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PFI2020-00141 VOID (,(ze/zo 40 RECEIVED City fg O Tigard • COMMUNITY DEVELOPMENT DEPARTMENT APR 15 2020 CITY OF TIGARD Request for Permit Action BUILDING DIVISION 7 ! ;;l !! () 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or.gov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard, OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor E City Staff Check(✓)one REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): E CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). El REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit#: PFI2020-00141 Site Address or Parcel #: SEG406 Project Name: MCIMetro Access Subdivision Name: N/A Lot#: N/A EXPLANATION: I accidentally created this one when it's actually in City of Beaverton's jurisdiction. Please void, thank you! 4/15/2020 Date: Signature: Print Name: Lina Smith Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. An refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. FOR OFFICE USE ONLY Route to Sys Admin: Date 13v Route to Records: Date lj/1y2,,0 By /g Refund Processed: Date /1!/'/� By 4,0 Invoice Processed: Date / By Permit Canceled: Date1,/y0/y0 By,)n Parcel Tag Added: Date By I:\Building\Forms\RegPermitAction_b92314 doc Dianna Ornelas From: Lina Smith Sent: Wednesday, April 15, 2020 10:36 AM To: Dianna Ornelas Cc: ROW Permits Subject: Please void - PFI2020-00141 Attachments: ReqPermitAction_082014.pdf; PFI2020-00141 MCI Metro Access LS.pdf Hi Dianna, Can you please void this one? I accidentally created it when it's actually in Beaverton's jurisdiction. Sorry! Lina Lina Smith Assistant Planner City of Tigard I Community Development 13125 SW Hall Blvd. Tigard, OR 97223 E-mail: LinaCS(a,tigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 1 ty Trd EN of RRI G DEPARTMENT Y/if)i 24 'Q° PFI#:2020-00141 TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: POR-26988 SW Cascade Ave(Aerial)-Scholls Ferry to Hall Blvd IX TYPE 1-Franchise Utility Work Install steel strand for fiber optic cable,on performed by NWN,PGE, or utility Brief description of project: P agency existing utility poles along SW Cascade Ave from Scholls Ferry Rd to Hall Blvd. El TYPE 2-ROW Sidewalk/Driveway/Sewer Work performed for the purpose of _ ---- • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): SW Cascade Ave S EG406 main line tap ❑ TYPE 3-Full Scale Development Work performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: MClmetro Access Transmission Services Corp. DBA Verizon • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 2250 NW Aloclek Dr water service area City/State: Hillsboro,OR Zip_ 97124 ❑ TYPE 4-Small Cell Technology CI TYPE 5-Tigard Triangle Phone: 503 403-5143 Email: Wendy.Schwimer@verizonwireless.com Phone: 503-403-5143 NOTE: Type 1 and 2 applications may be Contact name: Wendy Schwimer emailed to rowpermits(altieard-or.gov. Phone: 503-403-5143 Email: Wendy.Schwimer@verizonwireless.com CONTRACTOR INFORMATION ❑ Same as applicant Name: Henkels&McCoy Contact: Tammy Munger CCB Number: 63699 Mailing address: 10001 SE Sunnyside Rd City/State: Clackamas,OR Zip: 97015 Phone: 503-313-1430 Email: Tmunger@Henkels.