PFI2020-00116 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
is COMMUNITY DEVELOPMENT Permit#: PFI2020-00 1 1 6
T r G A R.D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/30/2020
Parcel: SEG645
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: PGE
Project Description: SEG 645/11090 SW 68th Parkway.Provide underground service to 48 unit apartment building pulling
wire through conduit and installing transformer. PGE Job M2658429
Class of Work: FEES
Type 1 - Utilities (gas, electric, data) Description Date Amount
PFI Permit Fee 03/30/2020 $300.00
Total $300.00
Owner:
REQUIRED INSPECTIONS
Call 503-639-4175 for the IVR inspection request line or visit the City of
PHONE: Tigard website at www.tigard-or.gov to schedule inspections online.
Contractor:
LMC INC
19200 SW TETON AVE
TUALATIN, OR 97062
PHONE: 5036460521
Applicant:
WAYNE BRANHAM
2213 SW 153RD AVE
BEAVERTON, OR 97003
PHONE: 5036725440
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Permittee/Applicant
Signature: C5P.e, 19
()
Issued By: J 1i✓\.o —
Special Conditions(See Attached) UU
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PFI2020-00116
Tvne: 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, trent brickey at
503-718-2686,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
ECEFVED
City of Tigard MAR71 2 4 2020 PFI #:202 oOl!(P
s ENGINEERING DEPARTMENT
CITY OF TIGARD
TIGARD Public Faciliti 's'tti pro tnent (PFI) Permit
PROJECT INFORMATION
PGE Job # M2658429 TYPE OF WORK
Project name: a TYPE 1—Franchise Utility Work
Brief description of project: performed by NWN,PGE, or utility
agency
Provide underground svc to 48 unit apt building ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer
pulling wire thru conduit and installing transformer Work performed for the purpose of:
• Sidewalk installation or repair
• Driveway approach installation and repair
SITE INFORMATION • Sanitary sewer lateral installation and
main line tap
Location (address if available):
/^ El TYPE 3—Full Scale Development Work
11090 SW 68TH PKWY �f l S)4.5 performed with land use approval which
includes any of the following:
• Subdivisions or Partitions
APPLICANT INFORMATION • Street widening
PGE Linda Ott • Mainline installation for sanitary sewer,
Name: storm sewer, Tigard water, and Tigard
Mailing address: 2213 SW 153rd DR water service area
City/State: Beaverton, OR Gip: 97003 ❑ TYPE 4-Small Cell Technology
Phone:
503.612.6093 El TYPE 5—Tigard Triangle
Email: preregcoord@pgn.com Phone:
NOTE: Type 1 and 2 applications may be
Wayne Brabham emailed to rowpennits@tigard or.rov.
Contact name: Y
Phone: 503-672-5440 Email: preregcoord@pgn.com
CONTRACTOR INFORMATION ❑ Same as applicant
Name: LMC Construction CCB Number: 161282
Mailing address: 19200 SW Teton Ave City/State: Tualatin OR Zip. 97062
Phone: expires 8-30-20 Email:
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? ❑Yes M No Case number:
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-orgov • 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.
a- Linda Ott for Wayne Brabham 3.24.20
Applicant's or authorized agent's signature Print name Date
Property owner's signature (if required) Print name Date
STAFF USE ONLY
Case No:'(2O2D 1(P Permit fee: 3 -OQ Received by: Date: 3 20
Approved by: —77-en f,G, Date: 3/2-0IZOZU Notified by: Date: 3
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 PH 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 licensci El Yes ❑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 ❑ 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:
D Public Right-of-Way ❑Private Property
El 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
9 sw '•�- sI
Edge of Pavement
Ditch
Streetlight �.—.—.—.—.—.—r---
{ tee,.
y / Rain Drain ='"''?
