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PFI2019-00021 VOIDED PFI2019 - 00021 PGE Cit of Tigard •• COMMUNITY DEVELOPMENT DEPARTMENTV 0 1 0 3/20i eyv- }i2 Request for Permit Action TIGARD 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 TigardBuildingPermits@tigard-or.gov FROM: Owner Applicant Contractor ® City Staff Check(/)one REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (V): E 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). REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit #: PFI2019-00021, Site Address or Parcel#: SEG2019 Project Name: PGE Subdivision Name: N/A Lot #: N/A EXPLANATION: Accidentally created duplicate permit of PFI2019-00049. Please void this one. Thank you. 2/11/2019 Date: ...�- - c Signature: _ --,..i. Print Name: Lina Smith 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 • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended.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 By Route to Records: Date 2f/c1 :-.r Refund Processed: Date /J 0, Bydp, Invoice Processed: Date By Permit Canceled: Date 3 2J /9 By Parcel Tag Added: Date By I:\Building\Forms\RegPennitAction_)92314 doc RECEIVED City of Tigard III PUBLIC WORKS —ENGINEERING JAN 17 2019 ■ Public FacilityIm rovement PFI C�CJTIGINERING TIGARn TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) TYPE 1—Franchise Utility Work Check one: VUtilities ❑Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGL: Detailed description: Unjacketed Cable Replacement and/or utility agency. ❑ TYPE 2—Sidewalk/Driveway/Sewer i Work performed for the purpose of: PGE Job M2495699 a/3 0,g X.).; • Sidewalk installation or repair. Work starts at 8845 SW REILING ST • Driveway approach installation Property address/location(s): and/or repair TIGARD, OR, 97224 19 • Sanitary sewer lateral installation and/or main line tap PGE [Submitted byAmySweany] ❑ TYPE 3—Full scale Development Applicant: Work performed with Land use Address: 10800 SW Avery Street approval which includes any of City/state: Tualatin, OR Zip: 97062 the following: Phone: 503-612-2935 Email: preregcoord@pgn.com • Subdivisions or Partitions Contact name: Jack Dwyer Phone: 503-863-7067 • Street widening • Mainline installation for Sanitary Contractor: Potelco Inc sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: 76668 Expiration: 6/1/19 Address: 14103 Stewart Rd SUBMIT COMPLETED APPLICATION TO: City/state: Sumner WA Zip: 98390 City of Tigard Planning/Engineering Phone: 503-863-7067 Email: 1ack.dw er poteleo.net 13125 SW Hall Blvd. Contact name: Jack Dwyer Phone: 503-863-7067 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: N/A only may be emailed to: rowpermits(atigard-or.gov Address: FOR STAFF USE ONLY City/state: Zip: Phone: Email: Case No.: PP,&2O/0( - a -6.s' Contact name: Application submittal fee(.007%of Engineer's Estimate) $ 57.17 04 Estimated value of work is required(if over$5,000):$ Additional fees: $ (within the public right-of-way) Application accepted: By: 4.042 Date: Is work related to a LAND-USE DECISION. ❑ Yes No Application revie d: gaj, If so,please specify (MLP,SDR,SUB,etc.) case #: L By:l4•Ali-lf..