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PFI2017-00008 : n CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12017-00008 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/05/2017 Parcel: SEG466 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Astound Broadband Project Description: Adjacent to 10260 SW Greenburg Road(Lincoln Center). Wave is proposing a plant extension from SW 71 st Ave and Hwy 99W to the south side of the Lincoln Center on SW Oak Street. This build will consist of aerial( 144CT fiber optic cable)and underground(2"conduit/144CT fiber optic cable)inside the City of Tigard ROW. SEG: 466/416/349/281 /3534/301 /291 /285. Owner: FEES Description Date Amount PFI Permit Fee 07/03/2017 $6,300.00 PHONE: Misc Fee 07/03/2017 $472.80 Contractor: SOUTH BAY EXCAVATING INC 2540 BLACK LAKE BLVD SW TUMWATER,WA 98512 PHONE: 360-866-4454 FAX: Applicant: JON ANDERSON 401 PARKPLACE CENTER #500 KIRKLAND,WA 98033 PHONE: 503-692-6031 Total $6,772.80 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 (, �,�q � � Signature: zt,- //y0/!/l JAjy� Issued By: AV zul` Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12017-00008 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced, with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition, American Traffic Safety Services Association[ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time, without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Utilities 09-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m. to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 10-TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m. to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 11 -TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 12-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 13-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI Utilities 14-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 15-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches,etc.)as may be necessary, as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 16-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity, the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Utilities 17-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Utilities 18-PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments,and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 19-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 20-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general, will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Utilities 21 -OTHER Applied Notice RECEIVED City of Tigard JAN 19 2017 PUBLIC WORKS — ENGINEERING CITY OF TlGARD Public Facility Improvement (PFI) Per -- TYPE TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) x❑ TYPE 1-Franchise Utility Work Check one: x❑ Utilities ❑ Sidewalk/driveway approach ❑Street improvements performed by NWN, PGE Detailed description:WAVE IS PROPOSING A PLANT EXTENTION FROM SW 71ST AVE AND HWY 99W and/or utility agency. TO THE SOUTH SIDE OF THE LINCOLN CENTER ON SW OAK ST. THIS BUILD WILL CONSIST OF AERIAL(144CT FIBER ❑ TYPE 2—Sidewalk/Driveway/Sewer Work performed for the purpose of: OPTIC CABLE)AND UNDERGROUND IT'CONDUIT/144CT FIBER OPTIC CABLE)INSIDE THE CITY OF TIGARD ROW. • Sidewalk installation or repair. Property address/location(s): • Driveway approach installation 10260 SW GREENBURG RD,TIGARD,OR and/or repair 401,014101 30cl I Uf 135-34 3D l 12 11 2-05 • Sanitary sewer lateral installation and/or main line tap Applicant: ASTOUND BROADBAND LLC ❑ TYPE 3—Full scale Development Work performed with Land use Address: 401 Parkplace Center,Suite 500 approval which includes any of City/State: KIRKLAND,WA Zip: 98033 the following. Phone:503-692-6031 Email:JOANDERSON(a)WAVEBROADBAND.COM • Subdivisions or Partitions Contact name: JON ANDERSON Phone: 503-692-6031 • Street widening • Mainline installation for Sanitary Contractor: SOUTH BAY EXCAVATING INC sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: 164104 Expiration: 12/16/17 Address: 2540 BLACK LAKE BLVD SW SUBMIT COMPLETED APPLICATION TO: City/state: TUMWATER,WA Zip: 98512 City of Tigard Phone: 360-866-4454 Email: JASON@SOUTHBAYINC.NET Planning/Engineering 13125 SW Hall Blvd. Contact name: JASON CLEMENTS Phone:360-866-4454 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: JON ANDERSON only may be emailcd to: rowpermitsnajigard-or,gov Address: 14800 NW CORNELL RD#7H City/state: PORTLAND,OR Zip:97229 O- C I l LSGL V Phone: 503-692-6031 Email: JOANDERSONWAVEBROADBAND.COM Case No.:TT [�I 0OD6 C� Contact name: JON ANDERSON Application submittal fee: $ C>0• Additional fees: $ 4�2• 1-'0 Estimated value of work is required(if over$5,000):$90,000 Application accepted: (within the public right-of-way) By: L- Date: Is work related to a LAND-USE DECISION? ❑ Yes ❑X No Application reviewed: If so,please specify (MLP,SDR,SUB,etc.) case #: BY:7 6fS t-�- Date: U Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes ❑x No By: Date: a7, If so,please specify(BUILDING PERMITS Case#: I:\ENG\PermitAppbcabons\pfi_applif tion Rev.12/16/2016 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 Page 1 of 4 I APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different people,the applicant 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(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subect propeM. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. JON ANDERSON DNANDERWN DN C•UB.E=JOPNDERBON®WAVEBROADBANO COM, D•ABTOUND BROADBMID LLC.—JON ANDERSON Daw 701701.1919.17 340E W JON ANDERSON 1/19/2017 Applicant/Authorized Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL APPLICATION FEE REQtTIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY CONNECTIONS,ETC. Part 2: All non-water system improvements (work in the right of way) Engineer's estimate X 5%(less$300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required (Subdivisions/Partitions and Street Improvements) for the following types of work: • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: y C" �1 Edge of Pavement Ditch Streetlight I —•—•—•---•—'— —r—•— • Rtin nr4dn I � I I ' T—'Fioj�'os cf'Se1�we�Tine" � I I N� I 1 ►� I �1 Existing House I Existing 1 �'1 i Driveway a � 1 cry• a j I i O Existing Shop 1 Powerpole 0 2 I I� 95, -------7roper -Lane—-—-—-—-—- ,�1 1 Fire Hydrant(FH) I � I Scale: 'I"=30' � I I I I I ' I I � I MINIMUM SKETCH REQUIREMENTS (Put"N/A"if Not Applicable): North arrow Property lines &dimension Slope of property Street &street name(s) Existing building, structures Utility&street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 1 � • • 100011965 : LINCOLN CENTER N 10260 SW GREENBURD RD 0 S CONSTRUCTION NOTES: PORTLAND OR 1- ALL WORK AREAS TO BE RESTORED 3 TO LIKE OR BETTER CONDITION. 2- ALL OTHER UTILITIES ARE BASED GENERAL LOCATION SCOPE OF WORK OFF EXISTING LOCATES OR UTILITY STRUCTURES SIZE OF FIBER OPTIC CABLE= 144CT I 3- IT IS THE CONSTRUCTION TOTAL AERIAL STRAND/144CT FOOTAGE= 6,309' CONTRACTORS RESPONSIBILITY TOTAL STRAND ONLY (GUY WIRE)= 1 ,477' TO CALL FOR LOCATES PRIOR • y Q s ,�,N� TOTAL POLES (PGE)= 47 TO DIGGING 0 ,-- ,.rarLogsrtrtgYRD TOTAL RISERS= 1 CallbefW yWO9. A TOTAL RISER FOOTAGE= 25 CONTACTS: T Construction Manager- TOTAL DIRECTIONAL DRILL FOOTAGE= 2,276' GERALD ODEN 503-341-6060 SW 5 TEN*WSON S7 TOTAL CONUITS/SIZE= (1 ) 2" goden@wavebroadband.com Permit Tech- . TOTAL VAULTS/SIZE= (5) JON ANDERSON 503-692-6031 24X36X36 GALVANIZED joanderson@wavebroadband.com TIM HF M.ii #12 AWG LOCATE WIRE LOCATE WIRE TEST STATION SITE ADDRESS/SECTION: P "°�"° 5/8" BY 5' GROUND ROD al it SWMCDONALDS7 KRUStWAY w a 10260 SW GREENBURG RD -I n;.:- req