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PFI2019-00352 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT 11111 COMMUNITY DEVELOPMENT Permit#: PFl2019-00352 Date Issued: 10/02/2019 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG918 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Section 2.0 Project Description: SEG918//SW 121st Ave/SW Ann St to SW 121st Ave/SW Carmen St. Fatbeam to place communication fiber optics via aerial and underground construction. Class of Work: FEES Description Date Amount Type 1 Utilities (gas, electric, data) PFI Permit Fee 10/02/2019 $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.qov to schedule inspections online. Contractor: PHONE: Applicant: JESSICA WOODS 2065 SW RIVERSTONE DR. SUITE 105 COEUR D'ALENE, ID PHONE: 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 See application Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00352 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 SEP 3 0 2019 11 PUBLIC WORKS ENGINEERING CITY OF TIGARD C LANNING/ENGINEERING TIGARD Public Facility Improvement (PFI) Kermit tY p TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® TYPE 1—Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Detailed description: Fatbeam to place communication fiber optics and/or utility agency. optics via aerial and underground construction ❑ TYPE 2—Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. Property address/location(s): Section 2.0- SW 121st Ave/SW Ann St • Driveway approach installation ( and/or repair to SW 121st Ave/SW Carmen St J L,c '14, • Sanitary sewer lateral installation and/or main line tap A licant: Fatbeam, LLC ❑ TYPE 3—Full scale Development ph Work performed with Land use Address: 2065 W Riverstone Dr., Suite 105 approval which includes any of City/state: Coeur d Alene, ID Zip: 83814 the following: Phone: 509-344-1008 Email: Jessica@fatbeam.com • Subdivisions or Partitions Contact name: Jessica Woods Phone: 602-390-6562 • Street widening • Mainline installation for Sanitary Contractor: North Sky Communications, LLC sewer, Storm sewer, Tigard water 208747 3/1/20 and/or Tigard Water Service Area CCB#: Expiration: Address: 11818 SE Mill Plain Blvd., Ste. 410 SUBMIT COMPLETED APPLICATION TO: City/state: Vancouver, WA Zip: 98684 City of Tigard Phone: 360-450-3287 Email: hbinkly@northskycomm.com Planning/Engineering 13125 SW Hall Blvd. Contact name: Alton Palmer Phone: 503-209-8644 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Bruce Hathaway only may be emailed to: Address: 2065 W Riverstone Dr., Suite 105 rowpermitsna tigard-or.gov City/state: Coeur d Alene, ID Zip: 83814 M1 Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: