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PFI2018-00141 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12018-00141 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/26/2018 Parcel: SEG3027 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: MCI Metro Project Description: SEG 3027/1867/ 1662/1690. Installation of buried telecommunication lines to add/upgrade services to new and existing customers. Installation to consist of plow and directional bore. FIB-BUR 119000177 FIB-BUR 119000178 Owner: FEES Description Date Amount PFI Permit Fee 06/25/2018 $300.00 PHONE: Contractor: HENKELS &MCCOY INC 5031 NE 148TH PORTLAND, OR 97230 PHONE: 503-205-1720 FAX: 503-205-1712 Applicant: SHARONJOHNSON 10001 SE SUNNYSIDE ROAD SUITE 210 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. Permittee/Applicant C Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-00141 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. Call Jonny Gish 971-713-0281 or Jonny@tigard-or.gov ****NO WORK ON SW GAARDE ST PRIOR TO 9AM OR AFTER 3PM**** 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 ® 'T'� and �ECOVED City f � ®� PUBLIC WORKS —ENGINEERING JUN ® Pubhc FacilitY ImP rovement (PFI) Pei •14 IG ING �' �� TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ZI 'TYPE 1—Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Street improvements performed by NWN, PGE Detailed description: Installation of buried telecommunication lines to and/or utility agency. add/upgrade services to new and existing customers. Installation to consist of ❑ TYPE 2—Sidewalk/Driveway/Sewer plow and directional bore. FIB:BUR::119000177,FIB:BUR::119000178 Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Property addreJsst/location(s): Along SW Gaarde St and SW 114th Ave and/or repair �nb 02:1 l "W71 mP I I(J!�10 _ • Sanitary sewer lateral installation and/or main line tap 1 El TYPE 3—Full scale Development Applicant: MCIMetro Access Transmission Services Corp.dba Verizon Access Transmission Services Work performed with Land use Address: 10001 SE Sunnyside Rd, STE 210 approval which includes any of City/state: Clackamas, OR Zip: 97015 the following: Phone: 206.427.3422 Email: ShJohnson@henkels.com • Subdivisions or Partitions Contact name: Sharon Johnson Phone: 503.501.1759 • Street widening • Mainline installation for Sanitary= Contractor: HENKELS &McCOY sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: 63699 Expiration: Address: 10001 SE SUNNYSIDE RD SUBMIT COMPLETED APPLICATIONTO: City/state. CLACKAMAS,OREGON Zip_ 97015 City of'Tigard Phone: 503 501 1759 Email:HMCLKPERMITS@HENKELS.COM Planning/Engineering 503 501 1759 13125 SW Hall Blvd. Contact name:BRANDON HUTCHINSON Phone: 'Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Natalie Foret only may be emailed to: Address: 10001 SE SUNNYSIDE RD rowpermitsnae,tigard-or.gov FOR STAFF USE_ ONLY CLACKAIVL-�S OREGON 97015 City/state: Zip: nrePhone: Email: Case No.: �Z ZS' 00 t-4 Contact name: Application submittal fee: 00 Additional fees: $ Estimated value of work is required(if over$5,000):$ 45000 Application accepted: (within the publicright-of-way) By: Date: Q l Iq Application reviewed:. Is work related to a LAND-USE DECISION? ❑ Yes ® No leases specify MLP,SDR,SUB, etc. case#: By:��•c�t%- Date: (-ti5/ /g" If so, p p ( ) Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes 0 No By: �C Date: If so,please specify(BUILDING PERMIT)case#: I:\ENG\PermitApplications\pfi_application Rev.12/16/2016 \47eVO GN07-K 0 AJ 5 GAKtO6 5,r PtfQ0L To 9A4 6� AFT&Z 3F/I City of Tigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NO'T'E: 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 APPLICANT(S) SMALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that mai be attached to or imposed upon the subject propem. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and lunitations of the approval. • All of the above statements and the statements 111 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. S]�LliLt�O�VJC►�'W1�01�V Sharon Johnson 6/1.1/18 Applicant/Authorized Agent'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 ]PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES TOR STAFF USE ONLY Public Facility Improvement(PFI)Permit: DETAILED APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. Engineer's estimate X 5%(less$300.00 submittal fee) (work in the right of way) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL.SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34) • Weep hole repair ❑ Cover=Site,-Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes.(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,.Storm.And Sanitary(Plan Profile)El . • Planter strip landscape maiWater Qualit maintenance y Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,.Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details 0 Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department.Approval PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 TWO—WAY WAY TRAFFIC WITH FLA ERS 03r - MM avm of 100 FT aou,s 100 FT INDICATE NORTH Ij/ A\1 PIZ- 100 FT DRAWING NOT TO SCALE 1 SW 114th Ave a STREET NAME '� DOWNSTREAM TAPER SW Bull Mt Rd A x 100 FT per lane maximum BETWEEN i1 ' 160'N of SW Laurel Glen Ct VARIABLE AS NEEbEb WORK I _ AND A 1 ZONE I U1tORK SITE ADDRESS I Shafts with work area 25 A 158 POSTED SPEED FT BUFFER SPACE OFrrKVM ALL LENGTHS ARE MINIMUM G FLAGGER TAPER DISTANCES UNLESS 100 FT maadmum OTHERWISE NOTED - PLACE SIGNS ON ALL SIDE 100 FT STREETS,WITHIN THE TRAFFIC CONTROLZONE r I 100 FT < BE PRWAM TO 100 FT =FLAGGER sago waac ,vo Sight distance shall be maintained at all public and private intersections and driveways. If sight distance is not achievable,prior approval by the City Traffic Engineer is required to either restrict turn movements or use fiaggers and shall include coordination with the affected property/business owner(s). PLEASE I QoR TtCa_o35D, PD REVS SMFTING PLAN, LOCAL STREET xaan W0H 100 FT INDICATE NORTH t DOWNSTREAM TAPER 100 FT per lane maximum SHALL MAINTAIN 20'MINIMUM j - - WIDTH AT ALL TIMES j - ---- FOR-2-WAY TRAFFIC j L VARIABLE AS NEEDED WORK ------- j ZONE WORK SITE ADDRESS Shifts Wdh work area SW 114th Ave 1 c STREET NAME 158 FT 160'N of SW Laurel Glen Ct BUFFED SPACE BETWEEN ' SW Gaarde St AND r1 25 0 63 FT=Y2 L POSTED SPEED d SHIFTING TAPER DRAWING NOT TO SCALE 61 A ALL LENGTHS ARE MINIMUM DISTANCES UNLESS OTHERWISE NOTED 00 FT ,rt PLACE SIGNS ON ALL SIDE i STREETS,WITHIN THE TRAFFIC CONTROL ZONE ` .' 100 FT R .y 7 AHEAD Sight distance shall be maintained at ail public and private intersections and driveways. If sight distance is not achievable,prior approval by the City Traffic Engineer is required to either restrict tum movements or use fiaggers and shall include coordination with the affected prop"fbusiness owner(s). P H^SE Z POR-rlCR, 035D; PDr REV3 SIFTING PLAN, 3 LANE STREET \ ,;i av3nv avo a 250 FT 4 � � 250 FT=M.L (� INDICATE NORTH TURN LANE TAPER t� - —. DOWNSTREAM TAPER SHALL MAINTAIN 10'MINIMUM ! 100 FT per lane maximum LANE WIDTH AT ALL TIMES #, VARIABLE AS NEEDED z ' WORK ---- tt" ZONE WORK SITE ADDRESS Shifts wilb work area SW Gaamde St STREET NAME �--- SW Stn Ave 25� FT o BUFFER SPACE BETWEEN SW Pacific Hwy/Hwy 99 AND L 35 POSTED SPEED A C 123 FT='hL KLLp SHIFTING TAPER DRAWING NOT TO SCALE LEI T - --- -' A ALL LENGTHS ARE MINIMUM DISTANCES UNLESS OTHERWISE NOTED -------._ � 250 FT PLACE SIGNS ON ALL SIDE Q STREETS,WITHIN THE TRAFFIC CONTROL ZONE 250 FT ROAD *` � I Sight distance shall be maintained at all public and private intersections and driveways. If sight distance is not achievable,prior approval by the City Traffic Engineer is required to either restrict tum movements or use flaggers and shall include coordination with the affected propertylbusiness owner(s). rHASE 3 PoR-T1(::a_o3Gn; ?D-REV 3 111,T dNILGHT TUgt.l tl LANE CLOSURE A INTERSECTION 5 LANE STREET, BOTH LEGS SW Gaarde St I STREET NAME I SW 104th Ave � I A I I BETWEEN SW 110th Ave �, I I INDICATE NORTH AND WORK AICA I I DRAWING NOT TO SCALE 35 POSTED SPEED I I I I � � II � d 250 FT 9 1nlORtc ARIA � Q 14wy qR I I 9 � CONE OFF LANE FROM START OR I I USE SHOULDER (�y TAPER � I I I FT=1/3 L SHOULDER TAPER I 'P I I . I + I 250 FT PLACE SIGNS ON ALL SIDE mEr STREETS,WITHIN THE a5 TRAFFIC CONTROL ZONE 250 FT ALL LENGTHS ARE MINIMUM # 1 DISTANCES UNLESS 9 gg �ThA OTHERWISE NOTED q Sight distance shall be maintained at all public and private intersections and driveways. If sight distance is not achievable,prior approval by the City Traffic Engineer is required to either restrict turn movements or use flaggers and shall include coordination with the affected property/business owner(s), PHASE 4- PC7R_TIC1_a35D; PD_ Rev 3 NORTH LOCATION MAP POR_TIG_035_D mct 2018 PRI-BULL MTN RD AND 114TH 2018 PRI-BULL MTN RD AND 114TH AVE TO GAARDE ST AND MCDONALD ST RISER AVE TO GAAR RIS AND MCDONALD FQNID'S/NFID'S IN PRINT RECENEDCOUNTY: RI5 WASHINGTON FIB:BUR-A 19000178/1801 BIMYA CITY: TIGARD CONST.W/O# VZ1FP-1030 JUN2 5 2018 SITE NAME PNW CALF CRAN/RING TIGARD xl a 3a4 ^3' g -Gr�. ✓,'(l k. p�L,���� /r 4 CITY OF TIGARD PLANNING/ENGINEERINGIslgL i11 x 4.f s J4 r, usn d ,} I, N / .s4 �T-.jiZ rgf�F.G1 ` i 11 t.