weMvi r• PORTLAND, OR VACI N ITY MAP PACKET DESCRIPTION DESCRIPTION/SYMBOLOGY: � NEW AERIAL STRAND/72CT FOC PAGE = NEW STRAND (GUY WIRE ONLY) _ ■ ■ ■ ■ ■ ■ ■ = NEW UNDERGROUND 2" CONDUIT W/ TITLE PAGE 144CT FIBER OPTIC CABLE INSIDE " vE 1-11 PROPOSED ROUTE = DOWNGUY/ANCHOR 12 VAULT DIAGRAM ^ n •u s" L 13-## TCP = BORE/RECEIVING PIT RESTORATION REQUIRED PERMITS NEEDED: = NEW 24X36X36 CONCRETE VAULT PGE /►''` °' " 47 POLES - J# TITLE Title Page PROJECT NUMBER ODOT (2) AERIAL ON 99W & UNDERGROUND FOR HALL BLV ' CITY OF TIGARD (1 ) 100011965 ``� WASHINGTON COUNTY (1 ) 174, PGE 4562 i • • • • POA=26'11" STRAIGHT THROUGH :. '-AAKE READY 'VER FTR&COMCAST 12" CONSTRUCTION NOTES: AKE COMCAST POSITION 1- ALL WORK AREAS TO BE RESTORED TO SW SPRUCE ST LIKE OR BETTER CONDITION. :• I 2- ALL OTHER UTILITIES ARE BASED 204' OFF EXISTING LOCATES OR f UTILITY STRUCTURES 3- IT IS THE CONSTRUCTION � PGE 5956 POA=24'6" •, I CONTRACTORS RESPONSIBILITY 16"FGA DOWNWARD .• TO CALL FOR LOCATES PRIOR • ANCHOR 6'EAST •.•DOO MAKE M TO DIGGING LOWER GTUCOMCASTIFTR 12" Cal�te.d•. r� TAKE COMCAST POSITION PGE 1366 :''• CONTACTS: RETENTION PGE SECONDARY SOUTH POA=26'6" 3 93. DEAD END •.•' • f Construction Manager- ANCHOR 17'NE • 13 0 PGE 5953 is !I GERALD ODEN 503-341-6060 � ' L ,.•• 3 13 POA=23'6" goden@wavebroadband.com END SLACK .• ' - ANCHOR 15'SOUTH �� MP 7.89 Permit Tech- - ^ WITH A 3'OFFSET FROM .A .• D M' g EXISTING PGE ANCHOR 94 225•,.••'• JON ANDERSON 503-692-6031 a .Q 163' IANjoanderson@wavebroadband.com SLACK �.• D ' SITE ADDRESS/SECTION: 10260 SW GREENBURG RD L13 13 •.:' PORTLAND, OR 222' ••: ,:.. :• PGE 1361 DESCRIPTION/SYMBOLOGY: PGE POA=26'0" POA=124811" .••'• FIELDSIDE Refer to Title Page • O�� O STRAIGHT THROUGH T-LEAD •:• STRAND ONLY NORTHEST TO ANCHOR p �0 SLACK FOC NORTH TO PGE POLE 5953 N PGE 1369 222' ••• ••' G POA=30'1"(OVERLASH) CIN ATTACH TO EXISTING DEAD .••' �QP .,„ W E END ATTACHMENT AND BUILD •.•' 9 NEW STRAND1144CT AERIALLY 4j NORTHEAST ON TOP POSITION SPLICE S POINT MP 8 SCALE TITLE ���• NA BUILD PLANS :' '•° _ — �...�_ _� �...- � .: .:_� PAGE NUMBER PROJECT NUMBER 1 100011965 PAGE 1 OF 12 AL .«_ CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. CITY OF 2- ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES PRIOR TO DIGGING Cn cn s w CONTACTS: Cn _ _ _ Construction Manager- PGE 4510 C C POA=25'1"' m GERALD ODEN 503-341-6060 M STRAIGHT THROUGH ON EAST SIDE OF POLE goden@wavebroadband.com PLACE CROSS CLAMP 1'NORTH OF POLE ON NORTHEAST SIDE OF POLE goden@wavebroadband.com STRAND ONLY NORTH AND EAST TO ANCHOR LEADS SOUTH AND WEST PGE 28 TAKE FOC WEST FROM CROSS CLAMP Permit Tech- POA=26'1" JON ANDERSON 503-692-6031 DEAD END ANCHOR 15'NORTH joanderson@wavebroadband.com sa' SW PINE ST �--- - - ° 243SITE ADDRESS/SECTION: 189' 248' PGE 5002 ' � PGE 5181 PGE 4500 207' PGE 4511 POA=26"1" POA=26'1 10260 SW GREENBURG RD POA=27'0" POA=25'2" STRAIGHT THROUGH DEAD END STRAIGHT THROUGH STRAIGHT THROUGH ANCHORI5' PORTLAND, OR EAST DESCRIPTION/SYMBOLOGY: Refer to Title Page € 171' N I I I j, W E PGE 5802 POA=269" 12"FGA S i SCALE TITLE NA BUILD PLANS PAGE NUMBER PROJECT NUMBER 2 100011965 PAGE 2 OF 12 .3, 145' : CONSTRUCTION NOTES: PGE 4643 POA=24'2" 1- ALL WORK AREAS TO BE RESTORED TO I., STRAIGHT THROUGH LIKE OR BETTER CONDITION. 2- ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES i 135' j 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY PGE POA=223''2"3TO CALL FOR LOCATES PRIOR • ; STRAIGHT THROUGH TO DIGGING WA COUNTYXITY OF CONTACTS: TIG. W BOUNDARY • age an r- ` Construction M • h GERALD ODEN 503-341-6060 95' - goden@wavebroadband.com PGE 12242 a. -- POA=24.0" Permit Tech- STRAIGHT THROUGH •. ,Q, _ _ . - T JON ANDERSON 503-692-6031 SW PINE ST 80• joanderson@wavebroadband.com PGE 5961 Gl- POA= 249' PGE 4500 SITE ADDRESS/SECTION: DEAD END PREVIOUS PAGE ANCHOR 13'WEST 10260 SW GREENBURG RD e ! • I PLACE XCLAMP 8'EAST OF POLE PORTLAND, OR STRAND ONLY SOUTH FROM XCLAMP TO ANCHOR Cn TAKE FOC NORTH FROM XCLAMP ,. DESCRIPTION/SYMBOLOGY: 108' -4 o Refer to Title Page PGE 4641 POA=24'8" < (V _- STRAIGHT THROUGH : f71 MAKE READY RAISE PGE SL 12" W E 144' • 5 SCALE TITLE NA BUILD PLANS PGE 4640 POA=24'2" DEAD END PAGE NUMBER PROJECT NUMBER ANCHOR 16'SOUTH 3 100011965 PAGE 30F 12 CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO PGE 4618 LIKE OR BETTER CONDITION. POA=22'2" DEAD END ANCHOR 17'NORTH PGE 3998 2- ALL OTHER UTILITIES ARE BASED Mt:, - POA=21'0" LOWER COMCAST 1? 36"FGA ON NORTH SIDE OF POLE OFF EXISTING LOCATES OR AND TAKE POSITION PLACE CROSS CLAMP 3'NORTH EAST OF POLE UTILITY STRUCTURES TAKE STRAND ONLY NORTH AND EAST FROM CROSS CLAMP FOR ANCHORING 141' TAKE FOC FROM CROSS CLAMP/FGA WEST 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES PRIOR TO DIGGING SW MAPLELEAF ST coo 138' 158' 115' PGE 3997 CONTACTS: 189' PGE 4000 PGE 3999 200' 150' POA=22'7" PGE 4680 POA=23'0" POA=22'0" DEAD END Construction Manager- PGE 4679 POA-22'0" STRAIGHT STRAIGHT THROUGH ANCHOR 16'EAST POA=22'8" STRAIGHT THROUGH GERALD ODEN 503-341-6060 1a EAR OLD POI F THROUGH LOWER FTR 12",CONSQIJDATE AND RETENTION DROPS goden@wavebroadband.com XFER IN PROGRESS LOWER COMCAST 12"AND NEED PERMISSION FROM TAKE POSrriON 183' Permit Tech- PGE TO ATTACH PRIOR TO PGECO CAST/FOTRALL JON ANDERSON 503-692-6031 NEED TO TRANSFER STILI �' joanderson@wavebroadband.com LU WA COUNTYXITY OF LU Q TIGARD ROW BOUNDARY Q Z SITE ADDRESS/SECTION: PGE 4644 _ u POA=25'0 ti 10260 SW GREENBURG RD N STRAIGHT PORTLAND, OR _ THROUGH • • c L "' IL DESCRIPTION/SYMBOLOGY: Refer to Title Page N 230' W E 5 SW OAK ST PGE 4616 SCALE TITLE POA=23'2": 18'•FGA NA BUILD PLANS » PAGE NUMBER PROJECT NUMBER 4 100011965 PAGE '4 OF 12 CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2- ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES 3- IT IS THE CONSTRUCTION w CONTRACTORS RESPONSIBILITY Uj> a TO CALL FOR LOCATES PRIOR a TO DIGGING F=- CmI t rmbelow Call e.i.�.ire co 3: CONTACTS: PGE 4555 � rn POA=21'7" Construction Manager- STRAIGH THROUGH GERALD ODEN 503-341-6060 }} LOWER FTR&COMCAST 12" 1 AND TAKE COMCAST POSVTrr"` goden@wavebroadband.com *�= - Permit Tech- SW MAPLELEAF ST JON ANDERSON 503-692-6031 194' U / 123' 117' 185' PGE 4678 joanderson@wavebroadband.com PGE 5985 PGE 5986 165' PGE 4501 198 PGE 3984 138' PGE 6601 150' POA=22'6" POA=18'10" POA= 10" PGE 377 POA=21'7" POA=23'11" STRAIGH STRAIGH STRAIGHT THROUGH 18"FGA 2" STRAIGH12" MAKE READY SITE ADDRESS/SECTION: 12"FGA 12"FGA THROUGH THROUGH 18"FGA MAKE READY DOWNWARD TO RAISER ARY A NEUTRAL 8 THROUGH LOWER COMCAST CLEAR POWER 10260 SW GREENBURG RD SECONDARY ATTACHMENT 18" 12"TAKE POSITION SEC AT MIDSPAN SHAPE AND TAPE SEC LOOPS PORTLAND, OR DESCRIPTION/SYMBOLOGY: Refer to Title Page N W E S SCALE TITLE NA BUILD PLANS PAGE NUMBER PROJECT NUMBER 5 100011965 PAGE '50F 1 2 CONSTRUCTION NOTES: �Q PGE 3982 1- ALL WORK AREAS TO BE RESTORED TO Z� POA=22'11 '&23'3" LIKE OR BETTER CONDITION. FALSE DOUBLE DEAD END ZiN ANCHOR 15'WEST&15'NORTH SW MAPLELEAF ST TAKE FOC SOUTH 2- ALL OTHER UTILITIES ARE BASED ` 174` PGE 3990 162 PGE 4647 OFF EXISTING LOCATES OR 177' PGE 3983 POA=23'2" POA=22'3" POA=23'4" STRAIGHT THROUGH UTILITY STRUCTURES STRAIGHT THROUGH STRAIGHT THROUGH MAKE READY MAKE R; MAKE READY LOWER COMCAST LOWER COMCASI LOWER COMCAST 12"TAKE POSITION 3- IT IS THE CONSTRUCTION - 12TAKE POSITION 12"TAKE POSITION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES PRIOR TO DIGGING saro.r. Calltma wry 185' CONTACTS: Construction Manager- GERALD ODEN 503-341-6060 goden@wavebroadband.com WASHINGT• PGE 6230 Permit Tech- JP` COUNT POA=23'10" STRAIGHT JON ANDERSON 503-692-6031 THROUGH joanderson@wavebroadband.com SITE ADDRESS/SECTION: 10260 SW GREENBURG RD PORTLAND, OR 235' PGE 382 POA=24'5"&24'9" DESCRIPTION/SYMBOLOGY: FALSE DOUBLE DEAD END ANCHOR 17'SOUTH&10'EAST TAKE FOC WEST Refer to Title Page MAKE READY SHAPE AND TAPE SEC LOOPS 16"UP TO NEUTRAL N SW OAK ST W E PGE 383 204' S POA=23'3" - STRAIGHT THROUGH C Z 00 SCALE TITLE 3 NA BUILD PLANS PAGE NUMBER PROJECT NUMBER 6 100011965 PAGE 6 OF 12 A - m �x CONSTRUCTION NOTES: = _` _ r• - 1- ALL WORK AREAS TO BE RESTORED TO _ LIKE OR BETTER CONDITION. 