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PFI2018-00199 CITY OF TIGAR® PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12018-00199 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/02/2018 Parcel: SEG1870 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Verizon Access Transmission Services Project Description: SEG 1870, associated with 14600 SW 72nd Ave. Installation of buried fiber optic cable via directional bore to add/enhance teleco services to new and existing customers. Owner: FEES Description Date Amount PFI Permit Fee 08/02/2018 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: SHARONJOHNSON 1001 SE SUNNYSIDE RD CLACKAMAS, OR 97015 PHONE: 503-501-1759 Total $300.00 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. t plicant SignPermittee/Applicant �U APPLX�Fju� Signature:ure: Issued BY UI�J — Special Conditions(See Attached) (Vote:THIS PERMIT DOES NOT COVER WORE(ON PRIVATE PROPERTY Conditions for PF12018-00199 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 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 09-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 10-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 11 -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 12-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 13-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 14-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 15-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 16-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>, to establish a preconstruction meeting. PFI_Utilities 17-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 18-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 19-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 20-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 21 -OTHER Applied Notice RECEIVED City of TlgardJUL 2 5.N19 .. CtTi-y 05 TIGARI' ® PUBLIC WORKS—ENGINEERING ; �1, � / �< 4tl' ' a Public Fadhty Improvement PFI Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® 'TYPE 1—Franchise Utility Work Check one: [29 Utilities ❑Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE n Detailed description: Installation of buried fiber optic and/or utility� cy• cable via directional bore to add/enhance teleco ❑ TYPE 2—Sidewalk/Driveway/Sewer Work performed for the purpose of services to new and existing customers. - Sidewalk installation or repair. Property address/locadon(s)• Beginning address: 14600 SW 72nd Ave. - Driveway approach installation • and/or repair Ending address: 5500 Meadows Rd. �(j T SCG 1 d - Sanitary sewer lateral installation and/or main line tap MCI Metro Access Transmission Services Corp dba ❑ TYPE 3—Full scale Development Applicant: Verizon Access Transmission Services Work performed with Land use Address: 1001 SE Sunnyside RD approval which includes any of City/state: Clackamas OR Zip: 97015 the following. Phone: 503-501-1759 Email: ShJohnson@Henkels.com - Subdivisions or Partitions Contact name: Sharon Johnson Phone: • Street widening • Mainline installation for Sanitary Henkels & McCoy sewer, Storm sewer,Tigard water Contractor: and/or Tigard Water Service Area CCB#: 63699 Expiration; - Address: 10001 SE Sunnyside Rd SUBMIT COMPLETEDAPPLICATIONTO: City/State: Clackamas, OR Zip; 97015 City of Tigard Planning/Engineering Phone: 503.501.1759 Email: bhutchinson@henkels.com 13125 SW Hall Blvd. Contact name: Brandon Hutchinson Phone: 503.501.1759 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Henkels & McCoy only may be emailed to: towpermits gxigard-or.gov Address: 10001 SE Sunnyside Rd Clackamas, OR 97015 FOR STAFF USE ONLY City/state: Zip: Phone: 503.347.2487 ]Email: hlawrence@henkels.com Case No.: Contact name: Henry Lawrence Application submittal fee(.07%of Engineer's Estimate) $ Estimated value of work is required(if over$5,000):$ za•4°0 Additional fees:$ (within the public right-of-way) Application accepted: Q Is work rel o - I By: Date: 0 related a LAND USE t DECISION? ❑ Yes Ll No If so,please specify(AMP,SDR,SUB,etc.) case#: Application reviewed:y B 86 Date: Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By:_ A-L, )ate: 13 0 118 I:\ENG\PermltAppllcations\pfi_application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. - Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page I 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 15.041.140. * With the exception of a utility operating pursuant to a valid franchise 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(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owner's signature on the application BY SIGNING BELOW,THE APPLICANTS)SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject ro e • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. lw� !�S VIOTO V) Applicant/AuthorizeAkaent's signature Print name Date SIGNATURES of each owner of the subject property,if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date .,.��+.s" :sE _L .�.s�8v�s' '4��'�:n�s.,✓.s.e—.4.^,n,� °.a��T.�"A'"%,"..,^».�;i�Etiv; ....ter.- "nwc�.t<i�?a-'^c PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Mage 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: ! , APPLICATION FEE Part 1: Required submittal fee$300.00 FAAl4CHISE UTILITY:AND SIDEWAIX/ PERMIT FEE DRIVEWAYAND;UTILITY CONNEC'I'I®NS,ETCo Part 2: All non-water system improvements (work in the right of way) Engineer's estimate X 5%(less$300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch ('including_informationbelow) WATER SYSTEM FEE Part 3: All public water system improvements ❑ Dinnensiams Engineer's estimate X 12% D Street Name.: ❑..site Address. PFI Permit Fee Exemptions: FULL There will be no permit fee charged,or assurance required SCALE DEVELOPMENT for the following types of work: {Subdivisions/Pararions and Street improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Destgn Plans • Ditch cleaning that does not involve regrading. (6 sets,2406 or 22x34) • Weep hole repair ❑ Cover-$te,Pc� y,,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) 0.;General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ .Street(Phan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance :E1.1.,Water Quality Facilities • Test wells ❑;:Grading ❑ :L an capang/Tree,Phn ❑ Composite LJrihty Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitarp,Wates Signage,Stree ,Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ,ETT raffic Sight Distance ❑ Sigiung and Stripi ig ❑.Street t Plan and Photometric D.Engineers seal/signature ❑ Sheet label;(project land use name,revision and phn log block,dates and sheet numbers) Additional Submittals (per Land Use conditions) ❑ `Traffic Report ❑ Storm watei Dra*inage Calculations D. Geotechnical Report ai.preliminaryAccess. Dort(Sight Distance) ❑ Proposed Plat Pathway Design(4 applicable} ❑ Water Department Approval ❑ Engineer's Construction.Estimate PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: p Edge of P avement I I Ditch Streetlight p a $ RfAin r i p r O a l °T " i jp os (rTIOW ait rlii a•r,� � I yr p .N,� I :,E�€ist'ing�H'ouse.: 1 Existing 1 >i I >1 Driveway 3I I 1 IL 1 411 p �1 1 Ecisti n g�=Slio p.' � r Powerpole I p o ■ o I p . a Fire Hydrant(FH) I q I Scale: 1"=30' I I I I I I I I � I ° I I I MINIMUM SKETCH REQUIREMENTS(Put"N/A"if Not Applicable): North arrow Property lines&dimension Slope of property Street &street name(s) Existing building,structures Utility&street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) . .. •_. <._..�..:. .� �,�.,�*,..�e..,x r�ar.;w�5.�t s.cr.�^r - ..�; �vm^roc'�T'.u^iEiva`�ivl��s��t'�.�,-- -s�+xs-rceaa...,��;z - -3?...v...�,:�'>'. in r; �°'�i PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www■dgard-or.gov • 503-718-2421 • Page 4 of 4 LOCATION MAP NORTH POR TUA 005 C MC[ 2018 PRI-72ND AVE AND BONITA RD TO KRUSE WAY SITE 201&PRTO KRUSEND AND"ITARD TO IQiUSE WAY SITE FFIB.BUR-:1 S/NFID'S IN PRINT COUNTY: WASHINGTON R::1 19000305/1706AMJR.006 CITY TIGARD.OR 19000306/1706AMJR.006 CONST. E KRUSE1031 SITE NAME KRUSE WAV CRAN/RING TUALATIN n J• � S O' �.1•r:..... u•..I,.i 0 w sM...�y ac RcvIY M*10,3 R-d .Aea.'Iw.s k4d7 ' O Roa° Ae+dvvs Road L.0 W U U) D Q wrvrn.. _ Z Z 0 11 _ 0O U s. } Z F ++ ++ z UJ End Project Q � Q Q m ALL o w w Begin Project = MR I � ...ry M1w>r VJ VJ .,F._.r. Suu:I+v.tR 7al>.tl awd -BoeuLa Rwa Bonita Foca tl�.AA R....n B'r". � r— rw L U O U a Q REVISION 1 ENGINEER:NATAIIE A.FORET DRAWN BY:JEFF WESTENDORF SCALE — REVI SI ON: 1-T1J+7/20/2018 SHEET 1 OF 34 EXCEPT AS MAY BE OTHERVASE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED.OR USED FOR ANY PURPOSE N1THOUT SPECIFIC WRITTEN CONTACT LIST PER PORTLAND,OR M��DN. H8M ENGINEERING CONTACT NATALIE A.FORET PHONE-(507)758-7227 EMAIL.NFORET@HENKELS.COM DRAFTER CONTACT.JEFF M.WESTENDORF PHONE:(605)99x1838 EMAIL:Jefl.Weatendort@Vantage pM com Know what's below. AlNlaf&A OWGrou Com an Call before you dig. P00.NA_005_C-REV1.-Ai.tn<ad.dwq TABLE OF CONTENTS 2018-PRI 72ND AVE AND SONITA RD 2 9. H H D ETA I LS TO KRLISE WAY SITE 1. LOCATION MAP COUNTY: WASHINGTON 2. TABLE OF CONTENTS 30. HH DETAILS CITY: TIGARD,OR 31. H H DETAILS CONST.WIO# VZi FP-1031 3. PERMIT LEGEND SITENAME KRUSEWAY 4. GENERAL NOTES 32. HH DETAILS CRANIRING TUALATIN 5. MCI OUTSIDE PLANT FOCUS 33. HH DETAILS 6. UNDERGROUND CONSTRUCTION DETAILS 34. HH DETAILS 7. AERIAL CONSTRUCTION DETAILS Z 8. AERIAL SLACK DETAILS 0 Lu 9. HANDHOLE TYPICALS 0 � o 10. PROJECT SUMMARY SHEET ° ° Z 11. CONSTRUCTION SITE PLANS z E o 2TW12. CONSTRUCTION SITE PLANS 20> ~ ° 13. CONSTRUCTION SITE PLANS Q U m 14. CONSTRUCTION SITE PLANS °of o 15. CONSTRUCTION SITE PLANS W FJ5 16. CONSTRUCTION SITE PLANS v 0 U 17. CONSTRUCTION SITE PLANS Q 18. CONSTRUCTION SITE PLANS 19. CONSTRUCTION SITE PLANS 20. CONSTRUCTION SITE PLANS ENGINEER:NATALSEA.FORET DRAWN BY:JEFF WES7ENDORF 21. CONSTRUCTION SITE PLANS SCALE: m REVI SIO N: 1-TLH-7120/2018 22. CONSTRUCTION SITE PLANS SHEET OF 34 EXCEPT AS MAY BE OTHERWISE PROVIDED 23. CONSTRUCTION SITE PLANS SVCONTRACT,THESE DRAWNOS NTAND SPEGFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN 4. N TRUCTION SITE PLANS STRICT CONFIDENCE AND SHALL NOTBE A REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 25. CONSTRUCTION SITE PLANS PERMISSION. 