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PFI2021-00316 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT s COMMUNITY DEVELOPMENT Permit#: PFI2021-00316 Date Issued: 09/27/2021 T[G A R.D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG406 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: MClmetro Access Project Description: SEG 406 I Directional bore to place 445 LF of 2" HDPE conduit, install(1)30"x 60"utility vault, put in 288f fiber optic cable and splice and test newly installed cable Class of Work: FEES Type 1 -Utilities(gas, electric, data) Description Date Amount PFI Permit Fee 09/27/2021 $2,100.00 Total $2,100.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website atwww.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: TAMMY MUNGER CLACKAMAS, OR 97015 PHONE: 5033131430 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. PermitteelApplicant Signature: See application yIN ' Issued By: Ac 1 LO � ilitet k/ Special Conditions(See Attached) ((JJ Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2021-00316 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices,flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District) and other service providers impacted by such closure. PFI_Utilities 08 -TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.) before initiation of construction work. PFI_Utilities 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Utilities 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 15- UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 17 - REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities (roads, ditches, etc.)as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name> at<Insert Phone#>,to establish a preconstruction meeting. PFI_Utilities 20 -NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24) hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Utilities 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 22 -DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Utilities 23-MONUMENT PROTECTION Applied Notice Existing monuments, property comers, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Utilities 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2) persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Utilities 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Utilities 27 -PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance (Certificate of Compliance). One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also,any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). City of Tigard PF F I2021-00316 I#: PF Ph ■ ENGINEERING DEPARTMENT TIGARD Public Facilities Improvement (PEI) Permit PROJECT INFORMATION TYPE OF WORK Project name: Cascade LS6 N TYPE 1—Franchise Utility Work performed by NWN,PGE, or utility Brief description of project: Directional bore to place 445 LF of 2" agency conduit, install (1) 30"x60"utility vault, put in 288f fiber optic cable and ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer SEG 406 Work performed for the purpose of: splice and test newly installed cable. • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and main line tap Location (address if available): From an existing MH across from 10329 ❑ TYPE 3—Full Scale Development Work SW Cascade Ave to a new vault at 10185 SW Cascade Ave performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Street widening MClmetro Access Transmission Services Corp • Mainline installation for sanitary sewer, Name: 1 storm sewer, Tigard water, and Tigard Mailing address: 2250 NW Aloclek Dr water service area City/State: Hillsboro, OR zip, 97124 IDTYPE 4—Small Cell Technology ❑ TYPE 5—Tigard Triangle Phone: Email: Phone: NOTE: Type l and 2 applications may be emailed to rowpermits(tltigard-or.gov. Contact name: Robert Newbry Phone: 503-314-0826 Email: VzB.OR.OSP.Engineering@Verizon.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: Henkels& McCoy Contact: Patrick Marks Mailing address: 10001 SE Sunnvside Rd City/State: Clackamas. OR Zip: 97015 Phone: 503-347-1137 Email: Pmarks@henkels.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 30,000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes I9 No Case number: g• e° f 7/r- 2 .--"772 raoT S7�r� a43 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 972Z3 • 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 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or licensed Utilities are not required to obtain the owner's signature on the application. I, the applicant, certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. i Tammy Munger 8/25/2021 Applicant's or orized agent signature Print name Date Property owner's signature (if required) Print name Date �l13�6�� STAFF USE ONLY / av Case No: PFI2021- Permit fee: � L,' ® Received by: NT Date: 8/25/2 Approved by: Date: q/tg/Z/ Notified by: Al-- Date:qI 127 102A City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-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 ail that apply): ❑Small Cell 0 Macro ❑ Street Name ❑ Site Address How many install sites are proposed as part of this permit 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: 0 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-or.gov • 503-718-2421 • Page 3 of 4 Edge of Pavement lip + u Ditch I Streetlight •—•—•—•—•—• • r—•— } { Rain Drain `,`+ o_± ® Tj I r c0 a':,:,..gm ': `1 IIII t 1 I T-1Fo 33Te'-d"S A T SI•--- I kei I a1 NI I Existing House - .4I Existing >1 i Driveway • al se I _ ! I "> I 1 o I Existing Shop Powerpole I I • o 1 ~• � I' 95' 1 ------Frope f1Ti ie—.