( Date: 62`/) -j9 Is work related to a BUILDING PERMIT? ❑ Yes V(No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By:__ Date: I:\ENG\PermitApplications\pfi_application Rev.10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of4 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 arc 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. Vi n h D Digitally signed by Vinh D Nguyen,PE Nguyen, PE -08 002019.01.1617:21:14 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 • wwwtigard-or.gov • 503-718-2421 • Page 2 of4 DEVELOPMENT ENGINEERING FEES FOR STAFF USE ONLY 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$300.00 minimum submittal fee) Sketch (including information below) Engineer's estimate X 2'0 Plan Review ❑ Dimensions WATER SYSTEM FEE ❑ Street Name Part 3: All public water system improvements ❑ Site Address Engineer's estimate X 12% FULL SCALE DEVELOPMENT PFI Permit Fee Exemptions: (Subdivisions/Partitions and Street Improvements) There will be no permit fee charged,or assurance required for the following types of work: Design Plans • Sidewalk repair (less than 20 lineal feet) (6 sets,24x36 or 22x34) • Relocate or replace mailbox ❑ Cover—Site,Vicinity,Abbreviation,Legend • Ditch cleaning that does not involve regrading. ❑ General Notes(City,Water,Sever,etc.) • Weep hole repair ❑ Street(Plan,Profile) • Curb repair or replacement(less than 20 lineal feet) ❑ Water,Storm and Sanitary(Plan Profile) • Lawn sprinkler system installation or repair ❑ Water Quality Facilities • Street tree pruning or planting ❑ Grading • Planter strip landscape maintenance ❑ Landscaping/Tree Plan • Test wells El Composite Utility Plan(Electrical,Phone,Gas, Storm,Sanitary,Water,Signage,Street Lights,etc) ❑ Details Note: A cash/bond assurance may be ❑ Traffic Sight Distance required per TMC 15.04.140. ❑ Signing and Striping (customer deposit) ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑l Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) El Water Department Approval ❑ Engineer's Construction Estimate PUBLIC FACILITY IMPROVEMENT PERMIT City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: SW /9 r„ st, Edge of P avement Ditch �Q. Streetlight :1411-- !■-■-■!■-■!■i■!r!■— I*161k fie+ R$�IJIB�CI �/♦�i��~t 1 t f FirT^x _'s Ia .% 1 ilk r r t M.leeeyr g, �•i g I i -t . c� '4" 1 • I I 1 rEF ored'SoWl 51 7RF" 1 T` I ht, I 1 –IU ' • I CD U. I Existing House. 1 Existing 1 . >I r Driveway I-I 3. I 1 I ' r1. • 61 I t 1 ▪r I 1 1,i i 0-4,b I 4 1 ▪I 1 Existing Shop 1 11J .= ' 1 Powerpole 1 I = I a - 1 I p--;3- IN I a I Fire Hydrant(FH) I I I I I Scale: 'I"=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 ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 www.invarion.com f 3 G S. W c o 9. 3,2 U & 2 4U ii) - p Ai L V IMI W,w I 0; ROAD ee 114111; WORK -4- AHEAD AHEAD w N O V ^ BE + I 0 1 � JI W � PREPARED T* - N y or e 1 TO STOP CO Z. ac IHJ . Illia. = D CC 4000,; ( / \ g o 10 ° I will .5 - 2 ,.., I LEFT TURN LANE 1 CLOSED 1 ♦ I ROAD l� WORK T l . AREA. + lif) 0 BE ROAD ♦ • <I> PREPARED WORK Pole N1466 1—i To STOP HFA. 1 4 H loo•+/-++.-100'+/.