26. CONSTRUCTION SITE PLANS 27. CONSTRUCTION SITE PLANS 28. CONSTRUCTION SITE PLANS A II�iaAM Group Company FILE:POIt_TvtioOs C-nen;A�..,a.dYq LEGEND _ - mci LINETYPES SYMBOLS INFORMATION TABLES 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE AERIAL FIBER-EXISTING AERIAL FIBER-ATTACH R BSER-EXISTING ® TRANSMISSION/DISTRIBUTION POLE POLE NUMBER UTILITY POLE INFORMATION TABLE COUNTY: WASHINGTON AERIAL FIBER-MRLASFI ® RISER-PROPOSE O EXISTING UTILITY 0-0 (NUMBER OF ATTACHMENTS MAY VARY) CITY: TIGARD,OR T TRANSMISSION POLE PROPOSED ATTACH 0'-0' CONST.WtO# VZIFP-1031 BORE-PROPOSED _': CATCH BASIN/INLET(RECTANGULAR) CATCH BASIN/INLET(ROUND) Op DISTRIBUTION POLE #F IN: SEQUENTIAL IN/OUT CALLOUT SITE NAME WAY EXISTINGTUALA STRAND- NG OUT: CRAN/RING TUALATIN STRAND-PROPOSED FIRE HYDRANT �. —{p. GROUND/BOND CONDUIT-EXISTINGk'.' WATER/GAS VALVEol IN: SEQUENTIAL IN/TAIL CALLOUT CONDUIT-PROPOSED INNERDUCT-EXISTING LIGHT POST OQ AERIAL STORAGE-EXISTING #F TAIL INNERDUCT-PROPOSE - ------- --------------------- CAS ---=p' STREET LIGHT OQ AERIAL STORAGE-PROPOSE #F TAIL.. SEQUENTIAL TAIL/OUT CALLOUT W WATER OUT: U --,__----_.___-----.__.__.__.- TELEPHONE TRAFFIC LIGHT ARM O VAULT/BUILDING STORAGE-EXISTING > O FIBER OPTIC W ELECTRIC TREE '' VAULT/BUILDING STORAGE-PROPOSE 0 :D-- -- --- - SANITARY SEWER(SEW) O ... _- .._. STORM DRAIN ____"-= CULVERT POLE ANCHOR/DOWN GUY-EXISTING HATCH PATTERNS Z Z - - - CABLE TV -< 0 O O_ Z U STEAM -- - WING WALL POLE ANCHOR/DOWN GUY-PROPOSE fn it OOIL d UNKNOWN UTILITY BRIDE DOWN GUY TO EXISTING ANCHOR-PROPOSE � U FENCE — --� ►� SPLICE POINT-EXISTING U co U Q Q m STREET SICK CONCRETE SIDEWALK GRAVEL Q Ib _j - --- RIGHT OF WAY _— �4 SPLICE POINT-PROPOSELL EDGE OF PAVEMENT F E r r r W LLI ADA RAMP FDP TERMINATION-EXISTING E E E E E F r 0 J BORE r r {/) Eo L: ® UTILITY POLE-EXISTING FDP TERMINATION-PROPOSE ~ GRASS/VEGETATION WATER U O pB Ts TRAFFIC SIGNAL PEDESTAL U ABBREVIATIONS � UTILITY POLE-PROPOSED PULLBOX-EXISTING ASW ASPHALT SIDEWALK JB JUNCTION BOX ---------- PB PULLBOX-PROPOSED ® TRAFFIC SIGNAL POLE Q BIP BLACK IRON PIPE MH MANHOLE TRAFFIC RATED VAULT-EXISTING BSP BLACK STEEL PIPE MP MILE POST (SIZE AND UTILITY TYPE MAY VARY) O CONSTRUCTION NOTE/RESTORATION CALLOUT © CATV MANHOLE -- CSW CONCRETE SIDEWALK O/S OFFSET © CAN HANDHOLE CTI- CENTURY LINK P/S PLANTER STRIP [Q] TRAFFIC RATED VAULT-PROPOSE PHOTO-MARKER © CAN PEDESTAL D/W DRIVEWAY PR POWER RISER (SIZE MAY VARY) ®T TELECOM MANHOLE ENGINEER:NarauE A.FORET DRAWN BY:]EFF WESTENDORF ELECT. ELECTRIC PVC POLY VINYL CHLORIDE HANDHOLE-EXISTING T TELECOM HANDHOLE EOP EDGE OF PAVEMENT RGS RIGID GALVANIZE STEEL CONDUIT (SIZE AND UTILITY TYPE MAY VARY) NORTH ARROW SCALE: Nrs EO1W EDGE OF TRAVEL WAY ROW RIGHT OF WAY I I H HANDHOLE-PROPOSE mTELECOM CABINET REVISION: I-TLH-712012018 (SIZE MAY VARY) ® TELECOM PEDESTAL SHEET OF 34 FOC FACE OF CURB SEW SANITARY SEWER �ry FIBER �pT� Map PEDESTAL—EXISTING 21 MID SPAN SS EXCEPT AS MAY BE OTHERWISE PROVIDED F/O FIBER OPTIC SO STORM DRAIN _ r�GyUG��1� mG�A11�/ �/p�'1' �rwA ® JC�ICIT MANHOLE BY CONTRACT,THESE DRAVANGS AND (SIZE AND U11U 11 TYPE LIVERY VAR Map c`,' SPECIFICATIONS SHALL REMAIN THE HDPE HIGH DENSITY POLYETFIYLENE STA. STATION a EWER HANDHOLE Q SEWER CLEANOUT PROPERTY INC.MCI COMMUNICATIONS PEDESTAL-PROPOSED SERVICES ST CT CONFIDENCE BOTH BEING ISSUED INT BE P POWER MANHOLE REPRODUC DDCOPIED,OR USED FOR ANY HH HANDHOLE STM STEAM (SIZE MAY VARY) ® ® STORM DRAIN INLET PVRPOSEWITHOUT SPECIFIC WRITTEN POWER CABINETsD STORM MANHOLE PERMISSION. TEL TELECOM - WET UTILITY MANHOLE-EXISTING - (SIZE AND UTILITY TYPE MAY VARY) P P POWER VAULT ® WATER VALVE w SD® STREET LIGHT HANDHOLE BORE PIT-PROPOSE Q WATER METER (SIZE MAY VARY) © STREET LIGHT POLE ®w WATER MANHOLE 0 O UTILITY POTHOLE © TRAFFIC SIGNAL HANDHOLE ® MANHOLE MTS TRAFFIC SIGNAL VAULT A RMllRisA CW Gmv Com an FIRE HYDRANT BORE HANDHOLE-PROPOSE ® TRAFFIC SIGNAL MANHOLE HH (SIZE MAY VARY) Q GAS METER FILE:POR TUA_oos C-REY2;Au a<ad.dwg Ts TRAFFIC CABINET 0 GAS VALVE GENERAL NOTES GENERALNOTES 2018-PRI 72ND AVE AND BONITA RD THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE.HENKELS AND MCCOY,INC.HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION.PERSONS WORKING IN THE TO KRUSE WAY SPIE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-OIG SYSTEM TO ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. COUNTY: WASHINGTON 1. ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION REGULATIONS AND APPLICABLE CITY: ncARD,OR STATE AND FEDERAL REGULATIONS.WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS,OR ANY APPLICABLE STANDARDS,THE HIGHER QUALITY STANDARD SHALL APPLY.ALL WORK WITHIN PUBLIC R.O.W.OR EASEMENTS CONST.W/O# VZI FP-1031 MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION INSPECTOR.INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. SITE NAME KRUSE WAY 2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES,AS SHOWN ON THESE PLANS,IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS CRAN/RING TUALA11N TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS,ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES.THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. W 4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION,TO ASSURE THAT THE WORK U Z IS ACCOMPLISHED IN A TIMELY FASHION,AND WITH A MINIMUM DISRUPTION OF SERVICE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE 0 I W 5,THE CONTRACTOR SHALL HAVE ONE(1)SIGNED COPY OF THE APPROVED PLANS,ONE(1)COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS,AND ONE(1)COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB W U ~ ON-SITE AT ALL TIMES (n Z Z 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,BUT NOT LIMITED TO:EXCAVATION,TRENCHING,SHORING,TRAFFIC CONTROL,AND SECURITY, p O O U U �`. NZ F- 7.IF,DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR,HIS SUBCONTRACTORS,OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR R o d SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY, O j 0 8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE. Z U Q Q m Q m LL 9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION,THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D.FOR APPROVAL.PRIOR TO ANY CONSTRUCTION Lu W ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS.PRIOR TO INSTALLATION A PRE-CONSTRUCTION Q J CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION. U) j H 10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED,INSTALLED,CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. V O U 11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING Q RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL TIMES. 12.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING.FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 13,ALL EROSION AND SEDIMENT CONTROL(E.S.C.)MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY.ALL E.S.C.MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. ENGINEER:NATAUE A.FGREr 14.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. DRAWN BY:JEFF WESTENDORF SCALE: m 15.ALL CONSTRUCTION OPERATIONS,INCLUDING THE WARMING UP,REPAIR,ARRIVAL,DEPARTURE OR RUNNING OF TRUCKS,EARTH MOVING EQUIPMENT,CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE REVISION: I-nH-7/20/2018 LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION. SHEET�_ OF 34 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. 0 AlIIIIIIIIIIIIIIIhAM'0011Grou Com an FILE:PDR TUA-005 C-RVn;AiA—d.d g MC� OUTSME PLANT FOCUS mc: 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNTY: WASHINGTON CITY: TIGARD.OR CONST.W/O# VZI FP-1031 SITE NAME KRUSE WAY 1.THE TITLE OF THIS PROGRAM,F.O.C.U.S.,AN ACRONYM FOR"FIBER OPTIC CABLE UNCOVERING SYSTEM,'WAS SELECTED •ALL FEDERAL,STATE AND LOCAL SAFETY REGULATIONS MUST BE FOLLOWED WITHOUT EXCEPTION. CRAN/RING TUALATIN TO REMIND EVERYONE INVOLVED WITH WORKING NEAR MCI'S ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTING THE FACILITIES.IF,DURING THE COURSE OF THE PROJECT,YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THE • PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE FOR THE SPECIFIC WORK SITE SHALL BE USED AT ALL TIMES. MCI OSP FACILITIES,IT IS YOUR DUTY TO STOP THE WORK AND RE-F.O.C.U.S. AT A MINIMUM,HARD HAT,SAFETY SHOES/STEEL-TOED BOOTS,AND FLORESCENT ORANGE OR GREEN WORK VEST ARE REQUIRED UPON ENTERING ANY MCI WORK SITE. 2. F.O.C.U.S.RULES MUST BE FOLLOWED ON ALL MCI PROJECTS INVOLVING WORK ON OR NEAR MCI OSP FACILITIES. SAFETY IS MCI'S NUMBER ONE PRIORITY;EVERYONE MUST REFRAIN FROM UNSAFE AND IMPROPER PRACTICES. • USE OF INTOXICANTS,DRUGS,INHALANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLY PROHIBITED. U) 3. REVIEW OF F.O.C.U.S.IS MANDATORY AT EVERY PRE-BID,PRE-CONSRUCTION SITE MEETING AND DAILY TAILGATE W MEETING.F.O.C.U.S.DISCUSSION MUST INCLUDE SITE-SPECIFIC HISTORY,UNIQUE PROBLEMS,FACILITY • CONTRACTORS ARE NOT ALLOWED TO CUT ANY CABLE.CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCI U CONFIGURATIONS THAT MAY BE ENCOUNTERED,AND