—.—.—.—. 1 o Fire Hydrant(FH) iI Scale: 1"=30' I I I I I I I I TYPE 1 AND TYPE 2: MINIUM SKETCH 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 Sc street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 LOCATION MAP NORTH „4, H&M TIG 007 I MCi. CASCADE SITE ENTRANCE FROM XO MANHOLE H&M TIE-007 FCC FQNID'S/NFID'S IN PRINT 1S135BB COUNTY: W E00SEEGN FIB:BUR::XXXX)OOIX CITY' TGNG CONST.Wro It 825491 Amazon Books SITE NAME NUI_T10_om r�'+," CRAN/RING ncrm C+eseentG a pip Red Robin Gourmet L'► 9 i, y Sea r Burgers and Brews Y Ho' W U > o o END w SW WDNAINTGN sw6IE Re Panora BIn Z Z K O O NN co U ti; TOTAL UG FOOTAGE=486' m ov a fre Thirsty Lion -—O w I— ce Fisherman's/'!t Gestropub and Grill U in 0 Q Z w Marine&OutdoorY BEGIN z m a_ In 0 I. O w Lii Mor Furniture for Less Q 9 H GUI I. cn F 7 EEO • V O Office Depot Q Q x VI Safegard Mini Stoma, 3 Biamp Systems Cascade g stud^ A Jesus� L o Chinch Offices Y 'a 9 n iFLY•Portland9 m N ENGINEER:NORM MOMS Wesiside:A Jesus Church 9 .. DESIGN LOCATE TICKET# DRAWN BY: TOM NORM FIELD VERIFIED BY: SCALE: PRINT NAME X REVISION: - SIGNATURE X SHEETw OF eEDEHmwNGS AND Sy CEOMMCI.TIE9E p...14 I uC IsDps910ancicoM'I moons SERVICES.IC BOni BEM Dx s7 rCOMMENCE ANDS.,NOT SE REPRODUCED.CDPIED MUSED FOR WY- CONTACT LIST E.°"^I"°• TIGARD,OR NtM ENGINEERING S _��� CONTACT PAISNC137 ���, PHONE:(MARKSE4NEN I� _amok EMAIL EIN ENGINEERING NE SCpA CONTACT'TOM WHILE!I��f PHONE:(900)3176864 �i� ��,„��i4.4, EMAIL:THUMEA@HENKELGCOM MENKELSa , Know what's below. -. ���� MCI METRO ENGINeeO: CONSACr:REED HJONT ArE�6E10GE Group Company PHINIE��ss03)]Sb51B3 Call before you dig. EMNL:REEO.NJORTo]ONE.VERILON.COM FILE.Lon_NG_w0DLun • • TABLE OF CONTENTS C MCI. HRn TIC 007 PCC COUNTY: 'NPSHINGTON CITY', NG CONST_WIG A um. SITE NAME T*M T,c_mi GRAN/RING TIGARD 1. LOCATION MAP 2. TABLE OF CONTENTS 3. PERMIT LEGEND 5 0 4. GENERAL NOTES 5. MCI OUTSIDE PLANT FOCUS z z 0 1- 6. UNDERGROUND CONSTRUCTION DETAILS °CT)0 a o a 7. HANDHOLE 30"X60"X30" 2 D o> o 8. PROJECT SUMMARY SHEET o a U m a co 9.-12. SITE PLANS c o o w D ~ W o U U ENGINEER:PATRIOT'ARKS DRAWN BY: Tan NUNLVI SCALE: REVISION: - SHEET OF 12 PRi aT.Tn cllor.::uµrp.naNS REPRODUCED.COPED.OR USED FORM, V 1 HENKEL&aM*COY • A IrYKNpq'Crou p Company FILE:nen_TI_mr_incey LEGEND MCI LINETYPES SYMBOLS INFORMATION TABLES H&M_TIG_IW_POC AERIAL FIBER-DOSING R RISER-USING COUNTY: WeaLwGION AERIAL EBER-ATTACH ® TRANSMISSION/DSIRIBUTON POLE POLE NUMBER I U2JIY POLE NfCRMATDN TABLE AERIAL FIBER-MASH ® RISER-PROPOSED POLE OWNER SIDES (NUMBER OF ATTACHMENTS MAY VARY) CITY: MAW SIRTRANSM551DN PIKE ,B TAGra CONST.W/O W axSTRAND-IXSRNG CATCHMN/INLET(RECTANGULAR) O IMP NO. - . — . — . — . — STRAND-PROPOSED EXISTING ATTACHMENT O SITE NAME Mau Tp_m — III CATCH BASIN/INLET(ROUND) O pSIAN1110N POIE NHOA MCI 0'-0_O' GRAN/RING exvAo CONDUIT-IXSTNG -- - CONDUIT-PROPOSED PY ENE HYDRANT --(D. GROUND/BOND — . . — . . — . . — RNERDUCT-DOSING y-/-:-.T. WATER/GAS VALVE IN: SEp1ENRN.IN/OUT CNLOUT — INNEROIICf-PROPOSE) ` ,, LIGHT� C,� AERIAL STORAGE-EOISINO aF : _ G — CAS /�[\ w WATER 0 IN: SEQUENNL IN/AIL G4LOUT N T -_- TELEPHONE 4' ) ( STREET LIGHT Ca AERIAL STORAGE-PROPOSED #F INL w RD c;G FIBER OPTIC O TRAFFIC LIGHT MIV Z E ELECTRIC �+., O' VAULT/BUILDING STORAGE-EXISTING > O SEW SANITARY SEVER(SEW) J - ) TREE #F TM SEWENML TM/OUT CALLOUT EC ? j SD STORM DRAIN 1�..',. 1 oO' VAULT/BUILDING STORAGE-PROPOSED O TV WE TY HATCH PATTERNS Z Z K cC STM STEAM WLOTRf POLE ANCHOR/OM WY-COSTING N Z ~ OIL aL WING WALL —< POLE ANCHOR/DOWN GUY-PROPOSED N 0-E O d UNE ------. UNKNOAW URTIY m N CC W 0 O .- x .. -x.—----- FENCE —I"< DOWN GUY TO COSTING ANCHOR-PROPOSED -2 O> I- K :: -- _._. RIGHT OF WAY BRIDGE RIGHT SPLICE POINT-EASING CONCRETE SCOWV Yn 0 Q Z W _ _�z � � m EDGE OF PAVEMENT STREET SIGN I►4 SPICE PONT-PROPOSED ` r m d L_ ABBREVIATIONS 0 ww Iii ASW ASPWLT SIDEWALK ADA RAMP IERMNATDN-RISING -RP RACK IRON FIPE r MAP RACK STEEL PPE ® SUIT POLE-EXSRNC III TERMINATOR-PROPOSED GRNSS/VEGETAION W j I- CSW CONCRETE SIDEWALK 0 MUTT p OLE-PROPOSEDPB RISING- ING 0 0 CIL CENRIRY UNK 0 D DRNEWAY I TRAFFIC RATED VAULT-EOISIM ElPIRJ OO-PROPOSED G GRAVEL 0101. ELECTRIC (SIZE PAID UTILITY TYPE MAY VARY) ® CONSTRUCTION NOTE/RESTORATION CALLOUT EOP EDGE OF PAVEMENT EON EDGE OF TRAVEL WAY ® TRAFFIC RATED VAULT-PROPOSED p PHOTO-MARKER FOC FACE OF CURB ( WY r r r r WATER ENGINEER:'E S OC IHMS F/O FIBER OPEC HN IX DHOIE- STING r-'.-' .- - DRAWN BY: Tan NAMr1 (SIZE AND UDNIY TYPE MAY VARY) 1 Lii NORM ARROW SCALE: HOPE HIGH DENSITY POLYETHYLENE e, T NH HANOHOIE HFI FIWDEGIE-PROPOSED 0- REVISION: - RR JUNCTION BOX (SIZE WY VARYI SHEET 3 OF u MH MANHOLE PEDESTAL-IXSING Pr,cwm. ROVIDED . nreaE CCM..AND MP MILE POST (SIZE AND nun'TIRE MAY VARY) PEFTV,,.'M""IOAUY. """"E � PEDESTAL-PROPOSED SELECT CONEBO.