el 114'j'_0F c) L Contact name: Bruce Hathaway Application submittal fee(.07%of Engineer's Estimate) $ 306•oo Estimated value of work is required(if over$5,000):$38,522.00 Additional fees: $ (within the public right-of-way) Application accepted: dd By: i -- Date: 1—P-11 Is work related to a LAND-USE DECISION? ❑ Yes ® No Application reviewed: If so,please specify (MLP, SDR,SUB, etc.) case#: By: *7 Date: /0/2/20/9 Is work related to a BUILDING PERMIT? ❑ Yes ® No Applica t notified: If so,please specify(BUILDING PERMIT)case#: By: Date: I:\ENG\PermitApplications\pfi_application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as`Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * 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 owner's 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 subject property. • 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. (.f%o h- Jessica Woods 09/18/2019 Ap ant/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 TOR STAFF rSE ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL APPLICATION FEE REQUIREMENTS 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 for the following types of work: (Subdivisions/Partitions and Street Improvements) • 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 CI 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) CI 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 ❑ Engineer's Construction Estimate 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: 9 IV ,. �, Edge of Pavement 0 / �— Ditch --P1'Streetlight —•—•—•—•—•—•—r—•— I r _ 4 Drain Re f • 4y'': • al it i At Iu 7-1 ,r - - ,.,.,..m„. r 1=3 �•,'�.a�;1 I I t • I • ' T— rower i jSrrrS w-- � W. I • iiii i Existing House r- Existing 1 ,I >1 ' Driveway �Ic COI : ' 1 ' 1: P • I rl cf-' W Iof I I . d 1 • I Existing Shop I ` . J ` I -c Power ole 1 = d I — r, Ia 95' 1 —-—- • property Line I I I` I i IN 1 ( Fire Hydrant(F H) 1 1 I I Scale: 1"=30' 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 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 PHASE 2 TIGARD-TUALATIN SCHOOL DISTRICT FIBER PLACEMENT SHEET INDEX CONTACTS TIGARD, OR No. DESCRIPTION SHEET 5-START OF PHASE 2 PROJECT 1 COVER MATCH TO PHASE 1-SHEET 68 FATBEAM 2 STANDARD LEGEND BRUCE HATHAWAY 3 GENERAL NOTES AND TYPICAL SENIOR ENGINEER - �� -. '�' O-- TRENCH DETAILS 2065 W RIVERSTONE DR,SUITE 105 _ • •. 4 STANDARD DETAILS COEUR D'ALENE,ID 83814 nr • •, ., •'1• PH:208-758-7055 2,. \ • • ,' 5 START U.G.AT SW 121ST AVE AND SW ANN ST CELL:208-771-9204 - BRUCE@FATBEAM.COMi 6-38 U.G.AND AERIAL a _ SHANE STARVOS •n7 39-40 ALBERTARIDAR E.S. PROJECT MANAGER 6. _ PH:208-758-7022 . / , rr 40A-60 U.G.AND AERIAL CELL:208-626-3394 SHANE@FATBEAM.COM - - - 61-62 DEER CREEK E.S. LYON COUNTY SCHOOL DISTRICT •I..