PAST ERRORS.'THOSE WHO DO NOT LEARN FROM HISTORY ARE OPERATIONS PERSONNEL,AND ONLY AFTER VERIFICATION THAT ALL TRAFFIC HAS BEEN OFF-LOADED. Z DOOMED TO REPEAT IT."DO NOT LET THIS HAPPEN TO YOU. > O • EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES.AN MCI EMPLOYEE W 4. ANY WORK NEAR OR REQUIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCI OR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND DURING ALL CABLE HANDLING W U F- EMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT-THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLY ACTIVITIES. w 0 MONITORING THE SYSTEM.THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FOR O ACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK(COMPARISON OF UNE AND DEPTH READINGS TO ACTUAL TOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED.USE THE PROPER TOOL Z Z 0 LINE AND DEPTH OF THE CABLE), O FOR THE JOB. 00 (n (� N 5. LOCATE AND POTHOLE REQUIREMENTS: • CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS (DN of O a • PRIOR TO ANY EXCAVATION,THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIAL DUCTS WITH ACTIVE CABLES. c� W U o LOCATE MARKS COMPLETED BY MCI OPERATIONS.DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS! G O> THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEAST • PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT:HOWEVER,SAFETY REGARDING YOURSELF AND OTHERS IS U 0 Z W ONE PASS IN EACH DIRECTION.LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS AND THE MOST IMPORTANT PART OF ANY PROJECT. c Z Q J m THE AS-GUILTS. Cm Q [L LL • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE,THE CABLE W W ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED (-) J EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND (n (n DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY 15 FT.,THEN EXPOSE THE ENTIRE LENGTH OF THE j CABLE BY HAND DIGGING OR VACUUM EXCAVATION. W • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 5 FEET(BUT NOT CLOSER THAN 3 FEET) U OF THE CABLE.THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED U BY MARKER FLAGS PLACED EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A Q MINUMUM OF EVERY 15 FT. • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 15 FEET(BUT NOT CLOSER THAN 5 FEET) OF THE CABLE,THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A MINIMUM OF EVERY 30 FT. • THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT.IN ANY ENGINEER:NATALIE A.FORET DIRECTION,ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED,OR THE MARKED RUNNING DRAWN BY:JIFF WESTENDORF LINE DOES NOT MATCH THE AS-BUILTS. SCALE: wFs 6. EXPOSING REQUIREMENTS: REVISION: 1-TLH-7/2o/201 B • NO MECHANICAL EXCAVATION WITHIN 3 FT,OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIES SHEET _ OF 34 HAVE FIRST BEEN PROPERLY LOCATED,POTHOLED,POSITIVELY IDENTIFIED.CONTINUOUSLY EXPOSED BY HAND EXCEPT AS MAY BE OTHERWISE PROVIDED DIGGING OR VACUUM EXCAVATION,AND THE FACILITES ARE CLEARLY VISIBLE. eY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF Md COMMUNICATIONS •IN ADDITION,MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES REQUIRES ONSITE PRIOR APPROVAL SERVICES INC.BOTH BEING ISSUED IN FROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE. STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 7. PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS.KNOW IT AND PERMISSION. FOLLOW IT. �G 0 . A i�Daa(700I/Group Company FILE:POR TUA_005 C-REV2;AVt..d.dwq MCI. UNDERGROUND CONSTRUCTION DETAILS 2018-PRITO KRUSE ANDITE RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY; TIGARD,OR CONST.W/O# VZ1FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN TYPICAL DETAIL"A" TYPICAL DETAIL"B" TRENCH PLACEMENT SIDEWALK CROSS SECTION CONDUIT(S),HDPE(S)OR DIRECT BURIED CABLE. (n W 12"MIN. EXISTING GRADE 4"MIN. U O Q W 17 MIN.BELOW IGRAVELISAND SUB BASE W U ~ FINISHED GRADE BURIED CABLE 6" .: :y •; FOR LEVELING GRADE � :DMARKER TAPE Z Z BURIED CABLE COVER. MARKER TAPE O O U U COVER. 6"MIN, IN 6"LAYERS BACKFILL N COMPACT N O ixW v d INNERDUCT(S) - - =AND IOR HDPENi AS SPECIFIED(S) rUc�Lo U Q Z W CONDUIT,AS SPECIFIED 3"MIN CLEAN BACKFILL G Z co Q m FIBER CABLE CONDUIT AS SPECIFIED Q m n LL 12"MIN.' Q U.I W 0 J U) ~ NOTE: w BACKFILL MUST BE MADE WITH ROCK FREE MATERIAL U O U Q TYPICAL DETAIL"CI TYPICAL DETAIL ID" CORE BORE PLACE HDPE ENGINEER:NATALIE A.FORST NOTE: EPDXY GROUT IS USED AT BOTH ENDS OF DRAWN BY:JEFF WESTENDORF CORE BORE TO SEAL SLEEVE AND PIPE. SCALE: Iris EXISTING GRADE REVISION: I-TLH-7/20/2018 d SHEET OF 34 EXCEPT AS MAY BE OTHERWISE PROVIDED 8Y CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN CONCRETE MANHOLE,WALL,ETC.. STRICT CONFIDENCE AND SHALL NOT BE 6"DIA CORE BORE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN COVER PERMISSION, 5"ID GSPIGRC SLEEVE EPDXIED INTO CORE BORE CONDUIT AS SPECIFIED ENV ANY NUMBER OF - INNERDUCT AND/OR HDPE's,AS SPECIFIED d FIBER OPTIC CABLE A Grov Com an FILE:POR TUA_005_C-RVn;Au—d.dwq I. GENERAL AERIAL CONSTRUCTION DETAILS 2018-PRI 72ND AVE AND BONITA RD TYPICAL DETAIL"A" TYPICAL DETAIL"C" TO KRUSE WAY SITE POLE ARRANGEMENT FOR TYPICAL DETAIL"B" TYPICAL CABLE&HARDWARE COUNTY: WASHINGTON AERIAL TO BURIED INSTALLATION CITY: TIGARD,OR z POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CONST. E KRUSE1031 1r 1z' I X X 1u 1B SITE NAME KRusewnr GLIY CRAN/RING TUALATIN CABLE LASHING Y 2' 2d- WARE CLAMP GROUND WIRE CLAMP CABLE LASHING WIRE CLAMP STAINLESS STEEL LASHER X X X _(X=MIN.OF 20 TIMES 2'GALV.STENU-GUARD LE TOP NEW CABLE SUPPORT AND 0.50' 21 THE CABLE DIA.) SPACER STAINLESS STEEL LASHER CABLE CAUTION TAG FIBER UGUASUPPORT AND 0.50'SPACER GROUND LEVEL CAUTION LE LACK OPTIC CABLE BLACK OPTIC CABLE BLACK ��CL,ALAP COLOR IN COLOR CABLE POLE POLE TOP VIEW A6INSULATED COPPER WIRE AND W NOTES: UGUARD 6.MW 10'x0.75"COPPER CLAD GROUNDPOLE WGROUND LEVEL ROD GROUNDLEVEL U-GUARD MIN.B" Z CONDUITGROUND LEVEL RONONDUIT PLACE POLE NEARSQUARTERER N BELOW SURFACE POLE NEAREST REPEATER OR LL W 42•MIN SPLICE HANDHOLE MILE GROUND EVERY 015 TO CONDUIT ADAPTER. 4'PVCBEND(36'• W U RADIUS) AT STRAND TO SHEATH BOND LOCATION V/ O TYPICAL DETAIL"D" Z L Z LL aLy SUSPENSION STRAND-PULL TOWARD CONDUITTOHHOR TYPICAL DETAIL"F" O Z U o Ocn POLE-LESS THAN 5 FEET REPEATER R p CL TYPICAL ARRANGEMENT OF Ln QY W U Q CVRVEDWASHER CABLE LASHER AND CABLE GUIDE 2 O> I— c� CABLE SUSPENSION TYPICAL DETAIL"E" U in U Q Q Lu ALT SUSPENSION STRAND-PULL AWAY APPROX.4' Z m J m 2 GUY HOOK FROM POLE-5 FEET OR MORE CABLE GUIDE CABLE LASHER Q m a- ILL >r D Lu SPACER NUT L Q w GW r POLE TOP 18'PREFEERABLY BUT Nb LESS cn THAN 10' TO CABLE REE CABLE W CABLE SUSPENSION BOLT O GN, CABLE SUSPENSION U .62S"BOLT CURVED WASHER SNAP Q 2 GUY HOOK PULLING LINE CABLE SUSPENSION SPACER NUT CLAMP 0.8125'x2'ROUND GUY WASHER TYPICAL DETAIL"G" CORNER SUSPENSION TYPICAL DETAIL"I" ENGINEER:NATALIE A.FORST JOINING 045 LASHING WIRE ANCHOR&DOWN GUY DRAWN BY:TEFF WESTENDORF 'I SCALE: Kra TYPICAL DETAIL"H" GUY REVISION: I•TU-I-7/20/21)16 LASHING WIRE GRIP AND CLAMP CABLE SHEET—L OF 34 EXCEPT AS MAY BE OTHERWISE PROVIDED BYCONTRACT.THESE DRAVANGS AND SPECIFICATIONS SHALL REMAIN THE C LASHING WARE PROPERTY OF MCI COMMUNICATIONS FORMING WIRE OVER FORMING LASHING WIRE GRIP SERVICES INC.BOTH BEING ISSUED IN ST ICT CONFIDENCE AND$HALL NOT BE STUD OF CLAMP AROUND STRAND IST LASING WIRE REPRODUCED COPIED,ORU ED FOR ANY SHOULDER 2ND LASHING WARE PURPOSE WITHOUT SPECIFIC WRITTEN 10' PERMISSION. REMOVE ANY SLACK IN THE LASHING WIRE BY FORM THE LASHING WIRE AROUND THE CLAMPING NUT TERMINALING NUT Ex.cRADE MAINTAINING A PULL ON THE WIRE AND STRAND AND PLACE IT BELOW THE �I TAPPING THE STRAND SHARPLY.THEN FORM STUD AND BETWEEN THE SECOND THE WIRE OVER THE STUD AND TIGHTEN THE WASHER AND STUD SHOULDER. NUT.CUT THE FREE END OF THE LASHING WIRE THREADED STUD 1ST WASHER OFF 0.75"BEYOND THE END OF THE CLAMP. NOTE: 0.75'x8'DEAD END EACH= LASHING WIRE SHOULD GROOVEDPLATES 2NDWASHER 10'SCREWAN FOLLOW LAY OF STRAND WIRES UNDER GRIP. 1#MVlN§=Nl9WWJk jan MCI. 2018-PRI 72ND AVE AND SONITA RD AERIAL IN-LINE SLACK STORAGE DETAILS TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1031 TYPICAL DETAIL"A" TYPICAL DETAIL"B" TYPICAL DETAIL"C" TYPICAL DETAIL"D" SITE NAME KRUSE WAY RESERVE CABLE LENGTH IN-LINE SPLICE APPLICATION BUTT SPLICE APPLICATION LASHING WIRE GRIP AND CLAMP C-LASHING ERANIRING TUALATIN STRAND STORAGE APPLICATION WIRE GRIP INSTALLED ON STRAND C-LASHING WIRE GRIP W `` �h�AO✓O `11 � _0 Sl ASCF w U NOTE: : LASHING WIRE SHOULD Z Z FOLLOW LAY OF STRAND QU WIRES UNDER GRIP. Q O N Z 6 EEO a U 0> UcAUQ Q w �Z m j m Q d Li TYPICAL DETAIL"E" TYPICAL DETAIL"I"' o HARDWARE KIT SINGLE&DOUBLE FIBER LOOPS 1— 0.25"920 STAINLESS U O STEEL LOCK NUT STANDARD TAP SUPPORT BRACKET U 0.687"DIAMETER Q NYLON WASHER 0.563'X0.375 FlBERLOOP UNIT SHOULDER WASHER ENGINEER:NATALIE A.FDRET DRAWN BY:JEFF WESTENDORF SCALE: ars REVISION: 1-TLH-7/20/2018 SHEET OF 34 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SER ICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A l 49AW Gr up Company FILE:POR TUA_005 OREn;Au..d,dwq 36" X 60" X 36" 30K STANDARD HANDHOLE DETAILS MCI. 201&PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.WIO# vzlFP-1031 SITE NAME KRUSE AY DETAIL"A" CRAN/R NG TUALATIN EXPLODED ISOMETRIC DETAIL DETAIL"B" DETAIL"C" LOCKING DEVICE FLUSH MOUNT FLUSH Mourrr CROSS SECTION COVER DETAIL POLYMER CONCRETE COVER vJ'^ LIBBER COVER W NON-SKID--j B U Z SURFACE MORCAST LOGO(2X) W EMS MARKER(I O W U o O o o ♦— LIFT PM(2 f "+? LOTTED DRAIN - 12"S.S.BOLTDOWN O U 0 r0� N z -5NW U O 0> LOCK O UMP O U N U Q W Z CO J RX) Q m LL