The URL can be used to link to this page

PFI2019-00444 11111 ,, CITY OF TIGARDPUBLIC FACILITIES IMPROVEMENT PERMIT � r COMMUNITY DEVELOPMENT Permit#: PF12019-00444 T I GAR D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 12/16/2019 Parcel: SEG2444 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: PGE Project Description: Adjacent to 15970 SW 76th Ave. Provide 1p 120/240 UG svc for lots 3,4,5, and 6 in residential subdivision Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric, data) Total Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tiqard-or.qov to schedule inspections online. Contractor: PHONE: Applicant: TRAVIS SMALLWOOD PHONE: 5036725428 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant �)C^ � Signature: Erect apYC./ �.l' . Issued By: G� ep•A� Special Conditions(See Attached)(((fff Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00444 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 corners, 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). PFI_Utilities 31 -OTHER Applied Notice Other RECEIVED City of Tigard DEC 1 1 2019 PFI#: ��— GUy . IIIw ENGINEERING DEPARTMENT CITY OF TIGARD . . TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION PGE Job # M2674437 TYPE OF WORK Project name: lil TYPE 1—Franchise Utility Work Brief description of project: performed by NWN,PGE, or utility agency Provide 1p 120/240 UG svc for lots 3,4,5,6 in Residential Subdivision ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION geof • Sanitary sewer lateral installation and Location (address if available): 1-ft.p.71 main line tap ❑ TYPE 3—Full Scale Development Work ABT 15970 SW 76TH AVE � performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: PGE Linda Ott • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 10800 SW Avery Street water service area City/state: Tualatin, OR Zip: 97062 ❑ TYPE 4—Small Cell Technology 503.612.6093 O TYPE 5—Tigard Triangle Phone: Email: preregcoord@pgn.com Phone: NOTE: Type 1 and 2 applications may be Contact name: Travis Smallwood emailed to rowpermitsna,tigard-or.gov. Phone: 503.672.5428 Email: preregcoord@pgn.com CONTRACTOR INFORMATION 0 Same as applicant Name: ALLTECH DIRECTIONAL DRILLING INC CCB Number: 172459 Mailing address: 12140 sw greiner In city/state: HAPPY VALLEY OR Zip: 97086 Phone: 503 810 0229 Email: NOT LISTED ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ (within the public right-of-way) Is work related to a LAND USE DECISION? DYes El 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 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. 2-../.;a12 - Linda Ott for Travis Smallwood 12/11/19 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date ``,,��'',,�� A STAFF USE ONLY l Case No: J'T 9%L Permit fee: --�� Received by: _2 Date: /a /2 /7 Approved by: %Yu�,74-id Date: /ZNO/Zb/ 9 Notified by: Date: 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 Sl'AFF CSE ONLI I ()It SI \I I ISI. ONt.I TYPE 4: SMALL WIRELESS FACILITY TYPE 1 —3: DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑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): ❑Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit CI 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: 0 Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the CI 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 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 9s l - r! s t. Edge of Pavement '� Ditch �� QStreetlight (...