— 63-59 U.G.AND AERIAL ALAN MEDIEROS - IT DIRECTOR 'i. 4' 'j,S 60-61 THOMAS F.FOWLER M.S. PH:775-463-6800 ALBERTA RIDER E.S. - `'- II I 1 AMEDIEROS@LVONCSD.ORG '' \'. � 62-80 U.G.AND AERIAL JIM GLEASON '1 81-82 HAZELBROOK M.S. OPERATIONS 8 MAINTENANCE SUPERVISOR i Ir, _ ,1 - PH:775-463-6800 EXT 10242 _ -:, •- 83-90 U.G.AND AERIAL CELL:775-302-7007 DEER CREEK E.S. - 91-92 BUS BARN • ATCO COMMUNICATION SERVICES,LLC } =• , /mg SCOTT HAEGER j°� r a:+, ?•. • 93-117 U.G.AND AERIAL PROJECT MANAGER �y • �A' PH:360-563-9000 HAZELBROOK M.S. ...777000 a, •r`c4 ;G 118-119 TUALATIN E.S SCOTT.HAEGER@ATCOTELECOM.COM f 5 r ,•' "T-,- 4`•�' 1- - �` 120-121 U.G.AND AERIAL-CONNECT TO PHASE 1-SHEET 215 •t"'r •i . •.. BRIDGEPORT E.S. ATCO COMMUNICATION SERVICES,LLC ti..r t T- .. f 1 SUSAN LEWIS :r , �+� ' _ _ END OF PHASE 2-PROJECT 122-135 U.G.AND AERIAL SENIOR ENGINEER - % 136-138 BRIDGEPORT E.S.-END OF PROJECT PH:503-730-1919 BUS YARD ' r i. '.A g.Y I. ({ SUSAN.LEWIS@ATCOTELECOM.COM M. i • .-1 - ., A ,' / 1-_•"J — •, l NOTE: 'U.G:=UNDERGROUND TUALATIN E.S. "q 9' --- U -1•,.%,-' A�11 • 4J ' ` r1 '•t, "5891 AERIAL ROUTE —y- -*1 F` . ' --'-1—" . UNDERGROUND ROUTE MATCH TO PHASE 1-SHEET 215 MATCH TO PHASE 1-SHEET 206 VICINITY MAP NOT TO SCALE :• .CP 1WS DATA IS EXEMPT FRO1 /\ SEC 20N FIBER PLACEMENT DIAL 11 OR-TIG-C1268 • • •• DISCLOSURE SEC: 13,14 •e—.�•••® 2065 W RIVERSIDE DR, TO ORS 192 ANDS NOFATBEAM PUBUC RECORDS LAW T TSO BE ANT ,�/ DSNR" SLE TI GARD-TUALATI N S.D. 8 SHT SUITE 105 DISCLOSED EXCEPT IN 1CALL LOCATE 1 t•" COEUR D'ALENE,ID 83814 ai1BUC RE1 5 117W= FLDR: SL TIGARD, OR BEFORE YOU 192.410 THROUGH 192.505. DRWN: DP/LS/CS DIG OF 138 fQtbeQ�, SCALE:NONE DATE: 09-10-19 W co N 5 N C) 0 T— IF F. 0000100- I I ic <Tg 6 o ~ o row ; ; i ; CO iilogill I iii I Ig ' illi Jo 10111111881$ $ IAi 1 LII ; gilitll il I 0 Um ci 1— us z W Z e0 ■ •® ®Oen@no_ ¢ aon® OW ® AHae :; pe ® 2 0 J o Q Q E � i ; 1 : 11411 JTO ,!, § 1 ,91 reps i 1 36l ii 1 I a i 3 it 1 1 1 ! i iiii 1 1 I 1 i illi i wfx LT 0H I ;( 0 o FMQJ11 IIN 16 (n (n 0 O Z K dEZo3cJWigi. I W K O LL O OZW , , liiiii ! Z w J HAI Q I 11 iil 1 h co hc e 0 figrmigq oGiplilli gill ol5W5g!.. H g g --*2 o I i ii gi t p $is i � - fp � ' iii € i@Piiiii § ffiish'; .Ldo° F ; W Z m U-K W W W H- J Q N o 0 ! b lli • E F_ Pll li tE idii g ll C tb hp E c E Q i r n 4 G i 0 i e n e GENERAL NOTES REPLACE WITH 12' 12. 1 MIN. NATIVE TOPSOIL. RESTORE TO EXISTING 6' MIN. DEPTH OF 1' L CALL UTILITY LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING. CONDITIONS OR DIA. CRUSHED ROCK L THE EXISTENCE AND LOCATION W ANY UNDERGROUND UTILITY PIPES OR BETTER. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD I SPECTIIN AND A SEARCH OP TIE AVAILABLE CITY OR COUNTY RECORDS.SINTI CE E ACTUAL LOCATION ::`�' AND NATURE OF TIE UNIERfROIMD FACILITIES NAY BE SIEWHAT DIFFERENT FROM N MAINTAIN 95% THAT SHOWN,THE CDITRACTIR IS REWIRED TO VERIFY PRIER TO EXCAVATIIII MAINTAIN 95% COMPACTION OR 1-.."1. .;.i COMPACTION OR a THE RIGHT-OF-VAY SHOWN HAS NIT BEEN SURVEYED OP TIED RIGHT-OF-VAY GREATER & BACKFILLGREATER & BACKFILL ON LOCATIIS ASSUMED WITH REFERENCE TO INLDE DATA SOURCE MATERIAL I PER JURISDICTIONAL I CONTRACTOR TO VERY ALL RIGHTS-OP-VAY AND/OR EASEMENTS PRIER TO PER JURISDICTIONAL a STANDARDS AND a cwsTBICTDx STANDARDS AND w SPECIFICATIONS w 4. FOR UNDERGROUND ACTIVITY.TEST AND VENTILATE MAREMD.ITY VAULT SPECIFICATIONS q NHq PRIDE TO ENTRY,PLACE YARNING DEVICES AND WOM AREA PROTECTION AS R REQUIRED, AND REGULATIONS.EYE AND HEAD SAFETY PROTECTOR PER FEDERAL,STATE,AND PROPOSED PROPOSED 5. ALL EXCAVATION,TRU/CHING,MID SHORING IS TO ADHERE TO TIE GOIF-CE DUCT DUCT FEDERAL RFOLATQTNS(CFR)1926.650 SUBPART P o. PROVIDE ALL PITS WITH 1'4'SLOPE AT OE END OF EXCAVATION FIR TECHNICIAN INGRESS/EGRESS. 4' MIN. 4' MIN. BEDDING E EXCAVATED SPOILS ARE TO BE PC LESS THAN 24'FROM EDGE OF PIT WTRENCH BEDDING c. BARRICADE ALL IPEN PITS AND TRENLIDIG FOR PUBLIC SAFETY.ALL BARRICADES TYPICAL TRENCH 6 ST BE EQUIPPED AfITH FOR PITS GREATER THAN 4'FLASHING LICHTS DEPTH,USE NIGHTA VISIBILITY. AATTEILS ORING FOR WALL DETAIL TYPICAL TRENCH STABILITY. DETAIL 6. TRENCH COVER IS TO BE 36'MNNU AND FREE IF ROCKS,DEBRIS,AND CLODS UNIMPROVED AREAS GRAVEL STREETS TIE TRENCH MINIMUM OF 48'TO COVE IN CM MEDIUM EVELLCPED36.ARAS(ANY�DEVELOPED DANCCEE FROM THESE NTS NTS STANDARDS WILL BE SPECIFIED ON TIE PLANS), 7. ALL ASPHALT/COCCRETE AND LANDSCAPING REMOVED,DISTURBED,DR DAMAGED AS A RESULT OP CONSTRUCTION SHALL BE RESTORED TO CRIGNAL CONDITION OR BETTER SAWCUT EACH SIDE OF TRENCH IN ACCORDANCE WITH JURISDICTIOAL AGENCY STANDARDS AND SPECIFICATION. WIDTH OF TRENCH - SAWCUT 0. PE NA./GUIDED-BORDNG METHOD RECOMMENDED MEN BRIM REPLACE ASPHALT6' 12' 6' WIDTH CONCRETE PER 12' OR LESS 6' MIN. 9. ADHERE TO AIRTIGHT GUIDELINES UNLESS OTIERVISE NOTED JURISDICTIONAL GREATER THAN 12' 12' 10. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIOAL AGE/CY(SL STANDARDS ANDI MIN. SPECIFICATIONS. 