- Iaf i lit I(13)f S! 1 d j I..-a. 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I � > E s 1c DRAWN BY:LEVI A.WALPOLE s zr rt � F�Hwn cu lfurdrx w; a Ru Io il1I SCALE:soo fbegin FroJecty REVISION:f+T- s r' � s SHEET�— OF le .. �. j� 4aty',�y �"�,..F Ir- [ix 7� �,.,2�f " r\t.." + 1 r �f�- i z J!S'� N I'':�x 8Y CONTRACT,EXCEPT AS MAY BE TORAWINGS AHERWSE ND /f�i i , 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 CONTACT LIST PURPOSE PERMISSION.WITHOUT SPECIFIC WRITTEN PORTLAND,OR HRM ENGINEERING CONTACT:NATALIE A.FORET PHONE:(503)758-7227 L EMAIL:NFORET@HENKELS.COM - AliRPOOV Group Company Know what's below. Call before you dig. FILE:ETiANc&35-D �TO CALF6 SITE TABLE OF CONTENTS MCI. 2018PRI-BULL MTN RD AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W!O# VZIFP-1030 SITE NAME PNW CALF 8-A CRAN/RING TIGARD 1. LOCATION MAP 2. TABLE OF CONTENTS 3. PERMIT LEGEND 4. GENERAL NOTES v Z 5. MCI OUTSIDE PLANT FOCUS W ° LU 6. UNDERGROUND CONSTRUCTION DETAILS w Z o 0 o 7. AERIAL CONSTRUCTION DETAILS Z 0 N Z v 8. AERIAL SLACK DETAILS n af W° o 9. HANDHOLE TYPICALS 3(no a Z w 10. PROJECT SUMMARY SHEET 2<o w 11. CONSTRUCTION SITE PLAN A ° w 12. CONSTRUCTION SITE PLAN B W o 13. CONSTRUCTION SITE PLAN C 14. CONSTRUCTION SITE PLAN D Q 15. CONSTRUCTION SITE PLAN E 16. CONSTRUCTION SITE PLAN F ENGINEER:NATALIE A.FORST 17. HH DETAILS DRAWN BY:LEW A.WALPOLE 18. HH DETAILS SCALE: NTs REVISION: - SFIEET OF 18 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. !7aim MUSUMN Group Company D TO CALF6 SITE.9 LEGEND MICE 2018 PRI-BUILL RD AND 114TH LINETYPES SYMBOLS INFORMATION TABLES AVE TO GAA DS AND MCDON D AERIAL FIBER-EXISTING - RISER AERIAL FIBER-ATTACH ® � EXISTING ® TRANSMISSION/DISTRIBUTION POLE IPOLE NUMBER I UTILITY POLE INFORMATION TABLE COUNTY: WASHINGTON AERIAL FIBER-OVERLASH ® RISER-PROPOSED EXISTING UTILITY 1 0'-0- (NUMBER OF ATTACHMENTS MAY VARY) CITY: TIGARD =[I➢1: CATCH BASIN/INLET(RECTANGULAR) TRANSMISSION POLE PROPOSED ATTACH D'-0' — — PROPOSED -- - O CONST.W/O# vzlfP-1030 BORE-PROPOS — STRAND-EXISTING © CATCH BASIN/INLET(ROUND) © DISTRIBUTION POLE #F IN: SEQUENTIAL IN/OUT CALLOUT SITE NAME PNW CALF 6 A per; GRAN/RING TIGARD — — STRAND-PROPOSED FIRE HYDRANT GROUND/BOND CONDUIT-EXISTING �In CONDUIT-PROPOSED WATER/GAS VALVE Ol IN: SEQUENTIAL IN/TAIL CALLOUT ® NNERDUCT-EXISTING LIGHT POST C><0 AERIAL STORAGE-EXISTING #F TAIL: . INNERDUCT-PROPOSED --.... -- >----- ------- - GAS STREET LIGHT Q<o AERIAL STORAGE-PROPOSED #F TAIL: SEQUENTIAL TAIL/OUT CALLOUT W _ - :^: ----- -- WATER OUT: U --_-_------.-._--- --_-._-----.._---- TELEPHONE TRAFFIC LIGHT ARM O VAULT/BUILDING STORAGE-EXISTING ] O -- - - FIBER OPTIC (Y P w ELECTRIC-- - - SANITARY SEWER(SENT) TREE VAULT/BUILDING STORAGE-PROPOSED O ---- -- -- __-- - ------------ _-- -_.- _ STORM DRAIN CULVERT �< POLE ANCHOR/DOWN GUY-EXISTING HATCH PATTERNS Z z - - - O_ � - U --------- ------ --- STEAM N ------- WING WALL POLE ANCHOR/DOWN GUY-PROPOSED N U)D-LY O ---------CI'_ -- OILL w W U UNKNOWN UTILITY BRIDGE DOWN GUY TO EXISTING ANCHOR-PROPOSED _ ---------- U�il:------------ ��0> F' w FENCESPLICE POINT-EXISTING U(/)U Q Q W Z m J m _ __ _ --_--. CONCRETE SIDEWALK GRAVEL �Q � RIGHT OF WAY _.._ STREET SIGN I>< SPLICE POINT-PROPOSED LL EDGE OF PAVEMENT E r r r r r 6 � W LTJ ADA RAMP rFDP1 TERMINATION-EXISTINGE E E r r �'/^ /0`^ J W V J I— ® UTILITY POLE-EXISTING FDP TERMINATION-PROPOSED W ~ ~ PB PULlBO%-EXISTING GRASS/VEGETATION WATER U O ABBREVIATIONS UTILITY POLE-PROPOSED Ts TRAFFIC SIGNAL PEDESTAL U ASW ASPHALT SIDEWALK JB JUNCTION BOX _ P6 PULLBOX-PROPOSED © TRAFFIC SIGNAL POLE Q BIP BLACK IRON PIPE MH MANHOLE _ TRAFFIC RATED VAULT-EXISTING © CAN MANHOLE BSP BLACK STEEL PIPE MP MILE POST _.__-_.