µoa..EL BE 0/5 OF-DU r (SIZE MY YMT) DO PTI REPRODUCED. wmE WM",PR NOI o Eaa ur. P/S PLANTER STRIP °N' PR POWER NTT. WET URUTY MANHOLE-COSTING • PVC POLY VINYL CHLORIOE (SIZE AND UTUIY TYPE MAY VARY) L RGS PRO GALVANIZED STEEL CONDUIT // BORE PIT-PROPOSED �I ROW HO-IT OF WAY /// (SIZE MAY VAY SEW SANITARY SEWER URLTPY POTHOLE HENKELBa.M000Y A FMS=alliaF Group Company SD STORM DRAIN STAR STATION SM STEAL L'W FILE:Nert* 7Jncap TEL TELECOM GENERAL NOTES MCI. H&M_TIG_007_1,0C GENERAL NOTES COUNTY: W.9«GTON THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE.LENKELS AND MECOY,INC.HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION.PERSONS WORKING IN THE CITY: TIGAxD 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. CONST.W/O#mvET 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 SITE NAME test Tlo_w+ 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 CRAN/RING TION10 MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION INSPECTOR.INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 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 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 40 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS MID 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 LU EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 0 Z 4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTI UT ES DURING CONSTRUCTION,TO ASSURE THAT THE WORK O W 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 of U H • N O 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 Z Z H IZ ON-SITE AT ALL TIMES O _N 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,BUT NOT LIMITED TO:EXCAVATION,TRENCHING,SHORING.TRAFFIC CONTROL.AND SECURITY. N CI)0-CC U 0_ U 0 U ]. 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 ri 2 0> ~ ce SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. Z U Q W CO m a Ii B. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD.UNLESS SPECIFICALLY STATED OTHERWISE. RI Lij F O 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 (I) (%) H' 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 WITH (I) ? H CONFERENCE SHALL BE HELD TH LOCAL JURISDICTION. _ W U 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, 0 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 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. ENGINEER:SATNOc MOANS 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 DRAWN BY: Tat mrAEr SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. SCALE: 14.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. REVISION: - 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 SHEET A OF IS LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION. Ern AS MAT BE OT1erevose WDFD ▪CORCAR TEx A . CANW wS SPECIFICATIONS SNAIL RERAN ME 18.BOND TO ALL EXISTING MGN. �A.wam.m.xeEwOISTIONI`smEr o� S TRICT cIMPDCAE MO SHALL NOT SE ▪wRONHAS.COPED.ON USED FOR ANY P IMOSE WRNYIT SPECIE IC WN,. HAM' HENKELSatilcCOY AI1rYE/071'croup Company FILE'Eon_ wrRAm MCI OUTSIDE PLANT FOCUS MCA HSM_TIG am_POC FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNTY: WASHINGTOH CITY: TIGARD CONST.W/O B BURNT SITE NAME H0.1 aA 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 WTTHOVT VREPT ION. CRAMMING TIC TO REMIND EVERYONE INVOLVED INTH WORING NEAR MCIS ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTNG THE FACILITIES IF,DURING THE COURSE OF THE PROJECT.YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THE • PERSONAL PROTECTIVE EQUIPMENTAPPROPRWTE 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 A MMUM.NASD HAT,SAFETY SHOESSTEUTOED BOOTS,AND FLORESCENT ORANGE OR GREEN WORK VEST ARE REOUIREO UPON ENTERING ANY MCI WORK SITE, Z. ROGUE.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.INWIANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLY PROHIBITED. (n 5. REVIEW OF F.00U.S.IS MANDATORY AT EVERY PRE.SID,PRECONSRUCTSON SITE MEETING ADO ONLY TAILGATE W MEETING.FO.GUS.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 I CONFIGINATONS 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. v Z DOOMED TO REPEAT IT. DO NOT LET THIS HAPPEN TO YOU. �5 O • EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORMNG ON OR NEAR ACTIVE CABLES.AN MCI EMPLOYEE Ly F LU 4, ANY WORK NEAR OR REWIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCI OR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND WRING ALL CABLE HANDLING W (� EMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT-THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLY ACTIVITIES. Co —, D MONITORING THE SYSTEM,THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FOR Z ACCURACY EVERY DAYPIORTOCOKNENCEMENT OF WORK(COMPARISON OF LINE ANDDEPTH READINGS ACTIML _IX rE • TOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED,USE THE PROPER TOOL Z O LINE AND DEPTH OF THE CABLE). FOR THE JOB. O_ k1 r U S. LOCATE AND POTHOLE REQUIREMENTS: • CONDUIT WORK INVONNG ACTIVE CABLES REWIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS cN a 2O d DUCTS VATH ACTIVE CABLES. C L O W V 0• PRIOR TO ANY IXCAVATON,THE MO EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE RNITNL — LOCATE MARKS COMPETED BY MCI OPERATIONS.DO NOT TRUST LOCATE RESULTS COKPLETED BY OTHERS! • PROTECTING MCIFMUTFSIS EXTREMELY II.PORTANT;HOWEVER SdFETV REOMgNGYWRBEIF AND OTHER615 L0 Z U Q Z w THE MOOSE CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING UNE BY PREVIOUS M T LEAST THE MOST IMPORTANT PART OF ANY PROJECT. JQ ONE PASS IN EACH DIRECTION.LOCATE RESULTS MUST THEN BE COMPARED MATH PRENWSMARKS AND m THE AS-BUSTS. Q