° _ --•—•—•—•_•-• .•,_—r-•- I •{ # Raaf Dein _.^.►'s IrcO '.,.i 0+`1 I �� • I T'�ropasreTewer fl II 1 1 �� r i CD 65. . Existing House r� 1 Existing 1 �� r Driveway �� of 11 C/ ›<ilI 71;9 i 1 aI y� 41 Ia 1 1 co1 ° I Existing Shop i A .,s, \41. I Powerpole I I o 1 0 — I I p------13747tyliTie"—-—'—'"'—' r I IN IO I Fire Hydrant(FH) I I Scale: 'I"=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& 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 o SUBDIVISION LEGEND VT-177 x NEW PGE FACILITIES TO BE INSTALLED (UNLESS SE PD-8170 r =26 43822 ED 644-PGE PADMOUNTRVAULT,WITHCIFIED64-32PP--2125-PGE TOP PROVIDED&INSTALLED BY CUSTOMER �]I� 0 FAULT INDICATOR 1--�7 1730 SECONDARY VAULT,TIER 16 INSTALL: 0 PROVIDED&INSTALLED BV CUSTOMER B 0 25KVA ,INSTALL 142 AL-EPR JKT PRIMARY IN 1-2"PVC CONDUIT PAD MT PROVIDED&INSTALLED BY CUSTOMER SW ALDER ST 7200V,120/240V,1 0,3W -INSTALL 14350 AL-TX SECONDARY IN 14-PVC CONDUIT 4 CUSTOMERS PROVIDED&INSTALLED BY CUSTOMER LOAD:20KW eiesii CUSTOMER TO INSTALL T PVC CONDUIT&STUB-UP FOR FUTURE 1-4/0 AL-TX SERVICE l 4 tN B 25 m 50' Vi 308 125' VT 309 100' /20240V PD 307 C2 f-12C 200AMP HP/AC:5T C2 1-12D < 1.8%VD (LOT 5 6 6 3.45%FLKR(LOT 5 6 6) A 16 43042 7,085A AFC(Lor 3&4) PD-1132 2 I_ S 6 t Z THINK ft SAFFIFY 1 3 4 5 FIRST{ ll 18186 CUSTOMER TO,TCSC PGESERVICESTSK ANK CONSTRUCTION NOTES: RSDEV 503-323700,TO SCHEDULE CREW STAND BY WHILE PLUMBING INTO VAULT 1.CUSTOMER TO PROVIDE ALL TRENCHING AND BACKFILLING JOINT USE TRENCH WITH GAS,TRENCH TO BE 40INCHES DEEP AND SO INCHES WIDE,MEASURED FROM wEI GRADE. 2.Val- PGE STANDBY CREW IS REQUIRED FOR OPENING ALL ENERGIZED PGE VAULTS OFND�IT 3 ANIS PULL STRINGS.TG�ML SERVICE COORDINATION AT I2N�IALLATION TO SCHEDULE A PGE STANDBY CREW. 6x4x4 VAULT WITH 3"TERMI-DUCTS S.ALL PGE CONDUCTORS TO SE INSTALLED IN GHAT,S(�CCA1HEDULE 40,ELECTRICAL W/TRANSFORMER PG�EDTO CCC CONDUIT WISIZE AND UMBER OF CONWIN SOS ERIRHOST OPENING IN TRANSFORMER PA::0 MUST FACE MNNTAIN I2 VERTICAL INCHES ANO N HORIZONTAL INCHES CLEARANCE BETWEEN STREET SIDE OR PARKING ARA. GAS ANp OTHER UTILITES.ALL ELBOWS 41NCH&SMALLER T09E 3fi INCH RADIUS. MINIMUM CLEARANCE F PACN COMBUSTIBLE L BENDS MUST BE FACTORY MADE ALL ELBOWS LARGER THAN 4INCH Tp BE STRUCTURE IS 8•FROM SIDEAND BACK OF H RADIUS.RIGID STEEL OR PGE APPROVED.FIBERGLASS BENDS ARE REQUIRED Q VAULT WITH 10'CLEAR SPACIN FRONT cram OF 151 FEET OR LONGER OR FOR ANV LENGTH RUN WITH MORE THAN '" OF VAULT. 180 DEGREES IN BENDS.PVC SCHE LE 4D BENDS ARE ACCEPTABLE FOR RUNS OF � 1?± C2 f-13B ADEPE AMOW rmARKE /-"AIONDgRV HDPE PIPE IS REWIRED AFTER INSTALUTION WITH PGE INSPECTOR PRESENT. T� , // DUCTS(BOTH ENDS .Cts / B.CUSTOMER TO PROVIDE AND INSTALL YBM-PGE VAULT IMTH%N-332P-2125 COVER, 1 ON SODED P PG N,, / UTILITY VAULT MODEL OR EQUIVALENT FOR PGE PAD MW NL TRgNSFORMERS. Pao E $IR / Q\ PADNAULT TO BE SET AT FINM GRADE(SEE DETNL ON SKETCHI. V R ` 7,qLL PGE TRANSFORMERS TO BE INSTMLED 8 FEET(MIFp FROM ANV COMBUSTIBLE 1 1111 . V WELL COMPACTED 6' ` ~�2'GONDUD BUILDING,WML OR OVERHIWG AND4 FEET( IFp FROM ANY FlRE HVORANi. PGETRMNSFORMERSMUSTBEWRHIN15 FEETOFAORNEIN AREA OU SµeACKFILL \ �.;''/F t (PRNMRV-FIELD SIDE ONLY) gLWgYS MAINTAIN IO FEET CLEARANCE IN FRONT OF ML TRANGFORMERS. II 80.'