__ (SIZE AND UTILITY TYPE MAY VARY) O# CONSTRUCTION NOTE/RESTORATION CALLOUT C CSW CONCRETE SIDEWALK 0/S OFFSET 0 CAN HANDHOLE CTL CENTURY LINK P/S PLANTER STRIP U3 TRAFFIC RATED VAULT-PROPOSED ( PHOTO-MARKER © CAN PEDESTAL D/W DRIVEWAY PR POWER RISER (SIZE MAY VARY) _ ® TELECOM MANHOLE ENGINEER:NATALIE A.foRET ELECT. ELECTRIC PVC POLY VINYL CHLORIDE HANDHOLE-EXISTING DRAWN BY:LEVI A.WALPOLE EDP EDGE OF PAVEMENT RGS RIGID GALVANIZED STEEL CONDUIT (SIZE AND UTILITY TYPE MAY VARY) NORTH ARROW D TELECOM HANDHOLE SCALE: NTs EOTW EDGE OF TRAVEL WAY ROW RIGHT OF WAY H H HANDHOLE-PROPOSED T® TELECOM CABINET REVISION: - (SIZE MAY VARY) © TELECOM PEDESTAL SHEET OF is FOC FACE OF CURB SEW SANITARY SEWER _ -. __L___ PEDESTAL-EXISTING I 21 MID SPAN EXCEPT AS MAY BE OTHERWISE PROVIDED F/O FIBER OPTIC SD STORM DRAIN C SEWER MANHOLE BY CONTRACT,THESE DRAWINGS AND (SIZE AND UTILITY TYPE MAY VARY) POWER HANDHOLE PSP ROPERTYTOF MdSHALL COMMUNICATIONS I HDPE HIGH DENSITY POLYETHYLENE STA STATION ss SEWER CLEANOUT SERVICES INC.BOTH BEING ISSUED IN PEDESTAL-PROPOSED STRICT CONFIDENCE AND SHALL NOT BE HH HANDHOLE STM STEAM (SIZE MAY VAS © POWER rMApNHOLE ® STORM DRAIN INLET REPRODUCED,COPIED,OR USED FOR ANY TEL TELECOM -- ® ppnCn 'w�OINET PURPOSE WITHOUT SPEGFIC WRITTEN WET UTILITY MANHOLE-EXISTING sD STORM MANHOLE PERMISSION. (SIZE AND UTILITY TYPE MAY VARY) P P POWER VAULT WATER VALVE Q STREET LIGHT HANDHOLE g y Bpm PIT_PROPOSEDQW WATER METER ® (SIZE MAY VARY) SQ STREET LIGHT POLE WATER MANHOLE O UTILITY POTHOLE ® TRAFFIC SIGNAL HANDHOLE ® MANHOLE AF ]pn&F06Y Group Company T S TRAFFIC SIGNAL VAULT FIRE HYDRANT BORE HANDHOLE-PROPOSED ® TRAFFIC SIGNAL MANHOLE POR TIG O75_D_TO G F6 SITE HH (SIZE MAY VARY) 0 GAS METER FILE:POR_:G_035y Ts TRAFFIC CABINET ENTRQ G GAS VALVE GENERAL NOTES mcu_ GENERALNOTES 2016 PRI-BULL MIN RD AND 114TH 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 AVE 1D GAARD ST AND MCDONALD RISER AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG 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: TIGARD 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-1030 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 PNW_CALF 6-A 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 TIGARD 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. U) 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 F_ 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 LU U � ON-SITE AT ALL TIMESZ D 0 f- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,BUT NOT LIMITED TO:EXCAVATION,TRENCHING,SHORING,TRAFFIC CONTROL,AND SECURITY. 00 N Z U 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 N(nW 0 0 SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. O w 0 U U?U Q ZLLI 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE. Z m g LL Q d LL 8. 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 w LL1 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. V5 t= U) ? 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, w O REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. c) 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:NATALIE A.FOREr 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:LEVI A.WALPOLE SCALE: Ts 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: LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION. SHEET OF 18 EXCEPT AS MAY BE OTHERWASE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNACATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. ((� O A o Group Company FILE:P°RENTRANCE.dne%S o r0 CALF6 SrrE wg MCS OUT&®E PLANT FOCUS -� 2018 PRI-BULL MTN RD AND 119TH AVE TO GAARD ST AND MCDONALD FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNTY: RISERWASHINGTON CITY: TIGARD CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 6-A 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 TIGARD 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 3 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. j 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 F- EMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT—THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLY ACTIVITIES. W V MONITORING THE SYSTEM.THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FOR U) D 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 UNE AND DEPTH OF THE CABLE). FOR THE JOB. 00 O 0 U 5. LOCATE AND POTHOLE REQUIREMENTS: • CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS n- N E O d DUCTS WITH ACTIVE CABLES. U) rJ • PRIOR TO ANY EXCAVATION,THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIAL �c O j � � LOCATE MARKS COMPLETED BY MCI OPERATIONS.DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS! . PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT;HOWEVER,SAFETY REGARDING YOURSELF AND OTHERS IS c Z THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEAST THE MOST IMPORTANT PART IS ANY PROJECT. U U Q W ONE PASS