3' MIN. IL AERIAL FACILITIES ARE TO BE TESTED PROM TO BEGINNING YORK PER STATE AND LOCAL REGULATE/M. mor///%/immo E. ALL WORK AREA PROTECTMNS FIR TRAFFIC CONTROL IS TO BE WITH APPROVED MAINTAIN 95% WARNING DEVICES AND PLACED PER STATE DWART/ENT OF TRANSPORTATION AND/OR COMPACTION OR PUBLIC WOKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.IF GREATER & BACKFILL REQUIRED,A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE REQUESTING PERMITTING AGENCY.PRIOR TO BEGINNING WOO(,PERMITTING AGENCIES MUST BE PER JURISDICTIONAL I NOTIFIED 48 HORS IN ADVANCE OF CONSTRUCTOR ACTIVITIES. STANDARDS AND IL WALKING EXISTING PEDESTRIAN CROSSVALKS AND MEAS SHALL MAINTAINEDEMAINTAINEDSPECIFICATIONS a PEDESTRIANAT ALL TIMES.AS NECESSARY,TEMPORARY CROSSWA(S AND WALKING AREAS SHALL BE PROVIDED AND NAINTADED PER STATE DWARTIENT OF TRANSPORTATIOR AND/ PUBLIC WORKS ENGIEERING DEPMRTMETIT STANDARDS AND SPECIFICATIONS. PROPOSED 14. THE FOLLONOTRE VG FTAGES AESTIMATES.FEMMES FEMMES TO BE VERIFIED PRIOR TO DUCT CIISTRUCTI)N. • 15. PLACE FIBER TAG AT EACH POE/VAULT LOCATION/SPLICE CASE 4' MIN. 16. BOND AND GROUND TO NEUTRAL AT EACH AVAILABLE LOCAT@L BEDDING TYPICAL TRENCH CONTRACTOR 1R HIS AGENTS SHALL NOT ENTER OR ENCROACH UPON PRIVATE DETAIL PROPERTY WITHOUT NOTIFYING TIE PROPERTY MINER A MINIMUM OF 72-HEIRS IN ADVANCE IF ENTRY.ROTES SHALL BE IN PERSON OR BY BIR HANGER IF INNER IS ASPHALT SURFACE NOT PRESENT AT IDE OF PHYSICAL VISIT.DOOR HANGER SHALL NOTIFY PROPERTY D IAPER OF TIE CONTRACTOR'S NAE,PRONE MINER,AND NATURE OF ENCROACH/ENT NTS AND WOK TO BE PERFORMED ;;.;5 US DATA IS EXEMPT FROM Ems.. FIBER PLACEMENT DIAL OR-TIG-C1268 ;•• .. DISCLOSURE FRTBEAMPUBUC RECORDS Lww�, E RNG: TIGARD-TUALATIN S.D. $�CALL LOCATE SHT • •• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE 3 •• • DSNR: SL .. SUITE 105 BSQOSER EXCEPT IN 11 • "' COEUR D'ALENE,ID 83814 ACCORDANCE C S 11€ D FLDR: SL TIGARD, OR BEFODRE YOU OF 138 fQtb�t " 192.410 THROUGH 192.505°BS 8052511 DRWN: CS ` ( ,, i SCALE:NONE DATE 09-10-19 `x147tG RAK TYPICAL DETAIL SMALL VAULT SMALL VAULT 24X36X24 ASSEMBLYTYPICAL DETAIL LARGE VAULT 4 TER 22 33,750 LB LOAD RATING LARGE VAULT 30X480( ASSEMBLY TIER 22 33,750 LB LOAD RATINGATING • .I 'O 48" MIN. DEPTH —\ TO TOP OF PIPE KF,LL-„ „ ,I 4 " 7// .YFILL—COYPA D•Mt I +I NN.,,,, i„,,, , 1 ��I I1 gla _.___-110^f DICT I I� I S !� NK'ti 1 E I —+TBER CABLE GUY HOOK BOLTED CONNECTORS "UTIUTY VAULT" DEAD END GUY GRP lr�� 1— 10COL CABLE IN EACH PULLBOX rt � I 24•DEPTH OF VAULT GUY STRAND T �!?LE CLAs1' a 'MIN. [ —CONDUIT AS SPECFIED ABLE II 12•MAX. 1-t1-0-11 1t-III ii. n t�llll�; ,i-j E.