�iNre6 law_•MMI 1cd.mm n..m«u.m. SIDEWALK CLOSURE.MIDBLOCK I nuETv I ti rto.EaiY uor[erwmt oe*.at. L------_I SDEWALK CLOSURE,CORNER y■y, IutlM,awbr,IDa..nmlb..b,Ihk,.h�Iw..ii.,Jhah. �l: fexurt.<e�.Nlent MN,..UOM reMnh.n 1.<IM..b prpNcl s ---- � - ham.l.w-,Im.eo Imh�Iww,.\:e vm«e Iwe.m.+n.. ~-• a.a.u.....wu r.m"Wm-.wvnt•+a N...bm..a ® Nwxaawarauc�M1w Ttle te/rrtan.ne utr of mu OREGON STANDARD DRAWINGS .... 9V.4a•w..l.a.wt.....n toe ro..F.p,n..wm Sr td,d ONivfnq.IM4 de wd r<D�..v.e...u.,Y•,n..r.o:..e..l...-...w """ �i.f.•hw c1.uM In.e gnee:n xretearYe Mrn ........h.vw.L.M.-b,onk. avlCbR a' pewallr urrpree rnyn.<w TEMPORARY �:. — - _ v.a�.•..........w.l.w.d...n..ro.w w.wl.. /np pnnnyksww.rasu. PEDESTRIAN ACCESSIBLE ROUTES fIN la/O tO O yd/er at ae � ,.1..+4 n-..r�•.l�•1\r II.F.., rlMYtfl meshwld nafW A JITO'.,M1 uled M(nVYf root ullr r d � YFMIrr e.E!,!.M mFOMITrne.NM. � w ADDRlonal Right of Way ht• T. «c«.p.•ueo.9.ne..mWR I.• l. weprlrrted votrs,runt[n it SIDEWALN DIVERSION 'W" 2020•Mm 31.1021 TM844 i.h®•L nE.@ m 4,p M W.W. wMEDY L�22� •0 0 F�zlo is to De placed e nearest crosswalk. y U O ym y Cb3X NapM pbpN 1004 SW T8th Ave SW 78th Ave 03SOla >livxaarc s 100' %"� A0 No Parka an b M placed sioEwauc U boon colon work. CLOSED fA d 3 00, D H Xpno pN Sheet Size=11X17 Date:0311512022 Author:Jeremy Fbwwill ProJacl:TIL DARTMOIfIH TIGARO C DWG$::25628-0001 Cordmotnr 1.%ork Zone:Olsson Scale:Not to Scale To Comments: Temporary Traffic Control to meet MUTCD 2009 and The City of Tigard rules and regulations. Pad■lo Ia to De placed Z All devices to be NCH RP360 approved. et thenaarer omeevalk. FIELD SERVIClS A to Z FA1 Services,6365 Broadway,Denver,CO 60216 164702 FX:1.677.324-2576 Emelt:tlldrk etozeeldsvcs.com V 0 N 3 N NtlaM OMb 100' 1004 SW 78th Ave SW 78th Ave �ly O vuii.ee amve eri»re einne .Mvr'a vwirxri jw ��_ Yj $ Pad Ia to M Plated a nearaet aoawrs8l. 00' A0 No hrsa ars to be placed evas 24 lours barsta work r. v n N Sheet Sizez:11x17 Date:03/1512022 Author:Jeremy Fcllowwill Profeet:TIL DARTMOUTH TIGARD C Com p::25828-0002 Contraelor in Work Zom:Olsson Scale:Not to Scab Comments Z Temporary Traffic Control to meet MUTCD 2000 and The Cly of Tigard rules and regulations. All devices to be NCHRP350 approved. FlLKD!lRVIf.Es! Ato Z Field Services,6385 Broadway,Denver,CO 80216 PH(303)416-4702 FX-1-877-324-2578 Emell:dklrk etozilekisves.com 4 \ 1 1 1 1 \ 11 1 \ 1 \ 1 \ 1 1 1 \ N \ V \ S 1 \ N \ �rcwn \ awa \ 4 100' i i i i i g3 DW 111111 10- SW 78th Ave SW 78th Ave t f� 1 torr ana ��r 111111 Dw \ \ �g same as+ara owrera d ! xi eS I ory rNwa ox ox 4 \\ 6 1 Ped.10 Is to be plaeetl \ \ al Dw rreareat era" Pad o is to M placed tk 550' 100' \ Imae aanc � All No Parks are to be Pill 24 hours bet re work Sheet Size=11x17 Data:0341512022 Author Jeremy Followwlll Project TIL DARTMOUTH TIGARD C