- -1OO+/-H ♦ 1 ♦ n� Jam♦ 1-; ♦ 1;SW Sattler St - - 1' .. t © 1 1 ♦ SW Ross St H.-350'+/--..i.-350'+l--..i.-350'+l- _• T - 11 U ROAD BE c WORK PREPARED 1 TLEFT i ROAD TURN LANE AHEAD TO STOP WORK CLOSED AHEA. 1 t 11 4 LEFT 1 TURN LANE CLOSED 4 1 t V S 4> I .e,' DEVICE SPACING: N __ BE PREPARED TO STOP TAPER: 20' TANGENT:20' ROAD WORK All signs and devices SHALL conform to the MUTCD/OTTCH. AHEAD Will adjust to fit field conditions. Plan NOT to scale. • www.invarion.com Lane Closure at Intersection with Flagging Diagram 620 ROAD WORK AHEAD /+ ONE LANE C j t (Optional) ROAD . , AHEAD B BE PREPARED TO STOP ♦4 li> B •* A (Optional) 410 0 ONE LANE ROAD 0 BE AHEAD 100 ft.Max. ROAD C, PREPARED WORK TO STOP AHEAD • 0 1 .... AL• g BI C • Buffer ` ♦_ O MX C C O O O O 0 O rA3 ENOO � C .; 4 O i• •I 100 ft.Max.-►{ I C B B A ROAD I BE WORK PREPARED '' AHEAD TO STOP 100 ft.Max. ONE LANE ROAD AHEAD Tir (Optional) A B '4: BE PREPARED TO STOP B (Optional) ONE LANE ROAD I f AHEAD C .4: ROAD WORK AHEAD www.invarion.com 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 ERRATA: 20 50 25 100 100 100 75 Supplement Table 30 100 35 350 350 350 125 Updated: February 12, 40 150 2016 45 180 By:ODOT Traffic-Raodway 50 500 500 500 210 Section 55 250 Signs Spacing and Buffer Lengths (feet) Supplement Posted Spacing Between Signs "Buffer" Speed A B C Space 60 285 65 700 700 700 325 70 365 Vs cn 17 .4k 01U1 A -P W W N N-g C A) 01 0 01 0"' O s cn Single Flagger Operation =it= (Optional) for Low Volumes BE (Optional) A) u) tu PREPARED < 400) PREPARED °TO STOP ROAD AHEAD NE E 0 0 0 n n Q C0) S• FLAGGER BE ONE LANE 5 A B B c PREPARED ROAD A) co w . 0o a .. A .. .. TO STOP AHEAD O 01 O W 1 mile 1 max. 1 CD o O O i '� 0 0 ° ° — 40 \ ROAD C) 0 r WORK o Co o c>> cfl C •B♦• B♦'A -- AHEAD Cl) o O O H = Protection Vehicle mii N401111WI-MA{both Optional) CD : BE See Chapter 4 PREPARED 0 W m ONE LANE TO STOP N N 1—, 01-0 _ ROAD �• 0 0 0 0(Tt 0 0 o m AHEAD Cn 0000 (xi O m A • r B ► • B C = (Optional) "I Tir :. :. :. :. .,_ .— [.. 1mile tQmax. I I CO 0 0 0h7— 0 a i \I �O , u ,-, *: *: *: .: gir - ,.... Buffer Protection Vehicle ROAD w/TMA(both Optional) WORK See Chapter 4 D \\\ c B B A AHEAD \4b BE ONE ROAD LANE PREPARED Two Flagger Operation 11) AHEAD TO STOP 3 W , (Optional) O 5. co O - n 0 www.invarion.com 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. F"" 36 Aa60 8.110 LEGEND �L D 0'4 8595 �_6587 V- _ 14A40 "4'_ A 755555 32781 ,Vf SGNECK 985 f LY PO-77 C O X05 1 5395 _INSTALL FAC/L T ES 20'♦Q V LADYgpp ILI 1 _INSTALL ADDITIONAL f4CILI7/ES•IAODIFY FACILITIES 2014 B Z AL LE LN ~ P0.80 VT-65 -211 - 84+5 1 WORK LOCATIONS PD-7865 q 00.86 Open B 2AL O 10852 a5 I • SURVEY GRID BOUNDARY P 3 ,1855 8800 VT67 857 L7 35-Unknown 20 3035 1486`. 7-1.°- 7.,„„/„............ .....1r-'-------, ry 9050 A 50 23680 PD68 en WL 9 VT 66: 2 q I CONDUCTORS WL 4 VT-679(NEW 577): P0.73 B3 Rernovt': A 50 24619 PD-9583 4 INSTALL ABC 02 AL EPR JKT-0 PRIMARY (Install: 30-Unknown 3 ELBOW KIT-JKTD CABLE-#2AL Po-� 4884 ,4 coNourr SU39669-VAULT CONC.56"x84"x 72"OD UV-577 14885 2006 1n R,110,_3 SU39640-CONC.DBL NON-SLIP VLT LID 56"x84"x12"575/577-Lid B 25 72533 PD-62 WL 8 VT-67: Blas Y LATERAL TAP UNIT-4 POS-2 PHASE PD-63 pD-81 N INSTALL AO e2 AL EPR.1107.43 PRIMARY Install: 9 I.2"CONDUIT (6)ELBOW KIT-JKTD CABLE-#2AL ELBOW KIT-JKTD CABLE-#2AL 14906. " `� - INSTALL BO 62 AL EPR JKT-0 PRIMARY (2)DUST COVER 0909 B 50 63254 T C2 1-128 I-2.CONDUIT Rern<,ve: ;,065 INSTALL CO 82 AL EPR JKT-0 PRIMARY 90430 888090438 20 4 1433: ELBOW KIT-JKTD CABLE-#2AL f0s 1.2"CONDUIT 2014 149'5 1985 PD-70PD-7214991 J !3920 992 S CD 8440 -o EXISTING 2.SPARECONDUIT WL10 PD-7860: WL5 PD-7859:D-841200A 8420 -0 EXISDNG 6"SPARE CONDUIT 4 14331 X r 5340 ABANDON PRIMARY CABLE I ns1011: 149'_5 Install: •GROUND ABANDONED CABLE PER LC22035.7 ELBOW KIT-JKTD CABLE- (2)#2AL94 ELBOW KIT-JKTD CABLE-#2AL A 25 77101 8000 t� .-.„ .._. 10404 30-Unknown 40.212 r 2006 Remov?: ELBOW KIT-JKTD CABLE-#2AL 14553J 14941 14935 P0.83 (2)ELBOW KIT-JKTD CABLE-#2AL I- TIBC 2AL aA < 0 PD-71v7-210 EQUIPMENT INSTALL SU36669-VAULT CONC.56":04,Tr 00 UV-STT 90426 C21-11A WL3 PD-7657: 'SU39W0-CONC.DBL NON-SLIP VLTLID 36'k64'k12"3JS.37711d 20-Unknown 9 Install: 'NST SMALL FAULT INDICATORS)VAR TRIP 200A 2007 8'0= ELBOW KIT-JKTD CABLE-#2AL Open J 8 VT-67 Rer move. c INSTALL FUSE TOR 8"'3 , PD-7863 cogq 9805 8795 a;7s 8765 (2)ELBOW KIT-JKTD CABLE-#2AL ♦ 8855 0825 90414 N 90412 8785 90610 6755 A 3QZZ4L-K Baas 20.4 m 30'4 and G i �� POLES -- ---_ --- .---_ _ _11.5 4 _ n 2015 B 50 23676 5 2015 WL 6 PD-7858: POLE CLASS(1,2,3,4,H1,H2,S) ----'Y------- - Install: 10 AAl.------------ 50 23� 4 I B 2AL 46-7859�,' ELBOW KIT-JKTD CABLE-#2AL H7-c l 0930• A? I - .c, I� Remove: �POLE HEIGHT AL_ s 0 1 O7,, 40.7860 O -- n (2)ELBOW KIT-JKTD CABLE-#2AL 1985 SW IpB,LlN 90416 n i � VT679 , : U 1 "M2 G Sr 20-Unknown n F5' .4)41044-B 2AL' - _ O 2 2 �--1--'�'a160' n a?45 �64 ne 9510 RHAM NORTSHM�---------2010 .I-•A2PL'- Im 1 -, 30'2075 4 O I r 9740 15025 15045 90424 ;O 8790 90408 ,y 40.6 �] LANDSCAPING NOTES 20'-Unknown o, 3D'-4nk6 m 8735 2007 P"90 4 RELATED JOBS: 9550 2007 R. PRE-LANDSCAPING: 8840 1998 J © M2495695 DURHAM NORTH M WO PD 7857: N S Po-4 REMOVE BUSH 1,,o,,, m 15050 IO 265 15055 1 8730 9729 .7� ne Qv n{ 50' 0015 15020 I ROW L qt <) 766882 B 50 30352 VT405 NOTES: 15040 I``''''77 8720 a. P0-7858 1 y,1 'P0.�57 .I 15085 a 3 15050 6 8725 I 1.MUST MAINTAIN 5 FT.HORIZONTAL SEPARATION FROM 90422 80420 15060 90402 Q �66 WATER MAINS AND 1 FT.VERTICAL SEPARATION BELOW. 20-0 20-4 20-None 5 40.3 30'-Wne 1585 1985 2017 SEE WL1&WL2 DIAGRAM 8T-106 2.MAINTAIN 1 FT.SEPARATION FROM CITY OF TIGARD • • A 50 23661 •NSHEET2 8715 I •� CATCH BASINS. PD-7862 A 2 A I V7-256 15115 :¢ 15110 CD 3.USE 45°190°BENDS,FOR OPEN BOTTOM VAULTS. P0-7661 6, 0710 12 OA ASO 23705 `° O 1257 FIELD CUT BEND ABOVE GRADE TO PROVIDE SLACK FOR 50' ROW ° 5465 Iso-2 SWITCHING.(PULL TENSIONS ASSUME 990°BEND). 15145 15140 15100 15080 I _ .7 2015 5120 • 4.REPLACE GROUND RODS IF EXCESSIVE CORROSION IS 5125 15145 I--' 1487 I 8695 1 87°5 0415 8471 DISCOVERED DURING CONSTRUCTION. 45-3 158 3120 C21-11 D 4 I 45'-3 15140 I 8700 R. 3-142 W T 1878 45'4 90400 2,4 1 1986 I I 49 m 1486 P0.1019 5.GROUND ABANDONED CABLE PER LC22035-7. 