-1�;Il-I�t„�t„�t;,�..,.I �II_ _ _ 48. MIN. , 1-_�-„ i 'C� 45'-60' UNLESS /,� _ NOTED OTHERWISE TYPICAL DETAIL CONDOR/ Ak win.' 48• SWEEP DISTANCE FROM VAULT TO POLE DEAD END DOWNGUY SHALL BE EQUAL OR GREATER TRIPLE EYE ANCHOR ROD THAN BURIED DEPTH OF THE POLE 1 TYPICAL DETAIL f AERIAL/UNDERGROUND TRANSITION ANCHOR ;;. NIS DATA Is EXEMPT FROY TWN: FIBER PLACEMENT DIAL OR-TIG-C1268 ••••• • FATBEAM DISCLOSURE UNDER DE OREGON SEC: .:::•• •••• LAW PURSUANT R"GTIGARD-TUALATIN S.D. 811 SHT 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE CALL LOCATE ..s.....;:•• SUITE 105 asac EXCEPT w DSFLDR: R: SL TIGARD OR BEFORE YOU _ COEUR D'AIENE,ID 83814 ACCORDANCE WITH��� FLDSL fat w w rn �O R CIMRSIRCUG u92 DRS DRWN: 09-10-DP/LS/CS V`+[ ' 192.410 1HROU(#1 192505. SCALE:NONE DIG OF 1 38 \r M DATE: 09-10-19 MATCH TO SHT 68 Q POLE RISER FATBEAM TO PLACE PHASE 1 DETAIL 2' RISER ON #PGE4429 EXISTING BRACKETS CS I RISER UP POLE FB 2' ON EXISTING — �� 3 - 3' BRACKET I SW ANN ST _ '`'--2- 4' 14+13 1#-A 5' NOTE: SEE SHEET 68,PHASE 1 FOR AERIAL -' CONNECTION J/!L � FATBEAM BORE(1)2 SDR11 I o PUCE FOC 144 12125 1413 i'I a, 54' R/W ;'I a 24' 21, I 12105 pe 5' TI BEGINS I3+48/ I:3' R/W I o / 15''x-,„if 3' r o W ' '' a 3 iii; I 12070 / POP 0 I I E/p 40' RAJ 32' 16' 13411 i S _� —SSW ANN PL ` e •--------------- ---______ __d ll � I -.. _._-- EOP R1W E/P 12±j7 �__� \ MATCH TO SHT 6 I (-______________ --_______ FIBER PLACEMENT DIAL OR-TIG-C1268 • •• THIS DATA IS EXEMPT FROM TWN: 2S •,• ••• DISCLOSURE IN SEC:1,2,12,13,24,25,26,35 •• •• FATBEAM PUBLIC RECORDS LAW PURSUANT RNG: 1W 811 ...,.-...• • 2065 W RIVERSIDE DR, TO ORS 192 AND IS NOT TO BE 1N/ DSNR SL TIGARD-TUALATI N S.D. SHT ��5S.��•;; SUITE 105 DISCLOSED EXCEPT N 1 CALL LOCATE 5 rr .�t•• COEUR D'ALENE,ID 83814 ACCORDANCE MTH 1HE OREGON o 10 zo FLDR: SL TIGARD, OR BEFORE YOU fatbecar 1924011 )Qi 192.505. DATE: 09-10-DP/LS9 DIG OF 138 SCALE 1"=20' DATE: 09-10-19 16' MATCH TO SHT 5 EOP I R/W. -E/P 12+n , , e 12100 i ,, 12+06 I 'Ii n 12330 11+n i Ei niH , 45' FAIBEA1A BORE(1)2`SOR11 ` 55' R/W PUCE FOC 144 �'' 1413' , 24 c 21' i e I 3' R/W ©�' fali i , 12345 _ 5' o I a I i i ,.! 11442z / I I r 1 s MATCHTOSHT7 I THS DATA IS DONT FROM /\• '�" 25 FIBER PLACEMENT D IAL OR—TIG—C1268 UNDER 1HESEC:1,2,12,13,24,25,26,35 2065WRIVERSIDEDR, TUDORS DISCLOSURE811 "TO SNI RNG: 1W TIGARD-TUALATIN S.D. SHT `{.��:• SUITE 105 DISCLOSED EXCEPT N DSNR: SL CALL LOCATE l(�• • COEUR D'ALENE,ID 83814 AOANCE TAN 0 o zo FLDR: SL TIGARD, OR BEFORE YOU atbe^r n 192401HCUGH 192.505. DRWN: DP/LS/CS 138 `N��s.Ogle 0 SCALE:1"=20' DATE: 09-10-19 DIG OF °` MATCH TO SHT 6 1 I I j ` i 10+87 I ' 11 12370 ®0 o g 6'STUB Ip 45' alet 60' 8/1///24' 21' ___________________1 3' R/W 1 6.5' ,j5,10+15 a I-- 12385 N FATBEAM BORE(1)2'SDR11 ,,. f e PLACE FOC 144 ` 1413' 9+96 I 211 �f 0 Izi 9+57 Io 0 12400 t ©4i FENCE ENDS 9+38 1 1 MATCH TO SHT 8 ! t • SEC 23 FIBER PLACEMENT DIAL OR-TIG-C1268 ••� DISCLOSURE UNDER 1HE /\ $EC:1,2,12,13,24,26,26,35 •�••�••• 2065 W RIVERSIDE DR,AM TO OARS RECORDSD IISwNO� 1NI RNG: 1W TIGARD-TUALATI N S.D. 8 SHT ... • 1 DSNR: SL CALL LOCATE ���� SUITE 105 DISCLOSED EXCEPT N ?