UNIS of W Lij SUPPORTSEAM B J (2X) W O U U 62 314" 39 112" Q 59 314" � 57 12" �1 314" 31/2" 341/4 1 1 I I ENGINEER:NATALIE A.FORET DRAWN BY:JEFF WESTENDORF 36" 4172-KNOCKOUT "KNOCKOUTS SCALE: KTs 2 EACH END(4X) 1 EACH END(2X) REVISION: 1-TLH-7/20/2016 SHEET OF 34 ro EXCEPT AS MAY BE OTHERVASE PROVIDED BV CONTRACT.THESE DRAWINGS AND L- 7. -777-777SPECIFICATIONS SHALL REMAIN THE - - PROPERTY OF Md COMMUNICATIONS NG BOLT I 4 12" 1O" SERVICES INC.BOTH BEING ISSUED IN 2 EACH SIDE 1 B" STRICT CONRUCSD,COPE AND SHALL NOTBE A WALL 2 12"KNOCKOU �. REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 59„ 1 EACH END(2X) PERMISSION. EN BASE SECTION A-A SECTION B-B SLOTTED (0) YMER CONCRETE DETACHABLE BASE NOTE: k - SEALED PLASTIC BAG PLACED INSIDE VAULT TO CONTAIN: ITEM QTY MATERIAL AGrou Com any 1 (1) JOHNNY LOCK KEY 2 (2) S.S.JOHNNY BOLT W/FLAT WASHER 3 SHRINK WRAP COVERS TO FRAME FOR PACKAGING FILE:POR TUA_oos C-REV2;A,A—d.a"y PROJECT SUMMARY SHEET 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR PROJECT CLARIFICATION SUMMARY CONST.W/O# VZlFP-1031 SITE NAME KRUSE WAY DESCRIPTION QUANTITY UNIT CRANKING TUALATIN 36"x60"x36" HANDHOLE 5 EA 4'x4' BORE PIT 10 EA W BORE ® 42" 4568 LF U z > O (1) 2" HDPE 4568 LF U w LL) (1) BFO 72 4568 LF Z Z 00 0 c U SLACK LOOP 1-72CT 462 LF (A N p a~ �O�Lu �Z>O> 0� Uu)UQ ¢ w m �Q m a u- in o W O U . U Q ENGINEER:NATALIE A.FORET DRAWN BY:JEFF WESTENDORF SCALE: rrrs REVISION: 1-TLH-7/20/2018 SHEET OF 34 E%CEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUMCA71ONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. Af1IlI11IRS40MIX Grou Com an FILE:POR_TVA_005_C•RVM;Autocad.dwg 4 NORTH 155' 155' 155' 66' BORE AT 42" PL(1)2-HDPE PULL(1)72CT FIBER LACK LOO THROUGH(N)CONDUIT 1-72CT W/TRACER WIRE FIBER CABLE 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE POR TUA 010,009 COUNTY: WASHINGTON CITY: TIGARD,OR Lu1 CONST.W10# VZ1 FP•1031 Q ® TS SITE NAME KRUSE WAY / Z ® ` CRAN/RING TUALATIN 04 / ~ i 3: i X TS/ RfW jSIW � Lu Fop S/W S/W W U EOP EOP EOP Z Z O OO ON z v ISW BONITA RD i �C� Of v 0> 0 I z -- — - --C L ---- ---------------C L--- - - I---------- I C L - G L Z-- —CL — ------- U Q Q m — 40 { Q m a LL 20, FIB:BUR::119000305 1 ' o w HH RECAPPED ON E w ~ POR TUA_010,009 w U S/W I 11' S/W = U Q —— 1 SL SIW U) Q / - __ T __ -- -- -- -- -- 0 / HH f GRASS Q 02 03 155'BORE ss GRASS = FO ��A� 4 ss'®--------R/W— R/W RAN — < \ ,o j EOP . ENGINEER:NATALIEA.FORE T \ s//� ® �i� TS P/L P/L DRAWN BY:)EFF WESTENDORF \ ® P-8728 SCALE: / REVISION: I-TLH-7/2012018 \ \ SHEET OF 34 E CEPT AS MAY 13E OTHERWISE PRO / / OQ F / TS\ ! I // OIv BY CONTRACT,THESE DRAWINGS A IDDED SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS 14600 SW 72ND AVE SERICCES INC.BOTH BEING ISSUED IN P/L STRICT CONFIDENCE AND SHALL NOT BE A P/L REPRODUCED,COPIED,OR USED FOR ANY j PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. POR_TUA_010,009 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY 40 EXACT- IT IS THE CONTRACTORS AOsR1100rGrou Com any RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PDR TUk005 GRM;Auto d.dwq PLAN VIEW A 1_800-a2"SSS OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURSNOME REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 278' 278' 278' 1 Val/ _ C BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER EXCAVATE Z018-PRI 72ND AVE AND BONITA RD THROUGH(N)CONDUIT 4'X4'BORE PIT TO KRUSE WAY SITE W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN R/W— (n R/W RM/ R/W R/W w SAN S/W —S/W — S/W O S/W EOP EOP EOP EOP EOP � ? j Z Z 0 SW BONITA RD O z N Z v FOP S� IL IL ----— ' - -- --——---——G. —--------- — GL------- ---------—-- p j c) o GL------- 40 - --- - BORE PIT IN GRASS U U)U Q Q w Eop 201 AREA BEHIND SIDEWALK Q m a LLEOPm ss w FIB:BUR::119000305 3 ' EOP U) o ~ r EOP EOP S/W 11, S/W 1 ® w w � LU LU S/W S/W SIW S/W-�- -� LU U = SIW S/W--— __ -- co o_S/W_- -- -- -- -- -- -- -- - -- - -- -O -GRASS 21'- 7 p Q GRASS ss 1 2 3 t�` 269'BORE — GRASS 1-- GRASS= �- 0 0 Oma_R/W R/W ORE _ R/W [g EOP EOP P-1091 Q P-1092 P/L ENGINEER:NATAUE A.FORST w DRAWN BY:JEFF WESTENDORF SCALE: (] REVISION: I-TLH-7/20/2018 EOP EOP EOP P/L P/L SHEET__12__ OF 34 EXCEPT AS MAYBE OTHERWISE PROVIDED BY CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS P /L P/L SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOTBE 14600 SW 72ND AVE P/L REPRODUCED,COPIED OR US ED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD m OBSERVATIONS BUT ARE NOT NECESSARILY " EXACT. IT IS THE CONTRACTORS AF GAl00MGrOU Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POA_TU1W5_C.REVx;Au ad.dwq PLANVIEW E 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48HOURSNOTICEREQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 310' 37 0' 310' 66' i 2 t BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER LACK LOOP PLACE(N) EXCAVATE THROUGH(N)CONDUIT 1-72CT 3"0"06"HH 4'X4'BORE PIT 2018-PRIO KR SSE WAY SITE E AND ITA RD W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON J } CITY: TIGARD,OR / ¢ CONST.WIO# VZIFP-1031 / w sl SITE SITE NAME KRUSE WAY w s w s/w S/W CRANIRING TUALATIN S/W p EOP EOP EOP SW BONITA RD w CL-- ------------- 0 z -—.._. ------CL —..---- --C L " --— ------- > 0- CL - 4 w w 0 21' 23' Z z O 00 N Z �� O ® ss S W EOP S W EOP S/W E 0' z � SS /s/w— s,fw snN z v m Q m_ U) T / LL GRASS GRASS Q w w Q ¢ P-1093 rm w 0 j GRASS O 4 ' P-0083 U 0 GRASS Q �w FIB:BUR::119000305Lu cn Q10 N �/ ss 0 0 _�__ -- — o 146 O _— GRASS — _ — 135'BO RE 130'BORE 4 5 6 ENGINEER:NATALIE A.FORST 38' I a GRASS EOp DRAWN BY:]EFF WESTENDORF (n P/L ® SCALE: G RAS S EOp REVISION: I-TLH-7/20/2018 -J pO P/L SHEET _ OF sa ® EOP EXCEPT AS MAY BE OTHERYASE PROVIDED ND BE IN GRASS AREA BY CONTRACT,THESEDRE APINT E 14fi10 SW77C SPECIFICATIONS SHALL UNICA ION PROPERTY OF MCI COMMUNICATIONS NG ISSU50 IN BEHIND SIDEWALK STRICT CONFIDENCE ANSERVI ES INC.BOTH ID SHALL NOT BE GRASS REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY 0 Roma III solo-111' EXACT. IT IS THE CONTRACTORS Al�s(I1111WGrou Company " RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TUA 00 C-REV2;Au—d.dwg PLAN VIEW C I-8W424.ssss OF ANY AND ALL DAMAGES INCURRED SHALL BE 48HOLR2SNOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 276' 276' 276' . BORE AT 42" PL(1)2 HDPE PULL(1)72CT FIBER Z018-PRI 72ND AVE AND BONITA RD THROUGH(N)CONDUIT WI TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON SIV JA CITY: TIGARD,OR S/W Slvv S/W SY CONST.W/O# VZ1 FP-1031 EOP EOP EOP EOP EOP SITE NAME KRUSE WAY EOP CRAN/RING TUALAnN SW BONITA RD ----C L -- -- ---- CLLIJ-------46'- U Z > O w 2 w U Z Z or 0 EOP EOP EOP EOP o O z U P EOP S/W S/W 6�a E O S/W S/V�t— S/W S/W S/W T)0O LL, 0 S/W GRASS GRASS Z"Q Q m Q m a LL 44' w w 48' ~ o -' N Fn tz P-1094 w o ~ FIB:BUR::119000305 U w GRASS w Q U) GRASS 88' 1� 0 GRASS = 276'BORE ~ I— GRASS v GRASS Q ENGINEER:NATAUEA.FORET R!W R/W R/VV DRAWN BY:]EFF WESTENDORF P\/Vv EOPEOP SCALE: 1-2v-0- REVISION: 1-TLH-7/20/2018 SHEET--u— OF 34 EOP P/L P/L P/L EOP EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE P PROPERTY OFCOMMUNICATIONS P/L P/L SERVICES INC.BMd OTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 6750 SW BONITA RD SS PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS APONSUF'OWGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG. PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR-TUA-005_C-REV2;Autm,d.dwq PLAN VIEW D 1.800.420.5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 4a HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 275' 275' 275' M C2 BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER THROUGH N CONDUIT 2U16 PRI 72ND AVE AND BONITA RD ( ) TO KRUSE WAY Siff W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR INTERSTATE 5 CONST.W/O# VZlFP-1031 OR OVERPASS SITE NAME KRUSE WAY CRANIRING TUALATIN 152' V S/W SNV / c'f / j'/ EOP EOP EOP w / / / / // / / / // / / / // // / / / / / / / / z SW BONITA RD % /j /j ./ / j .// ./ / / /j / / j / ./ j / ./j' ./ / / > o 0� w 60 : ./ j / / / / / . / / / . / . / / / / / / / / / / / Z / / / j _/ / / . / / / - / / / / / / / - / / p v7 U / 4 / / / / ./ / / / / ./ / / / / / / / 0 0 N z _ / / / / / / / / / / /j / // / / O 0- / / / / / / / / / / / / / / / / / / �� v O> z � U) VU w �z Q a m EOP EOP / //. / / / / / -// j j / j/ .// ///j/ // // // < co w LL S/W SSW —�i ._ : ✓' � %/�/�_�� /�/�—.�i�� _�/1_/_,-� _�/; F— O w S/W--- S/ f — S J f --- co GRASS GRASSw p Q a 5 P-2702 w 64' FIB:BUR::119000305 < o U� w cow w GRASS U F- d 1-- ENGINEER:NATALIE A.FORET = GRASS O O O D_ 275'BORE Z O = DRAWN BY:)EFF WESTENDORF -- —� -- -- ---�-- _ __ cn ,.e20. -- -- -- SCALE: I- REVISION: I-TLH-7/2D/2018 T GRASS ® GRASS w O O O O SHEET OF 34 Q < EXCEPT AS MAY BE OTHERWISE PROVIDED R1 y y RI V V Q BV CONTRACT,THESE DRAWINGS AND —�/M v -- ^� SPECIFICATIONS SHALL REMAIN THE F I B:B U R::119000306 PROPERTY OF Mq COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE 6670 SW BONITA RD GRASS REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. EOP P/LEOP UNDERGROUND UTILITIES HAVE BEEN PLOTTED ' FROM AVAILABLE RECORDS AND FIELD p A OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A�i.7Dal�DC�Grou company " RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TUA-005—C•REW:Au .d.dwg PLAN VIEW I8 HOUI-Boo-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE RSN0710E REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH - 233' 233' 233' BORE AT 42" PL(t)2"HDPE PULL(7)72CT FIBER _ THROUGH(N)CONDUIT 2018-PRI 72ND AVE AND BONrrA RD WI TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON INTERSTATE 5 CITY: rlcaRD,oR OR OVERPASS CONST.W/O# VZi FP•1031 SITE NAME KRUSE WAY 4 TS RING ruALanN I>✓ S/w SISI EOP EOP SW BONITA RD w - -- -------- / 46'6 (If O O 23' °O m y o O> EOP UU1UQ z S/w S/w S/w Z m _j co — < J/ w LL S/w Lu S� E GRASS 7 (A GRASS W O U O tn,= 5 5' a Q a NO POLE INFO GRASS cl) z w Of w FIB:BUR::119000306 WZ GRASS W ENGINEER:NATAUE A.FORET = — ® 15383 BANGY RD = DRAWN BY:JEFF WESTENDORF 233 BORE__ _ _ __ GRASS SCALE: 1•-2o,o- 0 — -- -- -- -- — -- -- O-- -- — -- -- — = l GRASS = REVISION: 1-TLH-7/20/201 B ~ 10 2Q ® 1 2 3 ~ 0 j O® GRASS 0 SHEET OF 34 Q ¢Q EXCEPT AS MAY BE OTHERVASE PROVIDED R/W '`/"`/ G SPECIFICATIONS SHALL REMAIN THE D {� \f� PROPERTY OF MCI COMMUNICATIONS SERNCES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE C GRASS REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WTHOUT SPECIFIC WRITTEN F 1 PERMISSION. 