1978 1985 I I ----f 2 I 45'4 45-2 3068 142 65 T ABC 785 AAC 143 100 T ,1 00 1998 1421005 1999 50-2 C2 1-12C 6.CHECK COORDINATION OF STREET LIGHT FUSING. N4R1,4AC ABC795 AAC I \'7-300 I 2013 8746 N 4/0 AAC1 _ ABC 795 AAC 20250 102 65 7 306 0 15 142 100 7 1983 `o K B 15 56061 "N AIO AAC 2203 ,A 10 25825 3 30-Unknown Sw SST I 142 100 7 I 600 A ROS ,Ii. 4571 1 I- --142 100 T -I 7264 -1 7 Im 1995 Q 30'd 20'-4 �l A 1961 1998 »e_ 1999 1q 15135 __ ,= ANY DEVfA710N FROM THIS DESIGN MUST II 15210 574 8735 8727 670' °. 8501 8585 1�. BE APPROVED BY THE PGE PROJECT MANAGER x211 C 25 65995 1. C 25 66292 es 1 9439 20281 8425 15178 CALL 811 BEFORE YOU DIG 20 4•• - 15212 20-Unknown D ATTENTION: 85 PD-156 1998 PD-157 83 2000 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED 204 SW BBURN LN d2 C 2 A 20'-4 82 QQU U .+ �. 40.1022„ AHIN\ BY TNfOREGONUTILITY NOTIFICATIONCENTER15'__0 1998 1998 20-4 Q' THOSE RULES ARE SET FORTH IN OAR 952-001-0010 1998• • 1 J8 1998, �,¢ 40.1023 SAFETY THROUGH 952-001-0090 YOU MAY OBTAIN COPIES OF 0. 195 IJ;y 8443 THE RULES BY CALLING THE OREGON UTILITY QZ \FIRS> 1. * WL 1PL-1487: y 1 TO REQUEST UTILITY LOCATES CALL THE OREGON■Rsl•wllefti AOR 15223 8620 ...80 9 72 ggg0 P0.1D24 40.1025 UTILITY NOTIFICATION CENTER,811 AT LEAST �M01l � 15230 ,..62 Install: is222 1 BUSINESS DAYS PRIOR TO EXCAVATION 8 (3)142 C/O F100T UG TAP • 20-4 855 NOTE:REMOVE(2)SOUTH SIDE WL 7 PL-1486: sato v 4-IN PVC CONDUIT UNIT 1998 RISERS FEEDING C PHASE. SPLICE- Remove: aaoo POE CONSTRUCTION NESION DRAWINGy _,_ FP1 ",' EXTEND INTO VT 300 142 C/0 F100T UG TAP AS-BUILT VERT n(carl71 d NESC TIO VIRLA, NS CORRECTED (4)143 CIO F100T UG TAP 1,2"+5 87 8527® 8575 2-IN PVC CONDUIT UNIT Foreman: DN.. 66 20'4♦ (4)2-IN PVC CONDUIT UNIT General Foreman: Date: a^ W 20-4 1998 ,e, 1998 �� .� Q 81 15230 (Sq..,owy mouse lor6ed cons/rubor,changes) 4 SW LOD!LN w p 20'4 A 15 36011,I� t ji t 0532 t 0550 SDPM�ENG REVIEW. {ASBUILT BY DESIGNER. O 198 89 1998 V vr�+ DATE SCALE ACCOUNT wWtl NOB NO 40.158 �`{ O 20-4 20 4 3 1558 40-159 1998 10/3/2016 1 in=80 ft 1070001 11000007834 I M2495699 15310 C 25 66315 e W ,. • A 4896 4-10 TITLE s2As -1 8574 15242 I UNJACKETED CABLE REPLACEMENT-DURHAM NORTH N-2,302 FT -- E-11 0- C 50 55115 62T+L \ uURH rig. -- -- 872e 8670 Q 8524® «72 WL 2 VT-300(NEW 577): DURHAM-SATTLER 17 x 22 8590 Install: / LOCATION 20 y SU39669-VAULT CONC.56"x84"x 72"OD UV-577 9s 8629 SW REIUNG ST.TIGARD,OR,97224 71 lyse SU39640-CONC.DBL NON-SLIP VLT LID 56"x84"x12"5751577-Lid 145:a 20'4 DESCRIPTION 5320 883 Sr 552 ` INSTALL(8)SPANS 2AL;(2)577 VAULTS SHEET 74 75 LATERAL TAP UNIT-4 POS-3 PHASE • "4 700570 Secnoxs 'h1JRh werH 20-4 6°' 8-,1 204 ,ser' y,4, 77 (5)ELBOW KIT-JKTD CABLE-#2AL WASHINGTON' C2111A,C2111D IM2495695 1 0F4 C 75 10294f.1998 1998 2sse 05998583 '-1°43 wasoNHUB DESIGN BY RHONE AfDI By -O--L�bA 2AL 180 Feet 7998 (7)DUST CAP I L I L I L L Po-173 F l 0852 W E"on^eR DESHAWN WILLIAMS 503-718-63011HEIDI BOOMER y 357.7 15310 B 50 31240 I • I Z N "°"gym 0PORT!AND GENERA!ELECTRIC CO-ALI RIGHTS RESERVED 1-LINE DIAGRAM , . i C 16 10868, 7, P0.i9 Ph-'4 .0, pc,.,pc,,,, Iso snoSFJ$4 i,2 506AL37 �! C').