•:: COEUR D'ALENE,ID 83814 C )€RGI 0 10 zo FLDR: SL TIGARD, OR fatbeam DRWN: DP/LS/CS BEFORE YOU 138 192410 THROUGH 192505. DIG O F SCALE:1"=20' DATE: 09-10-19 o I MATCH TO SHT 8 I I 12435 ri I 60' R/W i; Cal 45' i FATBEA,I BORE(1)2.SOR11 I PLACE FOC 144 3 1413' u, i EI 3 12065 FENCE STARTS€rs 8 .i 24' 21' i ! 0 o I o t 6.s' IR s' 12475 ,F ® ,. SW WALNUT 5T 1*et' 1 (6/ _- ____.------- __. Eov 30' MATCH TO SHT 9 _ • _� TEN: 2S FIBER PLACEMENT DIAL �• •• NS DATA IS EXIPT FROM \ $ OR-TIG-C1268 • •• •••• DISCLOSURE UNDER 1HE CREGCN FATBEAM MEM SEC:1,2,72,13,24,25,26,36 • 2065WRIVERSIDEDR, CORDS BLA IN/ RNG: 1W TIGARD-TUALATIN S.D. SHT ••:. • DSNR: SL CALL LOCATE a:;, SUITE 105 � T�+ 1 TIGARD, OR BEFORE YOU COEUR D'ALENE,ID 83814 ACCORDANCE RN Tf£CRUM o 10 20 FLDR: SL �• PUBUC RECORDS LAW,ORS DRWN: DP/LS/CS JfottDeorr 192410 THROUGH 192505. SCALE:1"=20' DATE: 09-10-19 DIG OF 138 �Ir I MATCH TO SHT 11 - ' 1 E0p 30' `\ i F ' ,63' 60' R/W�W Wp�N 33' ....._ I i , e,,,, i _ ..,.71 , to 1 \' alw o t t FATBEAM BORE(1)2"SDR11 Qi W I + 12070 PUCE FOC 144 3,1 w 3 12020 1413' v j a t RETAINING VALL ENDS 6+81�,10' 1 IR/W 12525 itt ,6+58as' 59 ' R/W 24, 21' 6+28 ODI o 12540 Gua! \ \ , e MATCH TO SHT 10 •;•• f HIS DATA IS EXEMPT FROM /\ SEC:.1,2,2S 3,24,25,26,35 FIBER PLACEMENT DIAL OR-TIG-C1268 ••• •0 '� FATBEAM R1BUC CODISILOSURE RDS U PURSUANDER 1HE NT ,NI RNG: 1W TIGARD-TUALATIN S.D. 81 � SHT ..,,N•f 2065 W RIVERSIDE DR, TO ORS 192.AND IS NOT TO BE �� DSNR: SL CALL LOCATE 9 Vit,� . SUITE 105 �EXCEPT M VA.' COEUR D'ALENE,ID 83814 ACCCRDANCE VAN TM:OREGON 0 10 20 FLDR: SL TIGARD, OR BEFORE YOU l(� _ 1924 TM2IXK#1 192505.C RECCIRDS MI'MS eiTi51 DAWN: 09-10-19DP/LS/CS DIG OF 138 hV1ei►ea SCALE:1"=20' DATE: --- MATCH TO SHT 9 `' I I Nj ETA VALL STARTS 5+81 W o 5+78 1L1 \ , I c L---- 5+59 I i i i i FA1BEAM BORE(1)2 SOR11I PLACE FOC 144 1413' S a e G l ti lie 5+16 2GO 5+03I 45' IR RI 59' R/W 24• 21' 10' R/W I ! till s• e3 e \2g I c 4+37 y �— U MATCH TO SHT 11 ••�• : ••• TNIS DATA IS EXFIAPT FRpI /\ TWN: 2S OR-TIG-C1268 SEC:1,2,12,13,24,25,26,35 FIBER PLACEMENT DIAL •• FATBEAM RECORDS u DISCLOSURE UNDER RIR�µT RNG: 1 W • •••• 2065W RIVERSIDE DR. To ORS 192,AND IS NOT TO BE 1N/ TIGARD-TUALATIN S.D. SHT 10 {•••�• SUITE 105 DISCLOSED EXCEPT M DSNR: SL CALL LOCATE l(d t��'• � COEUR D'ALENE,ID 83814 A ANCE INN me OREGON 0 10 zo FLDR: SL TIGARD, OR BEFORE YOU fotbe \m 1P`�'O> U2505 DATE: 09- 0-195 DIG OF 138 1� Vii•� SCALE:1"=20' 4+37 _ MATCH TO SHT 10 o I 11 I I 3 $ I W 4+18 I I t 45' 3 1 i i i � Z 24' 21' FATBEAM BORE(1)2"SDR11 I PUCE FOC 144 1413' e IG 1 i CI i a I tua i i i 69' R/W 'y 3 I W 