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PFI2019-00065 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT I COMMUNITY DEVELOPMENT Permit#: PFI2019-00065 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/05/2019 Parcel: SEG301 Jurisdiction: Site address: Subdivision: Lot: Project: NW Natural WR#3563841 and 3563839 Project Description: SEG301, associated with 8910#B and 9010#A SW Oak Street. Install(2)long side svc; main is on the 8'in ROW under asphalt. (2)-4'x5'hard surface cut//WR#3563841 and 3563839 Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: AISHA RIVERS 220 NW 2ND AVE PORTLAND, OR 97209 PHONE: 503-226-4211 Total $0.00 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 ( Ap P��1iV (�j]--u_6 1 l Signature: {/ Issued By: 4114°14/4 _ Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00065 Type: Condition Name: Status: Severi : RECEIVED City of Tigard a PUBLIC WORKS — ENGINEERING FEB 2 5 2019 GITY OF TIGARD Public FacilityIm rovement PFI) 1GINEERING TIGARD• TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) 2/TYPE 1-Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Detailed description: Install (2) long side svc; main is on the 8' in and/or utility agency. ROW under asphalt. (2)-4'x5' hard suface cut//WR#3563841 & 3563839 ❑ TYPE 2-Sidewall:/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation 8910 #B & 9010 #A SW Oak St Property address/location(s): `` and/or repair SL s�S L) • Sanitary sewer lateral installation and/or main line tap NW Natural ❑ TYPE 3-Full scale Development Applicant: Work performed with Land use Address: 220 NW 2nd Ave approval which includes any of City/state: Portland, OR Zip: 97209 the following: Phone:503-226-4211 Email: nwnpermits@nwnatural.com • Subdivisions or Partitions Ai Rivers 503-226-4211 x4428 • Street widening Contact name: Phone: • Mainline installation for Sanitary Contractor: Loy Clark sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: 52281 Expiration: Address: PO Box 1369 SUBMIT COMPLETED APPLICATION TO: City/state: Tualatin, OR Zip: 97062 City of Tigard 9 71-8 0 6-2 8 41 Planning/Engineering Phone: Emalade.leedy@loyclark.com ade.leedy@loyclark.com 13125 SW Hall Blvd. Contact name: Jade Leedy Phone: Tigard,OR 97223 Applications for"minor work in right-of-way" Rich Girard only may be emailed to: Engineer: rowpermits@tigard-or.gov Address: 220 NW 2nd Ave City/state: Portland, Or Zip: 97209 Phone:36-921-0314 Email: r2g@nwnatural.cora Case No.: PE-1-2-0II-0006& Contact name: Application submittal fee(.007%of Engineer's Estimate) $ Estimated value of work is required(if over$5,000):$ Additional fees: $ (within the public right-of-way) Application accepted: By: L. Date: 2.-21-11 G Is work related to a LAND-USE DECISION? ❑ Yes ❑ No If so,please specify (MLP,SDR,SUB, etc.) case #: Applicati11on reviewed: 4 a By: h.1'ef1} Date: 3` " i Is work related to a BUILDING PERMIT? ❑ Yes ❑ No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: -k Date: 3-S`-1 1 I:\ENG\PermitApplications\pfi_application Rev.10/16/2017 04,4 sr 1s el 6 dec-reet_ .. . 11-0, (9t-t. ty 4t.A-e. q-ornv, - 5!oyy".... t(,L eV a MLS r /s At 1.014 fd . 4. cA)e t-tL IiM tX>Uw S 4ir 1 Ge aq City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov •1503-718-2421 • Page 1 of4 yh'%L G/L.t__- +.