-- ['1-1303 a. ,SAS A 76 12781,0 • PCMY I l . C21-115 •,F PD- co PD, 1, 1-60 23680 pp, o�j B 26 7263 K)-8207-0 DA''��,,��77 r,n_ �B 506755 �7: 00 A s 26718 Ci RC/-62 VT 1 21[ SO •iVT-, • V1-721 i - AtiO OT i t lil A-1--__, I A.13890 5.- -�'� / / WL1&WL2 DIAGRAM le 1 i '--../ D.s yr-1o' w rl. A50 26i41FkL9040' ...7.3s1 -'_ - B 76.92 B SO 30 2 .,,,1, m ,VT-300 A ' ¢ 'L 148 ABC 2 AL'NEW 5772 ^ - 56023667: V<1■_ 2 Q�312o 1 lbP4-4 -- 1 ler A so 2376s w ABC 795AAC 10 9 ABC 795AAC zy- 201° N4IOAAC N4l0AAC �o PL-1,1, m ansa A� 1 PL-'151°-16 cL.JI_UL PL-"6/. P 81665081 Ht...-.13 PL-4`r• \\\,,,,,.....____,_ `L I A 10 25825 F D-4,0674 PD-42s '641' a A C 2648MiD-165 c 2644292,,,- U 1 IP PD-4;a rll .0-4- -, C2 1-11D 0 I f 111; A 2667 . PD-1,y <sM I _� 1 P0.441 F.'"2 �LC 1-1—LC d 1 6036786 _ -_ Z,162 -.... r,-.... C 256631 I ...• F I C So 55111 •-`�__, Z i------.....-_. `\ IXt4, .31 U I U Z.-----,.. C 75 I 773 3Qa FC-n.� J v 1 A L-11: A 6039697 I 2/T-160 :t.•57 yT CC2567259 y ) .5p K.>_.l':,, 50 3 I'D-453 ` / L A_4 16978 �'4 0.49: C501200 P0.3 4 PD.[1 R / F'0.46-� ¢ PD-153 PD-1 0 55 110 220 Feet 0153,0-166 L,PD-17 J ANY DEVIATION FROM THIS DESIGN MUST I 1 11 I I I I 1 PD-190 - POE N BE APPROVED BY THE PGE PROJECT MANAGER ATTENTION: CALL 811 BEFORE YOU DIG OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED AHIN BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 SAFETY THERULESBSYCALLING;lEORfGONUTILNTCYORIESOF IRS-1,/ NOTIFICATION TENTER Y CTESTIAL LS0OREGON) TO REQUEST UTILITY LOCATES CALL THE OREGON Milt_ m UTILITY NOTIFICATION CENTER,811 AT LEAST nbd01!)ONdi 2 BUSINESS DAYS PRIOR TO EXCAVATION POE CONSTRUCTION DRAWING AS-BUILT VERIFICATION&NESC VIOLATIONS CORRECTED Foreman: Date: General Foreman: Date: (Sgnan,re only requred far rekl cc.>stncnm charges) SDPIWENG REVIEW I.4SBUILT BY DESIGNER. '11S/212018 T0/22018 CALnE=50 R l ACC00001 147000007834 r1.9 2O 95699 TITLE ‘ UNJACKETED CABLE REPLACEMENT-DURHAM NORTH N-2,302FT CIRCUIT 512E DURHAM-SATTLER 17122 CATION 8629 SW REILING ST,TIGARD,OR,97224 ` LO ` DESCRIPTION INSTALL(8)SPANS 2 AL:(2)577 VAULTS SHEET COUNTY SEC710N5 KORN NRTH WASHINGTON C2111 D,C2111A M2495695 2 OF 4 DESIGN BY PHONE DRA41N BY "weciiw eeTaa DESHAWN WLLIAMS 503-718-6301 HEIDIBOOMER rs:Z r"csrrom 0PORTLAND GENERAL ELECTRIC CO.-ALL RIGHTS RESERVED LEGEND S' - - 10#2 EPR in 2" HDPE CONDUIT WEB: WL2 VT-300 WL6 PD-7858 - - 20#2 EPR in 4" HDPE CONDUIT p BE TOP NE SET VAlU L30CA710N5r• q •. APPROVED 9Y PGE N t x.; EXISTING PAD I.TDP..FlD TG .� • __-___ �'.' �.., �....::: 42•x- W/42.42 DPEN _ - 3P�#2 EPR in 4" HDPE CONDUIT BE SET NAL IRANYGitYER PAp GRADE __-_ �_ 'T ;'MINUS CRUSHED ROCK:iN250-2125 BOTTOM VAULT Va..BY PGE. ___ -_. -` TRANSPAD-PCE _ _ 6��DEEP(MIM) Pyy DOgREENOT CROSS -_-_- 1 VAULTS.T�+ I♦ '. s'[ 11"n25" I GIN P. (YIN"r;E"44 A°LL� \ 14. ,, . P. 't NOTES: 551RI G N EACH PVC. �/' tl M� r OKA.i - 1. MUST MAINTAIN 5 FT. HORIZONTAL SEPARATION FROM V 6 Rv PRI M•' '.CONf.lii % CONCH. WATER MAINS AND 1 FT. VERTICAL SEPARATION BELOW. • �® ` • -) )" 2. MAINTAIN 1 FT. SEPARATION FROM CITY OF TIGARD • tF CATCH BASINS. r ti s2 3. USE 45'/90'BENDS, FOR OPEN BOTTOM VAULTS. � v v>fls�A:> 6191 a _=_ 11i11I T e•MINOAN FIELD CUT BEND ABOVE GRADE TO PROVIDE SLACK ,,I., A$ — FOR SWITCHING. (PULL TENSIONS ASSUME 90'BEND). p0 P.