4 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY - EXACT. IT IS THE CONTRACTORS AP■�RaSIVI I/Gmu Conran RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POn_TUaoOs C-R—;Arlt—d.dwg PLAN VIEW F 1-BOO-424-5 55 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICEREDUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 380' 380' 380' 66' 1 2 I. BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER LACK LOO PLACE(N) EXCAVATE THROUGH(N)CONDUIT 1-72CT 36NI50"x36"HH 4'X4'BORE PIT 201&PRT02 RUSE WAND B ENITA SITE W/TRACER WIRE FIBER CABLE ECRANIRING WASHINGTON MATCH TO SHEET 16 _ TIGARD.OR d u \ VZt FP-1031 Of O U ' ; \ KRvsewar OI GRASS l S/IIV TUALATIN N 66 �--5 6 HH � TS \`\� Co � EOP S/W S/VV S/VU�-.�_ --- W EOP EOP -~ U z O Lu 1 O�w FIB:BUR::119000306 W U I 0 Z Z 2 O i m SW BANGY RD o O v QI00 ��0-� O a- oo () U -—o,- – 56' O> ~ � -- ---- --- –– -— U v�U Q Q w _ CL -- - m —-- ..-. —— CL —---- -----.- -- ---- Z i U) F !z: I3 ' P-77 2 U ~ FIB:BUR::119000306 P/S Q o, 11' QQ EOP EOP w GRAS 0� __ _ S/W S/W GRASS ENGINEER:NATALIE A.FOREr GRASS ® \ 275 BORE GRASS Q DRAWN BY:JEFF WESTENDORF k RAN\S 2 SCALE: r"zo•-o' REVISION: 1-711-H-7/20/2018 ' VTS SHEET�_ OF 34 EXCEPT AS MAY BE OTTERNASE PROVIDED BY CONTRACT,THESE DRANANGS AND ` Q -3�1 SPECIFICATIONS SHALL REMAIN THE GRASS S/ CR J PROPERTY OF MCI COMMUNICATIONS 6142 BgNITA RD RERVICES INC.PRODUCED,COTH PIED,OGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.CI USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN a PERMISSION. 0 Lu LU O m UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS RiMICOV company RESPONSIBILIGr TY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POa TUk-N5-C-Rm;AiA—d.dwg PLANVIEW G 1_80"24-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH ..ds 274' 274' 274' BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER Ma THROUGH(N)CONDUIT 2018-PRI 72ND AVE AND BONITA RD W/TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON TIGARD,OR CONST.W/O P VZ1 FP-1031 SITE NAME KRUSE WAY CRAWRING TUALATIN �--- FOP Q EOP EOP Q --- '-S/W R/W— D-R/W R/W R/LN — N (!J EOP S/-vv SNV — S/W S/W U Z ❑ p EOP EOP w w W U ~ Z Z � 0� 00 ON z U SW BANGY RD �_w I o 49' 0> z ---..----- - ----_ -----C L-------------------------- U to w CL --- ----------C L---- —-- _ < O w LL 2 1 H 0 J ® FIB:BURA 19000306 T ®® w F ~ P-4153 EOP ® U 0 w S/w P P S/w 1 S/w S/w EOP sS w Q M,W __ __ S1W__ – S/W 1 S/w— — S/W _ S/w w GRASS T P P O O O GRASS 1 ® 274'BORE - ~- - 0 m PP � vv ss R/W R/W RNV R/W GRASS -& T- < O O 0 ENGINEER:NATADE A.FORET LU Q U7 m } m R/W < DRAWN BY:JEFF WESTENDORF Q ® SCALE: W � W � 15180 SW BANGY RD REVISION: 1 TLH-720/2018 ® SHEET _ OF 34 ❑ ❑ EXCEPT AS MAYBE OTHER VA SE PROVIDED BY CONTRACT.THESE OP.AWINGS AND SPEDFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY �} } EXACT. IT IS THE CONTRACTORS AGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TBA_005 C-RM;Aut—d,dwq PLAN VIEW H 1_800.42"S55 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 274' 274' 274' LACK LOO BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER PLACE(N) EXCAVATE a THROUGH(N)CONDUIT 1-72CT 36"x6O"x36"HH 4'X4'BORE PIT 2018-PRI 72ND AVE AND BONITA RD W/TRACER WIRE FIBER CABLE TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN Q Q U) w R!W R > R/W R/W j— R/W U � O -- S"vv-- – SiW SNif 5/W U_—S/W— S/ w D w U :- EOP EOP (nO Z Z 00 z U SW BANGY RD °'(n C"E o °- � of U 20> i-- � EOP U(nUQ ¢ w M P S �Q m C W w .. -- -C L -------------- -- CL-------- --- ----—-C L-----------------------C L_6Q� EOP F- D 1 w o FIB:BURA 19000306 U ® 281 U ss Q ss ss o Ui EOP s5 N LU LU EOP 10'BORES/ S/W EOP EOP w >- s w s/w LU HH -�+5� _` __s S!� Q / S/W 1 S/W 12 ENGINEER:NATAUE A.FORET = 66' 4 5J 6 -- - - - -- -- -- -- -- -- -- ]EFF WESTENDORF GRASS GRASS C C IIL O DRAWN BY: 270'BORE 1 GRASS ~ GRASS = SCALE: I'-Zo-o --- -- R/WQ p p®T REVISION: 1-nH-7/20l2018 --`"— R/W R/W R/W R/W < SHEET�— of 34 4 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND 1 I SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS 15088 BANGY RD I I SERVICESINC.BOTHNFIDENCE BEINrAND SHALL T IN STRICT CONFIDENCE AND SHALL NOi BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC VVRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT- IT IS THE CONTRACTORS A4GTou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TUA_oos C-R-:A�t-d.d g PLAN VIEW I 48 Boaau-555 OF ANY AND ALL DAMAGES INCURRED SHALL BE HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 157' 157' 157' 1 BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER EXCAVATE Z018-PRI 72ND AVE AND RD THROUGH(N)CONDUIT 4'X4'BORE PIT W/TRACER WIRE TO IQ2USE WAY SITErTE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/OVZIFP-1031 SITE NAME KRUSE WAY GRAN/RING TUALATIN j< O > W j R/W R/W W R/W R/W R/W ❑ U Z SIW S/W S/ SIW S/W w ui OP EOP EOP EOP Z Z p 00 O _ U U N In a-EE O T)Of U SW BANGY RD 2 O z � LIJ PSS QUm < Lco o 6)' ❑ ww ----------- V O FIB:BUR::119000306 2 2 I U Q ® EOP EOP LU _ SSW SSW 1 r Fpp S/W S/W— 5' GJ\ ENGINEER:NATALIEA.FORST DRAWN BY:JEFF WESTENDORF ~ 109'BORE 1 0 GRASS GRASS GRASS ® \ t i SCALE: �"-zo•-R- ¢ R/W R/W REVISION: 1-TLH-7/20/2018 \\ \ D SHEET� OF 34 \' N` 0 EX� BVCOPT AS MAY BE NTRACT,THESE TDRAWINGS AHERWISE ND LL / O SPECIFICATIONS SHALL REMAIN THE BOREPIT IN GRASS O PROPERTY OF MCI COMMUNICATIONS SERVICES INC-BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE 15020 BANGY RD AREA BEHIND SIDEWALK \� Ts ` Sew 7' RAN PURPOSE RDUCED.O PIED,SPEO USED FOR IC ENANY PERMISSION, P/S' O A' MATCH TO SHEET 21 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS Aap^OOVGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES ^ CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TUA_00S C-REV2:Au—d.dw9 PLANnfl�1 vI�W V 1.800-42F5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 4a HOURS NOTICEREOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH MCI- 27T 27T 27T 66' 1 7 C BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER ISLACK LOOP PLACE(N) EXCAVATE THROUGH(N)CONDUIT 1-72CT 36N60'06"HH 4'X4'BORE PIT 2018-PRILCRAN/RING: US WAY S72ND AVE AND ITE ITA RD W/TRACER WIRE FIBER CABLE WASHINGTON TIGARD,OR VZ1 FP-1031 KRUSE WAY TUALATIN } Q - R/W -RXV RM/ -3:R/W R/W - --S/W --- —S/W �.S/W > S/lV Sr W U Z EOP EOP EOP EOP W O w Z Z cif SW MEADOWS RD 00 0 U U cu O a- �� U 0j NORTH 276' 276' 276' 1 BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER EXCAVATE 2018-PRI 72ND AVE AND SITE RD THROUGH(N)CONDUIT 4'X4'BORE PIT TO KRUSE WAY SITE W/TRACER WRE COUNTY: WASHINGTON f I CITY: TIGARD,OR �+ Ir Q CONST.W/O# VZi FP-1031 SITE NAME KRUSE WAY CRAWRING TUALATIN O i Q W 0 co 46 m R , j W 0 J R/Vv R/W -R/W Y w —S1W NV S/W SV Z SIW �/ U > O w EOP EOP EOP EOP w > ZZ 00 O Z SW MEADOWS RD j a R o D_ �ofU 0� ~ O UtAU Z w Q Q m - --- C L- ------ ---- -C L--- - --- - ---..-.C L .---------61'._--- ---- Q m a LL CL------------- - - w w F- 0 —1 BORE PIT IN GRASS cl) F AREA BACK OF EOP 2 ' FIB:BUR::119000306 ui D ~ N ® U O Lu 4 U LU EOP 4_ GRASS ® ® EOP EOP N Q o--- I�VI �-� } 63'BORE � I Sew 0 0 1 T Sew LU w -- -- SM),- _ S/W __ 5Jb'V -- - -- _ --— cn GRASS GRASS Q 213'BORE - o GRASS GRASS GRASS R/W _RNV = ENGINEER:NATALIE A.FORET R/W R/W R` D RAWN BY:3EFF WESIENDORF T- w < SCALE:6302 MEADOWS RD >U REVISION: i-TLH-7/20/2018 � > SHEET—22— OF 34 EXCEPT AS MAY BE OTHERVASE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERNCES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY Am m EXACT. IT IS THE CONTRACTORS ARNMAGNOWGr Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:POR_TUA_005_C-REW;A�.d.d.g PLAN VIEW L 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE a8HOURSNOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 276' 1 276' 1 276' I_ BORE AT 42" PL(1)2'HDPE PULL(1)72CT FIBER THROUGH(N)CONDUIT 2018 PRI 72ND AVE AND BONITA RD W/TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD.OR CONST.W/O# VZl FP-1031 SITE NAME KRUSE WAY CRAWRING TUALATIN R/W \ W \\ �_ R/W RAN � O \ F- LU 5/W S/W S/W S/w W U (� Z ct 0 EOP EOP EOP EOP EOP O O OO Z U SW MEADOWS RD 2 W o 2 Z U m J CL --- ---- --C L----- - 40'_. - - C L--- - -----._. __._._. G L. - -- - - ---C L Q- IL LL m Ly w ® 20' FIB:BUR::119000306 F/5 L N 3 , W o O LU EOP EOP EOAR Q T_ — S/w S/W 1 1 276'BORE S/W o- - -- __ __ __ S/w _ S/w S/W _ _ _S/W— --- U) I- -- J - -- -- -- -- - - -- - -- -- --- � 0 _ ® GRASS GRASS GRASS 02 30 I I I T - ® RAN— R/W R/W R/W ® R./W- g ® O Q Q ENGINEER:NATALIE A.FORET W DRAWN BY:JEFF WESTENDORF {J;.I SCALE: I'=2W-V 6610 MEADOWS RD REVISION: I-TLH-7/2D/2018 0 P/L P/L SHEET OF 34 OO EXCEPT AS MAY BE OTHERWISE PRONDED BY CONTRACT,THESE DRAWINGS AIID SPECIFICATIONS SHALL REMAIN THE PROPERTY OF Md COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AF=;MOa00WGroup�Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:POR_TUA_oos C-RM;Aumcaa.dwq ®� VIEW fll fl M fl 1-e00-42a5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE v v v Ie HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 276' 276' 276' 66' 1 1 BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER LACK LOO PLACE(N) EXCAVATE THROUGH(N)CONDUIT 1-72CT36 k60"x36"HH 4'X4'BORE PIT 2018-PRI 72ND AVE AND BONITA RD W/TRACER WIRE FIBER CABLE TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.WIO# VZIFP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN 0 W U z O R/W R/W R/W —R/W j W U z /W Z [if sm S/W S/W S/W - p —S/w 00 ON Z C ) EOP EOP EOP EOP N L d O> Q� z SW MEADOWS RD Z U Q Q m Q m IZ L ui --------- C L--------- -----— ------CLP/5-- ---- -P/S 3 } —CL- -- - --- ... - ® 20' FIB:BUR::119000306 U O M ® a ® EOP EOP — EOP EOP 0' N s!w 1 's/w 211'BORE _5/w_ s/w 1 s/w LU J�S 65 BORE w I w cn L S/W _ Sib^— -- -- —4GRASS®_ ® d �_ GRASR/W-- RNV GRASS P/S 1 2 3 0 LU R/W_ ENGINEER: S:FWEA.NDORINEW HH Iss' DRAWN BY:3EPFwESTENDORF EOP EOP EOP 1 Q'OFF EOP . SCALE: 11l REVISION: I-TLH-7/20/2018 >�/ SHEET OF 34 Ly EXCEPT AS MAY BE OTHERNASE PROVIDED P/L P/L P/L P/L Li Q BY CONTRACT,THESE DRAVANGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF Mq COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN 6000 MEADOWS RD STRICT CONFIDENCE AND SHALL NOT BE EOP REPRODUCED,COPIED,OR USED FOR ANY PVRPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD Flu p_ OBSERVATIONS BUT ARE NOT NECESSARILYin EXACT. IT IS THE CONTRACTORS ANS 99 WGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POa_TBaoos_C-REV2:ANo,,d.dwy PLANVIEW N I-Boo-424ssss OF ANY AND ALL DAMAGES INCURRED SHALL BE dB HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 27fi' 276' 276' BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER THROUGH(N)CONDUIT 201&PRI 72ND AVE AND BONiTA RD W/TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W10 III VZIFP-1031 SITE NAME KRUSE WAY CRANIRING TUALATIN Cn Lu EOP U z -R!W--- —R/W R!W R/W R/VV Q R!W W OU w Z 0 S/W S/W S/W S/W— -S/W-> 0L.O NO Z U Non-E O a- EOP EOP EOP EOP ()f w U O �O> cl� Uu)UQ z w SW MEADOWS RD g zQ m D- LL m � � w iLi __...--CL- --- -- -CL-- - - -CL - -- ------------ 3 1 0 J _ --C L-------—---.-- - ------ - --- U1 ~ C L _ ------- _.--- CLI— FIB.BUR::119000306 �Q U p N Q w EOP EO T EOP EOP EOP = s/w 1I S/w 1 276'BORE w sNv -- -- _ _s/W=� s/vv 10 OO ® s/w w S/W _ _ ~ P P � R/W P P r -- -- -- -- -- -- -- - s/W H R R/W P/S �® ®/Alo P/s R/W P P -- -- o ENGINEER:NATAUE A.FORET < DRAWN BY:)EFF WE5fENDORF EOP EOP ®EOP Q SCALE: 1--a0'-0" EOP REVISION: 1-TlH-7/20/2018 VERIZON PED SHEET�� OF 39 P/L ITI EXCEPT AS MAY BE OTHERW SE PROVIDED BY CONTRACT,THESE DRANANGS AND SPECIFICATIONS SHALL REMAIN THE Lu -0 P/L PROPERTY OF MCI COMMUNICATIONS P/L P/L SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE 5800 MEADOWS RD REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AI'INING OURfa004CWVGrou p Com p an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PDR TUA_00s c-REV2;Au .d.Ewq PLAN VIEW O azassss OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REOUIR Z. AT THE EXPENSE OF THE CONTRACTOR. NORTH 289' L 289' 289' 1 . BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER EXCAVATE THROUGH(N)CONDUIT4'X4'BORE PIT 2018-PRI 72ND AVE AND BONITA RD W/TRACER WIRE TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD.OR CONST.W/O A VZ1FP-1031 SITE NAME KRUSE WAY `l\ CRAN/RING TUALATIN 1�Sew EOp w U RM, z FQP \\ --------..._. .- - w ---- �` 5665 MEADOWS RD 0 - -� W U j 00 O w EOp Ct EQp R/!�� c N Z F- Lu \ a�Nix o w Of Lu o 1 o PSS 111'BOR~`S/�'- 0 �' `V�,jEgOO 5 �' `� Z U m m PSS _ CC S RQ FQp _ � 0 w IJ c EQp S/Vv (n , 1 ® E U p �1 �! 6 P S S/W Op r 1 �.. ck FQP U P/L 4� / GRAS - -,... CL R"PV ` FIB:BUR::119000306 ENGINEER:NATALIE A.FOREf -- BORE PIT BEHIND SIDEWALK \0 \s/ S w --- N SCALE: DRAWN BY:TEFF WESfENDORF \ O \\lv / W r"zo-o 12'OF EOP s \03 ` EOp w REVISION: 1-TLH-7/20/2018 17$'B (f)ORE SHEET--2G_ OF 34 O By CONTAS MAY BE RACT.THESE DRANASDDED GS AND S -S/ PEGFICATIONS SHALL REMAIN THE _ PROPERTY OF MG COMMUNICATIONS `� S/� F— STRICT CONFIDENCE INC.BOTH RNID SHALL ISSUED P L \ BE NO ADDRESS _�- c PUREPRRPOO SE METHOUTISPECIF CUSED WRI EN ANY C PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AsA^OOr Group company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL_BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PoR TukN5 C-RM;A"eo<"a.m,9 PLAN VIEW P 48 HOUR1 800-424-5555 S NOTICE REOUIREO OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR. NORTH 280' 280' 28D' � �. BORE AT 42" PL(1)2"HDPE PULL(1)72CT FIBER THROUGH(N)CONDUIT 2018-PR[72ND AVE AND BONITA RD TO KRUSE WAY SITE WI TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.WIO# VZ1 FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALaTIN 7d i � EOP cn _ — -- w Rfw I�-- LU Sly w ~ ~ w U � 5i 4N_ EOP t;L P/S Z Z 0 E -- `��-----___ --S1W__ -� P/5 - EOP o O O U s _ N EOF SSW — -------- _.. ..._- ��a� zo � EOP .-- U EOP _ V� _ EOP O> LU UU)UQ Q w ss �7 �Z _j m _ S/W - o --- SW MEADOWS RD I -' - 3 1 I f Sl r GRAss-RAW ¢ r��- 04 w o EOP ® EOP S/W - J U _LU Uj EOP f\N T _ S �S/W S�W 280 BORE 70 GSRAS/w - _� GRASS T d (DGRASS P P Q 0 ENGINEER:NaTaLIEA.FOREr FIB:BUR::119000306 Uj P/L DRAWN BY:]EFF WESTENDORF SCALE: 5500 MEADOWS RD REVISION: I-TLH-7/2012018 SHEET�L OF 34 EXCEPT AS MAYBE OTHEVISE PROVIDE❑ BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY *' EXACT. IT IS THE CONTRACTORS A=30aaAMGrov Company " RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:POR TUA_D05 C-RM;Autocad.dwg LAS VIEW II�1�� Q n 1-800-424.5I55 OF ANY AND ALL DAMAGES INCURRED SHALL BE PLAN N H tl 48 HOURS NOTICEREOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH BORE AT 42" PL(1)2 HDPE PULL(1)72CT FIBER LACK LOOP THROUGH(N)CONDUIT 1-72CT 2018-PRI 72ND AVE AND BONITA RD Wl TRACER VIRE FIBER CABLE TO FUSE WAY SITE COUNTY: WASHINGTON.. CITY: TIGARD,OR CONST.W10# VZI FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN J-RAW EOP EOP W U Z PSS --C L ------ ----------— — > O P s — ---cL--------- 3 � — L c�--------EOP w 0 EOp --- SW MEADOWS RD 1 Z Z 00 O Z U P S -f Gt-'- ~-.P/S F— �= EOP (D O C EOP FIB:BUR::119000306 EOp r SSW ��0> F- Of �n� S/W S,w S/VV U cn U Q Q Lu .r S W —S'V V 2 Z m J L 37 BORE 66' 1 GRASS R/W < p w ui N ® - /W �® GRASS w f pr MEET ME HH w W n BACK HALF OF SIDEWALK " EOP > U O 0 1O 2� EOP Q Q , a ®Op�,�� FQ w ,p PSL ENGINEER:NATALIE A.FORET P/L VERIZON CABINET P/L DRAWN BY:JEFF WESTENDORF r=z0.0 5500 MEADOWS RD SCALE: REVISION: 1-TLH-712012018 SHEET 28 OF 34 EXCEPT AS MAY BE OTHERVASE PROVIDED BY CONTRACT.THESE DRAVANGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUMCATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPROOUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AlC'7DoCVM GroupCompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR Tuaoas_C-REW AmA—d. g L�� VIEW 1-800-424.5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE \, 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. 36"X60"X36" HH DETAIL 2018-PRI 72ND AVE AND BONITA RD TO ICRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZi FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN w U Z > O � � w w U Z Z 00 0 z U (D O a- o 0> 0� UvyUQ Q w �Q m m fY L F- w 0 J 0 o w ° U U a ENGINEER:NATALIE A.FORST DRAWN BY:JEFF WESTENDORF SCALE: Brs REVISION: 1-TLH-7/20/2018 0 oOTHERWISESHEET�� OF 3a EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, A 1�400W Group Company MATCH TO HH ON PG 13 A FILE:PDa_TUtioos C-RM;�d.dwq 36"X60"X36" HH DETAIL MCI. 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN a o U) w U Z cr o Lu w Z Z � o O 0 z c) N10aE O a a 2w UcAUQ Q w Z m Q m a_ a N U) j a a w o U U Q ENGINEER:NATAUE A.FORET DRAWN BY:JEFF WESTENDORF SCALE: — REVISION: I-TUH-7/20/2018 0 o SHEET OF 34 EXCEPT AS MAY BE OTHERNASE PROVIDED BY CONTRACT,THESE DRAWNGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OFMq COMMUNICATIONS SERMCES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,CORI ED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, A I�i�i1/Grou Com an MATCH TO HH ON PG 15 A FILE:POR TUA_005 C-REV2;AWocad.dwg 36"X60"X36" HH DETAIL 1- 2018-PRI 72ND AVE AND SONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1031 SITE NAME KRUSE WAY .RAN/RING TUALATIN 0 0 W U Z > O � � w W U :D co Z Z 0 00 NN z v 0 as�� O a 0 �20� � ° Uwc) Q w �Q j m m d LL LLI W O 0 0 U Q ENGINEER:NATALIE A.FORET DRAWN BY:)EFF WESTENDORF SCALE: NTs REVISION: 1-TLH-7/20/2018 0 0 SHEET--u— OF 34 EXCEPT AS MAY BE OTHERMASE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. ( am A ifiA^001/Grou Com an MATCH TO HH ON PG 16 A FILE;POR_TllA_005_C-REV1;Au[xad. 36"X60"X36" HH DETAIL - 2018-PRS 72ND AVE AND BONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN 0 0 W U Z > 0 w w U U Z Z 0 00 NN z v 0 (I)w 0� O a- 0 _ 0 FA U U cn U Q Q w gZ < m Q m IZ u- p W W 0 0 0 U U ENGINEER:NATALIE A.FORET DRAWN BY:JEFF WESfENDORF SCALE: Rrs REVISION: I-TLH-7/20/2018 0 0SHEET OF 34VI EXCEPT AS MAY BE OTHERWISE PRODED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. AliGrou Com an MATCH TO HH ON PG 17 A FILE:POP.TUA WS C-REWz;artx.amy 36"X60"X36" HH DETAIL - 2018-PRI 72ND AVE AND BONITA RD TO KRUSE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZlFP-1031 SITE NAME KRUSE WAY CRAN/RING TUALATIN 0 0 w U Z w w O Z Z U O a F 0 0 ��0� ~ 0Y UcAUQ ¢ w gQ m a m LLL U D Q ENGINEER:NATALIE A.FORET DRAWN BY:JEFF WESTENDORF SCALE: NTs REVISION: 1-7LH-7/20/201 s 0 0SHEET OF 34 EXCEPT 45 MAY BE OTHERV/ISE PROVIDED BY CONTRACT,THESE DRAVANGS AND SPECIFICATIONS SFIALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE VVITHOUT SPECIFIC