IN EACH DIRECTION.LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS AND _ Q CO THE AS-BUILTS. Q J m 11 LL • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE,THE CABLE W ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED 0 J EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY 15 FT.,THEN EXPOSE THE ENTIRE LENGTH OF THE CABLE BY HAND DIGGING OR VACUUM EXCAVATION. LU • 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 UNE OF MORE THAN 1 FT.IN ANY ENGINEER:NATAUE A.FORST DIRECTION,ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED,OR THE MARKED RUNNING DRAWN BY:LEVI A.WALPOLE LINE DOES NOT MATCH THE AS-BUILTS. SCALE: NTS 6. EXPOSING REQUIREMENTS: REVISION: • NO MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIES SHEET OF IB HAVE FIRST BEEN PROPERLY LOCATED,POTHOLED,POSITIVELY IDENTIFIED,CONTINUOUSLY EXPOSED BY HAND DIGGING OR VACUUM EXCAVATION,AND THE FACILITES ARE CLEARLY VISIBLE. ExcEPT As MAY BE OTHERvnBE PROVIDED BY CONTRACT,THESE DRAMA NGS AND SPECIFICATIONS SHALL REMAIN THE •IN ADDITION,MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES REQUIRES ONSITE PRIOR APPROVAL PROPERTY INC.BOTH BEING ISSUED IN OF MG COMMUNICATIONS ., FROM MCPS 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. a. A Group Company FILE:ENPOTRAn TINCE,dwG_o�s_p D_TO CALF6 SITE Ca_ UNDERGROUND CONSTRUCTION DETAILS 2016 PRI-BULL MTN ISER AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 S1TE NAME PNW CALF 6-A CRAN/RING TIGARD TYPICAL DETAIL"A" TYPICAL DETAIL"B" TRENCH PLACEMENT SIDEWALK CROSS SECTION CONDUIT(S),HDPE(S)OR DIRECT BURIED CABLE. fA W 17 MIN. 4"MIN. U EXISTING GRADE Z > O � W 17'MIN.BELOW RAVELISAND SUB BASE W U FINISHED GRADE BURIED CABLE ' 7- ARKER OR LEVELING GRADE � Q MARKER TAPE 4r MIN URIED CABLE ZZCOVER. TAPE OOO42"MIN COMPACT COVER. N 6"LAYERS CKFILLO Q.INNERDUCT(S) WUOAND/ORHDPE(S) O> AS SPECIFIED cUc(1)V Q Q LL•I CONDUIT,AS SPECIFIED 3"MIN. CLEAN BACKFILL G Z m J m FIBER CABLE 17MIN. CONDUIT AS SPECIFIED < Q W UL Lij Q J f— ? NOTE: W O BACKFILL MUST BE MADE WITH ROCK FREE MATERIAL U U Q TYPICAL DETAIL"C" TYPICAL DETAIL I'D" CORE BORE PLACE HDPE ENGINEER:NATALIEA.FORST NOTE: EPDXY GROUT IS USED AT BOTH ENDS OF DRAWN BY:LEVI A.WALPOLE CORE BORE TO SEAL SLEEVE AND PIPE. SCALE: NTS EXISTING GRADE REVISION: - A — SHEET_� OF la EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS CONCRETE MANHOLE.WALL,ETC.. SERVICES INC.BOTH BEING ISSUED T STRICT CONFlDENCE AND SHALL NOT BE 6"DIA CORE BORE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, COVER SID GSP/GRC SLEEVE - EPDXIED INTO CORE BORE — 1 CONDUIT AS SPECIFIED �-ENV ANY NUMBER OF INNERDUCT AND/OR `® HDPE'6,AS SPECIFIED& FIBER OPTIC CABLE A/ Group Company FILE:POa nms o ToCALF6SITE ENTAANCEc.dwg CI GENERAL AERIAL CONSTRUCTION DETAILS AVE TO MT AND AND 114TH TYPICAL DETAIL"A" TYPICAL DETAIL"C" AVE Tn GAAR RISER DMCDONALD POLE ARRANGEMENT FOR TYPICAL DETAIL"B" TYPICAL CABLE&HARDWARE COUNTY: WASHINGTON AERIAL TO BURIED INSTALLATION CITY: TIGARD POLE ARRANGEMENT FOR REPEATER z CONST.W10# VZ1 FP-1030 OR HANDHOLE LOCATION 12• 12 X X 10 10' SITE NAME PNW CALF 6-A cuY CRANIRING TIGARD caeLEusHINc r fz- 24' f IMRE CLAMP GROUND WARE CLM1P n. CABLE LASHING WIRE �Ifl/TI}hJ� CLAMP STAINLESS STEEL LASHER (X=MIN.OF 20 TIMES CABLE SUPPORT AND 0.50" X X X 24' r cAL-STEEL POLE TOP VIEW SPACER THE CABLE DIA.) U-GUARD STAINLESS STEEL LASHER CABLE CAUTION TAG FIBER CAUTION TAG FIBER SUPPORT AND 0.50"SPACER r GROUND LEVEL OPTIC CABLE BLACK OPTIC CABLE BLACK CABLE CLAMP 'n IN COLOR CABLE POLE '..ARTER OLE TOP VIEW 06 INSULATED COPPER WARE AND IN COLOR vJ U-G ARD 1040.75"COPPER CLAD GROUND POLE W NOTES: 6'MIN. U 1.EXTEND U-GUARD MIN.6" QDLAT LEVEL—,, ROD GROUND LEVEL Z CONDUIT BELOW GROUND LEVEL 2.FOR CONDUIT PLACE 2N. ESTRETER U-GUAR0 BELOW SURFACE POLE NEAREST REPEATER OR -ME ON O W 42• SPLICE HANDHOLE MILE GROUND EVERY 0.25 TO CONDUIT ADAPTER. (06" w (� IUS) AT STRAND TO SHEATH BOND LOCATION UJ O TYPICAL DETAIL"D" Z Z P O � SUSPENSION STRAND-PULL TOWARD TOHHOR O`O N Z U POLE-LESS THAN 5 FEET REPEATER TYPICAL DETAIL"F" IL E O d TYPICAL ARRANGEMENT OF Q�LU U Q CURVEDWASHER CABLE LASHER AND CABLE GUIDE O> F- CABLE SUSPENSION--,"" TYPICAL DETAIL"E" U fA U Q Z w 2 GUY HOOK SOLT SUSPENSION STRAND-PULL AWAY APPROX.4" Z J m I FROM POLE-5 FEET OR MORE CABLE GUIDE CABLE LASHER nQ// m a LL SPACER NUT Ly Q Q J GUY POLE 70P 18•PREFEERABLY UJ 1- gLA25" BUT NO THAN DSS TO CABLE REEL? CABLE WCABLE SUSPENSION BOLT /GUYSUSPENSION rOLT CURVED WASHER SNAP Q y' 2 GW HOOK PULLING LINE CABLE SUSPENSION SPACER NUT CLAMP U I 0.8125'42•ROUND GUY WASHER TYPICAL DETAIL"G" CORNER SUSPENSION TYPICAL DETAIL"I" CLAMP ENGINEER:NATALIE A.FOREI' JOINING 045 LASHING WIRE ANCHOR&DOWN GUY DRAWN BY:LEVI a WALPOLE 11 SCALE: NTs TYPICAL DETAIL"H" GUY REVISION: - LASHING WIRE GRIP AND CLAMP CABLE SHEET_L OF LB EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND C LASHING WIRE SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI FORMING WIRE OVER FORMING LASHING WIRE GRIP SERVICES INC.B TH BEING ISSUED IN STUD OF CLAMP AROUND STRAND 1ST LASHING WIRE STRICT CONRDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY SHLDER 2ND LASHING WIRE PURPOSE WITHOUT SPECIFIC WRITTEN REMOVE ANY SLACK IN THE LASHING WIRE BY FORM THE LASHING WIRE AROUND THE IT PERMISSION. CLAMPING NUT: TERMINATING NUT EX.GRADE MAINTAINING A PULL ON THE WIRE AND STRAND AND PLACE IT BELOW THE TAPPING THE STRAND SHARPLY.THEN FORM STUD AND BETWEEN THE SECOND `1 THE WIRE OVER THE STUD AND TIGHTEN THE WASHER AND STUD SHOULDER. NUT,CUT THE FREE END OF THE LASHING WARE THREADED STUD 1ST WASHER 251 OFF OFF 0.75"BEYOND THE END OF THE CLAMP. NOTE: 0.75•z8'DEAD END EACH WITH LASHING WIRE SHOULD GROOVED PLATES 2ND WASHER 10•SCREW ANCHOR FOLLOW LAY OF STRAND WIRES UNDER GRIP. ® 4 Af�Group Company FILE:POR TTG_OSS_D TOCALF6SrrE ENTRANCE.d-9 2018 PRI-BULL MTN RD AND 114TH AVE TO GAARD ST AND MCDONALD AERIAL IN-LINE SLACK STORAGE DETAILS RISER COUNTY: I WASHINGTON CITY: TIGARD CONST W/O# VZ1 FP-1030 TYPICAL DETAIL"A" TYPICAL DETAIL"B" TYPICAL DETAIL"C" TYPICAL DETAIL"D" SITE NAME PNW CALF 6-A RESERVE CABLE LENGTH IN-LINE SPLICE APPLICATION BUTT SPLICE APPLICATION LASHING WIRE GRIP AND CLAMP C-LASHING CRAN/RING TIGARD STRAND STORAGE APPLICATION WIRE GRIP INSTALLED ON STRAND C-LASHING OSJ I71/ WIRE GRIP V 'a/vC.Fgo✓ l z `ST gByF N w w U NOTE: Q LASHING WIRE SHOULD Z Z FOLLOW LAY OF STRAND WIRES UNDER GRIP. Q O O Z U N d O d U) U 0> I-- w Ur�UQ Q w gZ < m Q m D_ LL TYPICAL DETAIL"E" TYPICAL DETAIL"F" o HARDWARE KIT SINGLE&DOUBLE FIBER LOOPS W 0.25"020 STAINLESS U O STEEL LOCK NUT STANDARDTAP i 1 SUPPORT BRACKET < 0,687"DIAMETER NYLON WASHER 0.563"x0.375' SHOULDER WASHER FlBERLOOP UNIT ENGINEER:NATALiE A.FORET DRAWN BY:LEVI A.WALPOLE SCALE: NTs REVISION: SHEET OF 16 EXCEPT AS MAY BE OTHERWSE 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 ..11^ A F;;:=QW Group Company FILE:POR TIG 035 D TO CALF6 SITE ENiRANCEAd q 36" X 60" X 36" 30K STANDARD HANDHOLE DETAILS 2018 PRI-BULL MFN RD AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 6-A DETAIL"A" CRAN/RING TIGARD EXPLODED ISOMETRIC DETAIL DETAIL"B" DETAIL"C" LOCKING DEVICE FLUSH MOUNT FLUSH MOUNT CROSS SECTION COVER DETAIL POLYMERCONCRETE COVER 1vJ /--RUBBER COVER W NONSKI SURFACE MORCABT B Z LOGO(2X) sn. °# ' O w EMS MARKER(1 p - 0 rte A o o A UFT PIN(2 f>•. z •- o Z LOTTED DRAIN /2"S.S.BOLTDOWN O c4 n p O N U z CL 0 _ o .-2Oj O UC(I)U Q Z W LOCK C z gJ m (2X) Q m D_ LL 0. UMSTRUT 0 W LLI SUPPORTSEAM B F— 0 J (2x) W 0 U U 62 3/4" 39 1/2" Q 59 3J4" 571/2 3 i!2"1 3/4" �341/4----1 4i/4" I � i I I I I T� ENGINEER:NATALIE A.FORST DRAWN BY:LEVI A.WALPOLE 36" 412"KNOCKOUT "KNOCKOUTS SCALE: tm 2 EACH END(4X) 1 EACH END(2X) REVISION: - (, I �� SHEET 9 OF 1B EXCEPT AS MAY BE OTHERVASE PROVIDED By CONTRACT,THESE DRAWINGS AND 1. SPECIFICATIONS SHALL REIMIN THE .:_ ...•._ ._ �:.... r.... .:.....:..... . - PROPERTY OF MCI COMMUNICATIONS SERVICES INC BOTH BEING ISSUED IN IFTING BOLT 41/2" tO' STRICT CONFIDENCE AND SHALL NOT BE 2 EACH SIDE 16 2 12"KNOCKOUT REPRODUCED,COPIED.CI USED FOR ANY PURPOSE WALL 1 EACH END(ZX) PERMIISSIONTHOUT SPECIFIC WRITTEN 59" EN BASE SECTION A-A SECTION B-B "-s SLOTTED DR/U (4X) OLYMER CONCRETE ~� DETACHABLE BASE NOTE: SEALED PLASTIC BAG PLACED INSIDE VAULT TO CONTAIN: ITEM QTY MATERIAL I AGroup Company 1 (1) JOHNNY LOCK KEY 2 (2) S.S.JOHNNY BOLT W/FLAT WASHER 3 SHRINK WRAP COVERS TO FRAME FOR PACKAGING FILE:POTR TIGRANLE.d D TO GLF65RE ENwg PROJECT SUMMARY SHEET I_ 2018 PRI-BULL MTN RD AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON PROJECT CLARIFICATION SUMMARY CITY: TIGARD CONST.WIO# VZ1 FP-1030 SITE NAME PNW GALF 6-A CRAN/RING IGARD DESCRIPTION QUANTITY UNIT TIGARD BORE ® 42" L. FT 1571 (1) 2" HDPE L. FT 1571 BFO 432 L. FT 1571 W U Z SLACK LOOP 432 CT L. FT 198 w W U � 36"60"06" HANDHOLE EACH 2 Z Z O EXCAVATE(1) 4'x4' BORE PIT EACH 3 00 Nz U a>(�-� U CL ��LuU cn