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 16.000 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes 0 No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant arc different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I,the applicant,certify that: • To the best of my knowledge,all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. %a411 /EGG Tammy Munger 4/13/2020 -\ -ipIicanr's authorize agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: PF12020-00141 Permit fee: Received by: I S Date:4/13/00 Approved by: Date: Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? 0 Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): 0 Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-ocgov • 503-718-2421 • Page 3 of 4 9 sw Ni,'• s. 1 Edge of Pavement Till— Ditch �. ' Streetlight •-•-•-•---• • r-•- �" Rehr[3ah+ _.. i`"rs T--rop'osrd•Sej�w'er me-- I I I c.e, i I I a) ;r gt Existing House I �, i Existing i �,� 3i . Driveway ai u` • 1 sf/f.%)-1 3 ' I r1 1 Existing Shop 1 • r -i''°< '- Powerpole i I = I 1 o • o ""---21...n la 95' 1 I D grope—[ijLine—•— ------ IN I I Fire Hydrant(FH) I Scale: -I"=30' I I I I i I TYPE 1 AND TYPE 2: MINIUM SKETCI I REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer, storm,water) Street& street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees • 2 • wwwti rd-or. ov • 503-718-2421 • Page 4 o 4 Cityo T' rd • 13125 SW Hall Blvd. • Tigard,Oregon 972 3 f 'b'a ga g S f LOCATION MAP NORTH POR_TIG_013 ma. SW CASCADE AVE&SW SCHOLLS FERRY RD TO SW CASCADE AVE&SW HALL BLVD FONID'S/NFID'S IN PRINT COUNTY WASHINGTON FIB:AER::5001 14283 8u0uE14 • w r F CI : HEAVENTON CONST. W/O# V21FP-1030 FIB:AER::500114226 �xr s1 1• -0 ti ,SITE NAME TYCO FIB:AER::5001 14290 ° ""°' e,;�1ePana9 D iWHO T, eO,,,,as .r) GARD '�NwTg CdaCery Outlet 9 vPxrwnitets s 'i, V Crunch FImW Hee;NITDUS WES© e<armn 0 END cne.,a (n 4edn U ,,,. 0 LampA Flue U Ross Ores.for leas© Taco Dell© 5Z IS 9 W l,J 0 kluge I Woke,lounge (n 0 0 Z cc Z O K s 7;;;vOn',:: © ap e)O W d p i (n O ©Cascade ass E' E 0> I' Bu NTA; • 0—Cn V Q Q W me h; >er \ a_ cows geey lr_ O A , 9 QCares Rridel H 0 b W _1 9rnrmranor V) N HH NOGa asomPPRacze TargetQP^v in W F 9Dem n O U Q BEGIN , q° LerMaaQ I i • ENGINEER:P.rNAKS r DRAWN BY: hex PICKS Scorbod Goods Q SCALE: xrs Gore,Ceram^ Goo& QJCPenney REVISION: - " — SHEET s DP 10 MVP AS MIN 9E OTa9Os PROVIDSO MOMS Mo SKPRATIOxlSE SIMS ANNA DE PROPER,OF Al '.. mrMNryRY6 srmwEo mc..Ass, awiwgiE reurN� uuEw. • CONTACT LIST ow°u„gpw4YOc0,m[°nC BEAVERTON,OR HAM ENGINEERING _ WES PHONE 5PA ICK E) 11 a ,—r��� �rl EW P EM E S.COHam M `��- ,'bM=�� Tk _� NAM ENGINEERING CONTACT'TOM NUNLEI' PHONE: EERI 217-6864 /iEWHEL6aMTCOV ` Emu TNIINLEYOHENKELSOON gq�semE Croup camo°•y Know wears below. �� I�� Company before you dig. ILl ro2nc PumarM.ay MCI TABLE OF CONTE\TS COUNTY: WASHINGTON CITY: BEAVERTON CONST.W/O A VZIFP-1030 SITE NAME MO CRAM/RING TIGARD 1 . LOCATION MAP 2. TABLE OF CONTENTS 3. LEGEND > o w 4. GENERAL NOTES 5. MCI OUTSIDE PLANT FOCUS z o N 6. AERIAL CONSTRUCTION DETAILS °o N Z 7. AERIAL SLACK DETAILS oo 8. PROJECT SUMMARY SHEET ct C.) Lyi J 09.