41 4' - - ALL OTHER UTILITIES ARE BASED w, ,• .> `�_ � 'r� .� OFF EXISTING LOCATES OR �. •� Ali— ,a Z: ;Z - ''� UTILITY STRUCTURES o �•_ E ., 3: :g ' ' 3- IT IS THE CONSTRUCTION o, E �� °" CONTRACTORS RESPONSIBILITY .� S •o TO CALL FOR LOCATES PRIOR • . ` • TO DIGGING � ( • 14wv,...h bebw. Uj a CONTACTS: Construction Manager- °° GERALD ODEN 503-341-6060 SET NEW 2X3 VAULT 2' BOP REFER TO PICTURE A N goden@wavebroadband.com 40' CL 40' Permit Tech- JON ANDERSON 503-692-6031 ,•,,,,,,, CITY OF TIGARD ROW BOUNDARY ••• • :••••. WA COUNTY ROW BOUNDARY • _ .......��:.• •�• a - w•c.. • ........... ..t •....... ..................................................................... joanderson@wavebroadband.com MP 4.25 e SW OAK ST SW OAK ST 60' 60' . .. ,.... •. ,.•• • SITE ADDRESS/SECTION' ...........• '... 210' PGE 384 .................. PGE 385 ........r WA COUNTY ROW BOUNDARY pGE 3918 142' POA=24'8' 10260 SW GREENBURG RD CITY OF TIGARD ROW BOUNDARY POA=25'9" POA=24'0" STRAIGHT PORTLAND, OR SET NEW 2X3 VAULT 1'BOP DEAD END STRAIGHT THROUGH THROUGH REFER TO PICTURE B 30'CL 40' ANCHOR 15'WEST DESCRIPTION/SYMBOLOGY: ATTACH A 2"RISER ON OWN S.O.B BORE/RECEIVING PIT A MINIMUM OF 5"OFF OF POLE TAKE FOC UNDERGROUND INSIDE Refer to Title Page r REFER TO PICTURE A (1)2"CONDUIT z' _ :: 0 z _. Z .o N �. : o. .m at m H DIRECTIONAL DRILL/INSTALL A 2"CONDUIT A J Q MIN OF 36"DEPTH ALONG SW OAK ST ANDA ' * J • J Q MIN OF 48"DEPTH CROSSING SW HALL BLVD 4 _ EXACT RUNNING LINE OF CONDUITIVAULT Z' LOCATIONS DEPENDENT ON EXISTING .-. '. UNDERGROUND UTILITIESMir .✓ fia s• t • ... SCALE TITLE U.1 "�•. NA BUILD PLANS PAGE NUMBER PROJECT NUMBER 100011965 PAGE 70F 12 b _ CONSTRUCTION NOTES: t 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. • + "` ''' ••••oma '"' ��` ;- Q 2- ALL OTHER UTILITIES ARE BASED "` - ••• z OFF EXISTING LOCATES OR :� •••.•' UTILITY STRUCTURES "x.•.� oo Cnn 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES PRIOR ROW TO DIGGING Vo. IL 33Call e...p.ie CONTACTS: Construction Manager- . . REFER To ©•.......$•". C PICTURE A GERALD ODEN 503-341-6060 ' ` 60 goden@wavebroadband.com ROW ,, . SW OAK ST r. Permit Tech- REFER To JON ANDERSON 503-692-6031 PICTURE a ••.•• joanderson@wavebroadband.corn ••••• SITE ADDRESS/SECTION: 51' •••'• • 10260 SW GREENBURG RD PLANTER STRIP ROW PORTLAND, OR SW OAK ST 40 Row DESCRIPTION/SYMBOLOGY: DIRECTIONAL DRILL/INSTALL A 2"CONDUIT Refer to Title Page A MIN OF 36"DEPTH ALONG SW OAK ST EXACT RUNNING LINE OF CONDUIT/VAULT - - LOCATIONS DEPENDENT ON EXISTING \ low. T N UNDERGROUND UTILITIES \ "' h F w E S ,►, _ SCALE TITLE NA BUILD PLANS PAGE NUMBER PROJECT NUMBER 8 100011965 } PAGE 80F 12 i AL • CONSTRUCTION NOTES: ! 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. �� •.• 2- ALL OTHER UTILITIES ARE BASED • r OFF EXISTING LOCATES OR - =K UTILITY STRUCTURES t 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES PRIOR TO DIGGING Call e.w..�r as LU CONTACTS: ~ Construction Manager- REFER TO PICTURE B SET NEW 2X3 VAULT w IN PLANTER STRIP GERALD ODEN 503-341-6060 REFER TO PICTURE A g goden@wavebroadband.com Q Permit Tech- co JON ANDERSON 503-692-6031 joanderson@wavebroadband.com ��///// ■////■ ■///////////////////■ ////■ ■//////////// //////■ f Imo//k ■////■ �r//■ 51' 31 PLANTERSTRIP SITE ADDRESS/SECTION: ROW SW OAK ST ROW 20' 10260 SW GREENBURG RD PORTLAND, OR DESCRIPTION/SYMBOLOGY: DIRECTIONAL DRILL/INSTALL A 2" CONDUIT Refer to Title Page A MIN OF 36"DEPTH ALONG SW OAK ST EXACT RUNNING LINE OF CONDUIT/VAULT i LOCATIONS DEPENDENT ON EXISTING UNDERGROUND UTILITIES .i ti N 'Y F w E own 5 SCALE TITLE NA BUILD PLANS PAGE NUMBER PROJECT NUMBER •••.