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CITY OF WOODBURN COMMUNITY DEVELOPMENT MEMORANDUM 270 Montgomery Street Woodburn, Oregon 97071 Phone (503) 982-5246 Fax (503) 982-5244 Date: June 8, 2020 To: Dago Garcia, P.E., City Engineer Cc: Chris Kerr, AICP, Community Development Director Roy Hankins, PE, Emerio Design From: Colin Cortes, AICP, CNU-A, Senior Planner Subject: Planning Division review comments on original / 1st submittal of civil engineering plans for Smith Creek Development Phase 3B Summary Planning Division requests revisions and re-submittal by the applicant. Revisions The applicant needs to revise or clarify as follows: A. Crosswalk treatments: Sheet 3: Stamped concrete crosswalks typical section; and Sheet 16: Curb return details 7, 9, 10, & 12: The information is too vague to indicate pavement stamping/treatment, color, and pattern in conformance to the attached excerpted memo I’d sent Stafford Land Co. in August 2019 in response to a request to staff to direct on these topics when the issue first arose for Smith Creek through Phase 1A civil engineering plans. Revise at least Sheet 3 to indicate conformance with the memo by providing any of notes, diagrams, and images. The excerpted memo is Attachment 1. ---PAGE BREAK--- Smith Creek Ph. 3B civil engineering plans (original/1st submittal April 2020) 6/08/2020 2 B. Easement for Killian Spring Drive on church property: Sheet 4: I recall that in the last two to three years Morgan Will of Stafford mentioned that St. Mary’s Episcopal Church (1560 W. Hayes St; Tax Lot 051W07CC07100) had granted an easement on its property for its 46-ft wide portion of Killian Spring Drive. Additionally, Smith Creek Development Exhibit P (2018; Attachment 2) labeled “46’ ROW deeded & 5’ PUE granted”. However, I see no indication in City GIS or on the County tax map. (I know a tax map isn’t a plat or survey, but tax maps delineate and label some easements.) Also – and most important – the applicant having submitted Phase 3B civil engineering plans assumes that construction can meet Smith Creek Development Final Order Condition T-A3 because the applicant acquired some legal right to build Killian Spring where it overlaps the church property. If there isn’t such easement, confirm and explain in a note on Sheet 4 and explain how the applicant would resolve the situation to meet the condition; if there is such easement or other legal mechanism allowing for Killian Spring to overlap the church property, revise Sheet 4 with a note or notes – including reference to the Marion County reel/volume and page numbers – to indicate and revise the drawing to delineate the extent of territory that the easement or legal mechanism covers. Also provide a copy of the recorded document. C. ROW for Killian Spring on school property: Sheet 4: I understand that the Woodburn School District dedicated ROW to the City for the school portion of Killian Spring Drive: 20 ft wide plus curvature at the intersection with W. Hayes Street per the Exhibit P, as well as a public utility easement (PUE), as a result of Conditional Use CU 2019-05 final decision Condition C1a. Revise the bold dark gray dashed line, which suggests a tentative state, for the west side of tentative Killian Spring to indicate that ROW and PUE already exist. D. Driveway: Sheets 10, 20, & 25: The sheets that show driveway context are missing one of two driveways along Killian Spring Drive on the Nellie Muir E.S. property. They show the north one, but not the south one. Per the CU 2019-05 civil plans Sheets C2.00 & C2.02 (Attachment 3) there are two drive aisles that, as the City and the school district plan, will be truncated with two driveways upon construction of Killian Spring Drive upon, which would remove the allowed, now-interim private improvements within the 20-ft ROW that the district dedicated. ---PAGE BREAK--- Smith Creek Ph. 3B civil engineering plans (original/1st submittal April 2020) 6/08/2020 3 Because it makes perfect sense to build Killian Spring once incorporating driveway approaches / aprons / curb cuts as planned, revise at least Sheet 10 to illustrate and note the south driveway