m D_ LL • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CART F.THE CABLE CC O W Will ROUTE WI BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED I— o J EVERY 10 FT,WE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY 15 FT..THEN EXPOSE TIE ENTIRE LENGTH OF THE VI CABLE BY HAND DIGGING OR VACUUM EXCAVATION. W 0 • IF THE PROPOSED WORK INVOLVES RAGING OR EXCAVATING WHIM 5 FEET(BUT NOT CLOSER THAN 3 FEEt) 00 OF THE CABLE,TIE CABLE ROUTE WILL BE MARKED CUNTIMMLLY WITH ORANGE PAINT ARC SUPPLEMENTED Q BY MARKER FLAGS PLACED EVERY 10 FT.THE EXCAVATOR CONTRACTOR MUST POTCLE TIE CABLE A MINIMUM OF EVERY 15 FT. • F 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 PANT ANO SUPPLEMENTED BY MARKER FLAGS PLACED EVERY TO FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A MINIMUM OF EVERY 30 FT. ENGINEER:PATRIIX NARKS• THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE III THE RUNNNG LINE MORE THAN FT.IN AXY DIRECTION.AIM ME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED.OR THE MARKED RUNNING DRAWN BY: TON RUNLET UNE DOES NOT MATCH THE ASRRLTS. SCALE: S. EXPOSING REOLMEEMENTS: REVISION: - • NO MECHANICAL EXCAVATION VATNN 3 FT.OF OSP FACLITES WILL BE ALLOWED UNLESS THE FACILITIES SHEET__ 5_ OF IA HAVE REST BEEN PROPERLY LOCATED,POTHOLED.POSITIVELY IDENTIFIED,CONTINUOUSLY EXPOSED BY HAND E4EPT AS wY ee OTHERWISE MOWED DIGGING OR VACUUM EXCAVATION.AND THE FAGLTESARE CLEARLY VISIBLE BSI UEG RCRRIIOTIR SMALL P WwT TIE MMGSRR w ARWre •IN ADDITION,MECHANICAL EXCAVATION WITHIN 3 FT.OF OSP FACLITIES REQUIRES ON-SITE PRIOR APPROVAL RUCEB INC.BOTH SOBS SEEDN FROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE. TRRR CONNDENCEAKO E HOT BE Up USED KED.COPFD,CR USER FOR BAY W WOBE WITHOUT SI ECIRC WPM. T. PLEASE REFER TO THE LATEST EDITION OF THE MCI OW HANDBOOK FOR AIXOITIONAL DETAILS KNOW IT AND OIB.ALNRB FOLLOW IT. k Fr a 4, 5 ANNIMIL/BOP Group Company FILE:EWH-TIQIOV_FOCJ O MCI UNDERGROUND CONSTRUCTION DETAILS FISM_TIG_OOLPIDC COUNTY: WASHNOTON CITY: TIONRD CONST.W/O#.5., SITE NAME HWJ1G aa7 CRAN/RING GRASS TYPICAL DETAIL"A" TYPICAL DETAIL"B" TRENCH PLACEMENT SIDEWALK CROSS SECTION CONDURIS),HDPE(S)OR DIRECT BURIED CABLE U 1IYMR.r w —EXISTING GRADE U Z I - FA////,/%/y/V/�A C w IT IlkDBELOW BURIED CABLE GRAVEL5AIID SUB BASE W U MARNEA TAPE FOR LEVELING GRADE (.0Ar MN — BURIED CABLE Z Z IX M COVER MARKER TAPE 0 W AZ"COVER. MN Bun cOWAcrBMRFlLL O_O N U_ � '-IN 6'IAYERS Z Iiii,�� o 0 INNEROUCT(S) I B W O —ANDIORHLPE(5) _ _. _ 0 AS SPECIFIED ,- -- [ 0 CO U< Z w ,—CORDIALAS SPECIFIE➢ S,Mn - CLEPNBACNFILL fZ g In - FIBER CABLE —CONDUIT A5SPECIFIED m D_ LL !_I`, IT MN- 0 w W _ ... I— ❑ _I (/) In NOTE: W O F BACKFILL MUST BE MADE WITH ROCK FREE MATERIAL ,` U Q TYPICAL DETAIL"C" TYPICAL DETAIL"D" CORE BORE PLACE HOPE NOTE: ENGINEER:Erwa BOMBS EPDXY GROUT IS USED AT BOTH ENOS OF DRAM BY: TOM RURIF/ CORE BORE TO SEAL SLEEVE AND PPE. CCGI F: DEWING GRADE REVISION: - I SHEET____I_ OF IP BY COPTPACT,THESE OPAYMNOP MP IF �a -meimaniKKIS "/ 1 I PE�_PER,mP o'CnENO[MDM Aun SFULL NOT BE OVA CORE BORE— Vy'' A [an Aar vNUESP ffi.mNwSem.w COVERoN. EIRO IMCOWEVE—' I EPO%IED INTO CORE BORE :I 4146M _ I Tr, CONDUIT As SPECIFIED / EAV ANY NUMBER OF HDPS�k AS SPPEECCIAND�IIED a HENKELSbIN'CCOY FIBER OPTIC CABLE AIMIMINI I Group Company FILE'DLnGm,fla. 30" X 60" X 30" 30K STANDARD HANDHOLE DETAILS MCI. **FOR 96CT FIBER AND ABOVE** N&MTip007-POC COUNTY: WABHNGTON CITY: Sows FLUSH MOUNT POLYMER CONCRETE W/0#eaui SITE NAME SITE NAME NwJIO_aor RUBBER COVER SEE DETAIL B GRAN/RING TKUBD DIAMOND PATTERN SURFACE NON-SKID ' JOHNNY BOLT AISURFACE FLOATING rriuMBAS MNtl(Elt(1X) -'G B< NUT --- �,m POLYMER : z:1: 1UAS. CO >Ani • oh / Z Z FLUSH MOUNT COVER DETAIL Q 0 0 z U � SUPPORTS(ZU%) ' fCa�BER DKLY) aw O o UmU Q w B FOR GROUND ROD /'or HOLE I I Z m J m 0 661/8• 361/8' I w o w di 63 3/8• F 3/B• 1- 0 ❑ J i6• 8�___ 16• I 1 3/4• 30• 111 ( F 1-f _lid ,. r! t41/2• III CENTERING1O 2KN EACH UTSD 2" 1111 II TABS(4X) (4X) KN KOUT I •/� GG 1 5• I', 4I !!H]IiLI „LI I (2X)CH END '1 I III II 1 �,.._----_ - FO HOLE ENGINEER:IW1BIa HMSO t � ' FOR GROUND ROD I^ 18- 2 1/2•T -1/2• 0- I-- UFIING BOLT DRAWN BY TON MIME( __ 59• KNOCKOUTS 2 EACH SIDE WALL SCALE: ?AI SECTION A—A I EACH END(2%) SECTION B—B \_ 40 OPE0010. N BASE REVISION: - DRAIN 4X I ) DETACHABLE FOAM SHEET OF a DETACHABLE BASE EXCEPT UMW..DAY 9E EDRAWN.PrIDD® N MCI t MCI ER 30K STANDARD HANDHOLE &MaC.M.AJTN BEM WIFLN 800 MCI—WORK 800 MCI—WORK „P, �`I`""""AVOW MEETS SCTE/ANSI 77-TIER 22 LOADING nFnmo,`Oi"cio 8wIEMDDS1PROBED 01111E 30K 30K CRITERIA PERAInN... u ADDITIONAL REQUIREMENTS: DETAIL A DETAIL B DESIGN LOAD:30,000 LBS ` MINIMUM FAILURE LOAD:45,000 LBS VERIZON ID#10332797 s NOTE: SEALED PU.M BAG PLACED INSIDE VAULT TO CONTAIN. "»'°N•'iw Ear:-•,•R• 30•X 60•X 30•POLYMER CONCRETE FLUSH MOUNT VAULT ASSEMBLY "'' FHA mY NATEPo n.•i S RA #-0E4dKEi.