• v 100011965 `.`••. PAGE 9 OF 12 , a A CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. J 2- ALL OTHER UTILITIES ARE BASED oA�P OFF EXISTING LOCATES OR UTILITY STRUCTURES - 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY ., TO CALL FOR LOCATES PRIOR TO DIGGING SET NEW 2X3 VAULT CAI IN PLANTER STRIP REFER TO PICTURE A CONTACTS: REFER TO PICTURE B Construction Manager- GERALD ODEN 503-341-6060 goden@wavebroadband.com • ■ L---J."we ■s Permit Tech- 50'PLANT RSTRIP 50' ao JON ANDERSON 503-692-6031 ROW SW OAK ST ROW ROW joanderson@wavebroadband.com SITE ADDRESS/SECTION: i 10260 SW GREENBURG RD PORTLAND, OR DIRECTIONAL DRILL/INSTALL A 2"CONDUIT A MIN OF 36"DEPTH ALONG SW OAK ST r;' DESCRIPTION/SYMBOLOGY: EXACT RUNNING LINE OF CONDUITNAULT y LOCATIONS DEPENDENT ON EXISTING Refer to Title Page UNDERGROUND UTILITIES �x N OF TIGAR W E S If' ifffffff� -�. ff SCALE TITLE ' NABUILD PLANS _ PAGE NUMBER PROJECT NUMBER .►r:- •f fes , 10 100011965 PAGE 0 OF 12j AL CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. IMP2- ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES 3- IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY SET NEW 2X3 VAULT V NORTH OF TO CALL FOR LOCATES PRIOR AND ADJACENT TO SIDEWALK REFER TO PICTURE B TO DIGGING REFER TO PICTURE A Cal�r■ .��a CONTACTS: Construction Manager- GERALD ODEN 503-341-6060 goden@wavebroadband.com •�� ■ •r■rr■aawr■■sr■■ ■.■r.r...r■r.r.r.....rrrrr■rr■ ■r■■■r■rr■■■■■■ ' r■rr Permit Tech- L so JON ANDERSON 503-692-6031 ROW 20; ROW joanderson@wavebroadband.corn SW OAK ST SITE ADDRESS/SECTION: DIRECTIONAL DRILL/INSTALL A 2" CONDUIT A MIN OF 36" DEPTH ALONG SW OAK ST 10260 SW GREENBURG RD EXACT RUNNING LINE OF CONDUITNAULT PORTLAND, OR LOCATIONS DEPENDENT ON EXISTING UNDERGROUND UTILITIES DESCRIPTION/SYMBOLOGY: Refer to Title Page N � y W E �A SCALE TITLE NA BUILD PLANS x PAGE NUMBER PROJECT NUMBER states , 100011965 #•• PAGE 1 OF 12 VAULT DIAGRAM/SPECS CONSTRUCTION NOTES: 1- ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. Galvanized Diamond Plate Door 2- ALL OTHER UTILITIES ARE BASED w/Locking Latch OFF EXISTING LOCATES OR Optional-Nansr;p Door UTILITY STRUCTURES ` Full 180' Open I'-6" Long Galvanized "C" Channel (I Each End) CONCRETE VAULTS: 3- IT IS THE CONSTRUCTION - I Dio. Lift Insert GROUND WIRE TO BE CLAMPED TO GROUND ROD USING GROUND CLAMPS AND CONTRACTORS RESPONSIBILITY (4 Places in Top) EXTENDED TO LOCATE TERMINAL STATION USING #10 ORANGE LOCATE WIRE TO 1-1-I-1-1-1-1 CENTER POST. RUN10 LOCATE WIRE FROM EACH CONDUIT IN VAULT TO TERMINAL. N TO CALL FOR LOCATES PRIOR • I!%'F'i=T -'T- TAG EACH LOCATE WIRE WITH DIRECTION IT LEAVES THE VAULT. (N.S.E.W) • TOP --1-1-1-1-1-I-1-1-1-I-I-/ 1 TO DIGGING _ i-1-1-I-1-1-1-1-I-1-1-I-1-1- 1-1- I-1-I-I-1-I-1-1-1-I-i-1-I-1-i-I 1-I 1-i-1-I-1-I-I-I-I-I-I-I-I-1-1-I-i-I- 6" No. 23-2436P -- 1--1-1-I-1-1-1-1-i-1-I-1-1-1-1-1-1-1- _ _1-1-1-I-1-I-1-1-1-1-1-1-1-1-1-1-I-1 CON bawe).0 dl4 1-1-1-1-1-1-1--rr1-r1-1-I-I-i- 450 ,r -I-I i�T�T�i'-i l-1 COMPACTED PL LOCATE�} ALTERNATE: 1--I-1-1-,- -�' `�' TERMINAL. 1 PLACE AG-3 AT CONTACTS: BACKFILL USE HAND-HELD SECURE TO VAULT GRADE STYLE COMPACTING WALL NEAR VAULT 4 5 LOCATE TERMINAL. Construction Manager- 2'-0" Long Golvonized "c" Charnel PLACE EQ12MNCH OPENING. 1 (SEE DETAIL) GERALD ODEN 503-341-6060 (1 Each Side) 2,_0" LIFTS. goden@wavebroadband.com �3-° •' Permit Tech BASE / - .