z �Q m E- COEL D w �j H W 0 U U Q ENGINEER:NATALIE A.FORET DRAWN BY:LEVE A.WALPOLE SCALE: NTs REVISION: - SHEET�_ OF IB EXCEPT AS MAYBE OTHERVASE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF Ma COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC SW.ITTEN PERMISSION, MIM A AIIIIIIINIisMKIMGroup Company FILE:POR nG-oTs D TOCALFSSITE ENTRANCEAwg NORTH 233' 233' 233' fib' BORE AT 42" PL 2"HDPE PULL(N)432CT FIBER SLACK LOOP THROUGH(N)CONDUIT 1432CT 2018 PRS-BULL MTN RD AND 119TH WI TRACER WIRE FIBER CABLE AVE TO GAARD STAND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.WIO# VZ1 FP-1030 MATCH TO POR_TIG_027 SITE NAME PNW CALF 6-A CRAN/RING TIGARD S U O w1 W _j p C9 I. W oG FIB,BUR::119000166 Q w v N p� ? W U_ > _0 D \ F- g cin � o ' J R/W / RM/ R/VV z 00 U CD EOP EOP a 0-c� O CL ss FIB:BUR::119000178 - SW 114TH AVE '., I > ~' � _g 0 z ss — --—L -— --- U co U w ------- C L-- -- - -C L---- --. --------- C L----- ----_ -.----- 1+1' ® 233'BORE LU w EOP EOP EOP U) N ---------- -- — -- ------ -- 0 ' 4 Fi/W R/W R/VV R/W � Q � / H CONSTRUCTED IN POR TIG 027 ENGINEER:NATALIE A.FORET l — — 'I DRAWN BY:LEVI A.WALPOLE i SCALE: FIB:BUR::119000163 SHEET tel__ of 18 U EXCEPT AS MAY BE OTHER W BE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS MATCH TO POR_TIG_027 STRICTCONFlOENCEANDSHA LNOTNBE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD 0 OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. I T IS THE CONTRACTORS A i�A�,40FCCV Group Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW A CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR PORTIG 035 DTO CALF6 SITE 1 a00-a2a-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE FILE:ENTRANCEAd q 48 HOURS NOTICE REOLIIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 2�a z�s z�sMCI BORE AT 42" PL 2"HDPE PULL(N)432CT FIBER THROUGH(N)CONDUIT 2018 PRI-BULL MTN RD AND 114TH W/TRACER WIRE AVE TO GAARD ST AND MCDONALD RISER U WASHINGTON TIGARD VZ1FP-1030 PNWCALF 6-A TIGARD SW 114TH AVE 14425 w U Z w W o RMI -- R VV R/W R/W Z Z cr � O EOP EOP ss EOP EOP EOP N oz � FIB-BURR 19000178 -lif W V O _�O> )- ly ---- _-...---- -- -C L ---- - U N U Q Q w CL------ ---- —[ ----- --- ------ C L- ------ ---- - -C L 2z i m Uj ss 1 SW 114TH AVE t 0 w L` 14' LU u i -- --— EOPLU EOP 0 j = W o U -—-- EOP- 1 EOP EOP o (n F- ------ --rr W O O 278'BORE O T -_--- -- -- V < Q o W R/W RIMI R/W R/W ENGINEER:NATAUE A.FORET DRAWN BY:LEVI A.WALPOLE ry SCALE: r.zo'-a' REVISION: - SHEET_yam OF IS EXCEPT AS MAY BE OTHERV48E PROVIDED BY CONTRACT,THESE DRAWIrIGS 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 - m OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AAs Group Company ,• RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW B CALL BEFORE YOU DIG PRIOR CONSTRUCTION.COMPLETE REPAIR POR-TNG 075 D TO GLF6SITE I-aoaaz¢ Assss OF ANY AND ALL DAMAGES INCURRED SHALL BE FILE:ErrTw,NCE.aw9 48 HOURS NOTICE REQUIRED I AT THE EXPENSE OF THE CONTRACTOR. NORTH 280' 280' 280' 66' 1 BORE AT 42" PL 2"HDPE PULL(N)432CT FIBER LACK LOO PLACE(N) EXCAVATE(1) THROUGH(N)CONDUIT 1-432CT36"x60'k36"HH 4'X4'BORE PIT 2018 PRI-BULL MTN RD AND 114TH, WI TRACER WIRE FIBER CABLE AVE TO GAARD AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 6-A CRAN/RING TIGARD W SW 114TH AVEU z 14325 14305 SW 114TH AVE > O w W U O RIW RMi RNV R/W R/W— z z EOP EOP EOP EOP EOP o-d O z F- ss Z>Ln�W O FIB:BUR:: 119000178 U(�i)OU> z w ---- Z ---— _— .....— C z m J — w 14' SW 114TH AVECL O Lu LLl w 184'BORE 96'BORE 0 w ~ -' o _ EOP _-- EOP EOP EOP V) rA ~ ►- U O U O ---®— H — - o Q a R/W RNV 66 j RNV RAN T RrAN � W EW HH 12' ENGINEER:NATALIE A.FORET OFF EOP DRAWN BY:LEVI A.WALPOLE SCALE: (L REVISION: - SHEET OF 18 EXCEPT AS MAY BE OTHERWISE PRONDED BY CONTRACT,THESE DRANANOS AND SPECIFICATIONS SHALL REMAIN THE PROPERTYOFMCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. L UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD s OBSERVATIONS BUT ARE NOT NECESSARILY a (\� EXACT. IT IS THE CONTRACTORS A '70uG706YGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW CALL BEFORE-5555 G PRIOR A CONSTRUCTION.COMPLETE REPAIR POR TIG OSS D_TOGLF65RE 1-soo-azassss OF ANY AND ALL DAMAGES INCURRED SHALL BE FILE:ENTnAxcE.ew9 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 278' 278' 278' MCI- BORE AT 42" PL 2'HDPE PULL(N)432CT FIBER 2018 PRI-BULL MTN RD AND 114TH THROUGH(N)CONDUIT AVE TO GAARD ST AND MCDONALD W/TRACER WIRE RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 