Loading...
PFI2021-00451 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENJ C ) 1 fl . Request for Permit Action T I G A R I) 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or.gov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPertnits@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor (City Staff Check(I)one REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): Dr CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). Permit#: ?FL Zazl- O045 Site Address or Parcel#: ( 0 OSB S'-v (giCn '(,L f'✓J Project Name: WO 754s(L/ Subdivision Name: n /" Lot#: 11 ("— EXPLANATION: PI) LjG..-f ;,,jr,rle Crde.Y Signature: �t,tit,ti"""7 Date: /?/Z7/ZdZ,2_ Print Name: T- -I t (8 ri c./c4--ti Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. FOR OFFICE USE ONLY Route to Sys Admin: Date 1 t-11 V By Route to Records: Date By Refund Processed: Date By Invoice Processed: Date By Permit Canceled: Date 11\2\2Z By ) Parcel Tag Added: Date By I:\Budding\Forms\RegPemitAction_1 51 .doc City of Tigard J �...,1 PFI#: PFI2021-00451 IIIENGINEERING DEPARTMENT TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION W0905614 TYPE OF WORK Project name: 6 TYPE 1—Franchise Utility Work Brief description of project: ZIPLY FIBER PROPOSES TO ACCESS Performed by NWN,PGE, or utility acl. MULTIPLE MH'S TO RAISE LIDS.MH 2 NEED TO CUT ASPHALT TO I$ TYPE 2—ROW Sidewalk/Driveway/Sewer REACH,THEN RAISE LID.MH 12 COULD BE IN EITHER TWO PLACES- Work performed for the purpose of NEED TO LOCATE. • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): 10855 SW CASCADE AVE TIGARD OR main line tap ❑ TYPE 3—Full Scale Development Work performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: ZIPLY FIBER • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 6074 N DISCOVERY WAY STE 125 water service area City/State: BOISE ID Zip: 83713 0 TYPE 4—Small Cell Technology Phone: 208-576-4031 ❑ TYPE 5—Tigard Triangle Email: Permitting@mountainitd.com Phone: NOTE: Type 1 and 2 applications may be Contact name: AN NA KARASEVA emailed to rowpermitsnn,tigard-or.gov. Phone: Email: CONTRACTOR INFORMATION 0 Same as applicant Name: NORTHSKY COMM.ALTON PALMER CCB Number: 208747 Mailing address: 11818 SE MILL PLAIN BLVD STE 410 City/State: VANCOUVER WA Zip: 98684 Phone: 503-647-9991 Email: awpalmer@northskycomm.com ENGINEER INFORMATION Name: RUSSELL WELLS Mailing address: 4155 SW CEDAR HILLS BLVD City/State: BEAVERTON OR zip: 97005 Phone: 503-643-1001 Email: russell.wells@ziply.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 1,000 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes G(No Case number: 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 15.04.140. * 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 axe 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 vvvicaCctrai4eVet, ANNAKARASEVA 12/20/2021 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF LSE ONLY Case No: PFI2021-00451 Permit fee: 3V-\.,4V) Received by: HPollard Date: 12/20/21 Approved by: 7/ 7/ /3 Date: See'.eV Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3: DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? 0 Yes ❑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): 0 Small Cell ❑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: 0 Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details O Traffic Sight Distance O 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) O Traffic Report O Storm water Drainage Calculations ❑ Geotechnical Report O Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 Edge of Pavement \ Ditch ,� I �Streetlight — —• •—•—•—• --- ti:,Drain . •rt .,.. ® i I I 1 T—Tr rirmWreSe�Iv3erriiWC 4.rti n Existing House r- i �; 1 Existing al I Lr Driveway I 3r I _ a oI of r 1 ln, mI aI I e rl o.Iv I t m � I Q. 1 o i I 1 Existing Shop Powerpole i o l a 1 a 95' 1 iI properly Line— Il / I Fire Hydrant(FH) I TI 1 Scale: t"=30' I I i I I I I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if lint applical)lc) 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 P1. r 'y6[+ Bakery Out et 71g.. `° ,a ' 6- -17 Y e ���.�,'i 1 t t ' r h, it 34.17i i r ywK .. .. w +► S •III Air 1 •±9 ?•nyl o ±r C.rgg._ Mtge.... a, . �,".^ , p' .,RAISE MH 14 . -- y >. w °'` b. r1^ �r QV— t " e^± T .ci,ng . Comto. ',. «,9 LI a H ht�r3t ctarr, E � ,A t °a rl„it" .r - 4a� .. e •J r EMH13 fie; ' �. . Va : " `' - 1,-.' "�' I9 ' III, I ♦ "Y t .. / 11' •; ! ! " 1 .y ' •W. •, ' * j ,fly x f ,. • tiL .. 77; - ^I:"... 'AS�-hCr('. ,rk t }a� ' 4• .1 i t * l , 'e' •' Cpndpn '5 ' !a{ e y �,�! ;r,ys.. xz • P C` .. • _ t ± # a ,- aryl•partment''` .. 4 4- a« ' _ `;rt tp w LOCATE MH 12 • ; Go New s r « _. TO CONFIRM i •♦ LOCATE MH 12 : ' ' CORRECT PATH .... u�'. !I'"..4 'TO CONFIRM _404 ,, , , & LIFT LID. • e CORRECT PATH P, '_ iii • • i& LIFT LID T; s( J# sw " . _'Dotingr ... o. 'ilirt 1 ^ "� CUT OPEN MH 2 . 4 k . - , ,r .. .t poi . TO RAISE LID. Ot 1 's 'g *' 41, `. . 9',jig' •SW Greentlurg 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 Stationary Lane Closure with Flagging Diagram 320 ec al C ccc, L 6 ty�tl z 0 o�s¢2 a Oa\z¢ ` .05 rn m CO / CO a 1 t 0 • I- • W T • 30 Tr �-R 1 • o o t t gc7 ;hl 1 sad mtt 40, 1 3 C • A m 1 ilk gfa. yI I •' IIN. I! ••• • t�o cm_ I ' IICIIIV I < w iii a Y 1 tY. l \wo m Sign Spacing and Buffer Lengths(feet) ` Posted Spacing Between Signs "Buffer" �Q C Speed a B C Space \'� / g Q L o 20 50 25 100 100 100 75 �O 0 30 100 350 350 350 40 150 pp ¢0 65 180 o¢G ` 50 500 500 500 210 55 250 60 285 65 700 700 700 325 70 365 September 2016 Chapter 5 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 Sparing Between Signs "Buffer" Speed A B C Space 20 50 25 100 100 100 75 30 100 40 125 350 350 350 150 45 180 50 500 500 500 210 55 250 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 ROAD WORK AHEAD 1 B 1 y1t LANE 1 4k I AN 1 \ CLOSED AHEAD A 11 p 1 • LJ2 1 ;1 • • 1 :Buffer V Protection Vehicle w/TMA(both Optional) See Chapter 4 0ne o_ 111 W Buffer • • L/2 1 • .„_ • 1/2 • 1 A • Y 1 1 1,41 yt B ROADS, 1 Y 1 - WORK ............ AHEAD September 2016 Chapter 5