- 10. PLAN VIEWS Q M a_ ow J n F w O U U ENGINEER:P.NNUS DRAWN BY:Nam SCALE: IRN REVISION: - SHEET 3 OF to EXCOn As WAY SE OMP5WE - CRnOEN SrmstfCl.NESE F➢1ICKI NS SNR ROAN,.ME TWPEOT CS WI OWI BUNG pRn ISSUED SF COxiiOWCI SIC SHALL MOT PC 4VRODUCID. CRIED.OR USEDANY fa PURPOSE nvirrEN�NiSIDOI SPECIFIC /A% HENKEL5EMr-COY 0 Aaal�55 c.o uP 6omvonv „a_11 o1l_M1*•.E.I-I LEGEND MC • LINETYPES SYMBOLS V INFORMATION TABLES — - — STRAND-PROTINC • RISER-EXISTING WET UTILITY MANHOLE-EXSnHG `IN WRIER { UTILITY POLE IWORIAMIIN TARE AURAL -PROPOSED FOE XBBER ————— AERIAL FIBER-EXISTING • RISER-PROPOSED (SIZE AND MUTT TYPE MAY VARN POLE OVERMAW H OFFER (NUMBER dF ATTAGIMEMI$MAY VTR'() WASNINGTON ————— AERIAL FIBER-PROPOSED A TAG CIS HT YR LIWIF CATCH BASIN/INLET(RECTANGULAR) MAP MP. MAP NO c ` BEAVERTON CONDUIT-EASING BORE PIT-PROPOSED CIMI NO MOLIrc D'-a CONDUIT-PROPOSEDCATCH BASIN/INLET(ROUND) EIO (DOZE MAY VARY) PROPOSED/1W I P-a CONST.W/O A K1PP-1030 ��(( SITE NAME TYCO ........ WATER N ORE HYDRANT w W WATER Ran"cos -1 CPAN/RING TICARD T T TELEPHONE WATCH/GAS VALVE I���I (SOIZOLE W Dom;-PROPOSED #ff LOUN.T: SEQUENTIAL N/OUT CALLWT P/O /O FIBER DPDO CI ''NI WATER/GAS METER L.---_I A ELECTRIC SEW SEA SANITARY SEWER LKAIi POST ® IPANSASGON/D6MIBUfpN POLE IN: SEQUENTIAL IN/fAL CALLOW SI STORM DRAM1PAN9165pX POE #F TAIL (/) GUILE IV ¢ STREET LIGHT T W sM s'M STEAM DISTRIBUTION POLE U Z O TRAFFIC ERNE ARM O #F TAU SECIIENML TAIL/OUT CALLOUT > O v UNKNOWN UTILITYOUT) LLI -. FENCE (� �e GROUND/BONDCr U I— :- GUARDRAIL L ) TREE HATCH PATTERNS T- z D 0 CC cc low R/W RENT OF WAY �\\---✓✓✓ pp AEAERIALSTORAGE-EXISTING z 0 EDP OOP EDGE OF PAVEMENT -------_.- CULVERT 0 U N z U Oa (Or FACE OF CURE _.._� I— mp WOLL D ARAL STORAGE-PROPOSED —(n C LY U d •FP >,..,_ PUBLIC SOOTY EASEMENT �Q N W U CENTERLINE t. > > O 0' VAULT/WILDING STORAGE-EXISTING "� 2 O ~ - .,. SIDEWALK 1 __-! BRIDGE O CONCRETE SIDEWALK GRAVEL —in U Q Z IG O _ _ _ � ` Q STREET cN O' VAU'i/BUILDING$TORALE-PRDPOSm , \ ALDA ADA DAMP POLE ANCHOR/DOWN GIN-EXISTING a ' : . ' . . - F— O U W J POLE ANCHOR/WAIN GUY-PRIWDSED GRASS/VEGETATION WATER 1— 0 UTILITY POE-PROPOSED in j ~ ABBREVIATIONS -► FOISTING ANCHOR-PROPOSED U X UTILITY POLE-POWER 0 ASW ASPHALT SIDEWALK JB JUNCTION BOX 0 7, POE SICEWALK ANCHOR/DOWN VW-DUSTING Q RIP BUCK IRON PIPE MH MANHOLE 0 UTILITY RITE-JOINT USE BSP BLACK STEEL PIPE MP MILE POST T PORE S10EW LK ANCHOR/DOWN OLD-PROPOSED CSW CONCRETE SIDEWALK 0/S OFFSET ID UTILITY POLE-JOINT USE RITA DUNSgAOlER - \ CORN GUY TO ENSIINO SIDEWALK ANCHOR-PROPOSED CTL CENTURY LINK P/5 PLANTER STRIP ® MIN POLE-POWER WITH TRANSFORMER OAR DRIVEWAY PR POWER RISER �� SPLICE PONT-IX6DNG ENGINEER:P.AORI6 ELECT. ELECTRIC PVC POLY VINYL CHLORIDE 0 UTILITY POLE-PHONE DIPP4 SPLICE POINT-PROPOSED DRAWN BY:WM EOP EDGE OF PAVEMENT RGS RIGID GALVANIZED STEEL CONDUIT WO TERMINATION-[FITTING SCALE: Ma • MID-SPAN CROSSOVER CLAMP REVISION: - EOM EDGE OF TRAVEL WAY ROW RIGHT OF WAY FOC FACE OF CURB SEW SANITARY SEWER -- ® TERMINATION-PROPOSED SHEET a OF to MEN RATED VAULT-cow ExErvr As WV M Drxerwx F/D FIBER OPTIC SD STORM DRAIN I''-_- ] (SIZE AND UTILITY TYPE MAY VARY) El PULLWx-IXDATIAS an mwO��N. sT WOW WE ROW,OF VsWL HOPE HIGH DENSITY POLYETHYLENE STA. STATION cwuwuma SEANCES MC.Dorm 1TViRC RATED VAULT-PROPOSED �B PULLfpx-PDOPoSm ABB m.c WALL WY M B RFA coMTUWIDE HH HAIAHOLE SIN STEAM ® Im O�EowwArn (SIZE MAY VARY) nowt TEL TELECOM O CONSTRUCTOR NOTE/RESTORATION CALLOW wwrio aswnvo+. WWTxWXE-DURTINC III....