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1030 Young St Apts. lot consolidation “paper check” Woodburn PLA 22-04 (DR 22-06) / County PP24-040 1 City of Woodburn Community Development Department 270 Montgomery Street Woodburn, OR 97071-4730 (503) 982-5246  Transmittal Form: Plat Paper Check To: Marion County Surveyor; Attn: Marcus McSmith From: Cc: Colin Cortes, AICP, CNU-A, Senior Planner Chris Kerr, Community Development Director; Curtis Stultz, Public Works Director; Dago Garcia, P.E., City Engineer; Chris Fogerson, PLS, LEI Engineering & Surveying of Oregon Date: July 10, 2024 Re: Woodburn lot consolidation as Property Line Adjustment PLA 22-04 for 1030 Young St Apts. (County PP24-040 with no name) related to City master/parent land use case file no. DR 22-06 Summary: City of Woodburn staff received the mailed “paper check” on 7/01/2024 that the County Surveyor’s office had sent. ---PAGE BREAK--- 1030 Young St Apts. lot consolidation “paper check” Woodburn PLA 22-04 (DR 22-06) / County PP24-040 2 The applicant needs to resolve the following items: A. Easements: Staff is confused that the proposed lot consolidation drawings lack Young Street right- of-way (ROW) dedication per DR 22-06 land use final decision Condition D2a and granting of public easements on the face of the plat, especially a streetside public utility easement (PUE) per Condition D3a and including a cross access or shared access easement per Condition D5. For context, see the final decision document p.4 for Condition G6b and p. 5 for Note A. B. Public Works revision: See attached redlines by the City Engineer and revise accordingly. Questions? Contact Dago Garcia, P.E., City Engineer, (503) 982- 5248, [EMAIL REDACTED]. Notes: These notes are for the developer, not the County: 1. The land use final decision document with the conditions of approval remains on the City project webpage. City project webpages can be found via the gateway webpage at . 2. Street addresses: A reminder that the time approaches to submit an Address Assignment Request. It can take up to two weeks for staff to review and issue. I recommend submittal at the same time that the developer gets to production of a plat Mylar, because by the time that the Director would be ready to sign a Mylar, it would be ideal for staff to be ready to issue assigned street addresses. Assigned street addresses are critical because without them Accela / Oregon ePermitting could not accept building permit applications. Contact Heidi Hinshaw, Associate Planner, (503) 980-2494 with any street address process questions. 3. Copies (PDFs for City GIS): After Mylar signature and recordation and as Woodburn Development Ordinance (WDO) 2.01.05 requires, before building permit application the developer is to forward electronic copies of any and all recorded documents – plat(s), easement(s) if separate from plat(s), and any supplemental conveyance/dedication documents – to the City so that the City may update its geographic information system (GIS). Submit to the attention of both the Public Works Department Engineering Division and Community Development Department Planning Division.) 