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PFI2018-00126 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT ® COMMUNITY DEVELOPMENT Permit#: PF12018-00126 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/13/2018 Parcel: SEG1604 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: MCI Metro Access Transmission DBA Verizon Project Description: SEG 1604. Bore and place conduit to place fiber line and place hand access holes. Por-Tig 036 E Project. Located on SW 121 st Ave and SW Gaarde Street to SE 114th Ave.Also includes SEG 1610/2723/2724/1614/1616/1617. Owner: FEES Description Date Amount PFI Permit Fee 06/13/2018 $1,960.00 PHONE.- Contractor: HONE:Contractor: HENKELS&MCCOY INC 5031 NE 148TH PORTLAND, OR 97230 PHONE: 503-205-1720 FAX: 503-205-1712 Applicant: BRANDON HUTCHINSON 10001 SE SUNNYSIDE ROAD CLACKAMAS, OR 97015 PHONE: 503-501-1759 Total $1,960.00 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 Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-00126 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 at 971-713-0281 or Jonny@tigard-or.gov. NO WORK ON SW GAARDE OR SW 121ST 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 IRECE 1 ED MAY � ® 201 CiTigard CITY OF TIGARD a PUBLIC WORKS —ENGINEERING PLANNING/ENGINEERING Public Facility Improvement (T'A'I) Permit 4 ` .NPE OF STORK DESCRIP'T'ION OF WORK(in the right-of-way) El TYPE I_Franchise Utility Work Check one: NUtilities ❑Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE Detailed description: BORE AND PLACE_CONDUIT TO PLACE FIBER and/or utility agency' LINE AND PLACE HAND ACCESS HOLES ❑ TYPE Z–Sidewalk/Driveway/Sewer f i n d E IV Work performed for the purpose of: Sidewalk installation or repair. • Driveway approach installation Property address/loca.tion(s): SW 121 Stand/or repair o Z 2 �P �' Sanitary sewer lateral installation l D I and/or main line tap Applicant: MCI METRO ACCESS TRANSMISSION DBA VERIZQN El TYPE 3—Full scale DevelopmentWvrkperformedwith Land use Address: 10001 SE SUNNYSIDE RD approval which includes any of City/state: CLACKAMAS,OREGON Zip: 97015 the following. Phone;503 501 1759 Email: BHUTCHINSON_eHENKELS.COM • Subdivisions or Partitions Contact name: BRANDON HUTCHINSON Phone: 503 501 1759 • Streetwidening • Mainline installation for Sanitary Contractor: HENKELS&McCOY sewer, Storrn sewer,Tigard water CCB#: 63599 Expiration: and/or Tigard Water Service Area Address: 10001 SE SUNNYSIDE RD SUBMIT COMPLETED APPLICATION TO: City/state: CLACKAMAS,OREGON Zip: 97015 City of Tigard Phone: 503 501 1759 Email: HMCLKPERMITS@HENKELS.COM P1anninglEnganeereng 13125 SW Hall Blvd. Contact name: BRANDON HUTCHINSON phone: 503 501 1759 'Tigard,DR 97223 Applications for"minor work in right-cf-tvay" Engineer.• HENRY LAWRENCE only may be emailed to: Address: 10001 SE SUNNYSIDE Rb LQ= jja0.tigard-0r,gov I'OR STAFF ITSE ONLY City/state: CLACKAMAS,OREGON Zip: 97015 ...... .. . .:.... . ... . Phone: 503 347 2487 ht : HLAWRENCE@HENKELS.COM Case No.: Contact name: HANK LAWRENCE Application submittal fee(.07%0 of Engineer's Estimate).$ :0 0 Estimated value of work is required(if over$5,000):$ 28,000 Additional fees: (within the public right-of-way) Application accepted: By: Date: S Is work related to a LAND-USE DECISION? ❑ -i'es IN No Application reviewed:- If so,please specify(MLP,SDR,SUB,etc.),case#: // y / e By: T6 , ate: Is work related to a BUILDING PERMIT? ❑ Yes 91 No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: =�-WDate: J if, 1:\ENG\PerroltAppllcations\pfi applkation Effective 16/1/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 - Page 1 of 4 APPLICANTS NOTE: Person specified as`Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * 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 roust 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)SHALL CERTIFY THAT: • The aboveregmest does not violate apy XQcmded,deed restrictions that ma b' ct • If the application is granted,the applicant will exercise the rights granted in accordance with the tens 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 appioving or denying the application. 