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�� j Existing 1
� =t Driveway Existing House
ml I! •
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Scale: 1"=30'
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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
ANY DEVIATION FROM THIS DESIGN MUST co<'. NEW PGE FACILITIES TO BE INSTALLED
BE APPROVED BY PGE PROJECT MANAGER
=ERwcecavRDinnrae (UNLESS OTHERWISE SPECIFIED)
�D_3zR87FBDR 8LI.542,IE . 8'X8'TRANSFORMER PAD,9696-1554-TRANSPAD-PGE,
PROVIDED 8 INSTALLED BY CUSTOMER
A 15 39496 NOTE:TRANSFORMER BEHIND GATED FENCE.CENTER 0 FAULT INDICATOR
vr-18D251 OF TRANSFORMER 19 FT.2 IN.FROM STREET EDGE TO PROVIDED L1-82
&AINSTALLED PRIMARY
INCUSTOMER"PVC CONDUIT
D-18024 KEEP IN COMPLIANCE WITH CITY CODE REQUIREMENTS.
. PGE INSTALL 1-#350 AL-OX SECONDARY IN 3 OF 5-3"PVC CONDUIT
HOBO PROVIDED 8 INSTALLED BY THE CUSTOMER
1201208V
GEAR WALL
1200AMP -
II 0.64%VD 0„ MINK CONSTRUCTION NOTES: RSMTU
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'-"..30' . 39,B34A AFC FRONT OF GEAR FIRST? 1.CUSTOMER TO PROMOS ALL TRENCHING AND BACKRLLIN.JOINT USE TRENCH
PATH GAS TRENCH TO BE4B INCHES DEEP AND 30 INCHES WIDE MEASURED FROM
• E.
ALLµPOE�CONDUCTORS TO BE INSTALLED IN GRAY.SCHEDULE AB ELECTRICAL
NBL
I GRADE,PVC CORTWITH NYLON PULL STRINGS I MIN.SCR LBS TEST).
4 I PC TO DETERMINE THE SEE ANO NUMBER OF CONCURS REQUIRED.
x. 116' MAINTAIN 12 VERTICAL INCHES AND 24 HORIZONTAL INCHES NCE BETWEEN
GAS ANpETHERUVES.ALL ELBOWS 4 INCH S SMALLER TO M SE INCH RADIUS.
3 � ALL READS UR
MUST BE FACTORY AMER.ALL ELBOWS LARGER THAN I INCH TO BE
a'a I LIINRIGIDRADIUS.RIG STEEL OR POE APPROVED.FIBERGLASS BENDS ARE REQUIRED
ABC 300 FOR RUNS OF 151 FEET OR LONGER OR FOR ANY LENGTH RUN WITH MORE THAN
4 Q p 180 DEGREES IN PVC SCHEDULE 40 BENDS AIE ACCEPTABLE FORRUNS OF
n C11-36D 160 FEET OR LESS.
THE THE MAXIMUM TOTAL BENDS IN ANY CONDOR RLN ISN270 DEGREES
II, a
OP PD-140 2.A FOE STANDBY CREW IS REQUIRED FOR OPENING ALL ENERGIZED PGE VALETS.
UNCTION BOXES AND.STRRENT/FAL SERVICE
_INCLUDING CONNECTION OR INSTALLATION
3 PD-140 OF CONDUITS AND RILL STRNG3 CALL SERVICE COORDINATION AT 503-3236700
TO SCHEDULE A PPE STANDBY CREW..
ND INSTALL: 3.CUSTCER RESPONSIBLE FOR ROAD CROSSINGS ALL CROSSINGS LUST EXTEND
FROM PROPERTY UNE TO PROPERTY LINE.USE ONLY GRAY,SCHEDULE I0.
ABC 0300KVA ELECTRON.GRADE,PVC COMM.CROSSINGS TO BENS INCHES DEEP.MEASURED
FROM RNAL GRADE.
_ PAD MT
8D 7200V,1201208V,3 0,4W 4.DIRECTIONAL
BORING REQUIREMENTS:BLACK IWJ CK HDPE(HIGH DENSITY ?OCT
ORBLEUTIO EMPVCWRITA NSLENlL CONNECT E ICNITAIOS A.MEMECHANIC"`
CQINEGipN PROOVCP AS PN KTERNATIVE iD 1CPE WGT.HDPE SHALL MEETTXE
/ REQUIREMENTS OF PGE SPECIFICATION LC20618 AVALASLE ON REpUESTFROM PGE PROJECT
Tvm MANAGER FOR SAFETY REASONS TIE DUCTaLSIL BE MACKMMTI THREE EQUALLY SPACE
j EXTRUDED RED STRIPES 1WHICH T A SPECIFICATION REQUIREMENT)EMANDREL TEST OF
O a M'• (.`15 1 ft11 RFFGRE YGU DIG HOPE PIPE IS REQUIRED HIRER INSTALIATMN WNH PDF INSPECTORR SEN'_
9•sf j//� • T• Ary A OREGONLA. S.CUSTDSERTOPROMDEANOINSTLLLFNAPOEVAOLTWTOEHO-SS IASCONER.