%. Ai"COY 1 UI JGHNMI LOSS MT ./&161SITLICTSCOmmet VERIZON ONE FIBER __ 2 IN SS.JOHNNY BOLT W/FLAT WASHER kpyyp,NR6 NwelmimlL MDlisvwZ u,1i NA DEG �JQ, ABESSE•4�I GrooS•.TMtl SHRINK PACKAGING ST°FRPAC O.7 mem mum m mow IN . S@,.A,M GL 5/05 NCNC �J..NYB,D OOPS FOR "`"H" "M'"" `"°� "" A6001742TAPMCI3 v Mwo, Hem mrrr.ime mmr 5/OS PoOiFP mom FILE:NAx_nr,om wcsy PROJECT SUMMARY SHEET MCI. H&N_TIG_OO)POC COUNTY: WM&IOTON PROJECT CLARIFICATION SUMMARY CITY: ' CONST.W/O R NSW, SITE NAME NEN_TO_WT DESCRIPTION QUANTITY UNIT GRAN/RING „ BORE TO PLACE (2) 2" HDPE 445' LF EXCAVATE (1) 4'X4' BORE PR 3 EA CO w INSTALL 288 CT FIBER CABLE UNDERGROUND STORAGE 132' LF U > PULL (1) 288 CT FIBER CABLE do TRACER WIRE THROUGH H NEW BUILD CONDUIT 451' LF C.) Z Z Ce TRENCH 2-2" HDPE (OPEN CUT AND TRENCH) 6' LF 2 00.N 2 U H TRENCH 1-4" PVC 42' LF 5 D O; O K • Z INSTALL (1) 30"X60"X30" HANDHOLE 1 EA cr.)Z V a S ro a LT I- CI w0 w P 0 U U ENGINEER:PRTRIO<NARKS DRAWN BY: TON NLYRP SCALE: REVISION: - SHEET J_ OF 12 DEEP,AS WY NmleOWIEE MC/MEP OV CORIWR.TIEBE DRAWN.AND SPEQICAPCNSEKILL MINN THE NROPINrry 61FI CC.aH1C4E131/S SERN.S NC.BONA REM NAM)W 4-LTtlLCBCE MO SKILL NOT BE a1CULOED.COPED.out MO fat MN NJNNOSE VTNpir SPECIFIC WNHEN • HENKEL6aMECOY AIMS4fl Group Cl,vany FILE:MS..l*ram.JDCO,q NORTH '.L. O n O n O "'POTHOLING REQUIRED*** C ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE ROW �/�'. 85' 91' 1 66' 6' OF SEWER,STORM DRAIN AND WATER FACILITIES,MUST MAINTAIN A / BORE PULL(1)MKT RBER EXCAVATE MACK LOOP OPEN CUT&TRENCH 1.5'VERTICAL SKIN TO SKIN CLEARANCE FROM SEWER,STORM DRAIN �� l` 2-2'HOPE THFOUGH NEW CONDUIT 1'X4'BORE PIT (2)2'HOPE AND WATER FACILITIES AND A MINIMUM OF 5'HORIZONTAL SKIN TO H&N_TIE_6D]_POE WITH TRACE WIRE SKIN CLEARANCE WHEN PARALLELING SEWER STORM DRAIN AND WATER FACILITIES AND WITHIN THE PROXIMITY OF HYDRANTS AND METERS.MAINTAIN AT LEAST A DEPTH OF 2'WHEN CROSSING UNDER COUNTY: WASENOTOH HYDRANTS. CITY: TKYFP CONST.W/O#ems? SITE NAME KM no_COT CRANIRING ',GAM 10 ,r,07 ' '� �o �� o�`�� o �c m �(� 6 Sc, g� ��O LU V Z ��,� 0©\ , 6'P <s,�p� > O a ���r f0 W0 s • °`.,, � \ % ` FIB:BUR::)00XXXX IT OEc ` } \ 4 \� UZUQ mj ,V \4 \� �e ', ala LT- dj \ ' \ y v % I— O T 16‘ \ co — \ \ A w o \ ©©\ a�w.3 � r� N s, ,n \' "NOTE" p,�Q' \ CONDUIT WILL BE ALIGNED 10329 SW CASCADE AVE, \\ \" \ SF� 0 WITH CENTER OF BORE PR ENGINEER:pATRWlNWG \. • N DRAWN BY: TON EASEl' V��iP�, SCALE: \ OO \' REVISION, - \ SHEET g OF rz � IIIMD � , A\ >, cwNrCEPT RCTgITONE IGAWW OTHERWISE lea `\ SPER Tff b l�SERWMIC Will GmumM.THE L` maoocmAcr mCOVED,as useo R.ww WPRRE wRI$OUTSvlIC WWITEME IENN8Up1. UNDERGROUND UTILITIES HAVE BEEN PLOTTED He11 111,41:5.. FROM AVAILABLE RECORDS AND FIELD ,AYCOY$, NHEL6 OBSERVATIONS BUT ARE NOT NECESSARILY AA ENKEL5 Gawp CNnp30y EXACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW A Cw 9ElORE YWNO PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE: Rau7flan OF ANY AND ALL DAMAGES INCURRED SHALL BE NHOURSMOncEFEyONREO AT THE EXPENSE OF THE CONTRACTOR. NORTH .L. n 0 '"POTHOLING ALL UTILITY CROSSINGS �� ��'. 100 100 ALL S FORDRAIN AND ALL UTILITY CROSSINGS IN THE ROW OF SEWER,STORM DRAIN AND WATER FACILITIES,MUST MAINTAIN A BORE PULL M2EACT FIBER 1.5'VERTICAL SKIN TO SKIN CLEARANCE FROM SEWER,STORM DRAIN 2.r HOPE THROUGH NEW CONDUIT AND WATER FACILITES AND A MINIMUM OF 5'HORIZONTAL SKIN TO HSM TIG OU)POC WITH TRACE WIRE SKIN CLEARANCE WHEN PARALLELING SEWER,STORM DRAIN AND - - - WATER FACIUTIES AND WITHIN THE PROXIMITY OF HYDRANTS AND METERS,MAINTAIN AT LEAST A DEPTH OF 2'WHEN CROSSING UNDER COUNTY: WAawcron HYDRANTS. CITY: TrF5w //// <" CONST.W/O IfNR N / �\ SITE NAME :MO,' �51, 9 CRANIRING TNARP e. ^ ^ 00 �r W r, 1 d \ T� 0` J ZU F Ci K\'‘,. \ .\ ct 4. � LP o w � F � . a_�( (70 � a � � FIB:BUR:: XXXX 0> I— V \ v• U N W.0c m a LT- * \ �,�� , dj Fn F 10329 SW CASCADE AVE, '=,�vV v Q T �Cp9 O G`N.: ENGINEER:PAIUjLX NARKS NO' DRAWN BY: TOM NUNfE SCALE: REVISION: - SHEET_IL_ OF . TWEET AS WY RE OTifMSE TNOWOET MRACT,THESE E VM4Yi5 AXO SPECIFICK1101.6WSLLSBIMIM TWTW TT O4CIrCUAr":T W SEEM%ES NC.BOTH ears WAD In STRICT CONMEXCE PAD 911.1 MOT RE R®nrnrET.COPIED.On USED FOR WI o6E wmlw6 SPECFC ETITTBI UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD HENKEL5 A COY OBSERVATIONS BUT ARE NOT NECESSARILY I EXACT. IT IS THE CONTRACTORS AIrYRf001T GTDUPLRmpeny RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW B OaRFWlFWw oo PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE wtiTSaaurxaW iOT TEST 5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 1SHMMRSNo0CEREDURED AT THE EXPENSE OF THE CONTRACTOR. NORTH Q O ING REQUIRED*** ALL PROPOSED CONDUITS.FOR ALL UTILITY CROSSINGS IN THE ROW 136' 1%' OF SEWER,STORM DRAIN AND WATER FACILITIES,MUST MAINTAIN A MC'_ BORE PULL(1)MKT FIBER 1.5'VERTICAL SKIN TO SKIN CLEARANCE FROM SEWER,STORM DRAIN 2-7 IEPE THROUGH NEW CONDUT AND WATER FACILITIES AND A MINIMUM OF 5'HORIZONTAL SKIN TO HSM TIG 00)POC BATH TRACE WIRE SKIN CLEARANCE WHEN PARALLELING SEWER.STORM DRAIN AND - - WATER FACILITIES AND WITHIN THE PROXIMITY OF HYDRANTS AND METERS.MAINTAIN AT LEAST A DEPTH OF 7 WHEN CROSSING UNDER COUNTY: 7roNto Tw HYDRANTS. CITY: pNm CONST.WMOA uvP SITE NAME HEMS ros CRAWRING ROARD VI,E 5 UJ , �� U Z \ 00 O W ~▪ H s co 7▪ 7 r O F(a:euR:>Uvaxxx 0 Z I- CC � NiV 2 a, gy liWaK 0° 2cCw 00 A \, \ - `a= ,0 0 0 0 Q z w 'A. % PT 2Z m J m � V cl- `"4. � ♦ ��90 w ui �" C \ J, I- 0 n 7 3 / i' "/ C/J1 �• �\ boo V O , lW� " o� `\ �`��� VS 0 \♦ 77 Q '✓'' 10329 SW CASCADE AVE '-' o c F c \ :O \ � \ \ , ENGINEER:PATMIX MAKS % A V A• }� V DRAWN BY: ran BURLEY ,i O \.\ , SCALE: r-.,i� \ C REVISION: - \ , '1S SHEET___IL OF n LL _ \ (�( S ' EXCEPT AS UV/eeovwse eawuD �}\ ly IN CtlRPACT,Tiff DMNfg AND D •/ \ `\ fj� YECIRGAIM5 SMALL }1.1E. 