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. 0 Tigatd,Oregon 97223 • www tigard-or gov 503-718-2421 • Page 2 o f 4 DEVELOPMENT ENGINEERING FEES Public Facility fi nprovement(PFI)Permit: APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/. . PERMIT FEE DRIN EWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC.. (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 information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ SiteAddress PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required (Subdivisions/Partitions and Street Improvements) for the following types of work: • Sidewalk repair(less than 20 lineal feet) Design Plans • Relocate or replace mailbox • 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) • Planter strip landscape maintenance ❑ Water Quality 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) TNTC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) 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 ❑ 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 SaKET�Fi: sw75�y 91y St Edge of Pavement -" Titch � ~ Streetlight I W"WN&M� 0. 0�.-mow.,,..}®�.�r■■.wrr I 1 H 9 A I ( G.ai;Mew it Mani� ____ - - ropos ewer Ivx z- S•y @ NO n � �� I I Driveway �p r cla a.a »w ~" �.w==,`.�� a ' ahA Powerpole 2 I amp a � I I ° p I Fire Hydrant(FH) I 1 Scale: 1..=30' ( � I A ° 1 I A ■ MINIMUM SKETCH REQUIREMEN'T'S(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) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall.Blvd. s Tigard,Oregon 97223 • www.tigud-or.gov - 503-718-2421 • Page 4 of 4 SHWITNTG PLAIT, 3 LANE STREET XKVA - s avow 50 FT 25-1? FT='r4 L TURN LANE TAPER 0 -- ------- ----—..-- DOWNSTREAM TAPER SHALL MAINTAIN 10'MINIMUM 100 FT per lane maximum LANE WIDTH AT ALL TIMES I VARIABLE AS NEEDED t 1 1 WORpt ' ZONE I VVORK SITE ADDRESS ,A � , I t -- STREET NAME rx �A5_? E $ 1{ TN Ave FT BUFFER SPA E BETWEEN r oPrMAL Sw i Z{ AND :1 A POSTED SPEED Ali CFTXMAI- 12-5 FT 1A L d r=' KEEP SHIFTING TAPER DRAWING NOT TO SCALE 1 G LEFT ALL LENGTHS ARE MINIMUM DISTANCES UNLESS i—_ OTHERWISE NOTED 2 J�� FT PLACE SIGNS ON ALL SIDE A STREETS,WITHIN THE TRAFFIC CONTROL ZONE ' ZQ FT ROAD WORK Aim Sight distance shalt 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 property/business owner(s). POR_Tl�_��1v E Ct>-RFV 2 FQNID'S/NFID'S IN PRINT NORTH LOCATION MAP FIB-BUR'..,119000179/1801 BIMY.7 I. POR TIG 036 E — — — SEGMENTDESCRIPTION2018 PRI-114TH AVE AND GAARDE ST TO CALF 7-A SITE COUNTY: WASHINGTON CITY, TIGARD CONST.W/O# VZ1FP-1030 KU.ID SITE NAME PNW CALF 7-A Z (74 CRAN/RING TIGARD L �sv 3 t-J E $]7L W11 q - - -31 JKWIL f 7i, C) W 'R Zq --0 Z 4 > 0 LU 9=37a 14. Ar;A21 (ay J In k 00v r2l S, .3 ale, mA LU 0 ah")'with C71 F (D D End Project 01 C� 0 U. 0 151- 17, 00 co C) E z Pr r p N E 0 LU 0 BUM% pl, ikm 7 UJ 20> 116 �rl�-�, 18Q"roje-c < Z < CO zj a. 0- LL Ul� 0? 1 LLJ L�j 4A I -iq-. - -. C r , 0 -J ." 111 -1 gg 77 01 W D C, aw , �;7 0 < E 013 z IN En ENGINEER:NATALIE FORET s ag DRAWN BY:MASON FORD Q SCALE NTS 13 REVISION: SHEET OF Z, v EXCEPT AS MAY BE OTHERWISE PROVIDE D I I.-- L I I BY CONTRACT,THESE DRAWNGS 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 PORTLAND,OR CONTACT LIST PERMISSION H&M ENGINEERING CONTACT:NATALIE A.FORET PHONFEMAINL: 3 Od 758-7227 EET@HENKELS+COM Know .whaVs elow. A Gro up Company Call before you dig. FILE:POR-JIG�,036 E;A.