OREGCN NW REQUIRES YOU M FOLLOW RULES ADOPTED VBUTY VNILT MODEL OR EDUIVALEM F(R PGE PAD MWN7TRANSFORAERS.
A nv THE OREGLW ARE
ETFORT 150039CEMTER PADA/AL/LT TO BE SET AT FINAL GRADE(SEE DETAE ON SKETCH.
PrA ®N•au I THOSE RULER AE SET MAYINOAR B 3-001.11B
W THROUGH%2C01-LING.YOU OBTAIN COPIES OF H.ALL POE TRANSFORMERS TO BE INSTALLED(FEET(MIN.ANY
FIRE HYDRANT.
I e°PwxL^nWILDING,WALL OR OVERHANG AND 4 FEETIMT IRON ANY FIRE HYDRANT.
TOE RLLESBY GALLING TIE OREGON U7LLT' PGE TRANSFORMERS MUST BE WTMN 16 FJ£f OFA DRIVEABLE AREA
ly yu I re;nrN / IIEQUES CENTER ADANIETRATION 41 IEDS32--1MT1 ALWAYS MAIMNN IO FEET CLEARANCE IN FRONT OE ALL TRANSFORMERS.
II �. t)REQUESTUTRT'LOCATES CALL THE OREGON XMIRIIYL wk.,
1°•"'A•^••d RA,B. VT42 ,rrit!Tv IH In IAYSI"RCENTER.FII AT LEAST ].METER&WESALL OFFICES.UIIUIYlAUOCRY AND RECREATION ROOMS TO HAVE
•pR I O EXCAVATOR �M41EM TELLER FACTORY INSTALLED COMA CIRNIT CLOSING DEVICE(EMI BYPASS ONLY).
1' MALL METER BASER TO BE NSIALLEDON FRONT OF WILDING OR VATHIN IRFEET
$D'-UT • D OF FROST ON ENSOF BUILDING.
RIGHT-OF-WAY PERMIT NOTICE: 2009 ABC 2 AL I 9.ro E#PIAIFA POSTS PFE REONREDAAOINDTRANSDORMER3 THAT ARE EIIP09E0
A PERMIT FROM THE LOCAL JURISDICTION IS REOUIREOIREFORE ANY
WORK IN THE RIGHT-OF-WAY MAY BE PERFORMED. ONLY POE APPROVED MALL SCORCH VAULTS TO BE SET AT FINAL GRADE WITH S IRON GRAVEL BASE AND
CONTRACTORS AND CONTRACTORS WHO HAVE MADE OTHER SPECIAL [C S�EEDTESCETNLONfD TO C R THE VAULT END LOWER KNOCKOUTS(TERM#-0UCT9.
AGREEMENTS WITH POE WILL BE ALLOWED TO WORK UNDER PGE'S PERMIT. qye' M.FRONLLOT RIWOLIRm EASEMENT IP.uF) TO9EBFEET(MMM.
THE CONTRACTOR MUST NOTIFY THE LOCAL JURNACTAN AS HOURS TRANSFORMER PAD
1B Ftt1(PREFERREq.
BEFORE WORK IS TO BEGIN.A COPY OF THE PERMIT MUST BE ON SITE. /J
12.ESTIMATED 000Mp5 MMOOTOR STARTING CURRENT FOR FU[KERCALCUUTIOB3.
PFR SFORRMMJER LOADNfi ANDYOTAGE DROP CMCVLATtlH4 BASED CN OOKW
577-PGE SWITCH VAULT UT MINUS CRUSHED ROCK I].CTNCULT wRH FF£REPRESENTATIVE 2 WEEKS BEFORE STARTING MAN POWER
B"DEEP(MUM TRENDING FOR A PRFGONSTROODON CONFERENCE.INCLUDED N THIS CONFERENCE
(. WILL BE EXCAVATOR.PGE.TELCO.CAN,PAID GAS.