'cO I0.p M1 4R OF MCI COMM.,rpNI SERYICES WIC.B071.18E11.4.6911E0 PI FWGr CONFFENCEA.AWL NOT BE 1,11121.69E W/THOla SPECIFIC WWI'. _ PERNas \ H111 10329 SW CASCADE AVE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD HENKEI$4McCOY OBSERVATIONS BUT ARE NOT NECESSARILY e� EXACT. IT IS THE CONTRACTORS AID Sr IXwpC Tory RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW C CALLB6ClEVCURo PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:ISICTN.n?Paces OF ANY AND ALL DAMAGES INCURRED SHALL BE �e UDURSXDTIOEREDNRED AT THE EXPENSE OF THE CONTRACTOR. NORTH O O O © O © ""POTHOLING REQUIRED*** CROSSINGS ALL PROPOSED CONDUITS,FOR ALL UTILITY CROSSINGS IN THE ROW � ' 124' 724' 2 1 BB' 42' OF SEWER,STORM DRAIN AND WATER FACILITIES,MUST MAINTAIN BORE PLLL(1)26BCT FIBER EXCAVATE RACE NEW SLACK LOOP TRENCH 1.5'VERTICAL SKIN TO SKIN CLEARANCE FROM SEWER,STORM DRAIN ' 2S HOPE THROUGH IEWCONDUIT CO BORE PIT 3PX68'XYI' 14*PVC AND WATER FACILITIES AND A MINIMUM OF HORIZONTAL SKIN TO HBM TIE uo•_ +. WITH TRACE AWE HANOHOLE 10 \ SKIN CLEARANCE WHEN PARALLELING SEWER,STORM DRAIN AND C` WATER FACILITIES AND WITHIN THE PROXIMITY OF HYDRANTS AND • �-C METERS.MAINTAIN AT LEAST A DEPTH OF 2'WHEN CROSSING UNDER COUNTY: WASH/VG-0N • \ HYDRANTS. CITY: ncAre T ,3 CONST.W/O#axEsm SITE NAME WM nu_007 • **NOTE** CRANIRING ncnnc CONDUIT WILL BE ALIGNED // �� WITH CENTER OF BORE PIT �; C 9 q 45 �7 ins O 0 03 �� V WV \ :. LU Z, yCh9 y \Ate^a © �o15NiNC�R1 G cocr Z O Q y � O N Z aC �o : <r Nti � p v p OT - 0)2-- W VO•Ir 'P NEW HH#01 FIB:BUR:XXUXYC ice•er `4q OZ� >to 6 ` Wm"Y— \ Z Jm ,c" C43"-A .�13 \ N'L rt. H J tr) 1 5 q . ,� �`� 15 p�� y A ♦ pp U O O ..7 • 0 000 -�� \� •�\ Q \ 7: STUB AND CAP 1-4"PVC �: N �'� �'O `s SERVING AS POC •��� ENGINEER.vATAI«NARI(S '— \F• Qy \ . DRAWN BY: TEl EAwiY o. \ 9 1 SCALE: \ \ 'lA REVISION: - •\ '3,. '�\ OCY' SHEET J� OF rz �D Mt,IA WVBEOTIFRWISE PROMED '. 10185 BEAVERTON TIGARD HWY. \ qG�� S ONCATpNF M1Mu°REIWN THE _`P, PROPERTY A'MCI f•WMMM.INNS [• BERMES NC.Will OEM SERMON 19R0 W EEo.COCEC,OS USED FOR BE emPOSE wmwwn"e`Ec WNmEN UNDERGROUND UTIUTIES HAVE BEEN PLOTTED H6 `". FROM AVAILABLE RECORDS AND FIELD WENKELSENKCOV OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AIENIMNNNOI Group company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN VIEW D COOS S6ONS0005G PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE NN_11A�_R<Mt IaDo+a»sE OF ANY AND ALL DAMAGES INCURRED SHALL BE ummes MDncsn[auNsn AT THE EXPENSE OF THE CONTRACTOR. TEMPORARY TRAFFIC CONTROL `4.- H&M_TIG_007 MCI- CASCADE SITE ENTRANCE FROM XO MANHOLE n �, NOT TO SCALE $EGNEN1 ID NaR R _Tao 1 S 13 5BB EONS, - SEGN6Rm - ime +a.rc MLwY Z EQ-VE SEGMENT CS - • o Rlllm - Din Tel FungH segneato ROGER ©NNFT •IISFWN QNm • eleU4q a on• SEGMENT ID • Claire's EQ-NM�FeNxm NaneuneNN< CONSO.WIO a 62H97 Nm �TEMOhik SOD NONE 14MLTIGaD) E. r>lue<erue .!© n O. OLSTEN TIGARD 4 9 4$ Beaverton Dance l. $ 1Red P`• 0. V. Comer(BOOla 0 9 BWgen a' O d109 Svbmbn Propane9 U I- i CO ving N4 0 O W END se > U LLI A e L Western Agrdttl Labs � Uncle Dana The Woad"?^ 9 p U1 ZZ U i 9 _ e bank al America b Z N It w UMaUI A'M(O rive-I Hu) 1 0 j Neighborhood Dealer v _ (/9 > I— native Envirommenlai "8 U U) a I— F OAshleYHmneStore -. eU m }�NrxrH Ql•�. e Z 0 cc ©FlMmine60Nsh eoor arma0s BEGIN .y.' . L.L H OlusKlecey M+eee n9plr a•.mn Toga U Care SCNGIis Ferry O v O n NETT', W d Mot FDNINure for Less W �...r.� 0 0 8 w BedMert Mattress fiub H.r.^*•e's • < I- . Superstores 8,,... 'MOtorvvycilo - NHM.H .a+ R'a°'6m O.. f (TT COUNTY:WASHINGTON K $a�rd Mn,;Pula • CITY: TlCaao v ENGINEER:r DRAWN BY:ran Blame Menofenurin,Q lb c. aara LOCATION MAP �mn.oN SCALE: RN REVISION: I FQNID'S/NFID'S IN PRINT CONTACT LIST �u- �F�T.,-rs SHEET I OF 6 FIB:BUR::) 000000( NWENGINEERING NOREGONHE/ f NCO CONTACT:P TRI SUPERVISOR Dnder•round Service Alert PHONE: NATRIG(MARNS EkWI'LEpreApQMr�Np.wm e � CNN TOLL FREE WASNMGTON R 1, 81 1 HENKELEAMTCOY NM CONSTRUCTION MANAGER HUM ENGINEERING WILWJS 01041 7T5 CONTACT'.ERIC OWE CONTACT.TOM NUNLEY A NENNELSINFCOY Group Company PNONE' Tt 0 PHONE 1909y11I.GSW EMAIL' enkYacwn EMAIL:hiunley@lwnkek.ccm FI LE.TO m9 r ''''''''; MCI Table 2-3: Taper Lengths and Device Quantities NEM„ GB>_POE SEGMENT ID FIB HIM_ ipNIG • Lane 10 Feet 11 Feet 12 Feet Shoulder SEGMENT ID - Width Tapers MENT ID • MERGING SHIFTING MERGING SHIFTING MERGING SHIFTING SHOULDER MHH'G SEGMEM IO - FQHIO - MPH L Cones L/2 Cones L Cones L/2 Cones L Cones L12 Cones L/3 Cones SEGMENT 10 - EQN10 20 70 5 35 3 75 5 40 3 80 5 40 3 25 3 «I ro ST.WH ","EM 25 105 6 55 3 115 6 60 4 125 6 65 4 35 3 SUE NAME HH„_nG_CO, 30 150 6 75 4 165 7 85 4 180 7 90 4 50 3 METER T.C,08.G 1 35 205 7 105 4 225 8 115 5 245 8 125 5 70 4 0 40 270 8 135 5 295 9 150 ' 5 320 9 160 ' 5 90 4 0 0 45 450 11 225 6 495 12 250 7 540 13 270 7 150 6 w z w 50 500 11 250 6 550 12 275 7 600 13 300 7 170 6 > o 0 55 550 11 275 6 605 12 305 7 660 13 330 7 185 6 w z U z 60 600 11 300 6 660 12 330 7 720 13 360 7 200 6 2 z a LL a 65 650 11 325 6 715 12 370 7 780 13 390 7 220 7 2 m W g w 70 700 11 350 6 770 12 385 7 840 13 420 7 235 7 2 cO m } W "L" for shoulder taper equals Shoulder Width x Speed. z 0 a w Figures shown are for 10' shoulders. o 1- (0 a r w 2 ' THE NUMBER OF CHANNELIZING DEVICES LISTED IS THE