—d-REV2.dwo TABLE OF CONTENTSMCI - SEGMENT DESCRIPTION COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD w W U z > O w 1. LOCATION MAP 12. CONSTRUCTION SITE PLAN D w 0 o 2. TABLE OF CONTENTS 13. CONSTRUCTION SITE PLAN E o 0 0 P 3. PERMIT LEGEND 14. CONSTRUCTION SITE PLAN G W a-E o a 4. GENERAL NOTES 15. CONSTRUCTION SITE PLAN G -2 o> � ° 5. MCI OUTSIDE PLANT FOCUS 16. CONSTRUCTION SITE PLAN H 2 a U m � m 6. UNDERGROUND CONSTRUCTION DETAILS 17. CONSTRUCTION SITE PLAN 1 ° o 7. HANDHOLE TYPICALS 18. HH DETAILS w j 8. PROJECT SUMMARY SHEET 19. HH DETAILS ° 9. CONSTRUCTION SITE PLAN A 20. HH DETAILS Q 10. CONSTRUCTION SITE PLAN B 21. HH DETAILS 11. CONSTRUCTION SITE PLAN C ENGINEER:NATALIE FORET DRAWN BY:MASON FORD SCALE: mTs REVISION: SHEET OF u EXCEPT AS MAY BE OTHERVOSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MGI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, AGroup Company FILE:POR_TIG_036_E;A�...d_REV2.dwg LEEN® mct� LINETYPES SYMBOLS INFORMATION TABLES SEGMENT DESCRIPTION AERIAL FIBER-EXISTING TRANSMISSION UTILITY POLE INFORMATION TABLE AERIAL FIBER-ATTACH R ��-IX�TING ® TRANSMISSION/DISTRIBUTION�� p�STING� 0-0 NUMBER OF ATTACHMENTS MAY VARY) WASHINGTON AERIAL FIBER-OAS ® RISER-PROPOSER O ( ARY) CITY: TIGARD T TRANSMISSION POLE PROPOSEDATTACH 0-0 CONST-W/O# VZ1 FP-1030 — — BORE-PROPOSED !ill(;; CATCH BASIN/INIET(RECTANGULAR) STRAND-EXISTING ® CATCH BASIN/INLET(ROUND) © DISTRIBUTION POLE #F IN: SEQUENTIAL IN/OUT CALLOUT SITE NAME PNW CALF 7-A OUT: CRANlRING TIGARD STRAND-PROPOSED `0l FIRE HYDRANT gyp. GROUND/BOND CONDUIT-EXISTING WATER/GAS VALVE CONDUIT-PROPOSED IN: SEQUENTIAL IN/TAIL CALLOUT — INNERDUCT-EXISTING � LIGHT POST C><0 AERIAL STORAGE-D(ISTING #F TAIL: INNERDUCT-PROPOSED - -- GAS =p. STREET LIGHT QO AERIAL STORAGE-PROPOSED #F TAIL: SEQUENTIAL TAIL/OUT CALLOUT W WAS OUT: U TELEPHONE TRAFFIC LIGHT ARM O VAULT/BUILDING STORAGE-EXISTING > 0 —-- :o- ------ --- FIBER OPTIC ~ Lu Lu __..------_-----___-- _-.. ELECTRIC TREE p® VAULT/BUILDING STORAGE-PROPOSED uj 0 --_-- ---- --- sANrrARr SEWER(SEW) HATCH PATTERNS z z O _-- __-- -- ---- STORM DRAIN CULVERT � POLE ANCHOR/DOWN GUY-EXISTING --- --------- L---- -- - CABLE TV O`- N Z U __ -- ---' WING WAIL POLE ANCHOR/DOWN GUY-PROPOSED ()a. STEAM-- - A-- — OIL ---- DOWN GUY TO EXISTIU NG ANCHOR-PROPOSED L2 Q W 0 0 - --- —ufdl<. ---- UNKNOWN UTILITY BRIDGE - FENCE ►� SPLICE POINT-EXISTING C)(/1 V Q ZQ W RIGHT OF WAY - STREET SIGN CONCRETE SIDEWALK GRAVEL z m J m _..- ---_---_.-_-,- _--- _-_ pQ SPLICE POINT-PROPOSED Q co CL_ LL - EDGE OF PAVEMENT E F F r r r r r W W ADA RAMP FDP TERMINATION-EXISTINGC -I 4 < F * F < r—� r—� r•-� �� �r BORE F E ® UTILITY POLE-DWNG FDP TERMINATION-PROPOSED En Z ~ GRASS/VEGETATION WATER W0 ABBREVIATIONS ® UTILITY POLE—PROPOSEDPB PUL100X-EXISTING rs TRAFFIC SIGNAL PEDESTAL V ASW ASPHALT SIDEWALK JB JUNCTION BOX --- RIB PULLBOX-PROPOSE TRAFFIC SIGNAL POLE Q BIP BLACK IRON PIPE MH MANHOLE TRAFFIC RATED VAULT-EXISTING © CATV MANHOLE BSP BLACK STEEL PIPE MP MILE POST (SIZE AND UTIUTY TYPE MAY VARY) 0 CONSTRUCTION NOTE/RESTORATION CALLOUT CSW CONCRETE SIDEWALK 0/5 OFFSET © CAN HANDHOLE CTL CENTURY LINK P/S PLANTER STRIP ® TRAFFIC RATED VAULT-PROPOSED (1 PHOTO-QED © CATV PEDESTAL D/W DRIVEWAY PR POWER RISER (SIZE MAY VARY) TELECOM MANHOLE ENGINEER:NArnuE PORET DRAWN BY:MASON FORD ELECT. ELECTRIC PVC POLY VINYL CHLORIDE --! (SIZE AND UTILITY TYPE MAY VARY) N��W �T TELECOM HANDHOLE SCALE: r EDP EDGE OF PAVEMENT FIGS RIGID GALVAMZm SiT�7.CONDUIT EOTW EDGE OF TRAVEL WAY ROW RIGHT OF WAY HH HANDHOLE-PROPOSED TELECOM CABINET REVISION: FDC FACE OF CURB SEW SANITARY SEWER (SIZE MAY VARY) © TELECOM PEDESTAL SHEET__L___ OF 21 [ 21'1 MID SEAN EXCEPT AS MAY BE OTHERWISE PROVIDED F/0 FIBER OPTIC SD STORM DRAIN PEDESTAL-EXISTING SS �MANHOLE BY CONTRACT,THESE DRAW NGS AND (SIZE AND UTILITY TYPE MAY VARY) P �y�y�p .,1ry� SPECIFICATIONS SHALL REMAIN THE A1C yE-��S�� STATION ❑ POWER HANDHOLE SEWER CLEANOUT PROPERTY OF MCI COMMUNICATIONS HDPE HIGH DENSITY POLYETHYLENE STA. STATION p�R�T•1 �R SS JC�1fJ� SERVICES INC.BOTH BEING ISSUED IN PEDESTAL—PROPOSED L� STRI CT CONFIDENCE AND SHALL NOT BE HH HANDHOLE STM STEAM P (SZE MAY VAS © MANHOLE ® STORM DRAIN INL.L' REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. TEL