along with the north one and Sheet 20 to illustrate the south driveway along with the north one. Revise Sheet 25 (street tree plan) to account for displacement by the south driveway of a tree or trees. (Note: There appears to be room to the north, and trees are permissible above vision clearance area if planted and pruned 7 ft above grade per Woodburn Development Ordinance 3.03.06C.1.) E. (Note: This item is optional.) Killian common area street trees: Along the Killian frontage of the common area tracts next to and south of Nellie Muir E.S., where there would be no driveways, staff kindly requests additional street trees equaling 1:30 average instead of 1:50 average. Next Steps: The applicant will include a dated cover letter to my attention referencing the civil engineering plans file number (if any), re-submittal date, project name, and phase, citing each revision item by letter/number, and for each item directing staff to the applicable and specific plan sheet or document and page number. When you receive a 2nd submittal / 1st revised submittal, please notify me and provide a PDF and print copy of the materials and specify a desired due date for review comments. Attachment(s): 1. Specified colors and patterns: Excerpt of Aug. 23, 2019 memo and its Attachment 1C (6 pages) 2. Smith Creek Development Exhibit P [Killian Spring] (2018) 3. Nellie Muir E.S. CU 2019-05 Sheets C2.00 & C2.02 (2019) 4. Civil engineering plan set (original submittal, April 13, 2020; 31 sheets) Feel free to contact me at [PHONE REDACTED] or <[EMAIL REDACTED]>. ---PAGE BREAK--- CITY OF WOODBURN COMMUNITY DEVELOPMENT MEMORANDUM 270 Montgomery Street Woodburn, Oregon 97071 Phone (503) 982-5246 Fax (503) 982-5244 Date: August 23, 2019 To: Dago Garcia, P.E., City Engineer Cc: Chris Kerr, AICP, Community Development Director Eric Liljequist, P.E., Public Works Director Morgan Will, Development Manager, Stafford Land Co. Roy Hankins, PE, Emerio Design From: Colin Cortes, AICP, CNU-A, Senior Planner Subject: Planning Division comments on civil engineering plans third submittal for Smith Creek Development Phase 1A at 690 Ben Brown Ln (Tax Lot 052W13 00106) Summary Planning Division staff reviewed the copy of the civil engineering plans that Stafford Land Co. submitted to Public Works in June 2019 as third submittal. Planning and Public Works staff met August 22 to discuss a draft response and determine that the plans remain in need of additional information and revisions. Staff added lettering in brackets to distinguish each item. What follows is a list of needed revisions and additional information. Provide a cover or transmittal letter identifying the specific sheet number or numbers that contain the revisions addressing each item. The legend for table symbols is as follows: No longer an outstanding item Dropped by staff and no longer an issue Outstanding item Deferral and/or Contextual info Attachment 1 Page 1 of 6 ---PAGE BREAK--- Planning Division Comments Items [May 2019 First Submittal] Comments Conditions/Notes Applicant Narrative Response June 2019 Staff Response City stormwater tract The divisions need civil engineering plans for the City stormwater tract along as well as those of Phase 1A for Planning Division holistic review and comparison with the final order conditions of approval. For example, the tract civil plans would address among other items deferred from grading permit GRAD 2019-03 incompleteness Item T and its table. (Planning has yet to receive a written response to the GRAD incompleteness letter.) Various including PUD-4 54) & T-BP2 62) Civil engineering plans for planned improvements in the City’s Tax Lot 4100 were submitted to public works by separate application. The trail shown on those plans meets the standards under COA PUD-4 and COA T-BP2. See response letter provided for Grading Permit 2018-03. Receipt of civil engineering plans for the City stormwater tract acknowledged. See August 13 memo. Scale Scale: Staff received ledger (11 x 17 inch) copies. The cover sheet notes that, “These plans are full sized on 22”x 34” paper, if 11”x17” scale accordingly”. Staff needs plan size (24 x 36 inch) copies