• UNDER SPLICE BOA OCK/\may` ' 8.STEEL BARRIER POSTS ARE REQUIREDAROUND TRANSFORMERS THAT ARE EXPOSED / W MINUS CRUSHED R IUS OVELBOWS 2,MW O VEHICLES. `_SCH t0 PVL WffACTORY BENDS O Fim I e"DEEP( IFp WBASCONITITEDUCS)END TpPg A... ONUIT � (SETRSIDE VIEW 'ROETB9TML (SECONDARY-STREET SIDE ONL•O. A OO 11.ESTMATED CAMPS MOTOR STARTING CURRENT FOR FLICKERCMCUUTIONS w TPER RAN�SFSORMECRELOADING qND VOLTAGE DROP ULCUUTIONS BASED ON 5 K6Y 1 12 CONSULT WITH PGE REPRESENTATIVE 2 WEEKS BEFORE STARTING AWN POWER V FOB Bnkfill TR CHINGF FUPRECONSTRUCTIONCONFEREFIN IN IEEDINTHISCONFERENCE `� � 4 I J o CONTACT SERVICE COORDINATOR WILL BE EXCAVATOR,PGE,TELCO,CATV.AND GAS. '1! POLYMER COVER z4- mta0 13.DESIGNIS BASEDS STANDARD UNDERGROUND EQUIPMENT NONSTANDARD KED'ELECTRIC' A O N.a MG(FBL P(WILL WTIHSTML WIRE 7NDERGROUND EQUIPMENT MAY BE AN OPTION AT AN ADDITIONM COST r15FTo ORMF- . u mi. FOR AND CONDUIT INSPECTION PRIOR OTHE CUSTOMER. ]3-X ON a TRENCH IS 100%9ACKFOLED. Jew p.N.ww'nw SERVICE COORDINATOR PGE CONSTRUCTION DRAWING �'rig TRENCH d -� 503-323-6700 OR 000-542-8818 DATE: SCME ACCOUNT AWG: OB N.5/25/2019 NTS I 1070001 I 1000004596 IJ M2674437 1GROOM ANY DEVIATION FROM THIS DESIGN MUST Di ROD I' Iy,— RIGHT-OF-WAY PERMIT NOTICE: . -. Diane Hsu BE APPROVED BY PGE PROJECT MANAGER TOP VIEW A PERMIT FROM THE LOCAL JURISDICTION IS REQUIRED BEFORE ANY ORCUD ppipxgl •• STREET SIDE TOP VIEW WORK IN THE RIGHT-OF-WAY MAY BE PERFORMED. ONLY PGE APPROVED ' GE DURHAM-BRIDGEPORT SD17x22 HL CONTRACTORS AND CONTRACTORS WHO HAVE MADE OTHER SPECIAL %P CALL 611 BEFORE YOU DIG C LOCATION AGREEMENTS WITH PGE WILL BE ALLOWED TO WORK UNDER PG0S PERMIT. ATTENTION: n `/ ABT 15970 SW 76th Ave,TIGARD THE CONTRACTOR MUST NOTIFY THE LOCAL JURISDICTION 48 HOURS OREGON LAW REQUIRES OTI TO FOLLOW RULES ADOPTED ALL SECONDARY VAULTS TO BE INSTALLED ON PROPERTY LINES WITHIN THE BEFORE WORK IS TO BEGIN.A COPY OF THE PERMIT MUST BE ON SITE. BY THE OREGON UTILITY NNOTIFICATION CENTER. DESCRIPTION UTILITY EASEMENT AND AT FINAL GRADE.ALTERNATE LOCATIONS MUST BETHOSE RULES ARE SET FORTH IN OAR 952-001-0010 .. .. ^, Provide 19 120040 UG svc for lots 3,4,5,6 in Residential Subdivision APPROVED BY PGE AND WILL BE NOTED ON THE SKETCH.THE COST FOR RELOCATION OR ADJUSTMENT OF A SECONDARY VAULT WILL BE THE THROUGH 952-001-0090.TYOUHE MAY OBTAIN COPIES OF COUNTY SECTION(S) WORK WITH RESPONSIBILITY OF THE BUILDER OR DEVELOPER REQUESTING THE MOVE. PRE-CONSTRUCTION MEETING/TRENCH AND CONDUIT INSPECTION THE RULES BY CALLING THE OREGON UTILITY .• .' WASHINGTON C21-12C SHEET PGE APPROVALS OF INSTALLATION WILL BE BASED ON FINAL GRADE AND YOUR PROJECT REWIRES A PRECONSTRUCTION MEETING.CONTACT YOUR SERVICE&DESIGN NOTIFICATION CENTER ADMINISTRATION (503232-1987] k' E CREW CEN 1 OF, t TO REQUEST UTILITY LOCATES CALL THE OREGON N CREW.3RD OR DESIGN BY PHONE LOCATION CRITERIA SET BY THE DEVELOPER AND HIS OR HER AGENT. PROJECT MANAGER]TO 10 WORKING DAYSOOR INAT TO EXCAVATION TO COORDINATE THE (50 DRAwN BY PRE-CON.PGE5 FIELD CONSTRUCTION COORDINATOR((FCq WILL PROVIDE YOUR TRENCH Know whey/below. Travis Smallwood 672-5428 LANE WHITNEY AND CONDUIT INSPECRO NS. UTILRY NOTIFICATION CENTER,811 AT LEAST vewrEarox,oamoa 2 BUSINESS DAYS PRIOR TO EXCAVATION. PA)I&dere yeu dig. 0 PORTLAND GENERAL ELECTRIC CO.