TELECOM WET UTILITY MANHOLE-DIIS TING POWER CABINET sD STORM MANHOLE (SIZE AND UTILITY TYPE MAY VARY) P P POWER VAULT ® WATER VALVE BORE PIT-PROPOSED O STREET LIGHT HANDHOLE Qw WATER METERKim,] ® (SIZE MAY VARY) S© STREET LIGHT POLE ®w �J WATER MANHOLE �1 UTILITY POTHOLE ® TRAFFIC SIGNAL HANDHOLE � MANHOLE All�amMIo011crou Company T S TRAFFIC SIGNAL VAULT � BORE HANDHOLE-PROPOSED ® TRAFFIC SIGNAL MANHOLE FIRE HYDRANT HH (SIZE MAY VARY) Ts TRAFFIC CABINET OG GAS METER FILE:POR-T1G-036_DAuocad REV2.dwg O GAS VALVE GENERAL NOTES GENERAL NOTES 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 SEGMENT DESCRIPTION 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# VZ1 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 7-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. (n U1 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 � � 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 D z Z 0� Ix F- 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 0 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 (D O d SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. LD LD O? c) 0 Z 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE. Z V Q g m Q m IL 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 Q W LLI 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. F- U) I-- F- 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, Lu O REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 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 FORET 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:MASON FORD SCALE: NTS 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 21 EXCEPT AS MAY BE OTHERWISE PROVIDED BV CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY CF MGI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. (j(� 5 O AGroup Company FILE:POR TIG_036_E;AAocad_REV2.dwq MCD OUTSIDE PLAIT FOCUS ='k 0. SEGMENT DESCRIPTION FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZi FP-1030 SITE NAME PNW CALF 7-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 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. > 0 • EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES.AN MCI EMPLOYEE x 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. D MONITORING THE SYSTEM,THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FOR 0 ACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK(COMPARISON OF LINE AND DEPTH READINGS TO ACTUALZ LINE AND DEPTH OF THE CABLE). • TOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED.USE THE PROPER TOOL Z )— FOR THE JOB. O O (n (� 5. LOCATE AND POTHOLE REQUIREMENTS: +'(/) z • CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS C f2 X 0 • PRIOR TO ANY EXCAVATION,THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIAL DUCTS WITH ACTIVE CABLES. C LDLD 0�W c) Q 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 G O>THE MCI OR Z ONE PASS INONTRACT EACHDIRECTION.SENTATIVE MUST LOCATE RESULTS MUSTETHE THENCBEBLE RUNNING LINE BY COMPARED WITH PREVAOUS MARKSANKING AT DTHE MOST IMPORTANT PART OF ANY PROJECT. C Z v Q Q THE AS-BUILTS. m G z m o- LL • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE,THE CABLE Q L ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED _ EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND U) (/) DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY 15 FT.,THEN EXPOSE THE ENTIRE LENGTH OF THE (— 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 < 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 WALL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT.IN ANY ENGINEER:NATALIE FORET DIRECTION,ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED,OR THE MARKED RUNNING DRAWN BY:MASON FORD 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 21 HAVE FIRST BEEN PROPERLY LOCATED,POTHOLED,POSITIVELY IDENTIFIED,CONTINUOUSLY EXPOSED BY HAND EXCEPT AS MAY BE OTHERWISEPROViDeD DIGGING OR