\1 CURB `/ SINGLE—PHASE 4. REPLACE GROUND RODS IF EXCESSIVE CORROSION IS ''SO 577—PGE TO PD-7859 TRANSFORMER PAD— DISCOVERED DURING CONSTRUCTION. SWITCH VAULT CONDUIT CONFIGURATION 5. GROUND ABANDONED CABLE PER LC22035.7. 6. CHECK COORDINATION OF STREET LIGHT FUSING. WL3 PD-7857 WL8 VT-67 (TOP HEY) EXISTING PAD EXISTING VAULT �N . - W/42.42 OPEN NNOgOTTESU:TL� pD�N� 42".50•• BOTTOM VAULT N APPROVED a nPGE. iRANSEORMER PAD / `V MINUS CRUSHED ROCK,.✓�425,,,IS A _•_ iRANSPAD-PCE _ I.T�°E L1D AT 6"DEEP(YIN) - BE SET AT EINAL °RARE •'.;. II".IS 19 A]]PPRO�ED BAY . .„/OPENING IN PAD \ i6 „AU pBE �, rRONE�PAP / � AU�LyTS. ypp .. �y �/ �O (YM75TET Lq CT M EAOI PK PRIUAar GOND-,I' 3'-R" �8-MINIMUM II i X VT-679--I SINGLE—PHASE TRANSFORMER PAD— TOS CONDUIT CONFIGURATION NO1Es: WL10 PD-78601 Ig.TvwLLTs T0 BNE5 WL4 VT-679 (TOP NEN) APPR�TVDOCO)PCf. N 1p Tp T _;:1,,,,,:',:•,:,:'... EXISTING PAD 2.TOP DE UD To pO(/j N y 1RANSrORMER P. W/x2.42 OPEN APP AT Ewu ® `)8 3p/���� e ;MINUS CRUSHED ROCK /NASO-2125 BOTTOM VAULT }}�� 0 BY PQ- 5�7'2,,,.;',, \ ,L 6 DEEP(MIN) •f TR2.-2,-PCE PVC BVAULENOTIAEEII \```OSS '' tt w�(( , Efff` ANG IN P. 4 /�c EA LLLr.c. . rG 1. %77 0 a60 {> l:/ / ATTENTION: CALL 811 BEFORE YOU DIG • s' O /..,6> r; . OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED )t • 6 6> r-' THINK BY THE OREGON UTILITY NOTIFICATION CENTER. _ .. r ° THOSE RULES ARE SET FORTH IN OAR 952-001-0010 811 I.MINIMUM L '-w' SAFETY THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF i pO$c�9 i41,411THE RULES BY CALLING THE OREGON UTILITY '"'0 \V SINGLE—PHASE f QCURB O 577—PGE TO VT-679 TRANSFORMER PAD- FIRST! NOTIFICATION CENTER ADMINISTRATION @(503-232-1987) SWITCH VAULT CONDUIT CONFIGURATION TO REQUEST UTILITY LOCATES.CALL THE OREGON UTILITY NOTIFICATION CENTER,811 AT LEAST Know what's below 2 BUSINESS DAYS PRIOR TO EXCAVATION. Call before you dig. (TOP lw) WL5 PD-7859 PGE CONSTRUCTION DRAWING fin'[`1H�:»..N ti�f-r� �� ,,,.'G ,,54, X2,0•. EXISTING PAD SDPM/ENG REVIEW. AS-BUILT BY DESIGNER: N 1 I TRANSEORMER PAD W/42.42 OPEN 4:°pRU5HE0 RRDK :SP ;GE BOTTOM VAULT AS-BUILT VERIFICATION&NESC VIOLATIONS CORRECTED py; B"DEEP(Mm) �/'.:. ,;; - This document accurately represents FIELD construction. :4,- • r 21'.25'• •. PENING IN PID t, MOW pr PAO.!.„ Foreman: Date: GF: Date: 8, PRIM CONDI H' DATE: 10/02/2018 SCALE:NTS I ACCOUNT.1070001 I AWL'. 1000007834 I)08 N0.M2495699 - ",. 0 - -- TITLE: ' UNJACKETED CABLE REPLACEMENT-DURHAM NORTH N-2,302FT SIZE- .1-0,•MINIMUu CIRCUIT. SIZE: \i/ / DURHAM-BATTLER 17X22 1 `✓ PGE LOCATION TO PD-7658 'TRANSFORMER / 8629 SW REILING ST,TIGARD,OR,97224 TO VT-679 CONDUIT CONFlGURATON ` DESCRIPTION: INSTALL(8)SPANS 2 AL,(2)577 VAULTS COUNTY SECTION(S) WORK WITH: SHEET WASHINGTON C2111D,C2111A M2495695 WILSONVILLE 20F4 LINE CENTER DESIGN BY. PHONE DRAWN BY. 9480SWBOECKMANRD.DESHAWN WILLIAMS 503-718-6301 HEIDI BOOMER WILSONVILLE,OR 97070 ©PORTLAND GENERAL ELECTRIC CO.