MINIMUM REQUIRED.USE OF MORE DEVICES SHOULD BE CONSIDERED IF ADDITIONAL U W DELINEATION IS DESIRED. < I— '' TERMINATION TAPER.WHEN USED.SHOULD HAVE A MINIMUM LENGTH OF 100 FT PER LANE WITH DEVICES PLACED APPROXIMATELY 20 FT O.C. COUNTY:WASHINGTON GENERAL NOTES: CITY, rOARD ENGINEER:Rx - INDIVIDUALS WHO ARE KNOWLEDGEABLE IN THE PRINCIPLES OF PROPER TTC SHOULD BE ASSIGNED RESPONSIBILITY FOR SAFETY IN TTC ZONES,TO CHECK THAT ALL TTC DEVICES OF THE PROJECT DRAWN BY: x., ARE REASONABLY CONSISTENT WITH THE TTC PLAN AND ARE EFFECTIVE IN PROVIDING REASONABLY SAFE CONDITIONS FOR MOTORISTS,BICYCLISTS,PEDESTRIANS,AND WORKERS. - AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/OR WORKING CONDITIONS SHOULD BE MODIFIED IN ORDER TO PROVIDED REASONABLY SAFE AND EFFICIENT ROAD USER MOVEMENT ° AND TO PROVIDE WORKER SAFETY.THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL APPLICABLE OR REMEDIAL SAFETY MEASURES ARE TAKEN. """"`""°""`r1X°°"w"'.°" SCALE: W+ - ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER NEEDED. REVISION: SHEET OF 6 WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME,TTC DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE REMOVED OR COVERED. _--- - ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES. uncle.round Sep*kLa `k Coll:TDLL FREE - ALL TTC WILL BE COMPLIANT WITH THE MUTCD MANUAL 2012. ,. .' � E iG8�1��y1 SrENKEL5 z.NC-COY OPB[ 8 SOR A IIENMEIEE.R WI Gran.Company FILE:To.'MM.-mrac ----. ..''''Ar AM, . 1.0-1-O MI IM //I DEIOUR El * 10 11-1,E 600aa Q00 * OCIOUR SI 1101111 •OenIt work too,,.comae al a*eV to minimize peclestriem•llstrootIon and&tour length. /18,11_TOG_KI_POC . 0.'"M A •Ili SEGMENT ID oh•,,,Top - .11010,E1E 1010 EQ0113 . 10-01. .. 11.6.96 1000. tle, 0-11 10011 , ....a tEtsl 10.0.1 01000 MO 0•••••0.AII1e. NOE 1100,1-104. ' "'..,' CLOD, SEGMEIRID .1.100 0 Mt 11000 0 AMU 10.4. 111!31 0S-DID - ',-: ' SEGMENT 113 _ aH: 1100,.• ILL dr .4 .....Us/e 00 Wile' 100.1 Meyer an 6610 ROOD ...r 01001 ggi 1 yo- 0.0.011 10-fh lewd. 11•00 eel ROI MIMMINIII 1011eSET V m eelleslelen 1' cluseareibn \Dr , • 'I * SEGMENT ID • 1:SoNE:14:100.wilDo.i •11- i .-111111`2'. ... 1000•110 NOD ::::.W e CIA000:010 I 14E7010 .--.......... .,_ _.....,--foe lharr.0 •-- Dethe ' 4004 0 I_e f..1111010. CLOS: Meow 0•110sn STE 11610 L,...,:_:,,,,, .3 I,:...''..,.,.'s,i flow vIrles/V V• 0-1 00E0 ....• 2012 WM CLUSTER RIGOR) _. vd•o••••••• eg . •r .,11,..S1.1,06.1 t551 MOM IA NM . ff, ClwenteIhet Dole* MOW e 1010 a • . 3_ 01110 Ilt C1. -1 503.1.1 nwoagtoon - WITHIN ROADWAY Maw*oo ISM Iswl• 1 Ids., 01011000 r‘ NOTTS: 0 0 5 SIDEWALK DIVERSION .g,,,,,51,41„„, mworil••••• o•-•• Kamp rmat 001 /11•111111, El 11010 CLOUD 119-* 100 a Mews 0 11110 ° W 0 MOTES: ADA 09610enente A. TR Meant 0 1061.ma*design grAele Strole 0011111 I.LJ Z W 1 •Nam cc tonsaurt temo.sidewalk 100.1 ol 7.5%and nnotil•slgn V Rewl,1 ramp.Al 110010/, DADA on 1110.1 crow:loin Cd 1014 I- 0 0 F- 5 o 0 •fot naleropys wIth a pee,aenneellas . • IX pOtteel Wed el•I)mph a His, ., orn ov.wn. w Z 0 Z p,,,d,, •. •So Inxt W far T•ng.Slelerralt Rana 60 • .. r. 2 N LL g details. .• 4;74."---.....EID *i•;4 i 18..-DI OWE 275 __C) ujC7 112.0,r1-1- w •Ve-Der ow,wile,6g*Mehl.comma be :14...:•.':::: RD-I I DItototan e010 mairital**41110.011‘0110 entlre 0010. 10.0 7 Oordelle IV en1A.width wIrle We x 60' '"i`e diW'•••••:-'.. .1010.0 WO ,,,,,j,t.alIEN . It 101300 CAM 0) > D111110 SENSES WON ZOO It. •:4' I IWTOUst NOD •II .••• 131711711"* (7) orAr if* ... •..rtnnovary ADA compliant steams CROSS ofita tO C•oss DIVIDOSTIos or other v.',"5,0°°.••••• ......w. 1.04-10 10-1. rlervmarorsable steam. ir /1;11.? 10.2.1 0,0 /Ad a __ .,,,,Ar 0 .---01,,, ...."0 W1101 •CO ".'.4”. 1000 0 BOW r4 § Lli • 51 1- 0 1- mmilim releisn110611 eit A 1-7 co • SIDEWALK CLOSURE.MIDBLOCK Ouj 1.- W2 0 I- :1;::%"'''''• . < , ii.1Pa " OFIltitAL NOTES FOR ALL MAILS: SIDEWALK CLOSURE,CORNER 1- Igl 11:• , -1 , , , I-I . W10a elating at relenting tratswellts or Mlle,.gedestHe ladfiles provide AAA compliant IscIllges.Include unsIlbilsey katiered LOn11110N Yen.0101116-Dodos-010 ImIlltles by pnWeino • Werl""a•g:wori-t'k"mIlp".F0mhincM117,1.'delnI7::::1,,rtace thrown entlw. rNsEr-r L POO Owen mall INSET"C' CAC,00.1.6., N/A the selection and foe oldols 1011.110110611T PM- 01-J4N-3019 SOIL gi......1.1.4..4...9,44 I.1...0.•••••••••• COUNTY:0ASHINGTON CITY: TIGARD IL•Fot G.........1 MX*PFDESTRIAN TRAFFK 000.0•0011000104.0 ENGINEER: ...:n a n ::, -1 = UNDER CONVIDICTICOI OREGON STANDARD DRAWINGS DRAWN BY: ...., 1.0.4 ti:1 ., :111 a o:66.c.,,..,III.:::::1:61.Recav:.4 IF nth,widtb wIth *O.*60.P•III•ft•Pront w.vvy am Int slang Pio rave, Sot:::::::::,tw;,90.,,e/le de,-_ PEDFSTNANCIIANNUIZATION IX.VICI. Sign&In Wroadanre lank nndmnnnnan,... 515 • Only TCO for ewintrlans are shown.OtIrtr devices.....•',. TEMPORARY ......................., 00•01000. orii iA Mg prindpler and practices, PEDESTRIAN ACCESS ROUTING ,,,,,,,•,•,,,......,,,,,,,... „„,•„,„„„„„r,„,,„„,„„„„,„,„„„,,,,„,„, __I ,...,.., ._ • Dip wort,as necessary.to parldt a 000010 r...I- I is the sole terporuthalty of - neees remat se all Ilents.6 or loadwar•wan,no a•=11- -',-,,,, Orel F: N/A Of * NoIIIII• maintain.one open 660.4 0.1111,0% the user and a/Wad not be 2018.R• DETOUR REVISION: used wethour conrufbno a N6Q IMF.noter RD .16 el • Slinitnin ped<10 Do otri-d-dinectIon 1.001. 