-ALL RIGHTS RESERVED Page 84 2011 Edition N Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane, two-way N roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads (less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater, when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing (see Diagram 5-4) should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the"Flagger Ahead" (CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 December 2011 2011 Edition ww cs. Page 85 N r . Stationary Lane Closure with Flagging Diagram 320 CNC a2 c3¢ I p Wmi \ � , .OQE O Q ui y o 8 co 1t mQo i I F- \/ •- I. A •• >o * L 41* Etil F. ci I .— E • IIII I03o • a-E : 11 •• I— Ov I.'. . • a>v M CI_CZ I I � L_J — Y� siea o a L 1 w p �O Y w¢y C j t r .1 m+r` , LLI 0 111 m Sign Spacing and Buffer Lengths(feet) I w \ U /oo c ERRATA: Posted Spacing Between Signs Buffer w Q m o. Speed A B C Space o ¢ o 20 50 SupplementTable 25 100 100 100 75 30 100 Upillect February125 p Y O �'2016 0 350 350 350 150 Q O 6 WOuormilciasd�r 45 180 3 Section 50 500 500 500 210 55 250 Sign Spacing and Buffer Lengths(feet)Supplement Posted Spacing Between Signs "Buffer" December 2011 Chapter 5 Speed A B C Space 60 285 65 700 700 700 325 70 365 Page 54 2011 Edition Pedestrian Accommodation Diagrams See Diagrams 5-7 and 5-8, below, for pedestrian accommodations in work zones. Pedestrian Accommodation Principles: 1. If the work impacts the sidewalk or pedestrian facility, provide a safe, accessible path, where practical, in accordance with the requirements of the ADA. 2. If not practical to match the width of the existing pedestrian facilities, maintain a 4-ft minimum width. 3. Unless a reasonably safe route can be provided through the work space, pedestrians should be appropriately directed with advance signing to cross the road. Do not divert pedestrians into travel lanes. 4. Install pedestrian closure or detour signing on Type II barricades. Make every practical effort to satisfy the following: • If work closes a sidewalk or sidewalk ramp, close sidewalks at a point where an alternate crossing point or route can be provided. Minimize the amount of out-of-direction travel for pedestrians. • Use a combination of"SIDEWALK CLOSED" (R9-9), "SIDEWALK CLOSED USE OTHER SIDE" (R9-10), "SIDEWALK CLOSED AHEAD CROSS HERE" (R9-11), and"SIDEWALK CLOSED CROSS HERE" (R9-11a) signing to direct pedestrians to an alternate facility. • Where there are business destinations between the nearest crosswalk and the work area, close the sidewalk at the business access nearest the work area, where practical using the SIDEWALK CLOSED sign. o Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the Q nearest crosswalk prior to the closure. U Q T H Chapter 5 September 2016 2011 Edition Page 55 Pedestrian Accommodation, Mid-Block Diagram 5-7 The sidewalk should be closed at the nearest intersection on each side of the work area when a safe,ADA-compliant path through the work area is not available. _ SIDEWALK CLOSED SIDEWALK CLOSED AHEAD .. ► Or �♦ CROSS HERE CROSS HERE 24x12 >.:;. Type'W1" 24x18 Type"W1" (Mount on B(II)L) SIDEWALK CLOSED 24x12 Type"Ni" (Mount on B(II)LR) (2 Regd.) --I a 5 O m SIDEWALK CLOSED 91 SIDEWALK CLOSED AHEAD CROSS HERE CROSS HERE 24x12 24x18 Type'W1' Type'W1"(Mount on B(II)R) September 2016 Chapter 5 Page 84 2011 