-ALL RIGHTS RESERVED 1 VT-67 LEGEND VT-679 PD-7860 lr PD-7859 - - 10#2 EPR in 2"HDPE CONDUIT �) II i - - 20#2 EPR in 4" HDPE CONDUIT - - 30#2 EPR in 4" HDPE CONDUIT IP-2 - NOTES: IP-1 \0\_ 1. MUST MAINTAIN 5 FT. HORIZONTAL SEPARATION FROM I-PD-7858 WATER MAINS AND 1 FT. VERTICAL SEPARATION BELOW. 2. MAINTAIN 1 FT. SEPARATION FROM CITY OF TIGARD CATCH BASINS. L—--CI 3. USE 45'/90'BENDS, FOR OPEN BOTTOM VAULTS. PD-7857 FIELD CUT BEND ABOVE GRADE TO PROVIDE SLACK TRENCH-FOOT TABLE F ). 4. ROEPLACR ETGROUNDPRODS IFS EOXCESSIVE CORROSIONIS DISCOVERED DURING CONSTRUCTION. CONDUIT 5. GROUND ABANDONED CABLE PER LC22035.7. LOCATION SIZE QTY LENGTH LENGTH 6. CHECK COORDINATION OF STREET LIGHT FUSING. (in) DESIGN ACTUAL VT-300 FROM To (ft) (ft) if L__ p1-1487 VT-300 4 1 15 '\-- VT-300 IPI 4 1 264 IPI pd-7857 2 1 8 PL-1487 IPI VT-679 Z4 2 182 VT-679 IP2 2 1 124 IP2 pd-7859 2 2 51 IP2 pd-7858 2 1 296 VT-679 VT-67 2 1 164 VT-679 pd-7860 2 1 230 Rood Side le 24- i ) Field Side Spon LEGEND Typical TRANSFORMER LOADING ° ;nch eGae Utilities Total 1ph 1334 Cover 48 PCE Primaryy P / Trench ®ns,de Duct PHASE SIZE CON KW NEW? �_� oTelco/CATV tl ®Backfill B 75 B 756882(12 Customers) 26.46 KW No — IsNect Bocklil B 50 B5023676(6Customers) 19.54KW No ,a 2 . ( IEodihturDed 24" B So B50 30352(11 Customers) 37.15 KW No Joi t use Mainline Trench A 50 A 50 23690(7 Custome rs) 19.96KW No C 25 C2565995(8Customers) 26.14 KW No C 25 C 25 66292(10 Customers) 21.11 KW No ATTENTION: CALL 811 BEFORE YOU DIG OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED 811 THINK BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 SAFETY THROUGH 952-001-0090.YOU MAY OBTAIN COPIES OF / THE RULES BY CALLING THE OREGON UTILITYip FIRST! NOTIFICATION CENTER ADMINISTRATION 4 (503.232-1987) TO REQUEST UTILITY LOCATES.CALL THE OREGON Know what's below PRIMARY CABLE & CONDUIT TABLE UTILITY NOTIFICATION CENTER.811 AT LEAST Call before you dig. 2 BUSINESS DAYS PRIOR TO EXCAVATION. y CONDUIT PRIMARY CABLES ASBUILT INFORMATION PGE CONSTRUCTION DRAWING LOCATION SDPM/ENG REVIEW: I AS-BUILT BY DESIGNER: SIZE QTY LENGTH I LENGTH PULL PULL CABLE LENGTH LENGTH Foreman-Complete (in) DESIGN ACTUAL REV DESIGN ACTUAL AS-BUILT VERIFICATION&NESC VIOLATIONS CORRECTED FROM TO (ft) (ft) (lbs) (lbs) Size&Type (ft) (ft) NOTES This document accurately represents FIELD construction. p1-1487 VT-300 4 1 15 5 7 tt2 AL m Foreman: Date: VT-300 VT-679 4 1 440 155 155 #2 AL 484 GF: Date: 155 155 #2 AL 467 DATE10/02/2018 SCALE NTS I ACCOUNT.'1070001 IA"'1000007834 1,08 No M2495699 VT-679 pd-7857 2 1 195 41 29 N2 AL 214 TVT-679 pd-7859 2 1 180 33 22 82 AL 198 Ti pd-7859 p4-7858 2 1 357 58 68 #2AL 392 111\ UN JACKETED CABLE REPLACEMENT-DURHAM NORTH N-2,302FT CIRCUIT SIZE: VT-679 VT-67 2 1 164 19 23 82 AL 180 DURHAM-SATTLER 17X22 VT-679 pd-7860 2 1 265 51 31 82 AL 291 PGE LOCATION: NV`/ 8629 SW REILING ST.TIGARD.OR,97224 DESCRIPTION. INSTALL(8)SPANS 2 AL,(2)577 VAULTS COUNTY: SECTIONIS): WORK WITH' SHEET: WILSONVILLE WASHINGTON C2111 D,C2111A M2495695 4 OF 4 Total 1ph 1601 2226 LINE CENTER DESIGN BY PHONE DRAWN BY: - 3Ph 15 76 9480 SW BOECKMAN RD.DESHAWN WILLIAMS 503-7186301 HEIDI BOOMER WILSONVILLE,OR 97070 ©PORTLAND GENERAL ELECTRIC CO.-ALL RIGHTS RESERVED e