WRITTEN PERMISSION. A FINNEL909PW Group Company MATCH TO HH ON PG 21 A FILE:POR TUA_N5 C-RM;A.t-.d.awy 36"1X60"X36" HH DETAIL 2018-PRI 72ND AVE AND BONITA RD TO KRLISE WAY SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W10# VZI FP-1031 SITE NAME KRUSE WAY CRANIRING TUALATIN o a U) w U Z > O � � w Lu U Z Z � 000 z U mU)0-H� O a O 0> � � L)U)0 Q w gZ J m Q m (2- LL 0 w w � � J U) F- 0 0 ui ° ENGINEER:NATAUE A.FORET DRAWN BY:JEFF WESTENDORF SCALE: NTs REVISION: 1-TLH-7/20/2018 a a SHEET _ OF Ja EXCEPT AS MAY BE OTHERWISE PRODDED SV CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, A I+ Ai r oup Company MATCH TO HH ON PG 214 A FILE:POR_TUA_005 C-REV2;A4—d.dxg MCI METRO PORTUA 005 C SW BONITA RD-BANGY RD-MEADOWS RD: SW 72ND AVE TO KRUSE WOODS DR TIGARD, OR CONTACTS SHEET INDEX , 90`"�� NATALIE A. FORET No. DESCRIPTION s H&M ENGINEERING � 1 COVER 503-758-7227 2 GENERAL NOTES NFORETQHENKELS.COM a 3-5 PH-1; 72ND& BONITA y 6-8 PH-2; BANGY& BONITA 9-11 PH-3; BANGY& MEADOWS 12-13 PH-4 MEADOWS 14 PH-5& PH-6 MEADOWS TO END gam:, QHunt Cfuh 0 Tride•.toe s The Horne Depot P VICINITY MAP � e TWN DIAL VZ1 FP-1031 LA SEC: TEMPORARY 811 NNN, ' 1947 CXTER RD NE RNG: UTILITIES SALEWOR TRAFFIC CONTROL SHT PH: 971.600.0601 CALL LOCATE 1 FAX:971.276.1862 - - --- - DRWN: TPOTE PLAN BEFORE OF 14 nxutilities.com SCALE:NONE DATE: 7-19-18 MERGING,SHIFTING, AND SHOULDER TAPER LENGTHS GENERAL NOTES: AND NUMBER OF CHANNELIZATION DEVICES USED (ALL MINIMUMS) — INDIVIDUALS WHO ARE KNOWLEDGEABLE IN THE PRINCIPLES OF PROPER TTC LANE 10 FEET 11 FEET 12 FEET SHOULDER TAPERS SHOULD BE ASSIGNED RESPONSIBILITY FOR SAFETY IN TTC ZONES, TO CHECK THAT WIDTH ASSUMES 10'SHOULDERS) ALL TTC DEVICES OF THE PROJECT ARE REASONABLY CONSISTENT WITH THE TTC L 1/2 L L 1/2 L L 1/2 L PLAN AND ARE EFFECTIVE IN PROVIDING REASONABLY SAFE CONDITIONS FOR MOTORISTS, BICYCLISTS, PEDESTRIANS, AND WORKERS. MPH MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MPH (ft) DEVICES LENGTH — AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/OR WORKING 20 70 6 35 3 75 6 40 3 80 6 40 3 20 25 3 CONDITIONS SHOULD BE MODIFIED IN ORDER TO PROVIDE REASONABLY SAFE AND 25 105 6 55 4 115 7 60 4 125 7 65 4 25 35 3 EFFICIENT ROAD USER MOVEMENT AND TO PROVIDE WORKER SAFETY. THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL 30 150 8 75 5 165 9 85 5 180 10 90 5 30 50 3 APPLICABLE OR REMEDIAL SAFETY MEASURES ARE TAKEN. 35 205 8 105 5 225 9 115 5 245 9 125 5 35 70 4 — ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS 40 270 10 135 6 295 11 150 6 320 12 160 6 40 90 4 PRACTICAL WHEN THEY ARE NO LONGER NEEDED. 45 450 16 225 9 495 18 250 9 540 19 270 10 45 150 6 — WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TTC DEVICES THAT ARE 50 500 14 250 8 550 15 275 8 600 16 300 9 50 170 6 NO LONGER APPROPRIATE SHALL BE REMOVED OR COVERED. 55 550 15 275 8 605 16 305 9 660 18 330 9 55 185 6 — AUDIBLE INFORMATION DEVICES ARE TO BE USED, TO ASSIST PEDESTRIANS WITH 60 600 16 300 9 660 18 330 9 720 19 360 10 60 200 6 VISUAL DISABILITIES, WHERE NEEDED. 65 650 17 325 9 715 19 370 10 780 21 390 11 65 220 7 — ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES. 70 700 19 350 10 770 20 385 11 840 22 420 12 70 235 7 — ALL TTC WILL BE COMPLIANT WITH THE MUTCD MANUAL 2012. shoulder taper equals Shoulder Iffidth x Speed/3 DEVICE SPACING CHART 50/70 mph 40 ft 80 ft 35/45 mph 30 ft 60 ft 25/30 mph 20 ft 40 ft ' The number of channelizing devices listed is the minimum required.Use of more devices should be considered if additional delineation is desired. " Termination taper,when used,should have a minimum length of 100 ft per Ione with devices placed approximately 20 ft O.C. VZ1 FP-1031 TVVN: SEC: POR_TUA_®®wC DIAL8 W.O.: 1947 CLAXTER RD NE RNG: 2��pp p �p x h s SALEM,OR GRAL NOTES SHT UTOU-0�"0E-S PH: 971.600.0601 CALLLOCATE FAX:971.275.1852 BONITA RD-BANGY-MEADOWS RD BEFORE YOU rDATE: TI GAR D OR RN:T POTE nxutitities.com SCALE: NONE ?/19/2018 DIG OF 14 TRAFFIC CONTROL LEGEND D M FLASHING ARROW BOARD m BARRICADE ( 1 FLAGGER TYPE 2 BARRICADE TRAFFIC SIGNAL TYPE 3 BARRICADE HIGH LEVEL WARNING DEVICE o K—RAIL b TRAFFIC SIGN ® WORK AREA Cl TRAFFIC SIGN W/STAND PHA5� # I SW BONITA RD 35 MPH a- 2 s ® s 11'MIN.LANE N a 0 CONSTRUCTION HOURS: 9:30AM-3:OOPM/9:OOPM-5:OOAM WORK AREA SHIFTS AS s s CONSTRUCTION ALLOWS DRIVEWAY(S)TO REMAIN OPEN AT ALL 71MES245' 250' CONTRACTOR SHALL NOTIFY 250' 250' 250' 250' MERGING TAPER � PROPERTY OWNER 72 HOURS IN ADVANCE OF DRIVEWAY CLOSURE oxo A kms v MAINTAIN 4'MIN.PEDESTRIAN CROSSWAY AT ALL TIMES FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA AS REQUIRED. TRI—MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI—MET DISPATCH VZ1 FP-1031 TWN: PORK l U °Q 005 DIAL W.O.: SEC: 1947 CLAXTER RD NE RNG: MM//�� 22 ' SALENi,OR PW/�i1�L� I SHT PH: 971.600,0601 CALL LOCATE FAX:971.275.1852 30 0 60 BONITA RD-BANGY-MEADOWS RD BEFORE YOU tT� fx`� DRN:T POTE nxutilities.com SCALE: 1"=60' DATE:7/19/2018 TIGARD, OR DIG OF 1 4 MATCH TO AA-SHT 5 TRAFFIC CONTROL LEGEND BL-OZM w d01S01 FLASHING ARROW BOARD BARRICADE 03a3e3ad Q= CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC OPERATIONS(503-691-3026: TUALATIN/ FLAGGER TYPE 2 BARRICADE N o 503-718-2462: TIGARD)FOR TRAFFIC SIGNAL z z ^'' SHUTDOWN 72 HRS PRIOR TO WORK REQUIRING LANE CLOSURES WITHIN THE INTERSECTION. TRAFFIC SIGNAL TYPE 3 BARRICADE FLAGGERS,DESIGNATED LANE CLOSURES,AND SIGNAGE �•� VL-OZM N WILL BE PLACED FOR PROPOSED CONSTRUCTION M HIGH LEVEL WARNING DEVICE o K-RAIL ACTIVITIES AND REMOVED IMMEDIATELY AFTER PROPOSED 1 <s> WORK IS COMPLETE. b TRAFFIC SIGN ® WORK AREA d TRAFFIC SIGN W/STAND KEEP RIGHT o woo o wo 0o�_ R4-7AR 3 m 0 3 Y Q Q Q 250' 250' SW BONITA RD 250' 250' M 35 MPH N 11'MIN.LANE s a 11'MIN.LANE a a 11'MIN.LANE 0 11 MIN.LANE — 2s' g 5 s 5 s m 1--25' i 100'1 w w f �l J Z Z KEEP l5 RIG 250' 250' a R4-7AR13 � CONSTRUCTION HOURS: Y 6VL-689:30AM-3:OOPM/9:OOPM-5:OOAM oar CI �m n a WORK AREA SHIFTS AS ¢_a d3 3>1 CONSTRUCTION ALLOWS O m W Z z::) 5 DRIVEWAY(S)TO REMAIN cy OPEN AT ALL TIMES N z CONTRACTOR SHALL NOTIFY PROPERTY OWNER 72 HOURS IN V) ADVANCE OF DRIVEWAY CLOSURE 7 W20-7A MAINTAIN 4'MIN.PEDESTRIAN CROSSWAY AT ALL TIMES FLAGGER TO DIRECT AND ASSIST Z PEDESTRIANS AROUND WORK AREA r` AS REQUIRED. BE V PREPARED (n TO STOP TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO W20-78 CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET DISPATCH MATCH TO BS-SHT 5 VZ1 FP-1031 sTWN I�®G _T A_®05_C SALEfwOR DI AL � W.O.: 1947 ED NEE RNG: PHASE LS � SHT a� U7DD_D�DFES PH: 971.600,0601 A FAX:971.275.1852 30 0 60 BONITA RD-BANGY-MEADOWS RD BEFORE YOU DRN:T POTE nxutilities.com SCALE: 1"=60' DATE:7/19/2018 TIGARD OR DIG OF 14 MATCH TO BB-SHT 4 b 4 0 N l.Li Q CENTER LANE Q� CLOSED z AHFAD o W9-3 N 4 ROAD WORK AHEAD W20—� L-OZM m/3Htl NaOM (� f7 avoa v UU 0 (la)s-ozMN w CONSTRUCTION HOURS: miN�u Q PHA5F I WORK AREq$HMDOPM-5:OOAM =M Z AS clj CONSTRUCTION ALLOWS DRIVEWAYS)TO REMAIN OPEN AT ALL TIMES cn TRAFFIC CONTROL LEGEND CONTRACTOR SHALL NOTIFY " PROPERTY OWNER 72 HOURS IN 0 ADVANCE OF DRIVEWAY CLOSURE 4 0 FLASHING ARROW BOARD BARRICADE MAINTAIN 4'MIN,PEDESTRIAN CROSSWAY AT ALL TIMES FLAGGER TYPE 2 BARRICADE FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA TRAFFIC SIGNAL TYPE 3 BARRICADE AS REQUIRED. TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED HIGH LEVEL WARNING DEVICE o K-RAIL AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET b TRAFFIC SIGN DISPATCH WORK AREA d TRAFFIC SIGN W/STAND MATCH TO AA-SHT 4 VZ1 FP-1031 SEC: POG TMA ®®5 C DIAL o vv o.: SEC: x; � iy.L � 1947 CLAXTER RD NE RNG:JR; O SALEM,OR PHASE I SHT D °` u700-070E—s PH: 971.600.0601 CALL LOCATE {rn FAX:971.275.1852 30 ° 60 DRN:T POTE BONITA RD—BANGY—MEADOWS RD BEFORE YOU /p nxutilities.com SCALE: 1"=60' DATE:7/19/20181 TIGARD, OR DIG OF 14 MATCH TO SHT 7 Q <9> z M W20-5(RT) p n pp 00 N SW BONITA RD 250' CONSTRUCTION HOURS: 35 MPH 9:30AM-3:OOPM/9:OOPM-5:ODAM WORK AREA SHIFTS AS s CONSTRUCTION ALLOWS a a DRIVEWAY(S)TO REMAIN OPEN AT ALL TIMES CONTRACTOR SHALL NOTIFY �S 11'MIN.LANE PROPERTY OWNER 72 HOURS IN s PAMNG ADVANCE OF DRIVEWAY CLOSURE szv MAINTAIN 4'MIN.PEDESTRIAN 75' 250' fn1 CROSSWAY AT ALL TIMES u (� =oo FLAGGER TO DIRECT AND ASSIST g'o z PEDESTRIANS AROUND WORK AREA 4 AS REQUIRED. Q J Z: TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED o z AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET DISPATCH a a io PHA5F # 2cnCl- TRAFFIC CONTROL LEGEND D FLASHING ARROW BOARD BARRICADE o n F FLAGGER ® TYPE 2 BARRICADE Q m TRAFFIC SIGNAL TYPE 3 BARRICADE ROAD WORK AHEAD HIGH LEVEL WARNING DEVICE o K-RAIL W20-1 b TRAFFIC SIGN ® WORK AREA d TRAFFIC SIGN W/STAND VZ1 FP-1031 SEC: G�®G� I�M�1°_®®5_C DIAL W O.: 1947 CLAXTER RD FIE RNG: O SALM OR PHASE 2 SHT ra PH: 971.600.0601 CALL LOCATE FAX:971.275.1852 ao 0 so BONITA RD-BANGY-MEADOWS RD BEFORE YOU ' DRN:T POTE1 11 TIGARD OR nzutilities.com SCALE: 1"=60' DATE:7/19/2018DIG OF 14 MATCH TO SHT 8 II I II I II r II I I I I I CONSTRUCTION HOURS: 9:30AM-3:OOPM/9:OOPM-5:OOAM j WORK AREA SHIFTS AS CONSTRUCTION ALLOWS I DRIVEWAY(S)TO REMAIN I OPEN AT ALL TIMES I CONTRACTOR SHALL NOTIFY I PROPERTY OWNER 72 HOURS IN I I ADVANCE OF DRIVEWAY CLOSURE MAINTAIN 4'MIN.PEDESTRIAN CROSSWAY AT ALL TIMES FLAGGER TO DIRECT AND ASSIST _ PEDESTRIANS AROUND WORK AREA a AS REQUIRED, CD Z r' TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED Q AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO m CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET DISPATCH V d PHA5� # 2 N m TRAFFIC CONTROL LEGEND D FLASHING ARROW BOARD BARRICADE I I II ' d FLAGGER TYPE 2 BARRICADE I I II II