VACUUM EXCAVATION,AND THE FACILITES ARE CLEARLY VISIBLE. BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS • IN ADDITION,MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES REQUIRES ON-SITE 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. O A f==l0o0q=GroupCompany FILE:P0n_nc_B36 E;A.rt d_REV2.dwg I. UNDERGROUND CONSTRUCTION DETAILS SEGMENT DESCRIPTION COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD TYPICAL DETAIL"A" TYPICAL DETAIL IIB" TRENCH PLACEMENT SIDEWALK CROSS SECTION CONDUIT(S),HDPE(S)OR DIRECT BURIED CABLE. (l1 W 12"MIN. 4"MIN. U EXISTING GRADE Z JN 0 6L W 12"MIN.BELOW :•• GRAVEUSAND SUB BASE W U FINISHED GRADE BURIED CABLE 5' .: FOR LEVELING GRADE V) � 0 MARKER TAPE 47'MIN BURIED CABLE Z Z MARKER TAPE O Z (, 47'MIN COVER. B^MIN. COMPACT BACKFILL Q Q COVER. IN 6"LAYERS O NNERDUCT(S) _ -_---_ NLWL U O AND/CR HDPE(S) - - MIN. 0> Z AS SPECIFIED C Z U Q J W CONDUIT,AS SPECIFIED 3"MIN. CLEAN BACKFILL C m m_ FIBER CABLE 17'MIN. CONDUIT AS SPECIFIED Q O w LL LL� � J NOTE: W 0 BACKFILL MUST BE MADE WITH ROCK FREE MATERIAL (� U Q TYPICAL DETAIL IICII TYPICAL DETAIL"D" CORE BORE PLACE HDPE ENGINEER:NATALIEFORET NOTE: EPDXY GROUT IS USED AT BOTH ENDS OF DRAWN BY:MASON FORD CORE BORE TO SEAL SLEEVE AND PIPE. SCALE: r+rs !jrE GRADE REVISION: a SHEET OF zI EXCEPT AS MAY BE OTHERMASE PROVIDED BY CONTRACT,THESE ORANANGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS IN CONCRETE MANHOLE,WALL,ETC.. ^ SERVICES INC.ENTH BEING ISSUED T �\\��,ID STRICT CONFIDENCE AND SHALL NOT BE 6"DIA CORE BORE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRIT EN PERMISSION. COVER 5"ID GSPIGRC SLEEVE EPDXIED INTO CORE BORE .AS SPECIFIEDUMBER OF T AND/OR *2ie HDPE's,AS SPECIFIED& FIBER OPTIC CABLE AGroup company FILE:PER TIG_036_E'Au—d_RC-Q,dwg 36" X 60" X 36" 30K STANDARD HANDHOLE DETAILS ��- SEGMENT DESCRIPTION COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZl FP-1030 SITE NAME PNW CALF 7-A DETAIL„AI, CRAN/RING TIGARD EXPLODED ISOMETRIC DETAIL DETAIL"B" DETAIL"C" LOCKING DEVICE FLUSH MOUNT FLUSH MOUNT CROSS SECTION COVER DETAIL POLYMER CONCRETE COVER LIBBER COVER W NONSKI B SURFACE RMORCAST Z Loco(2X) A 0 W EMS MARKER(iui O O V k3�r2} A o o A Z N ON LIFT PIN(2X �" •'F.�•u OLOTED DRAIN 12'S.S.BOLOVM (4X) O L.L 00 N Z U �(�W O o -g o �0> SUMP LOCK DO o o Z v Q m zx) Q m 0_ LL UNISTRUT W LLJ SUPPORTBEAM B Q (2X) U) W O U U 62 314" 39 112" Q 11 36 318" 59 314" 1 314" 34 114" 57 1/2" ( � 312"1 T Mi I T ENGINEER:NATALIEFORET DRAWN BY:MASON FORD 412••KNOCKOUT "KNOCKOUTS SCALE: NTs 361, 1 2 EACH END(4X) I 1 EACH END(2X) REVISION: - �, SHEET OF 21 E%CEPT AS MAY BE OTHERWISE PROVIDED By SE �� .. ..... .. .-.. ..-... .,... .-:.:. _.. ..:-.. - .-..... SPEC F CAATCONS SE ALLL REMAIN SHE D I PROPERTY OF MCI COMMUNICATIONS SERVICES INC TH ED IN IFTING BOLT I 4 1 f2 1 U" STRICT CONFIDEONCE BEING SHALL NOT NOT BE 2 EACH SIDE 1H" REPRODUCED,COPIED,OR USED FOR ANY WALL 2 1/2'•KNOCKOUT �• 11111P..WITHOUT SPECIFIC WRITTEN 59„ 1 EACH END(2X) PERMISSION. PEN BASE SECTION A-A SECTION B-B SLOTTED DRAT u (0) OLYMER CONCRETE ~� DETACHABLE BASE NOTE: � SEALED PLASTIC BAG PLACED INSIDE VAULT TO CONTAIN: ^St` ITEM QTY MATERIAL A� ]i.,p6�7D6y GroupCompany 1 (1) JOHNNY LOCK KEY 2 (2) S.S.JOHNNY BOLT W/FLAT WASHER 3 SHRINK WRAP COVERS TO FRAME FOR PACKAGING FILE:POR_Tlc--o36 E;A.—d-REV2.dwy PROJECT SUMMARY SHEET MCI SEGMENT DESCRIPTION [CERAWRING WASHINGTON PROJECT CLARIFICATION SUMMARY TIGARD W/O VZlFP-1030 PNW CALF 7-A DESCRIPTION QUANTITY UNIT TIGARD 36"x60"x36" HANDHOLE 4 EA 4'x4' BORE PIT 5 EA BORE ® 42" 2233 LF W U Z (1) 2" HDPE 2139 LF w > O W U (2) 2" HDPE 94 LF Z Z BFO 48 2338 LF o O 0 Z U a CL EE O ISE SLACK LOOP 330 LF Of W O O �0> F ol U(AUQ Q w gz j m Q m IZ LL c D o 6j W O U U Q ENGINEER:NATALIE FORET DRAWN BY:MASON FORD SCALE: NTs REVISION: SHEET OF 21 EXCEPT AS MAY BE OTHERIM5E PROVIDED BY CONTRACT,THESE DRAVANGS AND SPECIFICATIONS SHAII