-..., GT I (SIZE AND Ntt TYPE WY VAR'() HEM L T{) PHOTO-MARKER HH IAYADNOLE-PROPOSED �/ (SIZE MAY VARY) PEDESTAL-EXISTING r`ii NORM ARROW HENKEL5 a Mr-COY III E • (SIZE AND uTRltt TYPE MAY VARY) 174 AIWMYAIMMP Grow WmPa-Y In PEDESTAL-PROPOSED (SIZE MAY WM) mp_ne-a:3 m+oue..o GENERAL NOTES MCI 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 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, wgsNiNCTDN 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: BEAVERTON 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 i Y21FP-103O 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 TYCO 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 CRRN/RMG nCMD 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 413 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. Cn 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 5 O La 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 Ltl U o ON-SITE AT ALL TIMES U Z Z O 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,BUT NOT LIMITED TO:EXCAVATION,TRENCHING,SHORING.TRAFFIC CONTROL,AND SECURITY. OL 0 N U CC O I- 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 W d U U LL SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. -OJ F O Z 8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE. U z U CO < m ILL E 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 \ 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 I— QUJ ijj CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION. _ (.1) H 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, (n Z ~ REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. LLJ 0 I1.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 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:D.NOSES 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:NMI SCALE: FAR MALL 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 A OF ID EWT AS MAT BF OTIERYFF man.ar ORIOIFCT.mess IROMMCS MDEQFFINMS SNNL REMAIN ow',POKE,OF FACES uM row wooer, nACYTTAFISOTCT Awo ow,Nor BE REPRO . =FED ME IS M O FO DL¢D A-IT RAMOSE wM EPnC *Asp RNMSNOW. HMI HENKELSa MCCOY ‘.mnlasapoor Group CDmPOny -I T:uTEGE MMEMDmwa MCI OUTSIDE PLANT FOCUS MCI FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNT: ASSHINGTON CITY, BEAVERTON CONST.W/O VL1FP-1030 SITE NAME TYCO li 1_THE TITLE OF THIS PROGRAM,F.O.C.U.S..AN ACRONYM FOR TIBER 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-FOCUS. 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 MCTS 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. (/) 3- REVIEW OF F.O.C.U.S.IS MANDATORY AT EVERY PRE-BID.PRE-CONSTRUCTION SITE MEETING AND DAILY TAILGATE W MEETING.FOCUS.DISCUSSION MUST INCLUDE STTESPECIFIC HISTORY.UNIQUE PROBLEMS.FACILITY •CONTRACTORS ARE NOT ALLOWED TO CIN ANY CABLE.CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCI C) 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. _ • EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES.AN MCI EMPLOYEE a J at 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 0 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 Z y' 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 ~ LINE AND DEPTH OF THE CABLE). FOR THE JOB. 00 NIZ 5. LOCATE AND POTHOLE REQUIREMENTS: (7 Ct •CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS N d O f� DUCTS WITH ACTIVE CABLES. (n a:> THE • PRIOR TO ANY EXCAVATION, MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIAL �- LOCATE MARKS COMPLETED BY MCI OPERATIONS DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS! 2 0 THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEAST • PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT:HOWEVER.SAFETY REGARDING YOURSELF AND OTHERS IS (�Q Z ONE PASS IN EACH DIRECTION.LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS AND THE MOST IMPORTANT PART OF ANY PROJECT. UZ g W THE AS-GUILTS. Q m a Li • IF THE IL ROUTE WILL BEE MARKED CONTINUALLY DIGGING WITH ORANGE PAINTAJ✓D SUPPLEMENTED BY MARKER HAGS PLACED EVERY 10 FT,THE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND 0 0 r DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY IS FT.,THEN EXPOSE THE ENTIRE LENGTH OF TE (n CABLE BY HAND DIGGING OR VACUUM EXCAVATION. (n W 0 • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 6 FEET(BUT NOT CLOSER THAN 3 FEET) 0 OF THE CABLE,THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED U BY MARKER FLAGS PLACED EVERY ID FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLEA MINIMUM OF EVERY 15 FT. Q • IF TIE 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.TIE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A MINIMUM OF EVERY 30 FT. •THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT.IN ANY ENGINEER:P.MAPXSS DIRECTION,ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED,OR THE MARKED RUNNING DRAWN BY:FIMI LINE DOES NOT MATCH THE AS-GUILTS. SCALE; RN 6. EXPOSING REQUIREMENTS. REVISION: - • NO MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIES SHEET s OF So HAVE FIRST BEEN PROPERLY LOCATED,POTHOLED,POSITIVELY IDENTIFIED,CONTINUOUSLY EXPOSED BY HAND Ur DIGGING OR VACUUM EXCAVATION,AND THE FACILITIES ARE CLEARLY VISIBLE. Nwmrco SI 05P11A4i TESE OPPOPIPPES CCR SPELL MN ME PROPER, C •IN ADDITION,MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACILITIES REQUIRES ON-SITE PRIOR APPROVAL ®xc sOm x SERVICESSTIE R'RIME FROM MOTS EMPLOYEE OR CONTRACT REPRESENTATIVE. vn sxA.E Nor NE REPPO°`®, HAIEU.OR USED FOR T. PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS.KNOW IT AND WIT2XRNT•RSPOSE SON vEanc FOLLOW IT. HIV► HENISELS a MMCOY A lwI•fl Group Comomr TILE'rWKTc_eu_ronwu IC Jr' MCI GENERAL AERIAL CONSTRUCTION DETAILS TYPICAL DETAIL "A" TYPICAL DETAIL "C" POLE ARRANGEMENT FOR TYPICAL DETAIL "B" TYPICAL CABLE & HARDWARE COUNTY. WASHINGTON AERIAL TO BURIED INSTALLATION CITY: BEAVERTON POLE ARRANGEMENT FOR REPEATER OR HANOHOLE LOCATION T2' IY OONST.w/0 A KiFP-TDaD 2, SITE NAME TYCO% % GRAN/RING TIGARD GUY CABLE SLAMP 3-' Y 31. WIPE UCLWP GROUND WIRE CLAMP GABLE LASHING --WIPE CLAMP STARLESS CABLE STEEL LASUPPORT HER AND % (xHMIN.OF 20 2'WLV.STEEL POLE TOP VIEW CABLE 050U""SPACER 2a TIMES THE CABLE STAINLESS STEEL TARTER CABLE B YIO G GROUND LEVEL CAUTION TAG FIBER DM-) SUPPORT AND 0.50"SPACERIII CAUTIONLE TAG FIBER oC URE RLCK CABLE CLAMP IN'MCOLOORR LE BLACK (� vn IN COLOR CABLE PDLE POLE TOP NEW #B INSULATED COPPER WIREW LU POLEPOLENOTES' U�. PO AND t010.)5"COPPER 1.EXTEND LI-GUARD MIN. GR..,LEVEL GROUND FOo GROUND LEVEL Z CONDUIT B- BELOW GROUND CONDUIT ON QUARTER ON - q Q' O w 2.fOR CONDUIT PLACE POLE NEAREST REPEATER 11III=II IngFITI 11-,T11111�-I1 I- I- a2'LAIN. OR SPUCE HANDHDLE �.