0-00 00-16*ant ....„. ADDITIONAL RIGHT Or WAY Reoiltered Professional En SHEET_3_ OF s • re.10•.•nosiwnlod by Mg.Nos.TIR620 a rmsz 1, SIDEWALK DIVERSION Hailik Effective Date' December 1,2019-May 31,2020 TM844 HENKELS F.McCOY 0 A 10111016•ROCCIY Group Company FILE:TF-`,‘""'"` R MCI ` II 'y.. sECNIWrm m SEN Re rAx_T 3G 9D .4 'a- fpMm ORIENT ID IN 1. � MOMENT I D. v� Caen.WO X Nmym xRo °x snE NAM, N91LG m] MANIPLE � d11 [LUSTER nwmCIONS SI cAE "� cf.g wz _U ¢ 0 (0N LL V Z O LQL fn NOEEs: U 0 Q - WORK HOURS: SEE PERMIT FOR WORK HOURS t M 00 IR- CONTRACTOR SHALL NOTIFY PROPERTY OWNER 72 HOURS IN ADVANCE OF Z pCe DRIVEWAY CLOSURE. 1. - MAINTAIN 4'MIN PEDESTRIAN ACCESSIBLE ROUTE AT ALL TIMES. - SPOT ILR5 TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA AS REQUIRED. J NOTIFY AFFECTED 7RIMET SERNCES 5 DAYS PRIOR TO WORK SCHEDULE. 0) d . - CONES SPACING AT 45MPH/TAPER=4O'; CORNER/ACCESS/131KE/PED=10' I - i rAA_ LLI - CONES SPACING AT U40LIPH/TAPER=20'.CORNER/ACCESS/BIKE/PED=10' r1r�1 - ADJUST DEMCES SO THAT BUSINESS ENTRANCE/EXITS ARE NOT AFFECTED. • ^'F1 0 W - ALL TRAFFIC CONTROL SHALL ADHERE TO CURRENT MUTCD&OUCH GIIDEUNES. i Q H - ADJUST TO FIELD CONDITIONS. K. F SOU` COUNTY: WASH1Giar - ONE FLAGGER AT EACH LEG AS REQUIRED.ALL FLAGCERS SHALL HAVE 2-WAYS IL CITY: nn4RD RADIO CONTROL I ENGINEER:r... PRAWN BY. .r LEGEND 1 SPOT ER -I- CONSTRUCTION SIGN IA FIAGGER 8 .°`�.INYA I...II .4,M11131r..o. D-eG0 m • TRAFFIC CONE/DETJNEATOR 1 STATION UGITING(NIGHT) REVISION: a BARRICADE TYPE la A, WARNING BEACON(NIGHT) SHEET___9_ OF s 10]!D 4►CAYJA[Alf M HIGH LEVEL + 4 g HEM �� WORK AREA 1 WARNING DEVICE [0 M20-I Uncle•round Service Alert T. E: ARROW BOARD MEI s•cams At F u Coll:TOLL le r • SIGNALIZED INTERSECTION \T/�% p HENISELS E McCOY D ' . ARROW BOARD SUPPORT I I ,f 'qv 8 1 •HeNneEe.rcov s.ow Cm.? 1 BEFORE VIW PAn pG FILE: - _ _ w. Ma- i $1,\'° - gGM91!• FlB BIM_1Hl 1 i ��� TIMID Sim CI SOWID wto-t It ��, ?Ss w*„D - SEGMENT \ 't ENT ID SA •\ RMm - S• SEGMENT ID - co-e / ® NZMsr.wroA szswz xFm t .2 SITE SAME IMt_nowc D NMEM TIGMN . �. � ID O yUs O IY w `$ ,Am-= �YCA � o - w co Z Q • O C sealI"2"r ` ' w Z U Q Ce NG,FR. m } - WORK HOURS: SEE PERMIT FOR WORN HOURS Iou6�t�oE'x[ a, I Z 0 U) - CONTRACTOR SHALL NOTIFY PROPERTY OWNER 72 HOURS IN ADVANCE OF s DRIMVAY CLOSURE $y Z % N W - MAINTAIN A'MIN PEDESTRIAN ACCESSIBLE ROUTE AT ALL TIMES. 'I" 400- SPOTTERS TO DIRECT AND ASSIST PEDESTRIANS MOUND WORK AREA AS REQUIRED. 8 Cr) O H - NOTIFY AFFECTED TRIMET SERVICES 5 DAYS PRIOR TO WORK SCHEDULE. N " Wlo-1 CO d H - CONES SPACING AT 45MPH/TAPER-40; CORNER/ACCESS/61KE/PED=IO 4-.. ' R +I, ♦ ie U w - CONES SPACING AT WOMPH/TAPER-2O•,CORNER/ALLT:5/9NE/PE�10' GO MA AT T - ADJUST DEVICES SO THAT BUSINESS ENTRANCE/EXITS ARE NOT AFFECTED. \MEG°�1p Q - ALL TRAFFIC CONTROL SHALL ADHERE TO CURRENT MUTED&OUCH WIDEUNES. .� ®� A I- - ADJUST TO RaD CONDITIONS X.A ♦ ���� o , " \��� 'P - COUNTY: WASHINGTON -NOTES: �� ONE FUGGFA AT EACH LEG AS REQUIRED.ALL FLAGGERS SHALL XhVE 2-WAYS �,� �.•,, 49 CITY: TIGARD _, RADIO CONTROL ' ` ENGINEER:w.. �g DRAWN`.......wuo LEGEND SPOILER �� , 1 CONSTRUCTION SIGN A BAGGER •s. {`'Cyy SCALE: '•m REVISION: • TRAFFIC CONE/DEUNEATOR PliSTATION LIGHTING(NIGHT) •• A ` SHEET 1 OF e a BARRICADE TYPE HI a WARNING BEACON(NIGHT) / ti M HIGH LEVEL Ham %/ WORK AREA 1 wARNINc DEYIci: � `` Unde•round Service AGRTI �• ••-•� ARROW BOARD L�•P _•" CADr°u E"" HENKEl5eM�COV • SIGNALIZED INTERSECTION A 81 1 m • m' ARROW BOARD SUPPORT c+I I \V� AReiMea.MFtOR 6,arP Unrp v Ti FILE: -wc_ic_o,.v..c �yoa,/ MCI. Q H9N_TIO_00]POC 4, i ��� S1 I Henn ID Fl0 W0._T90 - I� FO_N NTID A N XD -.... 0S1y� FOND" W20—I y s2A+vrrm\\•••3 FQMD�+ D'P,G� s�n•xr to _® 'pnmV. CAST.W/Os 62N9].. 100.1 / ` KID eI Lnw STO NAM %A:11 Dq GARD ct 7 � 4 O0 ix W w Z 8. ,• �� y� W20-I V Q O 'C' MI It ! wZ UpQ o ZN LLO A _ lam st USW Luc W Q $ °i Tn > MU U - WORK HOURS SEE PERMIT FOR WORK HOURS tl- CONTRACTCR SHALL NOTIFY PROPERTY OYWER 72 HCS IN ADVANCE OF • i Z U) CI C DRIVEWAY CLOSURE. - MAINTAIN 4'MIN PEDESTRIAN ACCESSRLE ROUTE AT ALL PMES QR - SPOTTERS TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA AS REQUIRED. I- di - NOTIFY AFFECTED TRILIET SERVICES 5 DAYS PRIOR TO WORK SCHEDULE. 5, y d I- - CONES SPACING AT 45MPH/TAPER.40; CORNER/ACCESS/TNKE/PED•1O - CONES SPACING AT 40MPH/TAPER=20,COFFNER/ACCESS/BIKE/PED.10r '$. J V W - ADJUST DEVICES SO THAT BUSINESS ENTRANCE/EATS ARE NOT AFFECTED. 17. -- ALL ADJUSTTRAFFIC TO FIELD CONDEMNS. ADHERE TO CURRENT NUTCD&OTTCH GUIDELINES r 't '. A Q �,; NEESL ; \_c COUNTY: wASHeN1TGN - ONE FLAGGER AT EACH LEG AS REQUIRED.ALL FLAGGERS SHALL HAVE 2-WAYS V' $ PA� �'r C Y CITY: 'mum RADIO CONTROL la: ENGINEER:re,. �+ 101 DGWRIUI MVO MIT DEW HI DI.IDN1W ♦ Y LEGEND GEND A I�ATOI A DRAWN 9Y: AT N'Ait11 a GA9 A n i.,r SPOTTER Oi05911a e yNewowoonommow woman I . i CONSTRUCTION SIGN lir FLAGGER Or wmo.w ...�..,nW,.e,.�, SCALEp�n-m rw • TRAFTTC CONE/DEUNEATOR P STATION LIGHTING(NIGHT) -{,P.cC�� REVISION: I �.. a BARRICADE TYPE III b WARNING BEACON(NIGHT) T+' l SHEET_r_ OF e WORK AREA 1 WARRNI G DEVICEEL �V m �'-'-' ARROW BOARD Undo•raond Service Alert cDD:TOLL rRFc m SIGNALIZED INTERSECTION HENKEL5 a Mr-COY` ice•' ARROW BOARD SUPPORT ,:�I:,- 8 11 'A narrauurrcorcrau#mmw•v tY r 5 We� FILE: Tm-m.L.1...o'''