NOTES: J-. OPENING IN PAD t1.DEDIOI IS BASSOON STANDARD UNOERORWND RO UIPNEM.NRALOTNIDARD
1.VAULTS TO BE 4' %'' UM2":41 NDEWIPMENTMGYBEANOPTpNAT YNApOMONALCOST
oTHE CUSTOMER.
SET AT LOCATORS , 1♦1
EIOSilf4Cr Y -', . = APIROVFD BY IGE. .iPi]
TO Pll-IB024 1' -,y S TfN OF W rD A 4•PRIMARY PGE CONSTRUCTION DRAWING
BE SET AT RNu cCNOUR
/ D""nE A�p1 SECONDARY DATE:7/31/19 SCAtE:(.�S !ACCOUNT:1070001 IAWD: 1000004597 !JOB NO.M2658429
11 APPROv1:D er PGE. 1.,2 pp o,
4'TO PD-14U ♦ill . B.DO NOT CROSS :IK O ®G L:uNOUTH TITLE
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BETWEEN � ` COMMUNITY PARTNERS FOR AFFORDABLE HOUSING
VALBIS r i CROWD TO OUTSIDE
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To VT-18025 �' I 4_IV ,, T HOBO SW 68TH PKWY,TIGARD
• �'-42 Z.MIN.RFnVFFry T DESCRIPTION
a\ c,A. ,J J 5'-iVFROM
P Y� NEAREST PRI 89EC CONDUIT DIUVEWAY PROVIDE 3PH 1202081200A UG SVC TO 48 UNIT APT BUILDING
0 EXISTING 4' iy COUNTY SECTION I WORK WITH SHEET
3-PHASE TRANSFORMER PAD- —`_ WASHINGTON C11-36D
3,4-MENUS 7' .,"/l.- . r" TO PwB CONDUIT CONFIGURATION BEAVERTON I —1 OF1
CRILSH SOCK •''.( (TOP UNE CREW CENTER DESIGN BY PHONE(5037 DRAWN BY
6..DEEP
(CON \ ,,,.. M3R 221s SW'MO WAYNE BRABHAM 672-5440 CESAR DEL ROSARIO
PD-140 BEAVEMDI OR WOOS
0 PORTLAND GENERAL ELECTRIC CO.-ALL RIGHTS RESERVED
Page 106 2011 Edition
Diversion into a Continuous Left Turn Lane Diagram 430
Diagram 430 shows work in the travel lane(s) next to a continuous two-way
left turn lane with one direction of traffic diverted into the continuous two-way
left turn lane.
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. When two or more travel lanes are reduced to a single lane before the
diversion, each lane shall be closed separately. Layout traffic control
according to ODOT Standard Drawing TM 852 for 5-lane sections.
4. A shifting taper(L/2) may be added in the diverted traffic direction
across the continuous two-way left turn lane (as shown). This option is
recommended when the speed is 45 mph or greater.
Sign Spacing and Buffer Lengths(feet)
Posted Spadne Between Sipe "Buffer"
Sped A B C Space
20 50
25 100 100 100 75
30 100
35 125
350 350 350
40 150
45 180
50 500 S00 500 210
SS 250
60 285
65 700 700 700 325
70 365
Chapter 5 September 2016
2011 Edition Page 107
Diversion into a Continuous Left Turn Lane Diagram 430
\WORAHEAD I A
/ B j Ihlt
CENTER 1 I I
LANE
CLOSED
MEAD
A
1I
•
1
L/2 1 ;1
.
1 •
r 1 _Buffer
•
T 'A Protection Vehicle
w/TMA(both Optional)
•
See Chapter 4
IOU /
Buffer
r
• •
• L/2
1I
•
• •
•
u2 I• I A
•
•
• I
II
lyt
I ROAD
teWOFtE
AHEAD
September 2016 Chapter 5
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 everypractical effort to satisfythe following:
9
• 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"
(R9-11 a) 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.
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.
BIDEWAlx CLOSED
SIDEWALK CLOSED
or AHEAD
CROSS HERE -i
CROSS HERE
24x12
Type'W1" 24x18
(Mount on B(II)L)/111110. Type'w1'
SIDEWALK
CLOSED
24x12
Type'W1'
(Mount on BQI)LR)
(2 Regd.)