7' R/W i 7' illis' W O i I i R/W i R i \ 1 , I _--------- Cil i i 14' — -----I _—TIPPITT PUCE i 1 51' R/W 28' 1 I I 14' MATCH TO SHT 12 o • THS DATA 2 EXEMPT FROM '�" 2S FIBER PLACEMENT DIAL 22R-TIG-C1268 • SEC:1,2,12,13,24,25,26,35 _ FATBEAM 2065WRVERSIDEDR, 1HE OREGON PUBLIC M CRS SDISCLOSURE UFSA �N, RNt;: 1W TIGARD-TUALATIN S.D. SHT 811 ••• • DSNR: SL .t••• SUITE 105 DISCLOSED EXCEPT M 1 CALL LOCATE ��"' COEUR D'ALENE,ID 83814 ACCORDANCE WITH 0 10 WI/ FLDR: SL TIGARD, OR 11 ' PUBuc LAW.aRS BEFORE YOU Qty, f'Yl 192410 MUCH 192.505. DRWN: DP/LS/CS 138 ` SCALE:1"=20' DATE 09-10-19 DIG OF I 11 14' MATCH TO SHT 11 '7:7.7.--"--- TIPPITT PLACE 51' R/W �28'� y i EOP ---------FSA Art RN,----- I 'N.) I:21 r 24'----'Ii 1 W \ E2a- FATBEAIA BORE(1)2'SDR11 i PLACE FOC 144 i 1413' ± > , i a t F e v, a a Ii. NI\ 13' R/W e \ , 1II 59' R/W i 1 i 21' CI 24' N? i i 1+68 • I i � 1 1 0 i W W 1+38 1i I 3 i 3 3 � e t 1 I c i i i I i MATCH TO SHT 12A • T`^": 23 FIBER PLACEMENT DIAL • •�•• NIS DATA IS EXEMPT FROM \ OR-TIG-C1268 "'•s® FATBEAM 2065 W RIVERSIDE DR, TDISCLOSURE UNDER IHE CREGON O OARSRECORDS LAW" ' 1N/ RNGSEC:'21W3.2a.25,26,35 TIGARD-TUALATIN S.D. 811 SHT ^/ s•je�• 19Z A140 IS NOT TO 1 L '� .: SUITE 105 DISCLOSED EXCEPT M 1 DSNR SL CALL LOCATE ti�t:" COEUR D'ALENE,ID 83814 ACCORDANCE MTH o 0 20 FLDR: SL TIGARD, OR BEFORE YOU 1924 0 THROIK#1 92505. DRWN: DP/LS/CS Ffotr� SCALE:1"=20' DATE: 09-10-19 DAG OF 138 MATCH TO SHT 12 2 w 1 14' _ _ - ._SW CARMEN ST- 13' R/W ' _ —28' 50' R/W—� 14' FATBEAM BORE(1)Y SDR11 r PUCE FOC 144 / 1413' 0+37 1 I 1 24, � II . 52' R/W FATBEAM PLACE 24X36 MM I 9. 3. 15' i;a�'J. 5, 20+000 'rte 10' FATBEAM BORE(1)2'SDR11 > PUCE FOC 144 5' POLE RISER DETAIL MPGE2145 y I RISER DOWN POLE FATBEAM TO PLACE 2' RISER 2 1 0 ... \ ON STAND OFF BRACKETS \ \MATCH TO SHT 13 • •• TMS DATA ISE)mAPTFROM �� TW" 2S FIBER PLACEMENT DIAL �� OR-TIGC1268 • •� SEC:1,2,12,13,24,25,26,35 :'• : 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 September 2016 2011 Edition Page 85 N Stationary Lane Closure with Flagging Diagram 320 N i C a 3 Q 0 . 0 c zoo a) O. WOW _�\_ V Oo p ci) / \ 0. I co ro CO ) ,/ " 1 t 3 CC o , _'_ I F— a Q ies r,. c . co 2 U O V 1. JL •• >0 a o� • ooV mA 1 t 4)gSi r co ® .- 15 cf) £ CI_. 3 i .f d. • 0 . 0 ® PI •. to 0 E . .Zi • u- o ti.' I.. • ,4$1111• (I)>v \ e a:-J Y •Rw Q a ofd i rm/� CO 17, W¢ c 1tr�— Q CO a0 --- V— 1 m Sign Spacing and Buffer Lengths ffeett $ tV \ Posted Spacing Between Signs "Buffer" - ZC Speed A B C Space 0 5 2 2\ O 20 50 V0 Z Q ti. 100 100 100 75 "0 30 100 ( 35 125 350 350 350 40 150 0 Q 0 45 180 0 0 50 500 500 500 210 A R < i / 55 250 60 285 - 65 700 700 700 325 70 365 September 2016 Chapter 5