Z DWG•::25828-0003 Cerkneter In Werk tens:Olsson Seale:Not to Seele Commenb: Temporary Traffic C."I to meat MUTCD 2009 and The City of Tigard rules and regulations. All devices to be NCHRP3W approved. FIELD SERVICES Alo Z Field Sarvkas,6385 Broadway,Denver,CO 60216 PH 303 164702 FX:1-877.324-2578 Email,dMrk at eldsvos torn � \ 1 mloM 100' 1 \ _ m 100, o. \ \ \ y 1 100' I I I DW 100' 3200 l SW TSth Ave 1 �00' 100' DW \ \ foo * y\ \ \ S 1 One lane road talle ll$Wh!Mg pl09Ee of the road for potholllt0 �\ 1 \ 1 \ 100, \ \ 100• \ \ 00• PXER \ SW TM Ave Sheet Size=11 x17 Dwe:03/15/2022 Author Jeremy Followwill Project:TIL DARTMOUTH TIGARD C Ped xlo Is to he Placed ri DWG m::25828-0006 Cenlreder In Werk tens:Olsson Scala:Not to Scale at M•nuow cro•awalk. Tomorm,Temporary Trak Central to meat MUTCD 2009 and Tha Dily o/Tgard Mes and regulations. All tlevicas to be NCHRP350 approved. FlELD SERVICES AZ" Ato Z Field Services,6385 Broadway.Derwer.CO 80216 PH(303)4164702 FX:1-877-3242578 Email:dkirk atozfeld1!1Vfom 11 \ \ a , \ Q \ 3 \ \ N \ \ \ , 1 \ L 1 \ n 4r o \ m \ N \ \ \ cJY 9Ato�M DW avod \ 700' *iv \ \ `NNO s I 100' i I OW SW 78th Ave \ 1 100' 100' a 200' 11 <W DW 1 1011' \ 1 woier , \ 1 \ 1 11 1 V \ \ \ Sheet Size=17x17 Data:03115/2022 Author:Jeremy Followwill Project:TIL DARTMOUTH TIGARD C Z DWG 9;:202"005 Contractor In Work Zone:Olsson Scala:Not to Scale Common": Temporary Trait Control to meet MUTCD 2009 and The City o/Tigard rules and regulations. All devices to be NCHRP350 approved. HELD SERVICES A to Z Field Seodcee,639511madway,Denver,CO 66216 PH 303 1624]62 FX:1-6]Z-320-2576 Emal:dklrk ato eldswaz.com 1 \ \ b , C \ 1 1 \ 1 \ 41 \ \ •{S 1 tSS' 61 vuain , \ o DW axon , a� 100' \ \ x,`,,,, L %,.jt% i f i DW SW 78th Ave = C t \ \ 1 \ .n 100 a too, 200• 111111 100• Dw , $m \ l 1 \ \ 360 \ xr 1 \ V A Sheet Size=11x17 Data:0311 512 0 2 2 Author:Jeremy Followwill Project:TIL DARTMOUTH TIGARD C DWG N::2582&0006 Contractor in Work Zona:Olsson Seale:Not to Scale >T Comments; Z..< temporary M Tmc Control to meet MUTCD 2009 and The City of Tgantl rales and regulations. All devices to be NCHRP350 approved. RELD SERVICES At.Z Field Services,6385 Broadway,Denver,CO 80216 .--4164 0 -532L25! Email:dkirk aloNeld,,.00m s , 350' $ 5 64 • 360' 100' ' 100• 4 ' Ped xlo lato be plaeetl at the nearest Crosswalk. 350• r a 1000 h � SWAtiantis 0 h 0 100' ANE Sheet Size=11xV N K::Data:03/15/2022 Aethew:Jerenry Fotlowwill Pro7aMct:TIL OARTMlrl TIGARO C DWG 25828-0007 Contractor In Work Zona:Olsson Scale:Not to Scale D W DW Tp C rta: Temrnporaporary to be Control to meet approved. 2009 and The City of Tigard rules and regulations. All tlavices to be NCHRP350 approvetl. 100• aow FIELD SEW V10E4 Ato Z Field Services,6385 Broadway.Denver,CO 80216 PH(303)416.4702 M 1 77-324-2578 Email:dkirk Wzlleldevcs.cem