• W (, D 1 V-GVAPO BELOW A"qT BEND 025 AT STRAND TO SURFACE TO CONDUIT (BB"RADIUS) SHEATH BOND Z ADAPTER LOCATORx d' TYPICAL DETAIL "D" p0 �_ z v SUSPENSION STRAND - PULL CONDUIT TO HN OR TYPICAL DETAIL "E" +'(n E O TOWARD POLE - LESS THAN 5 REPEATER IU D_ ~ LL1 U d FEET TYPICAL ARRANGEMENT OF (n(Y> O CURVED WASHER CABLE LASHER AND CABLE >0 H- CABLE SUSPENSION w TYPICAL DETAIL "E" GUIDE U v)O Q a w SUSPENSION STRAND - PULL BOLT APPROX.a Z J m 2 GUY HOOKOINK CABLE GUISE CARE USHER -.Q CD EL e. AWAY FROM POLE - 5 FEET SPACER NUT OR MORE Ct \ / }( GUY I- O o w \\ I POLE TOP t9;Irv— J \ 1 BUL 11 (n ~ LESS BUT THAN TO C08¢REEL CABLE (.0 V) I- w GUY CABLE SUSPENSION CABLE SUSPENSION BOLT I ' " GUNNED WASHER SNAP E..)I 2 GUY NOOK PULLING LINE CABLE SUSPENSION SPACER NUT 0.B125'52"ROUND GUY WASHER TYPICAL DETAIL "G" CORNER SUSPENSION LAMP TYPICAL DETAIL "I" ENGINEER:P.NARKS JOINING 045 LASHING WIRE ANCHOR & DOWN GUY DRAWN BY:Run SCALE: BID // TYPICAL DETAIL "H" GUY REVISION: - 0 - " J� LASHING WIRE GRIP AND CLAMP CABLE SHEET R OF to �7 IElaRRIt`om�PT TORIwilnc1o'I w u Ewan.PAO SPLOREATRIS WELT C LASHING WIRE 0.9MM RW PETRIE,TE"LI FORMING WIRE OVER GRIP mwu.uLals GANRS IHc.BM STUD OF CLAMP FORMING LASHING WIRE WIGS ISSUED N STR[T CONCBCI AROUND STRAND I'��////'' 1ST LASHING LASHIN WIRE Alp sxNL Lmo Pmoocm. onawy.on,� SHOULDER zxD LASHING WIREon WSF WAR.smcwc REMOVE ANY SLACK IN THE LASHING WIRE FORM THE LASHING WIRE AROUND � CLAMPING NUT TERMINATING MR ID Rpm.w"x BY MNNTAINING A PULL ON THE WIRE AND THE STRAND AND PLACE IT BELOW E%.GRADE TAPPING THE STRAND SHARPLY. THEN THE STUD AND BETWEEN THE , , TrFORM THE WIRE OVER THE STUD AND SECOND WASHER AND STUD TIGHTEN THE NUT.CUT THE FREE END OF SHOUL D E R THE LASHING WIRE OFF O)5" BEYOND NOW. TVREASEO STUD 1ST WASHER _ END EACH -�' ' . LASHING WIRE SHOULD CROWED PLATES 2ND WASHER WITH 10'DEAD ANCHOR END OF THE CLAMP. FOLLOW LAY OF STRAND WIRES UNDER RENKELS L NIGCOY GRIP n l•1•111111./tOV Cm 4.Company =t MCI AERIAL IN-LINE SLACK STORAGE DETAILS COUNTY WASNINGTDN Tin: BEAVERTON SONS_W/O I VZ1FP-IO3O TYPICAL DETAIL "A" TYPICAL DETAIL "B" TYPICAL DETAIL "C" TYPICAL DETAIL "D" '.AVE TYCO RESERVE CABLE LENGTH IN-LINE SPLICE APPLICATION BUTT SPLICE APPLICATION LASHING WIRE GRIP AND CLAMP C-LASHING STRAND STORAGE APPLICATION WIRE GRIP INSTALLED ON STRAND C-LASHING I a3T, f R4 ( WIREGRIP ii '1 ! Y OF FOLLOW o �a o U zU� 3z m Q m a E TYPICAL DETAIL "E" TYPICAL DETAIL "F" I- 0 o I,;] HARDWARE KIT SINGLE & DOUBLE FIBER LOOPS In V) I- U D 0)0'#20 W 0 STAINLESS STEEL STANDARD TAP 0 LOCK NUT SUPPORT BRACKET L+ 0.55rNYLON DIAMETER � 1 NYLON WASHER ...... .lile ...............r.„.rv5' 0.SU3 RO.375' / SHOULDER WASHER ,ENGINEER'.P.NARKS FIBERL➢OP UNIT DRAWN BY:Ham SCALE: .s REVISION: - SHEET_i_ OF m nax AS WV BE OBgMs C I / HUICT,m(EF vROW. O.Wo SPt0FCA IN xN L. N OW.IlE PROPER,1"wI iGTNS SWAGES ML.BLT4 BENC 6SUE9 N PRCI COUSCCD AM SHALL NOT BE REPRODUCED. • ( . 11jV HEM HENI416 a MFCON T:1R PT`RI."'""d9 PROJECT SUMMARY SHEET MCI. WASHINGTON PROJECT CLARIFICATION SUMMARY BEAVERTON CONS!.W/O I VLIFP-1OTu DESCRIPTION QUANTITY UNIT SITE NAME MO COAT/RING TIGARD AEFO-72CT 1591' LFA AEFO-72CT SLACK LOOP 792' LF 6M STRAND 1591' LF U W 6M OVERHEAD GUY 230' LF 0 0 6M GUY AND 3/4" TRIPLE EYE ANCHOR 2 EA cc W U ~ D 6M GUY TO EXISTING ANCHOR 2 EA (n Z D 0 ct 4" CONDUIT RISER 54'-10" LF ZO NI Z U NEW SPLICE CASE 3 EA 7)(7)a 8 a 6M OVER HEAD GUY 230' LF (n 0 g O TREE TRIMMING 7 EA C?