REMAIN THE PROPERTY OF MGI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODl10ED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, AIS Group Company FILE:POR TIG_036_EAu—d_RF.V2.nwg NORTH 1 2 3 4 MCI- BORE177' 177' 177' 66' AT 42" PL 2"HDPE PULL(N)48CT FIBER ISLACK LOO SEGMENT DESCRIPTION THROUGH(N)CONDUIT 1-48CT WI TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD CONST.WIO# VZl FP-1030 SITE NAME PNW_CALF 7-A �> >� GRANIRING TIGARD FIB:BUR::119000179 w D U z O R/W R/W C w - 1-- R/VV ® = W U ~ Lu 0�� 66 0 x O w __-- SIW � z co — HH N Z U o- --- EOP I� o0a- E O CL Q 3 177' BORE I� v > z Lu 21' ss b Q m 0-- m LL W O FIB:BUR::119000178 U U Q f J R/W U R/W p w O¢ QT ENGINEER:NATALIE FORET O DRAWN BY:MASON FORD r � SCALE: r=zo-e. REVISION: - k I SHEET OF 21 4 EXCEPT AS MAY BE OTHERWISE PROVIDED By CONTRACT.THESE DRAWINGS AND U) SPECIFICATIONS SHALL REMAIN THE U) PROPERTY OF MCI COMMUNICATIONS SERVICES INC,BOTH BEING ISSUED IN 1 STRICT CONFIDENCE AND SHALL NOT BE MATCH TO POR TIG 035 D PURPOSEWITHOUT1SPECIFICWRTTEN" PERMISSION, RISER QUADRANT DETAIL SCALE:NOT TO SCALE 9 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT, IT IS THE CONTRACTORS AIlAOOI/Group company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:Poa_Tlc_o3s_E;A�ocaa_aEV2.d,9 PLAN VIEW A I_SM424ssss OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 1- 282' 282' 282' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SEGMENT DESCRIPTION THROUGH(N)CONDUIT W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZIFP-1030 W j SITE NAME PNW CALF T-a CRAN/RING TIGARD W 7 E Q c 1 LO r r W U Z FIB:BUR::119000179 W W U � J Z Z _ G U 00 \ R/W ---- __ w 0 O O Z— CL ��W O O Lu R/W Z �___ nPo- -- -� -- ------ -- -- -- - -- _-- - __ ---EOP -- --------- EO ZVm P m O� EOP 0003 F- Q C) 3' 282' BORE o J 211 w Fs --- ----CL------- U O ------------C L----.. -------.. .._ ---- - .._CL.._ Q SW GAARDE ST EOP EOP EOP EOP EOP ENGINEER:NATALIE FORET DRAWN BY:MASON FORD /W —R/W R/W R/W SCALE: r'=zo'-o' REVISION: - SHEET 10 OF 21 EXCEPTAS 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, RISER QUADRANT DETAIL SCALE NOT TO SCALE .'fO UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT, IT IS THE CONTRACTORS AlIIIIIIIIIIIIIIIIIIII&sA=VGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TTc Bas E;A00uId-aevz.nw9 PLAN VIEW B 1-BOO-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 282' 282' 282' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SEGMENT DESCRIPTION THROUGH(N)CONDUIT W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD CONST.WIO# Vz1 FP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD W U z FIB:BUR::119000179 > O cif F w ST ANTHONY CEMETERY z z ° oO N Z U N_ LU R!W R/W R/W R/W Lu N T W 0 d Lu R/W —0 O SL w > �- w;11J -- = q/Y", - -SNS—__.�__ _ S,M/ __ —.. r _- -- SQA_ -- -- - f' -- O U(/) z W EOP -yEOP - EOP EOP EOP EOP EOP = Z QJ m _ ® 282' BORE00 31 X00 o W ui J 2 I w H W O U a SW GAARDE ST EOP EOP EOP EOP EOP ENGINEER:NATALIE FORST R/W RAN — DRAWN BY:MASON FORD R/W RAN SCALE: r=2a-o- REVISION: - SHEET 11 OF 2I 11320 SW GAARDE ST EXCEPT AS MAY BE OTHER W SE PROVIDED BY CONTRACT,THESE DRALMNGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN I STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. RISER QUADRANT DETAIL SCAB:NOT TO SCALE 11 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD - OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS WAM 3roup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG 036_E;AA—d_REV2.dwg PLAN VIEW C 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH F-1-72 3 4 5 6 277' 277' 1 277' 66' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SLACK LOO PLACE(N) EXCAVATE(1) SEGMENT DESCRIPTION THROUGH(N)CONDUIT 1-48CT 36"x60"x36"HH 4'X4'BORE PIT Wl TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZ1 FP-1030 SITE NAME PNW–CALF 7-A CRANIRING TIGARD Lu U Z > O FIB:BUR::119000179 W U F SET NEW