4. Public improvements: Condition G4a affirms that when public street improvements, and any fees in lieu of public improvements, are due shall be per Woodburn Development Ordinance (WDO) 3.01.02E and 4.02.12, unless a condition of approval allows for later improvement – as condition subsections do with restrictions. ---PAGE BREAK--- 1030 Young St Apts. lot consolidation “paper check” Woodburn PLA 22-04 (DR 22-06) / County PP24-040 3 5. Construction: Prior to delivering a Mylar to the City, the developer is to conform with Condition G4a and through the “engineer of record” contact the City for inspections, providing Planning Division staff in particular at least 3 business days notice, and obtain City acceptance of improvements. My contact info is Colin Cortes, AICP, CNU-A, (503) 980-2485, [EMAIL REDACTED]. Attachment(s): City Engineer redlines (July 8, 2024; 1 sheet) ---PAGE BREAK--- PARTITION PLAT NO. LOT CONSOLIDATION: CITY OF WOODBURN PLANNING CASE NO. DR22-06 IN NW 1/4 & SW 1/4 OF SECTION 17 & NE 1/4 & SE 1/4 OF SECTION 18 TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN CITY OF WOODBURN, MARION COUNTY, OREGON SURVEYED FOR: WEST COAST HOME SOLUTIONS, LLC JUNE 1 7, 2024 \ I \ \ I I I I I O 0 10 ƱNIT/AL POINT _ _ Ct_ _ YOUNG STREET 10 _ _ 1 0 BASIS OF BEARING . (S60° 02' OO"E) o 7 10 _ ..i..----IIfil (N60° 02· o_o·w - 304.73') Ʋ (91.28') '::[fil 10 1 Ƴ (50.00·) / (39_97•)- (103.24') -rn (16,.52·) ƴ , • gJ I NE CORNER : [50.00'] [40.00'] -103.20'- -161.22'~ 73') LOT I, BLOCK 2 CALC CALC I I u _J - u co co 00 00 FALLS-Ƶ IY ƶ (N60° 02' OO"W - 50.00') (0.18') I N-0 0 ID NN NN I I WW . : CO 0 LO O 00 00 0 LO 0 0 CX) NN zz I - w CJ ri N rn rn _J ww (N72° 14' 43"W) \ / [N60° 45' oo·w - 50.00' CALC] r0 w .j : [I2] LO W .j 0 PARCEL I AREA: ±570,994 SQFT ±3.28 ACRES (N61° 54' 21"W - 24.21') r 60° 02' OO r - 23.BO"- tr) 0 .j N 0 N =ltc u 0 0 0 , o w - • N co r0 tr) 0 - 00 -0 N - Z· " o O N z I 0 \f-JN 00 r0 0 - co -0 N -z 0 N z 0w - - - r0 N -0 -0 - u w -0 -0 N N 0 w 00 - . u .j w -0 N • I - 0 0 co 1'01") NN NN I I WW N 00 O LO (S600 12' 51"E - 284.45') I I 40' w 0- 0- I ii <..91 ;1 1I I I I Ct I ' 0 w w 0 I C! 'N l.j .j - I I t I 0 -0 r0o 0 0 0- - Ntrl N " (9.33') ¡ ¡ LJ <9.30'> s: I; ,co 0 0 zZ V V I • I 39.96' \Ƹ ƹ I SEE DETAIL ƺ ƻ I (N60° 46' 36"W - 273.65') \ 'e SE CORNERƼ (50.00') ,_(39•97') ;ƽ - ƾ (218•56'.) 1 I LOT 10, BLOCK 2 ƿ\ [50.00']\ [40.00'] 1 [70.00'] : -218.58 - [gj - -36"E - 328.55' / ǃ DŽ I g _ _ _ (S60° 4_6' 36"E -_328.56') Ct - - - - 1 - - - UNION PACIFIC RAILROAD g 40' I - - - - - - - - - - - - - - - - - - - - - - Dž NdžRTH RIGHT OF WAY LINE OF DETAIL CLEVELAND STREET NOT TO SCALE I I I I I I : SE CORNER \ w: : LOT 10 , ' BLOCK 2 .gg _ : . , : v , cs29° 16' 3B"w - 1.18') : (N29° 14' 1/ ' MONUMENT #15 X, I HASTE I : (0.93') (S60° 41' ll"E - 159.99') (S60° 38' 20"E - 33.78') : : . - - - - - - - - - - - 1v - - - - - - - - - - - • [ill - - - - - - - - - - - - - ' ' L. - - - - - - - - - - - - NOTE: MONUMENTS 10, II, AND 12 ARE SOUTHWEST OF THE CALCULATED NORTH LINE OF THE RAILROAD RIGHT OF WAY. I I SOT O 1935 I 05W G> fr NOTES: ST AMPING AROUND PERIMETER AND LOWER PORTION MOSTLY ILLEGIBLE. LEGEND: e FOUND "'IONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION. & CALCULATED POINT ( ) RECORD AND MEASURED DISTANCE: MCSR 39655 [ ] RECORD DISTANCE: REEL 4302, PAGE 222 - - RECORD DISTANCE: MSCR 11508 < > RECORD DISTANCE: MSCR 