TRAFFIC SIGNAL ®TYPE 3 BARRICADE I I II II HIGH LEVEL WARNING DEVICE e K-RAIL I I II N d TRAFFIC SIGN I I ® WORK AREA d TRAFFIC SIGN W/STAND pI MATCH TO SHT 6 VZ1 FP-1031 TWN: G OR TUB 005 DIAL W.O.: SEC: 1947 CLAXTER RD NE RNG: MM/� 22 � r SALEM,OR PHASE 2 SHT ��(LD�D�S PH: 971.600.0601 CALL LOCATE z FAX:971.275.1862 30 0 60 BONITA RD-BANGY-MEADOWS RD BEFORE YOU DRN:T POTE TI GAR D O R C14 nxutilities.com SCALE: 1"=60' DATE:7/19/20 1 8 DIG Or t-ozm >-a- CONSTRUCTION HOURS: 9:30AM-3:0OPM/9:OOPM-5:OOAM OV3HV Z ', WORK AREA SHIFTS AS MOM m CONSTRUCTION ALLOWS DRIVEWAY(S)TO REMAIN OPEN AT ALL TIMES ooq Cl CONTRACTOR SHALL NOTIFY o �3�a PROPERTY OWNER 72 HOURS IN N 25d ADVANCE OF DRIVEWAY CLOSURE f Q MAINTAIN 4'MIN.PEDESTRIAN tS CROSSWAY AT ALL TIMES s� 1-4 FLAGGER TO DIRECT AND ASSIST Q PEDESTRIANS AROUND WORK AREA u� — AS REQUIRED. TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET DISPATCH MEADOWS RD 30 MPH �HAS� # 2 0 TRAFFIC CONTROL LEGEND Q� FLASHING ARROW BOARD BARRICADE m w o PFLAGGER ® TYPE 2 BARRICADE TTRAFFIC SIGNAL TYPE 3 BARRICADE HIGH LEVEL WARNING DEVICE K-RAIL b TRAFFIC SIGN I I ® WORK AREA d TRAFFIC SIGN W/STAND I MATCH TO SHT 7 VZ1 FP-1031 TWN: SEC: POR TUA ®®5 C DIAL w.o' x 1947 CLAXTER RD NE RNG: 811 SALEM,OR P HAS E 2 S HT U79LD7DF-S CALL LOCATE PH: 971.600.0601 a., FAX:971.275.1852 30 ° 60 BONITA RD—BANGY—MEADOWS RD BEFORE YOU DRN:T PATE /� nxutilities.com SCALE: 1"=60' DATE:7/19/2018 TIGARD, OR DIG OF 14 MATCH TO SIFT 10 I I I I I I I I I I I II CONSTRUCTION HOURS: I 9:30AM-3:OOPM/9:OOPM-5:OOAM I I WORK AREA SHIFTS AS CONSTRUCTION ALLOWS I I I DRIVEWAY(S)TO REMAIN I I OPEN AT ALL TIMES I CONTRACTOR SHALL NOTIFY I I PROPERTY OWNER 72 HOURS IN I I ADVANCE OF DRIVEWAY CLOSURE I I MAINTAIN 4'MIN.PEDESTRIAN I I CROSSWAY AT ALL TIMES z 1 I FLAGGER TO DIRECT AND ASSIST zl I PEDESTRIANS AROUND WORK AREA ml 1 AS REQUIRED. TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO o CONSTRUCTION AND MUST BE KNOW-EDGED BY TRI-MET DISPATCH d a I{I�J^J //A\] z ftIGHi LPNE �w2D-s(Rr) N TRAFFIC CONTROL LEGEND O ROAD WORK FLASHING ARROW BOARD BARRICADE AHEAD 0 W20-, FLAGGER TYPE 2 BARRICADE Amh TRAFFIC SIGNAL TYPE 3 BARRICADE HIGH LEVEL WARNING DEVICE a K-RAIL b TRAFFIC SIGN ® WORK AREA d TRAFFIC SIGN W/STAND VZ1 FP-1031 TNSEC POI TUU ®05 DIAL w.o.: t. �t'rr� . : 1947 CLAXTER NE RNG: I�rNi1AS s SHT ' UTOLATO[ES _ _MEADOWS RD BEFORE YOU CALL LOCATE PH: 971.600.0601 FAX:971.275.1852 30 60 BONITA RD BANGY DT PTIGARD OR OF 14 nxutilities.com SCALE: 1"=60' DATDIG MATCH TO BB-SHT 11 8L-OZM dols of n OIJVd3lJ6 1S 39 w w z CONSTRUCTION HOURS: VL-ON 9:30AM-3:OOPM/9:OOPM-5:OOAM ? WORK AREA SHIFTS AS CONSTRUCTION ALLOWS DRIVEWAY(S)TO REMAIN OPEN AT ALL TIMES n w o m CONTRACTOR SHALL NOTIFY m a a o PROPERTY OWNER 72 HOURS IN on 3 3 ADVANCE OF DRIVEWAY CLOSURE "' 250' 250' MEADOWS RD a— MAINTAIN 4'MIN.PEDESTRIAN 30 MPH CROSSWAY AT ALL TIMES s/w FLAGGER TO DIRECT AND ASSIST + 11'MIN.LANE Q PEDESTRIANS AROUND WORK AREA CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC r� AS REQUIRED. 11'MIN.LANE OPERATIONS(503-691-3026: TUALATIN/ umiui � O TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED 503-718-2462: TIGARD)FOR TRAFFIC SIGNAL 0 AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO SHUTDOWN 72 HRS PRIOR TO WORK REQUIRING LANE CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET CLOSURES WITHIN THE INTERSECTION. s mom DISPATCH FLAGGERS,DESIGNATED LANE CLOSURES,AND SIGNAGE ® L) WILL BE PLACED FOR PROPOSED CONSTRUCTION ACTIVITIES AND REMOVED IMMEDIATELY AFTER PROPOSED WORK IS COMPLETE. PHA5� # N TRAFFIC CONTROL LEGEND Of >- o CD 0 Ln FLASHING ARROW BOARD BARRICADE ¢`n z z o W20-7A Bal m 3 5 N FLAGGER TYPE 2 BARRICADE z z U TRAFFIC SIGNAL ®TYPE 3 BARRICADE a �N LW!20-78 N M 1 HIGH LEVEL WARNING DEVICE �K-RAIL n � � 14 TRAFFIC SIGN �s m WORK AREA 4 TRAFFIC SIGN W/STAND MATCH TO SHT 9 VZ1 FP-1031 TWN: SEC: POR_TUA-005_C DIAL � � w.o.: T1 � 1947 CLAXTER RD NE RNG: p SALEM,OR PHASE 3 SHT D� rt UTILITIES PH: 971.600.0601 CALL LOCATE 10 Qrc FAX:971.276.1852 sD o so BONITA RD—BANGY—MEADOWS RD BEFORE YOU DRN:T POTE nxutilities.com SCALE: 1"=60' DATE:7�19�2018 TIGARD, OR DIG QF -off 3'&041 z Q ob'oO h J� S O 180' 33 MERGING TAPER �250� 250' 250' ° s/w a a s/a O 11'MIN,LANEEM ' V F- ® 5ro MEADOWS RD M30 MPH 4 p I—OZ.M /'1JI 0U3:OOPM/9:OOPM-5:OOAM oa I I V NaoM 93 AM WORK AREA SHIFTS AS p CONSTRUCTION ALLOWS DRIVEWAY(S)TO REMAIN TRAFFIC CONTROL LEGEND OPEN AT ALL TIMES CONTRACTOR SHALL NOTIFY (ll)S—OlM� PROPERTY OWNER 72 HOURS IN FLASHING ARROW BOARD BARRICADE ADVANCE OF DRIVEWAY CLOSURE C�) 3hbl L'3l MAINTAIN 4'MIN.PEDESTRIAN Elf FLAGGER TYPE 2 BARRICADE CROSSWAY AT ALL TIMES C sss FLAGGER TO DIRECT AND ASSIST -C mI TRAFFIC SIGNAL TYPE 3 BARRICADE PEDESTRIANS AROUND WORK AREA pn AS REQUIRED. o N HIGH LEVEL WARNING DEVICE o K—RAIL TRI—MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO b TRAFFIC SIGN CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI—MET ® WORK AREA I TRAFFIC SIGN W/STAND DISPATCH I MATCH TO BB-SHT 10 VZ1 FP-1031 TVVN: o �a DIAL W.o.: SEC: POR TUU 005 C 1947 CLAXTER RD NE � t y r SALEM,OR P HAS E S HT LVITOLOTOF-S PH: 971.600.0601 CALLLOCATE FAX:971.275.1852 ao 0 60 BONITA RD—BANGY—MEADOWS RD BEFORE YOU DRN:T POTE TIGARD OR OF 14 nxutilities.com SCALE: 1"=60' DATE:7/19/2018 DIG 0 Hao � ovoa d� J� 0 0 4 MEADOWS RD 30 MPH M r- �zs a 11'MIN.LANE (/) Mmm"Tm 11'MIN.LANE 11'MIN.LANE O ll'MIN.LANE 250' 250'� 90' 61' om {� SHIFTING TAPER BUFFER f c� > SPACE <?> 0 TRAFFIC CONTROL LEGEND CD Q CONSTRUCTION HOURS: MAINTAIN 4'MIN.PEDESTRIAN 0 p� 9:30AM-3:OOPM/9:OOPM-5:QOAM CROSSWAY AT ALL TIMES ��FLASHING ARROW BOARD BARRICADE ' WORK AREA SHIFTS AS FLAGGER TO DIRECT AND ASSIST CONSTRUCTION ALLOWS PEDESTRIANS AROUND WORK AREA FLAGGER TYPE 2 BARRICADE DRIVEWAY(S)TO REMAIN AS REQUIRED. OPEN AT ALL TIMES TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED TRAFFIC SIGNAL TYPE 3 BARRICADE CONTRACTOR SHALL NOTIFY AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO PROPERTY OWNER 72 HOURS IN CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET HIGH LEVEL WARNING DEVICE o K-RAIL ADVANCE OF DRIVEWAY CLOSURE DISPATCH all TRAFFIC SIGN ® WORK AREA d TRAFFIC SIGN W/STAND VZ1 FP-1031 TWN: SEC: POR TUA ®®5 C DIAL w.o.: 1947 CLAXTER RD NE RNG: uu pp�+ oll SALEM,OR P HAS E S HT D F UTILITIES PH: 971.600.0601 CALLLOCATE FAX:971.275.1852 30 60 BONITA RD-BANGY-MEADOWS RD BEFORE YOU DRN:T /OTE DIG OF 1 4 nxutilities.com SCALE: 1"=60' DATE:7/19/2018 TIGARD, OR N MEADOWS RD = 30 MPH o a _ 11'MIN.LANE a a 11'MIN.LANE Q1 g' 84' 90'---�{ 250' 250' 90' yy SHIFTING TAPER 0 oAo r� I CONSTRUCTION HOURS: PHA5F9:30AM-3:OOPM/9:OOPM-5:OOAM # v WORK AREA SHIFTS AS CONSTRUCTION ALLOWS DRIVEWAY(S)TO REMAIN OPEN AT ALL TIMES TRAFFIC CONTROL LEGEND CONTRACTOR SHALL NOTIFY PROPERTY OWNER 72 HOURS IN 0 ADVANCE OF DRIVEWAY CLOSURE 0 FLASHING ARROW BOARD BARRICADE MAINTAIN 4'MIN.PEDESTRIAN 0 CROSSWAY AT ALL TIMES FLAGGER TYPE 2 BARRICADE FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA AIN TRAFFIC SIGNAL TYPE 3 BARRICADE AS REQUIRED. TRI-MET BUS STOP IMPACTED NOTIFICATION IS REQUIRED HIGH LEVEL WARNING DEVICE o K-RAIL I AT(503)962-4949 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE KNOWLEDGED BY TRI-MET 4 TRAFFIC SIGN DISPATCH ® WORK AREA 4 TRAFFIC SIGN W/STAND VZ1 FP-1031 TwN: 811 SEC: P R-TUA-005_CDIAL W.O.: n� 1947 CLAXTER RD NE RNG: �y/� SALEM OR PHASE 4 SHT UTILITIES PH: 971.600.0601 CALL LOCATE , y. p FAX:971.275.1852 13 so ° 60 BONITA RD-BANGY-MEADOWS RD BEFORE YOU DRN:T POTE TI GAR D OR /� nxutilities.com SCALE: 1"=60' DATE:7/19/2018 DIG OF TWO-WAY TRAFFIC WITH FLAGGERS SHIFTING PLAN,3 LANE STREET 250' FT1 � T 25�' FT avaa� J� � � T PHA5F 6 � � I I � � m anror 250' FT s Q 90' FT e i5 L A TURN LANE TAPER I e 250' FT JA _TA<9> DOWNSTREAM TAPER SHALL MAINTAIN id MINIMUM Q 100 FT per lane maximum I LANE WIDTH AT ALL TIMES— — -- �� _ VARIABLE AS NEEDED WORK r MEADOWS RDI A P ZONE I WORK SITE ADDRESS STREET NAME Q Q a DOWNSTREAM TAPER MEADOWS RD P I t VARIES AS WM AREA SHIFTS KRUSE OAKS DR Q 100 FT per lane maximum ______ _ BETWEEN Q J STREET NAME _ I a __KRUSE OAKS DR_ 205' F KRUSE WOODS DR T WORK VARIABLE AS NEEDED I BUFFER SPACE AND Q ZONE WORK SITE ADDRESS BETWEEN IQ STREAM COamo� _ KRUSE WOODS DR--- p a A AND I A 30 A a A POSTED SPEED IQ 205' ft A BUFFER SPACE 30 Q POSTED SPEED a A 90' ALL LENGTHS ARE MINIMUM �aa FLAGGER TAPER 11 1A A '^1p1Mt FT-hL DISTANCES UNLESS AAA SHIFTINGTAPER OTHERWISE NOTED Q�A[A Q 100 FT maximum I A 4! DRAWINGNOTTOSCALE ALEFT I '' a A PLACE SIGNS ON ALL SIDE II Q STREETS,WITHIN THE TRAFFIC 250' FT CONTROLZONE �LL OTHERWI EtNO ESD UM A I <8> _ I 250' FT 250' PLACE SIGNS ON ALL SIDE STREETS,WITHIN THE 1 TRAFFIC CONTROL ZONE FLAGGER �"°� 250' FT = 250' FT O Sight distance shall be maintained at all public and private Intersections and driveways.If sight distance is not achievable,prior approval by the City Sight distance shag be maintained at all public and private intersections and driveways.If sight dIsWnce Is not achievable,prior approval by the City Traffic Engineer is required to either restrict tum movements or use flaggers and shall indude Coordination with the affected property/Wrsiness owner(s). Traffic Erngkteer Is required to either restrict tum movements or use flaggers and shag Include coordination with the affected pmperty/buslness owner(s). VZ1 FP-1031 SEC POR TUA 005 C DIAL W- o': 1947 CLAXTER NE RNG: PHASE 5 & PHASE 6 811 S SALEMHT UTILITIES CALL LOCATE 14 FAX:971.275.1852 so 6D BONITA RD—BANGY—MEADOWS RD BEFORE YOU DRN.T POTE nwtiiities.com SCALE: 1"=60DATE:7/19/2018 TIGARD, OR DIG OF 14