Edition Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane, two-way roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads (less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater, when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing (see Diagram 5-4) should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the"Flagger Ahead" (CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 December 2011 2011 Edition Page 85 N r- 41 Stationary Lane Closure with Flagging Diagram 320 / 9\ N co, � ES w \/ Q 0 wa; . 0 fi wok o �/ I a� CR , o m 1 1 LL maw m W G * I i— F- 4& • gt c • •• V O.• • N <Zm km 4t I • t.om 1t $3 • rr `` o kin 4 <ATI �E • IIIII a c ca• 12 u) / !gr.-� •� I •. 0 ms :• Z •• L o5-' • /� • CU oa I —1 — V sif - Q LL w a L cc o on' I v. .1m m w j tr° V \i $ 1t m Sign Spacing and Buffer Lengths(feet) w ERRATA: Posted Spacing Between Signs Buffer = a Speed A B C Space V Z < O 20 50 Supplement Table 25 100 100 100 75 30 100 Ilmbled°Febuay 12' 35 125 Ca 402016 350 350 350 150 <0 G 0 Oral =rria•oache y 45 180 \ C 3< / Sect1on 50 500 500 500 210 55 250 Sign Spacing and Buffer Lengths(feet)Supplement Posted Spacing Between Signs "Buffer" December 2011 Chapter 5 Speed A B C Space 60 285 65 700 700 700 325 70 365 Page 54 2011 Edition Pedestrian Accommodation Diagrams See Diagrams 5-7 and 5-8, below, for pedestrian accommodations in work zones. Pedestrian Accommodation Principles: 1. If the work impacts the sidewalk or pedestrian facility, provide a safe, accessible path, where practical, in accordance with the requirements of the ADA. 2. If not practical to match the width of the existing pedestrian facilities, maintain a 4-ft minimum width. 3. Unless a reasonably safe route can be provided through the work space, pedestrians should be appropriately directed with advance signing to cross the road. Do not divert pedestrians into travel lanes. 4. Install pedestrian closure or detour signing on Type II barricades. Make every practical effort to satisfy the following: • If work closes a sidewalk or sidewalk ramp, close sidewalks at a point where an alternate crossing point or route can be provided. Minimize the amount of out-of-direction travel for pedestrians. • Use a combination of"SIDEWALK CLOSED" (R9-9), "SIDEWALK CLOSED USE OTHER SIDE" (R9-10), "SIDEWALK CLOSED AHEAD CROSS HERE" (R9-11), and "SIDEWALK CLOSED CROSS HERE" (R9-11a) signing to direct pedestrians to an alternate facility. • Where there are business destinations between the nearest crosswalk and the work area, close the sidewalk at the business access nearest the work area, where practical using the SIDEWALK CLOSED sign. Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the nearest crosswalk prior to the closure. U H H Chapter 5 September 2016 2011 Edition Page 55 Pedestrian Accommodation, Mid-Block Diagram 5-7 The sidewalk should be closed at the nearest intersection on each side of the work area when a safe, ADA-compliant path through the work area is not available. SIDEWALK CLOSED ---- SIDEWALK CLOSED AHEAD or CROSS HERE CROSS HERE "• • 24x12 Type"W1" 24x18 Type"W1' • • • SIDEWALK CLOSED 24x12 Type"W1" • (Mount on B(II)LR) • • (2 Regd.) I , -0 SIDEWALK CLOSED 9) SIDEWALK CLOSED = AHEAD Or CROSS HERE CROSS HERE 24x12 24x18 Type'W1" (Mount on B(II)R) Type"W1" September 2016 Chapter 5