�f \\//\\ .. ` ' \\\/\\ JON ANDERSON 503-692-6031 No. 233•B 3'-0" r/\/ u // / L joanderson@wavebroadband.com \/\PL\CABLE TAGS 2 LOCAnonls / /� SITE ADDRESS/SECTION: 10260 SW GREENBURG RD 18" > 18" Knockouts PORTLAND, OR (I Each End) / / 6" Dia. PROPOSED Sump S-8" AND OCONDUIT CA�EF / WIRE/\// Galvanized PuIJ/Lift Iron 2-8 \w\w\�\\\\\\\ \\ \\\\j\\j\\j\�� PL GROUND ROD \\ l / (1 Each Corner) L 12" x 12" Knockout i (2 Each Side) PL 6" IN, DEPTH INSTALL 3 INSTALL RODENT 1" Dia. Ground Rod Knockout OF CRUSHED ROCK DUCT PLUGS 1.7 BARRIER AS REQUIRED. SCALE TITLE NA VAULT DIAGRAM/SPECS PAGE NUMBER PROJECT NUMBER 12 100011965 PAGE120F 12 Page 78 2011 Edition Work on Shoulder Diagram 210 Diagram 210 covers stationary work with work or parked equipment on the shoulder. This diagram does not cover work on a freeway shoulder. See Diagram 710 for Freeway Shoulder work. 1. Vehicles should be parked as far off the roadway as practical. 2. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3— Lights and Lighted Signs for exceptions. 3. For added visibility, truck-mounted arrow boards or PCMS in caution mode may be used. 4. Arrow panels in caution mode are recommended for work on roads with posted speeds of 45 mph or greater and high traffic volumes, greater than 2000 average daily traffic (ADT). 5. Requirements for signing and devices are shown in Table 5-2, below. Table 5-2: Device and Signage Guidelines Proximity to Edge of Traveled Way More than 15 feet or behind Barrier or Less than 15 feet Guardrail One advance warning sign is Advance warning required and two signs are Work in Place signs, devices, and recommended. More than 1 Hour flashing warning Cone taper is required. Cones lights are optional. along the edge of traveled way are optional. Work in Place Advance warning signs and devices are optional. Less than 1 Hour Sign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs Buffer Speed A B C Space 20 50 25 100 100 100 75 30 100 35 40 350 350 350 125 150 45 180 50 500 500 500 210 55 250 Chapter 5 December 2011 2011 Edition Page 79 Work on Shoulder Diagram 210 I t (Optional) • Protection Vehicle • w/TMA(both Optional) See Chapter 4 • • Buffer • A- • • 4 • • A ROAD< WORK OR SHOULDER WORK �- AHEAD AHEAD Initial Warning Sign t *Use as appropriate-see Table 5-2 December 2011 Chapter 5 Page 76 2011 Edition 5.2 Shoulder Work Short Duration Road Work Diagram 200 Diagram 200 covers activity in the roadway of 15 minutes or less with vehicles parked on the shoulder. Typical work includes debris removal, tagging of survey markers, or marking utility lines. Work in the roadway coincides with gaps in the traffic so flow is not impeded. 1. Do not use this diagram if traffic must be controlled to gain safe access to the work space due to conditions such as high travel speeds or traffic volumes. Use the appropriate lane closure or mobile work zone layout. 2. Use truck-mounted flashing warning lights on work vehicles. See Section 4.3— Lights and Lighted Signs for exceptions. 3. For added visibility, truck-mounted arrow boards or PCMS in caution mode may be used. 4. The work vehicles should be parked as far off the travel lanes as practical. 5. If a ten-foot minimum travel lane can not be maintained or when opposing direction of traffic can not safely pass, use the appropriate lane closure diagrams such as Diagrams 310 through 350. 6. The initial warning sign should be used if the sight distance is less than 750 feet and traffic volumes are over 400 ADT. 7. A spotter may be used to warn workers of approaching traffic. This is especially appropriate when sight distances are limited or speeds are high. See Section 1.12—Spotter Performance and Training Guidelines for additional information. Chapter 5 December 2011 2011 Edition Page 77 Short Duration Road Work Diagram 200 1. ? Work Vehicle (Optional) ROAD �Ic 3 or more cones WORK may be placed •• �Ir AHEAD behind vehicle for added visibility Vehicle mounted (Optional) 1 mile maximum � ROAD WORK 1 1 AHEAD Initial Warning Sign (Optional-See Note 