HH IN LANDSCAPING U Z D O BEHIND SIDEWALK Z p v a�OaE2 O a_ RAN ss' 4 5 6 R/W w O j LU:/W ❑ —R/W R/W W W U Z w u- c rtin, T P C - 4'1,r. �L�L_--- -. --s v v -_ - _ HH -- -- `- v -- -- 0 Z m Q CO O- — O -- -- EOP -- ----- ---- - -EOP EOP EON EOP = w LL 3'J H 2 213' BORE 1000 ® 64' BORE 1000 w O Ss U --C L---— - --- C L - --— -----------C L- e SW GAARDE ST e I ENGINEER:NATALIE FORET EOP EOP EOP w DRAWN BY:MASON FORD SCALE: t"=zo•-o- R/W R/W = jam— REVISION: - SHEET�_ OF 21 —j A� EXCEPTAS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAW NGS AND Q Lu SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS I / SERVICES BEINGBOTH STR CI T CON DENCE AAND S ALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. RISER QUADRANT DETAIL SCALE-NOT TO SCALE f2 ILK UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD ki OBSERVATIONS BUT ARE NOT NECESSARILY 6191 i Id---:- EXACT. IT IS THE CONTRACTORS AGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW D CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION COMPLETE REPAIR FILE,PoR_G_036_E:Au acad_0.EVL.dwg I-900-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 1- 282' 282' 282' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SEGMENT DESCRIPTION THROUGH(N)CONDUIT W1 TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD CONST.W/0# VZ1FP-1030 SITE NAME PNW_CALF 7-A CRANIRING TIGARD i >_ w U Z FIB:BUR::119000179 f w w U Z Z 00 0 z U a�(on-R O LU— /W R/W R/W RAN R w g��w o w ® z W w LLL �o> � WSlIJ•Sr - --- -- —— T`© Ci JL— - -- yr,I -- -- —— Z U Q J m 0—EOP EOP EOP —— —— EOP EOP EOP EOP O0 Q m 0j LLL 1-- OO 282' BORE 3 Q ss 21 ss SS U o SW GAARDE ST EOP EOP EOP EOP ENGINEER:NATALIEFORET DRAWN BY:MASON FORD SCALE: 1-=29-0- R/W RAN R/W — R/W REVISION: - SHEET _ OF 21 SW GAARDE ST EXCEPT AS MAY BE OTHERWISE PROVIDED 9Y CONTRACT,THESE DRAWINGS AND 11746 SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USEDFOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. RISER QUADRANT DETAIL /•..+ 17-7 SCALE,NOT TO SCALE Q3 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AFi�fsitOOVGrou Com an -+ RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:P0R—TIG D36 E;Autocad_REW..dwg PLAN VIEW E 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 4 5 6 282' 282' 282' 1 66' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SLACK LOO PLACE(N) EXCAVATE(1) SEGMENT DESCRIPTION THROUGH(N)CONDUIT 1-48CT 36"x60"x36"HH 4'X4'BORE PIT W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZ1FP-1030 SITE NAME PNW_CALF 7-A CRAN/RING TIGARD U w U z FIB:BUR::119000179 J Oo � w U w U SET NEW HH ® 0 55 Q o z z I, BEHIND SIDEWALK �,� 0� \ co o O 0 z U O a L N R/W R/W -z ` j w �w p U 2 W T C W HH w -0> ~ -_ 0. -_�L1L� ® - SAA1. ---- --=-- -- -- - - --= U) U(n0Q z w cry/__= EOP EOP EOP f ��� o 2 z m a - 3r 1000 ® r 105' BORE 0 X ° LU w 177 BORE ss Q J 21 2 E- w U � CL-- --Ss--,W CL------ --- CL._-- U SW GAARDE ST EOP EOP EOP EOP ENGINEER:NATAUE FORET UDRAWN BY:MASON FORD SCALE: 1-=20'o- R/W R/W - / REVISION: 00 / SHEET OF 21 r / EXCEPT AS MAY BE OTHERNASE PROVIDED f BY CONTRACT,THESE DRAMA NGS AND jj S PE CIFICATIONSSHALLREMAIN 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. RISER QUADRANT DETAIL SCALE:NOT TO SCALE 14 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AiMRIaIA^OCVGrou ompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PGR_TIG-036 E;W..d_RM.dwg S NOTICE R5EOUIREO OF ANY AND ALL DAMAGES INCURRED SHALL BE PLAN VIEW F 48 HOUR AT THE EXPENSE OF THE CONTRACTOR. NORTH 282' 282' 282' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER SEGMENT DESCRIPTION THROUGH(N)CONDUIT W/TRACERWIRE COUNTY: WASHINGTON CITY: TIGARD CONST.WIO# VZ1FP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD U) w U_ > O cif �z w w U ZZ °- N Z U r m�a-R O R/W R/W R/W R/W R/V w � ~ ui cD SL coz U Q Q m — '� '�� [� �Z u [L LL L LU EOP EOP EOP EOP v Of 0 Q J 0 282 BORE 3 Q U) —r 2 I FIB:BUR::119000179 SS SS w 0 U O SS U —— —C L————--— -- C L— ---- C L— — C L ----- ------C L— — —------—------——--— -- — Q s I SW GAARDE ST i ENGINEER:NATALIE FORET _ I DRAWN BY:MASON FORD EOP EOP EOP SCALE: 1-2o'-o' R/W `R/W REVISION: R/W f R/W SHEET_lam OF 21 r EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRANANGS AND SPECIFICATIONS SHALL REMAIN THE /---�� PROPERTY OF MCI COMMUNICATIONS �f) ` S TRICT CONFIDENCE AANID SHALL NOT BE REPRO WCEO.