SITE NAME PNW—CALF 6-A CRANIRING TIGARD SW 114TH AVE 14265 U) w U z > O Lu W U RMJ— / RM R/W R/W Z Z °0N z OP EOP EOP EOP EOP EOP (D CL E O CL FIB:BUR::119000178C�LuU co)c�i)OU� z w CL—--- - — --- C L --------- CL --- -- - - - -- - - CL --------------------- Ln Z Q :5m LL w 278'BORE SW 114TH AVE 1 LU O D f° EOP EOP EOP EOP `� H I= o - -- --—-- -- -- -- -- - O D _- -- -� -----e -- O U U 2 R/WR1W RM/ W 'S ENGINEER:NATALIEA.FORET DRAWN BY:LEVI A.WALPOLE SCALE: REVISION: - SHEET�_ OF 16 EXCEPT AS MAY BE OTHERWSE 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 WTHOUT SPECtFIC WRITTEN PERMISSION. k UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD O OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A/ NPWVGmupCompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW ® CALL BEFORE YOU CIG PRIOR AND ALL CONSTRUCTION.COMPLETE REPA IR FILE:PORAN 035DTO GLF65 E IOW-x245555 OF ANY AND ALL DAMAGES INCURRED SHALL BE ENTaARCE.a.m 48 HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 279' 1 279' 1 279' t BORE AT 42" PL 2"HDPE PULL(N)432CT FIBER 2018 PRI-BULL MTN RD AND 114TH THROUGH(N)CONDUIT W/TRACER WIRE AVE TO GAARD IS AND MCDONALD R1sER COUNTY: WASHINGTON CITY: TIGARD CONST.WIO# VZ1 FP-1030 SITE NAME PNW CALF SA CRAN/RING TIGARD d W w Y O U i w < i c I U Z J I 0 w U C W U 0 Z) R/W R/W I RM/ RnN Z Z O 0 o0 N Z EOP EOP (D 11 O a. ss FIB:BUR::119000178 0 W U O U(nU z w F Q m a- LL w 1 SW 114TH AVE ' w O o_ � = ss O EOP EOP EOP EOP LU LU F- = 279'BORE --- ----- ° W O 00® U = U Q RM/ R/W R/W R/W R/W- i I ENGINEER:NATALIE A.FORET DRAWN BY:LEVI A.WALPOLE SCALE: REVISION: SHEET OF is EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND I SPECIFICATIONS REMAIN PROPERTY OF MG 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 Ali�ia�^OOIIGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW E CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR DOR TG O]S DTOCA_S_ 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE FILE:EN.TRMCE.d. 4e HOURS N0710EREOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 223' 223' 223' 1 66' 1 � I_ BORE AT 42" PL(1)2 HDPE PULL(N)432CT FIBER EXCAVATE(1) LACK LOO PLACE(N) 2018MC PRI----MTN RD AND 114TH THROUGH(N)CONDUIT 4'X4'BORE PIT 1.432CT 36"60'06"HH AVE TO GAARD ST AND MCDONALD W/TRACER WIRE FIBER CABLE RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZ1 FP-1030 MATCH TO POR TIG 036E SITE NAME PNW CALF 6-A CRAN/RING TIGARD O w SS Z 3 R/W cA W W U z U ❑ p Ow U / Q FIB-BU R::119000179 R/W RIW C7 ? z 0 P e a 00 N z v EOP EOP —1 EO O Z 0 a E O � " 6 1w 2LnWW U O FIB:BUR::119000178 0> ~ Uc�0< z �Z _ CO m — L w L lit zss 1 I SW 114TH AVE (n o ~ o a W D � E P 0 _ -- ---- -- -- - -- - © U O T T —f--- 223' ORE i D 0 s0 —241 ® 0 Q R/W R.N O T e w QT e R/W � Q v D_ O ❑ WILL HA E TO POP SIDEWALK w ENGINEER:NATALIEA.FORST P NNEL FOR HH DRAWN BY:LEVI A.WALPOLE i r SCALE: v-w-o• I 21 REVISION: - 1 SHEET OF 18 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND PROPG SPECIFICATIONS MG COMMUNOCATIONS 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 11110 0Group Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW F CALL BEFORE YOU DIG PRIOR CONSTRUCTION.COMPLETE REPAIR POR TIG 3 TO GLF6SPI 1-1_800-424-5555Assss OF ANY AND ALL DAMAGES INCURRED SHALL BE FILE:ERTnnNCEA.a.� 48 HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. r v� 36"X60"X36" HH DETAIL 2018 PRI-BULL MTN RD AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 6-A CRAN/RING TIGARD 0 0 W U Z ° w w U Z Z 0 0 00 N Z U 0 a~ 0� � UU)UQ Z Z w gZ J m Q m LL D w 0 J 0 o w ° U U Q ENGINEER:NATALIE A.FORET DRAWN BY:LEVI A.WALPOLE SCALE: NTs REVISION: �/ \1SHEET__17_ OF EXCEPTis AS MAY E OTHERWISE PROM DED BYCO BY CONTRACT,THESE ORAYANGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEIIJG ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE NITHOUT SPECIFIC WRITTEN PERMISSION, A Fd!lM111sMPM Group Company MATCH TO HH ON PG 13 A FILE:POR—TIG o3s D TO CALF6 SITE ENTRANCEAd q 36"X60"X36" HH DETAIL C . 2018 PRI-BULL MTN RD AND 114TH AVE TO GAARD ST AND MCDONALD RISER COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 8-A CRAN/RING TIGARD 0 0 U) W U z W o � Z Z 0 O U a )O�� O a U o a �� (f)UQ zm Qm CL CL LL D o U5 tz a a U O Q ENGINEER:NATALIE A.FORST DRAWN BY:LEVI A.WALPOLE SCALE: NTs REVISION: - a aVANDSHEET�� OF la EXCEPT AS MAYBE 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. 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