39477 MCSR MARION COUNTY SURVEY RECORDS YPC YELLOW PLASTIC CAP BPC BLUE PLASTIC CAP B.O.T.P. BOOK OF TOWN PLATS DOC DOCUMENT POE POINT OF ENTRY Ct CENTERLINE COMMUNITY OEVELOPMT DEPARTMENT NARRATIVE: 0 60' l I SCALE IN FEET OO[g®[g0W[g[ill JUN 2 2024 MARION COUN1Y SURVEYOR 120' ! THE PURPOSE OF THIS SURVEY IS TO CONSOLIDATE INTO ONE PARCEL ALL THAT PROPERTY DESCRIBED IN REEL 4302, PAGE 222, MARION COUNTY DEED RECORDS, IN ACCORDANCE TO CITY OF WOODBURN PLANNING CASE NUMBER DR22-06. FOUND MONUMENTATION IS ACCEPTED AS MARKING THEIR TRUE BOUNDARY POSITIONS, UNLESS OTHERWISE NOTED. THE SUBJECT PROPERTY IS BOUND ON THE NORTH BY THE SOUTH MARGINAL BOUNDARY OF YOUNG STREET, ON THE WEST BY THE EAST MARGINAL BOUNDARY OF AN UNNAMED RIGHT OF WAY, COMMONLY KNOW BY THE CITY OF WOODBURN AS JOYCE WAY, MONUMENTED ON MCSR 39655, AND ON THE SOUTH BY THE NORTH MARGINAL BOUNDARY OF THE RAILROAD RIGHT OF WAY SHOWN LOCATED BY MCSR 39477. MONUMENTATION FOR THE SUBJECT PROPERTY PREVIOUSLY ESTABLISHED BY MARION COUNTY SURVEY RECORD 39655. THE PERIMETER BOUNDARY OF THE SUBJECT PROPERTY IS DETERMINED BY CONNECTING FOUND MONUMENTATION. STARTING IN THE NORTHWEST CORNER AT MONUMENT #16 AND CONNECTING MONUMENTS #13, AND #20. THE PREVIOUSLY STATED LINES COINCIDENT WITH OTHER FOUND MONUMENTATION, SHOWN HEREON, THAT DEFINE THE PARTS DESCRIBED IN SAID DEED. BASIS OF BEARING: THE BASE BEARING OF NORTH 60°02'00" WEST BETWEEN FOUND MONUMENTS #18 AND #3 HAS BEEN ADOPTED FOR THIS SURVEY AND CONFORMS TO MCSR 11508 . FOUND MONUMENT TABLE I 2" IRON PIPE, DOWN 0.2', SET MCSR 8446 2 I" X 1/4" IRON BAR, BENT, SHOT ON POE, DOWN 0.4', SET MCSR 8446 3 3/4" IRON PIPE, UP 0.4', SET MCSR 8446 4 I" X 3/4" IRON BAR, DOWN 0.2', SET MCSR 8446 5 5/8" IRON ROD, NO CAP, FLUSH, SET MCSR 7680 6 1/2" IRON PIPE, BENT, SHOT ON POE, DOWN 1.0', SET MCSR 8446 7 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 8 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", DOWN 0.1', SET MCSR 39477 9 I" X 1/4" IRON BAR, DOWN 0.8', SET MCSR 8446 10 IRON PIPE, DOWN 0.6', SET MCSR 8446 II 1-3/4" IRON PIPE, DOWN 0.6', SET MCSR 8446 12 I" X 1/4" IRON BAR, DOWN 0.3', FOUND IN MCSR 11508 B 39477 13 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 14 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 15 2-3/4" BRASS CAP, IN MONUMENT BOX, FOUND MCSR 39477 & 34857 16 I" IRON ROD DOWN 1.0', FALLS 0.07' NORTHERLY OF SOUTH RIGHT OF WAY LINE, SET "SCHWADERS ADDITION TO WOODBURN" 17 5/8" IRON DOWN 0.5', NO CAP, FOUND MCSR 32052 18 5/8" IRON ROD WITH BPC, MARKED "LEI OREGON", FLUSH, SET MCSR 39655 19 5/8" IRON ROD WITH BPC, MARKED "LEI OREGON', FLUSH, SET MCSR 39655 20 5/8" IRON ROD WITH BPC, MARKED "LEI OREGON", FLUSH, SET MCSR 39655 21 5/8" IRON ROD WITH BPC, MARKED "LEI OREGON", FLUSH, SET MCSR 39655 L 1 ENGINEERING & SURVEYING REGISTERED OF OREGON PROJECT: 60-11 DRAWING No.: PROFl28SIONAL LAN[✓c:; ° iiili,,EYOR 2 3 2564 19TH ST. SE SALEM, OR. 97302 TEL [PHONE REDACTED] 60_11_PLA.DWG FAX [PHONE REDACTED] I -JN , 2023 CHRli'EQ'GERSON 81040 EXPIRES 12/31/2025 CLIENT: WEST COAST HOME SOLUTIONS, LLC 25030 SW PARKWAY AVE, SUITE 110 WILSONVILLE, OR 97070 DRAWN: FIELD: FIELD DATE: 6-17-2024 SCALE: 1"=60' P. HELIKSON Z. NORMAN PAGE: CALC'D: C. FOGERSON CHECKED: C. FOGERSON I OF 2 move dimensions 30' 30'