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. RISER QUADRANT DETAIL SCALE:NOT LV SCALE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p ` OBSERVATIONS BUT ARE NOT NECESSARILY (U EXACT. IT IS THE CONTRACTORS AF=00DaMVWGIo,,p Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:POR TIG-036_E;Au—d_REV2.dwg PLAN VIEW G 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH MCI1 2 3 4 5 6 7 . 321' 275' 321' 46' 66' BORE AT 42" PL 2"HDPE PULL(N)48CT FIBER PL(2)2"HDPE LACK LOO PLACE(N) EXCAVATE(1) SEGMENT DESCRIFFION THROUGH(N)CONDUIT 1-48CT 36"x60"06"HH 4'X4'BORE PIT W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON MATCH TO SHEET 17 CITY: TIGARD CONST.W/O VZlFP•103O SITE NAME PNW—CALF 7-A CRAN/RING TIGARD I 0 U 46' BORE ' LACE(2)2"HDPE (n o w U by \. 7 6sO TRAFFIC LIGHT TO BE USED FOR CALF-7A FIB:BUR::119000179 > O LLJ w U F- S� (W Z Z O p 0 N z U U --- SiA/V-- -- 4 - - gSL EOP �C_� W LU �ZUa Q m 3 EOP co Q m LL ------ --- O w 2T 275'BORE ss U O ss r`nn CL-.-.__. _._.-- - -- CL _ _.. 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NORTH 1 2 3 4 5 6 I- 48' BORE AT 42" PL(2)2"HDPE PULL(N)48CT FIBER SLACK LOO PLACE(N) EXCAVATE(1) SEGMENT DESCRIPTION THROUGH(N)CONDUIT 1-48CT 36"x60"x36"HH 4'X4'BORE PIT W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD CONST,W/O# VZIFP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD / w U Z R/W R/W >ol� 0 w EOPEOP Lu D 0 Zz � L8' B R::119000179 Q N Z U (D U) 0� O 0- SWAVE w o _2O> �- � --------- UwU Q Q w2Z J mwLL LU w Lu 21'ZQ2 ® U) o to .- - --- EOP U O - - © R/W- Q SW 121 ST AVE ENGINEER:NATAL[E FOREr 13910 DRAWN BY:MASON FORD SCALE: 1•=20-n- REVISION: - SHEET�L OF 21 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, RISER QUADRANT DETAIL 1' SCALE:NOT TO SCALE Y7 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD .. OBSERVATIONS BUT ARE NOT NECESSARILY MM EXACT. IT IS THE CONTRACTORS A Giroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:FOR TIc m6-EAiA—d REV2.dwg PLANVIEW I 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 D ETA e L SEGMENT DESCRIPTION E WASHINGTON TIGARD VZlFP-1030 PNWCALF 7-A TIGARD 0 0 W U z > 0 w � �_ W U � z z 00 0 z v 0 0> F- ° UCAUa Q w 2z < ED a m [LLL O Ly Lj 65 H F- W 0 0 0 U a ENGINEER:NATALIEFORET DRAWN BY:MASON FORD SCALE: NTS REVISION: - SHEET�_ OF zI EXCEPT AS MAY BE OT HERW SE PROVIDED BY 9Y 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 WITH OUT SPECIFIC WRITTEN PERMISSION. A6 m- � A�DCM Group Company MATCH TO HH ON PG 12 A FILE:POR_TIG 036_E;Au..d_REV2.dwg 36"X60"X36" HH DETAIL I. SEGMENT DESCRIPTION COUNTY: WASHINGTON CITY: TIGARD CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD 0 0 U) W U Z ww W U Z Z 0 0 Z U .r�IL- F= ��IW UO O 0 o U(n0> Z w Q am �Q m a LL O wU) E70 w � J L— U) ? 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AI9501909N W Group Company MATCH TO HH ON PG 16 A FILE:POR_TIG_036_E:Aut d REV2.dwq o 36"X60"X36" HH DETAIL F SEGMENT DESCRIPTION COUNTY: WASHINGTON CITY: TIGARD CONST.W10# VZlFP-1030 SITE NAME PNW CALF 7-A CRAN/RING TIGARD 0 0 w U Z > U c(f w W U Z Zo 0 U U m7dR O 0 0 � ° coUu)UQ Q w �Q m _ LLm Lu bj W O O U U Q ENGINEER:NATALIE FOREr DRAWN BY:MASON FORD SCALE: NTS REVISION: - 0 0SHEET 2OF 21 EXCEPT AS MAY BEOTHER SE PROVIDED BY CONTRACT,THEE SE DRAW NGS ANO SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICTCONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A1r• Ody Grou Company MATCH TO HH ON PG 17 A FILE:PON TIG_036_F;A,A—d_AEV2,dwg