(�U Q Q w Z J EO a m d W . ~ W N W 0 U Q ENGINEER:P.Ma DRAWN BY:HUM SCALE: ION REVISION: - SHEET a OF to ICWr AS SAT BE OMM@ POWAID o BY cor1wcC.T1r ac:a0 THE�mn or w swu mar SSU[EAMS,T"fc BOD HAM HENKEL66NKCOV n MYSMfVVGroup Comvo•y F'LE:o0.nc D132OPWU45v • • (I) 0 0 ® OO O NORTH 2 93 C 1 1 3e PLACE NEW STRAND AND LASH(I) SLACKLOOP RACE NEW INSTALL 4'RISER TREE TRIMMING r` SPLICE CASE 72CT FIBER CABLE ANCHOR MID CITY AND STANDOFF PLACE Ell STRAND BRACKET COUNTY: WASHmcTON REv MAW 6 CITY'. BEAVERTON xu1W! n59 CoxsT.w/o♦ VZIFP-1030 , muPOLE OMER AN ja TOL 3 50 1967 N3 4 ] IRE .':7 1 1„II [I ,Y SITE NAME nE0 LGE x00EEA 24 POLE xlLORA 1064 POE NERRSEC 34-2' •r WA .r 1'VLil R '1L11 . l:�ir1 POLE OMIER 41r CRNJ/RING TIGWD POE POOP 33-0 B TOG 2_0 2013 POE SR 31-B WF . Cll.xr LL3 , 4RR4411 REV____ 1MBI L' L� POE SR 31-0 PIE y(lq 3_0 � ®� ml. POE 3TH 31-10 POEC 2)'-B' 34-0 I'iNgiEard i.111.+14Effitil aP ly POE 4BRIY0 31-1 P10EC M'-R' .r I f Ism POE IN 29-a POE SA 30-4 w 26-0 POE PUIP 33-0I GT>EAMEETEN GEI IQa POE SIL 29-0 POE PPP I-0 rm 24-4 POE GUY 33-I I:c4']L EEELI /237: EEISI ME PPP 29 1 24-4 RA 23-6" POE aft GAdaErIER ©fl POE URI 25 : WO 2-4 4LI 26'-8 PLEC 23- © I' PPC 25 L -4 LLI µ R:POE IPCRME I' PIE ERIN 21-I �. 1II:)♦f 0 MN N 25-4 ANCHOR.UPGRADE CY 21- � NP M-6 POE STAB 25-0 '.LP C.) Z BDT0]]9-CC GRADE FIR dm MR:4REE TAN x WO N-{ MO 23-1 DO TO /16'DUE TO NLI ' 12-1 4 YR. CN 2-{ ...RIFLE TRIY a1SI 0 Ll PLO R¢ULTS. Y:LSE PVGE 210 FM 30-6 n.Z' r um P(TIMk Cli LOWS L I— — AT. LOWER COWL ]/6'W NOIRE 6' ARM 6'I'P' FIT , IZ',d IGAEN COOL LLI I0.CIA LOWER COOL BE10W 041511 C CC lD MR'.TREE BOND (N) P{EBB 1I•_D' U fl15TNG 3 M'CIIp0 Ma:PGE BOND I2.SA10 LOWER MED In Mc1:PLACE NEW]/I (s)TO BECK UP 1/0 STREETLIGHT PG[LHPN 0 0 NNCI EBB 25-1' 1z'. Z O ANCHOR Wllx 6'PLATE TX DUE To PLO Ill AND REPS M4"a LOWER L TA y TDY Dc m(s). RESULTS. 0 Ellmxc ram 20-.LOWER 0020.Yw cY Z O MCI:PLACE NEW RISER MCI rxcmM:H cM ro.roA 1e R COME 24'.uro O O N U AND SOBS ME). .T 020 22'0'sPE< LPLER cola r'. _ NOTE:MVCDOR AND 0G 6 UNNOT PE uPCM0E0 0uE to PLR OBTAINED N N a IiJ O a RESULTS. MATCH TOIXHH 0 l> 0 M 0 I— _- R .. FIBBUSei SM11{H6 ---- Z U N. l l_ =_ UZ m O Ea a_ \�� WLLo — y ©O0 _ — _.----0- __— SACASCADE AVE . wscyouaeuyuwv _ ne' _ C RS 00 - © R-,;SODI Ia20.1 2� O 132 In �20' Cn U O - HWY LI/ HIT[ ____ E AER::E0011.1226 - � <{ N -- ENGINEER:P.WINKSDRAWN BY:HMN „O RACE II)NEW 4"RISER SCALE: 1'.IOS AND STANDOFF BRACKETS REVISION: - SHEET 9 OF 30 RUM DUAL caw As MAY DEONERWEE PROVIDED POIE7138 DDRAWNGS M5 1320IFCNYNS SANE RLw1x rot RR0ERn or.oc, BEING Rum N STRICT WI conic L�m P FORRPRO°14FO. MTurr FNR R4RN 11 SPECIFIC HIH �•� UNDERGROUND UTILITIES HAVE BEEN HENKELS EMCOY \— PLOTTED FROM AVAILABLE RECORDS AND ARw4RA'GrouP ComDxn�, FIELD OBSERVATIONS BUT AVE NOT P NECESSARILY EXACT- IT IS IL E CONTRACTORS RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTII ITIFS PRIOR TO CONSTRUCTION. FILE:Poa_114uL3_wYDNA.09 PLAN VIEW A Dia BEFORE YOU DC COMPLETE REPAIR OF SHALL AND ALL IS NOTIa-5665 DAMAGES INCURRED SHALL BE AT THE {B HouRS NOTICE REWIRED EXPENSE OF THE C_ONTRACTDE. Q e n (4) `O B_._._ NORTH �/jr. 554' 230. 1 2 01 0 MCI STRAND AND DISH(I) SUCK LOOP OHG PLACE NEW PLACE GUY TO INSTALL 4'RISER PLACE NEW TREE TRIMMING 72C1 FIBER CABLE ANCHOR AND GUT EXISTING ANCHOR AND STANDOFF SPACE CASE PLACE 6M STRAD BRACKET COUNTY: CITY, CONST.W/O A VZIFP-1030 ITEM MIYOFT IZ ML P' 13 iln jlr3rl 4lJT;zp3 SITE NAME TYLO POLE RI/HA 3819 . RARER 5319 m- :r!