•-/-t,o et_ pP.../..4 4,A,,,t.04 t- /Ai jq ft- C t L 14�-4 J`.t.E.A.t.J 0-‘2,-14444-k 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. as nwnatural.com P@ 044[30190QK1S�ISI d^' 14111t'00 NW Natural/Aisha Rivers 2/25/19 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 ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of DEVELOPMENT ENGINEERING FEES FOR STAFF t;S 1 O N Ll Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL REQUIREMENTS APPLICATION FEE Part 1: Required submittal fee$300.00 (minimum) FRANCHISE UTILITY AND SIDEWALK/ DRIVEWAY AND UTILITY PERMIT FEE CONNECTIONS,ETC. Part 2: All non-water system improvements (work in the right of way) Engineer's estimate X 5%(less$300.00 minimum submittal fee) Sketch (including information below) Engineer's estimate X 2%Plan Review ❑ Dimensions WATER SYSTEM FEE ❑ Street Name Part 3: All public water system improvements ❑ Site Address Engineer's estimate X 12% FULL SCALE DEVELOPMENT PFI Permit Fee Exemptions: (Subdivisions/Partitions and Street Improvements) There will be no permit fee charged,or assurance required for the following types of work: Design Plans • Sidewalk repair(less than 20 lineal feet) (6 sets,24x36 or 22x34) • Relocate or replace mailbox ❑ Cover—Site,Vicinity,Abbreviation,Legend • Ditch cleaning that does not involve regrading. ❑ General Notes(City,Water,Sewer,etc.) • Weep hole repair ❑ Street(Plan,Profile) • Curb repair or replacement(less than 20 lineal feet) ❑ Water,Storm and Sanitary(Plan Profile) • Lawn sprinkler system installation or repair ❑ Water Quality Facilities • Street tree pruning or planting ❑ Grading • Planter strip landscape maintenance ❑ Landscaping/Tree Plan • Test wells ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm,Sanitary,Water,Signage,Street Lights,etc) ❑ Details Note: A cash/bond assurance may be ❑ Traffic Sight Distance required per TMC 15.04.140. ❑ Signing and Striping (customer deposit) ❑ Street Light Plan and Photometric LI 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 ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of SAMPLE SKETCH: CT) w - NI— sit Edge of Pavement '4111 — Ditch —1111' :PI\Streetlight . ;—•---------•--,-r-•- • 7.Drain 1 ~�� jI,I I �i p _i0 1 I • I ' T— Vropposrd''Sov erTi'ne" I I hk, I 1 I rl . .0 ail House �: I Existing I '1-1 • Driveway i- 3' I a1 (l C h l• 1 ' . 21 ii I rl � I t ' fi , 11 I a. A I 61 . . Existing Shop I g . Powerpole ! I - I a - 1 ,� o • . r I 95' 1I p------�opertyLni e----------- I I i N I : Fire Hydrant(FH) I I I Scale: 'I"=30' • I I I I 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 ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 0, \ ....i,, ''.°Niker:rt, -7,---.--; '".k. ,,,"1: ' - v.,', ,,,,,:.,,4. • '.. ,-7'• ''. 4V-1,,, N-.44, .YYL.. •:!• AMS' 4+Yw. t .-:6 # ( ..-)1101111/4,- . iriv , s, , - . . t- . _11),,,t. __, ...„. . ,.. ... , _.„1_,, ._ ..,., , ,•_::..;., ..i........_ .- ,.., lior. ..„,,, 'N'i,_ ,t. ..,£‘'''__ . . x t• - naM 1 �ti 1-, ''41-AIL - - -1 ‘ . .... ;� .. ;h, .,.........,,,....-y'"' I- - - - NM N-MN OM N NM- N MI SAI E Ely i.-N- - N OM aline' SEW Una NM UMW MI i r ilk IMO . eek `� .•,,L--------------. .....:. , ...,_„_. ,,, _ • ., . -.......„... . *it_ ---Nr--------------------- ...,:. ... ... IMP •.' s. ate; J r`. /** )" ''e4t ir- a 1 - ++• .-* - i.`'+ . F , ��_T . _....a-r. t• .., , a • ,. ' .4•a , i^•'moi .!-' 41M4MIC +. _ ray ... lift,. r y _ . , ..P T. 4 ., �` r. • V aA ... At , ' s...� .:.f I r.•,. M ' ' * ''' - - lo ' • _.. ,., _ 1- :Parr,,`. �"JI� .� �••.` 1,,,,...-.., fin`•r♦'• A _..`,r . }rj .•.rr 1a!41 -...�.. rw.r, t I ji'ir. !KS's ^ % fts 9010 .SW Oakia, I�4:` - .• ... .ramie..t. - ' S�ar:►al a r« �� -: ` j �, • � .. ..� !!r/t,'..!,, r!!.rt�' -- J��► ♦t'C'a r �•ar .� a Ag w ,_ • j 5"Y ~ ` • • •• : - r '• ,r �: ,1 r .1.. .rs` .;-• 4,r<71 r♦Y.. .. Pliiill'74 INV ---=--d-i-e- A ► .err ..r ► .