,
0
.. _.. 'a
CD
SIDE
WALK\
iuxansEo v
SSEWuxCLOSa -
MEAD y
C••• •• • er
CROSS HERE
CROSS HERE
24x12 24x18
Type"W1'
(Mount on BOOR) Type'W1"
1 ,
September 2016 Chapter 5
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"
(R9-11 a) 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
a nearest crosswalk prior to the closure.
m
U
n
T
F
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.
SIDEWALX CLOSED
SIDEWALKCLOSEDAHEAD
j
CROSS HERE
CROSS HERE
24x12
Type'WI 24x1B
(Mount on B(II)L) Type'Wi•
SIDEWALK
CLOSED
24x12
Type'W 1
(Mount on B(II)LR)
(2 Reqd.)
CD
m
J . V
a
SIDEWALK CLOSED D1
SIDEWNx CLOSED
AHEAOr rp
CROSS HERE �-
CROSS HERE
24x12
Type"W1" 24x18
(Mount on B(II)R) Type 'W1'
1 '
September 2016 Chapter 5
Page 56 2011 Edition
Pedestrian Accommodation, Intersection Diagram 5-8
For work near an intersection, close crosswalks and/or sidewalks as
necessary when safe passage cannot be maintained.
SIDEWALK CLOSED
a�
/ USE OTHER SIDE
24x12
Type'W1"
(Mount on B(II)LR)
/ N
WORK
BIDEWM%CITeEO
SIDEWALK_CLOSED CROSS HERE
~
USE OTHER SIDE X SIDEWALK 24x12
24x12 CLOSED Type D(I
Type'W1' 24x12 (Mount on B(I)LR)
(Mount on B(II)LR) Type'W1'
(Mount on B(II)LR)
SIDEWALK CLOSED
AHEAD
CROE6RliE
24x18
m Typo Min'
(Mount on BQfR)
— WORK
ROAD
WORK
AHEAD
(Optional)
Chapter 5 September 2016
Page 52 2011 Edition
Bicycle and Pedestrian Accommodation Diagrams
The following practices and details address the accommodation of bicycles
and pedestrians within work zones. The following detail drawings should be
incorporated, where appropriate, into the traffic control plan for any short
term work.
1. See Section 1.6—Bicycle and Pedestrian Considerations for additional
guidance.
2. Stay alert for pedestrians and bicycle traffic and accommodate safe
passage for them, as needed.
3. The work space should be protected from bicycle and pedestrian
intrusion by using barricades or closely-spaced channelizing devices.
4. Maintain access to transit stops or clearly close a transit stop using
barricades or channelizing devices.
Bicycle Accommodation Diagram 5-6
Bicycle Accommodation Principles:
1. If a significant volume of bicycles can be expected and work closes a
marked bicycle facility, or requires bicycles to share a travel lane,
install a"(Bicycle) ON ROADWAY" sign (CW11-1) or the Bicycle
symbol (W11-1) sign with an "ON ROADWAY" (OBW1-5) rider, in
advance of the work area.
2. Install temporary signing off the paved shoulder, within the planter
(buffer)strip, or share the width needed between the shoulder and the
sidewalk, as available.
3. Signs are to remain in place until the surface is restored and the width
made available for bicycle use. See Diagram 5-6 for typical bicycle
signing placement.
Sign Spacing and Buffer Lengths(feet)
Posted Spdng Between Signs "Buffer"
Sped A B C Space
20 SO
25 100 100 100 75
30 100
35 125
350 350 350
40 150
45 180
50 S00 S00 S00 210
55 250
60 285
65 700 700 700 325
70 365
Chapler 5 September 2016
2011 Edition Page 53
Bicycle Accommodation Diagram 5-6
NOTES:
• Bicycles on Roadway(CW11-1)sign should not
interrupt standard sequences. For example:
o BE PREPARED TO STOP/Flagger Symbol
o _LANE CLOSED AHEAD/Lane Ends
Symbol
• Bicycles on Roadway sign typically follows ROAD
WORK AHEAD sign and used as general warning.
Tir
V
A
03.
03
ON
i
ROADWAY
C -
IV
// ROAD�
WORK
\
AHEAD,
te/
September 2016 Chapter 5