}1l:] CRAN/RING nWRD LOUR DIRER PSE 'S. LA.R 'c Il&I L,P:_Sr, g TIC 2 SO 1983 8 TAG 1 . 1984 8 VC 15 1984 FIMINERMITM IN NO. C11(1A IMP I CII T. W➢Mr CII 7A '=MIMEO AGE MW 3-6 Pa 5M 23-10 POE MNTISEC 35-2 Ii31 1' RF IOIR 36'-x PE{IMASEC 28-5 POE TORS 34-10 GEi rg ml POE IEUTASEC 36-2 PCL AMP 28-2 PG POW 34-10 IiSSLRi �6ml POE KAP 35.-6 PGE SR 28-0 CIE STA 33-6 agnMilEigal POE SIN 3Y-6 '1:1 6-0 11E SR 33-4 (n ICE SR 3]'-4 LYE) ]5-0 HE ERR ]1-. IZAIIIMETMEN KEG M10 I-44 ® � M:101 U S :f_x C:=1111M. Qi LR.S 33 •' ��Oi �NE 7 -4 ® > O P OE Esx i.2--r TR 28-4 I IX H- 1-- HR n-10 Iik. & a LU Ml POE PERUSE x 3/4" I � PEA[TOO 24-4 ��I (n 0 0 ANCHOR WITS Is' 50p 6ty :9 a PEE(TO) 2-4 / Z MEI R,,M)R IOO MD 26 • PO[ITEM 22-4 UR 18 er cL ▪/' 6 POE RUSE XEEr MCI II-S .-POEL EH',F rE / Z O 1- *5-nIlEYisTixc IL. M N (n U ro 1apEPARATwN M4 ICE Boxo IN. LOWER LOUT (mom01( P STREETLIGHT HN1TY2 LEI:PIIL W 3/; O O N Ix'.Cu LONER COM DOEMO ml BEER To WE NCI FEWEST TO MOTOR A 6V DC 5' / 1- - Z 12'.EAro LOWER FOB a1 o- nKH TO Lru BUR (NMI. V)d O a. BOND sR HOWR TAM rO.P.GIL a) a-w U MCI:PUCE NEN 101E MAW PYRE MEC RET II5108 COMILES) In eV> O DO TO NEW POE 5' P MCE PEACE NEW RISER O MORSE S.10 IKE REOYEST 10 ON E 5TINC RCE SCES 1-- BOIL ECDI D ARKY i0 POE 1.5' (XE). I:i U m Ct `D w' MGHDII 6'(E). U Z RESULTS � - SW CASCADE AVE --- \!� • AR>Tfi0 :L�66' © LLI O lea' .. `\ 1 0' 1]1 BUER300114200 _ ___. HWY 217 HWY .. — - _ DRAWN BY:NM N SCALE: 1'-m REVISION: - I.IO SHEET to OF to IMF EXISTING (G SEWPR BR EREP14 wT 6I 01KIMFE EMEXISTINGsrSTANDOFFF BRACKETS PpMD BY CROTRACT,RIESE DEIMOS MD SPEO w RCATS WEE TI0 PROPER,Cr ICI II�0M sum ISSUED STRICT i1HOMS RISER DETAIL MO 51 LI"UTT 66 POTROD`�• TOLE DO COREDle ART PURPOSE MRCUT VVELMA yawn.Pam65901. • UNDERGROUND UTILITIES HAVE BEEN HENI4E.. .. . PLOTTED FROM AVAILABLE RECORDS AND �; FIELD OBSERVATIONS BUT ARE NOT "MOW. Om°P OHHERMp NECESSARILY EXACT. IT IS THE 1 CONTRACTORS RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. RI PCP_T6i013_110040WA4.9 PLAN VIEW B CALL BEFORE v55 dG COMPLETE REPAIR OF ANY AND ALL ✓%<: 55 DAMAGES INCURRED SHALL BE AT THE W HOURS NOTC 55ME REOURED EXPENSE OF THE CONTRACTOR DEVICE SPACING: 0 Northwest TAPER: 20' Traffic Control TANGENT: 20' z s Portland (503)262-6500 Vancouver(360)604-5655 Fax (503)262-0357 Toll Free (800)783-9733 Typical intersecting side road 100'+/- 100'+/- 100'+/- °m flagging taper 1.*Ag >m • 50'min-100'max DA m IP .o^' • 4—Towards SW Hall Blvd ® ® r 100'+/- 4 100' +/- 4 100'+/- SW Cascade Ave 100'+/- 100'+/- 100'+/- f ' A Towards SW Scholls Ferry Rd—w- • a;Fig9T Actual location and length of work area may vary according to location of poles being worked. SUMMARY OF DEVICES: 2 X FLAGGERS ODOT PERMIT# . 2 X ROAD WORK AHEAD OWNER: PROJECT/JOB NUMBER: 2 X BE PREPARED TO STOP Henkels McCoy VZ1FP-1030 2 X FLAGGER AHEAD PROJECT NUMBER/LOCATION: CITY/STATE: 20-40 X CONES SW Cascade Ave Beaverton, OR. PRIME CONTRACTOR. Henkels McCoy PO#50V31-860 CONTACT NAME/NUMBER: E-MAIL: Tammy/503-313-1430 tmunger@henkels.com PREPARED BY: TRAFFIC CONTROL CONTRACTOR: Nathan Burris 503-262-6500 Northwest Traffic Control Inc. All signs and devices SHALL conform to the MUTCD/OTTCH. ORCene Exp:11/30/2022 WACert# Exp:04/30/2021 E-MAIL: Will adjust to fit field conditions. 07634 010685 Nathan@nwtci.com Plan NOT to scale. FILE DATE:04/08/2020