6) December 2011 Chapter 5 Page 80 2011 Edition 5.3 Two-Lane, Two-Way Roads Shoulder Work w/ Minor Road Encroachment Diag. 300 Use this detail for non-freeway work which extends into a travel lane and maintains a minimum 10 foot travel lane. If a minimum 10 foot travel lane can not be maintained, or when traffic can not safely pass by in both lanes simultaneously, use the appropriate lane closure diagrams—for example, Diagrams 310 through 350. A lane closure may be appropriate for conditions such as high traffic volumes, high speeds, and inadequate approach sight distance to the work space, or heavy equipment adjacent to the travel 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. Cones shall be placed along the entire length of the work space. If a protection vehicle is used and work is in place one hour or less, the taper and tangent devices may be omitted. 4. If the speed is 45 mph or higher, volumes exceed 2000 ADT, or there is limited sight distance, consider placing cones or tubular markers on centerline. 5. An arrow board in caution mode or truck-mounted PCMS with "SHOULDER WORK" or other appropriate message may be used for higher visibility. Sign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs Buffer Speed A B c Space 20 50 25 100 100 100 75 30 100 35 125 40 350 350 350 150 45 180 50 500 500 500 210 55 250 Chapter 5 December 2011 2011 Edition Page 81 Shoulder Work w/ Minor Road Encroachment Diag. 300 ROAD WORK • AHEAD • Initial Warning A • Sign • • (Optional) • M • Protection Vehicle w/TMA(both Optional) See Chapter 4 • Buffer 10' _ • minimum • L/3 • A ROAD NARROWS (Optional) B ROAD WORK AHEAD Initial Warning Sign December 2011 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 Stationary Lane Closure with Flagging Diagram 320 Y S �3ao c� W o u,8 U O 0) _CU w o 1 LL m 3 m¢O CL • a� c --------------- I • 0oa I I •• CL I I • >0 a I • tau IAVm1 t I m • oarn I m I I EE a_k I o I•• � � I m' :® I • I • to W I • I aE m Oog I•• • j M Og I w j I • LL �e W 0_ 0 I >am w¢N M m¢o 1 v d I � I Sign Spacing and Buffer Lengths(feet) J I t o c Posted Spacing Between Signs Buffer W p B. Speed A B c Space zz ¢ O 20 50 25 100 100 100 75 30 100 35 125 p Y 40 350 350 350 150 O O 45 180 3¢ 50 500 500 500 210 55 250 December 2011 Chapter 5 Page 118 2011 Edition Lane Closure at Intersection with Flagging Diagram 620 Diagram 620 covers work within an intersection when normal traffic control must be interrupted. Work vehicles may or may not be in the work space. 1. During flagging, traffic signals shall be turned off. Contact the road jurisdiction for approval and assistance (see Chapter 3). 2. For multi-lane facilities, traffic approaching the intersection shall be reduced to a single lane on each approach. See Chapter 3 for information on flagging through intersections. 3. There should be one flagger for each approach. One flagger may control two adjacent approaches if sight distance, low volumes on side roads, and flagger position allows for safe operation and clear direction to motorists. For low traffic volume intersections (fewer than 400 entering vehicles per day), one flagger may be used. 4. 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 may be expected. Sign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs Buffer Speed A B c Space 20 50 25 100 100 100 75 30 100 35 40 350 350 350 125 150 45 180 50 500 500 500 210 55 250 Chapter 5 December 2011 2011 Edition Page 119 Lane Closure at Intersection with Flagging Diagram 620 YAW RDAD AHEAD E UN v j t (Op•OO.q ROAD MEAD B BE PREPARED _ TO STOP I 11 B A f (Opnow 4 ONE URE RDAD loot Y•R PREPARED D BE MEM ROAD • TO STOP WORK AHEAD RK A B B C Buffer H H loot MWL+ C B B A ROAD B • . WORK PREPAR • IOOt M•K. AHEAD TO STOP 1 ONE UNE 1 ROAD • MEAD B BE PREP TD BroP B (ten EIANE 1 t ° C AHEAD i ANEAo December 2011 Chapter 5