�. -�».,., r �• <+ ', +•fir . a'♦-/V_.,..'• , ...ii''iz, 1,. k. ,rte„. „ _'::y::$� /4• _,,,q yy r # ,�- „,„ Google Earth k �` O MI R . 111 0 cm ti me me .,. 111111111. ~- - N '� .,. fin N yo403 o+oo-__ f-----:--fi , + r. 0+30' 'Il ,'=# 68'FIIOM CORNER OF :� -'Bl1ILDING - . -' J ,/ 9010 #A 8910 #B I WO # 3563841 WO# 35+ 3839 J , i \ /��/ A _ / r/ f 1 CROSS SECTION DETAILS Paving Symbols: AC-Asphalt E-Earth C-Concrete G-Gravel RUE-Public Utility Easement.ROW-Right-of-Way.EOP-Edge of Pavement,CIL-Centerline Comrwrses (N, WO#3563839 2 $ 40'ROW $ i ` s CURB'Y I N CURB,Y I N SOUTH C 1 NORTH 1 Number of cuts. MAIN IS ON 8' Size of cut(s):: 4'X5' 0 OweisinfINNIIIINNIS 0 Over mar C Over other oblides 3' !' 15' 15' 1' Street Name: SW OAK Direction Facing 0 North "(west E CU AC AC E Page 84 2011 Edition N Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane,two-way N roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads (less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater, when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing (see Diagram 5-4)should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the"Flagger Ahead" (CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 December 2011 2011 Edition Page 85 N ,!-- Stationary Stationary Lane Closure with Flagging Diagram 320 p X C cc o I w Pis A a) a a� o o 6 m co W Al t m� CO 0 IV o tr ate` A � Q•� \ = •• m _ _ _ • c>ov 1 4.> .• :ED ao t . �� 1 • o.L � i iA - 1• rE � �III CL I— < c1 .. ii- • —.- i m mm .ISI 1 • • o = I% 4 • , t>s o a I I �`— L� 1 r a mo 1 V �o 177) I v. .1 ' WI iici) 1tv mil,2 Sign Spacing and Buffer Lengths(feet) 1 t v __ w c Posted Spacing Between Signs Buffer / p R E. Speed A B C Space V z o dS O 20 50 25 100 100 100 75 30 100 35 125 40 350 350 350 150 O cc 2 45 180 \3 , 50 500 500 500 210 55 250 December 2011 Chapter 5 Machine Mill The Sand And Seal Paving Joints With _ 12" Area For A 1-1/2�' Hot Paving Grade Exsting12„ Min • . Blanket Inlay Oil (pg 64-22 Or Asphaltic * See Notes Below Concrete Mni4..:. Equivalent) t r r t `l rr t Exsting )a.�' .1...): 1 T 1.k.•TT .� .= -* /.-� Road , '�'t. ).„..t r 'l--z )�-. . • • -• 4.-t" L-.'. �' . c.:>_?:3---z Base --1-'--'1,t-,r _ '1, .) .- .) - _ ; o • • : . •: ' `'' ten-- �� �-" I 1-_-_-_-1 t i 1 1 - ' -, , , � :1i I �i I IH I Non-Compressible ! I 1--I I -71-7- !- -1 Backfill-Cement Slurry •• = (---- — (for Major Roads Or As . •`- Asphaltic Concrete Pavement _ •.Specified) a - I Undisturbed "T" Patch, 6" Thick Or Match l , 1 1_ Ground Existing Pavement (whichever Is _� 1 `�= I 1__1 Greater) Up To The Level Of i • Original Pavement. . ' I f- ' :• I I _ :if -"L----. :...:• '; .'. '..: ':..:'' •• *'. .- '----I 11-1 I— ,-_—).44",64),.. 1 1 1 1` 1 i Iti. I I ( )4NOY •S .MI *rel. '1 –3S 1.' Crushed Aggregate ,�1 I _ IF ) fd Or Granular Pipe 1y 0 Zone Backfill '� I ..?.....t. Material I- I _II -)•:.rLI ��,AO;A.,Ant . -I ,Ilf nii ! ! I IIi�--I ! .LI _71fl J __I1llI E � � ill iI1 7 ,.o Trench Width h w Per Plan or *NOt@S: As Specified 75&,).1 S • Blanket Patches To Be Constructed With Level 2, 1/2 Inch, Dense, Pg-64-22 o Hmoc In Dry Pavement Conditions, Where Existing Pavement Is At Least 60' F And Rising. 1-8 • Tack All Pavement To Be Inlaid With Emulsified Asphalt. • The City Engineer Shall Determine the Final Width and Length of the Inlay Patch b to Best Fit Travel Patterns. ro .- 18 ', `" CAPITAL CONSTRUCTION AND b -. :' TRANSPORTATION DIVISION City of Tigard FIGURE a 13125 S.W. BLVD. C F •:� nGARO, Of2£GON 97223 Blanket Inlay ,_„1 VOICE 503-639-4171 - ;FAX 503-624-0752 FiLE NO Q`` i I;J1.3A.IZD,'www.ncvRw-oR.Gov Detail n/a