to be able to scale items at the native scale of the drawings. Submit at least three copies for Planning. n/a These civil plans were submitted as required by Public Works staff as review copies. Full size plans will be submitted for final stamped approval when requested by Public Works staff. Dropped. Treatments Provide details regarding the treated crossings and intersections and the speed tables. What are the materials, dye(s)/color(s), and pattern(s) of the treatments? Provide Ben Brown (BB) & Kirskey, S/SW leg with the conditioned treated crosswalk. What are the speed table treatments, heights and ramp slopes and extents? Revise sheets including Sheet 36 Details 23 & 26. PUD-10 58) The Applicant’s engineer has provided the City Engineer in a 2nd Phase 1A plan submittal with specifics on crossing treatments for engineering review and determination if treatments will meet with City standards and ADA standards, or need to be modified accordingly. Upon planning review of City Engineer improved plans the Applicant seeks confirmation that the plans are substantially conforming to the intent of the crossing treatments as all preliminary elements proposed by the applicant may not be approved for final construction by the City Engineer exactly. No sheet appears to identify speed table heights and ramp slopes. Provide a specific plan sheet for this topic of treatments and revise the plan cover sheet drawing index to list this sheet. Thank you for the color and stamped pattern vendor catalog information submitted in May. In response, see Attachments 1C & 1P for the specified colors and to choose from among the small palette of patterns established by staff. Curb ramps: number Certain intersections are missing curb ramps: Ben Brown (BB) & Simon, NW [Sheet 11] BB & Stoller, NW [Sheet 11] BB & Killian Spring (KS), E/NE Staff error: correct to “BB & Kirksey St, E/NE (Sheet 12)” BB & Thomas, SW [Sheet 12] BB & Mattson, SW [Sheet 12] Ostrom &Thomas, SW [Sheet 12] Oregon Revised Statutes (ORS) 801.220 and in turn 810.200 and 801.320, i.e. every intersection leg is a crosswalk and so T- intersections need The number and location of curb ramps will be as shown on plans and as approved with the application to avoid conflicts with approved private driveways from approve lots. Number and placements: Why would public infrastructure, particularly ADA curb ramps, be designed to subordinate to private improvements that don’t exist? Is staff in error applying statute? The Smith Creek Exhibit C-8 series submitted as part of the land use approval did not mean the ---PAGE BREAK--- Trail Crossings (Mainline and North) Path/Other Crossing Legs Middle of Treated Intersections Pattern Any one choice among: Any one choice among: Any one choice among: Cut Stone Cobble Herringbone Paver Herringbone Paver Old Cobble Stone Herringbone Used Brick European Cobble Curved Tool Hexagon Italian Slate Running Bond Used Brick Radius Cobble Stone Dye Color Willow Green 5376 Brick Red 160 Harvest Gold 5084 8/22/2019 Attachment 1C Attachment 1 Page 3 of 6 ---PAGE BREAK--- Attachment 1P ---PAGE BREAK--- ---PAGE BREAK--- Attachment 1 Page 6 of 6 ---PAGE BREAK--- Hayes-KSP, 9/5/2018 2:29:34 PM EXHIBIT P Attachment 2 ---PAGE BREAK--- 5002 5003 5004 5005 5006 5007 5008 5009 5010 5011 5016 5022 5023 5024 5025 5026 5035 5036 5038 5039 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5060 5075 5076 2 3 4 5 6 7 A B C D E F G 11/15/2006 1:40:30 PM Drawing Title: Date : Drawn By : Revised : Project No. Stamp Sheet No. of BLRB ARCHITECTS, P.S. 1 H 8 1748P NELLIE MUIR ELEMENTARY SCHOOL LAND USE REVIEW SET WOODBURN SCHOOL DISTRICT DRAWING REVISIONS Humber Design Group, Inc. Portland, OR [PHONE REDACTED] 06/21/2019 MWH/RXN/ACX PRELIMINARY - NOT FOR CONSTRUCTION 08/21/2019 LAND USE REVISION 1 08/21/2019 WOODBURN SCHOOL DISTRICT LAYOUT AND PAVING PLAN OVERALL C2.00 Attachment 3 Sheet 1 of 2 ---PAGE BREAK--- 5007 5008 5009 5010 5011 5016 5022 5023 5024 5025 5026 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5075 5076 2 3 4 5 6 7 A B C D E F G 11/15/2006 1:40:30 PM Drawing Title: Date : Drawn By : Revised : Project No. Stamp Sheet No. of BLRB ARCHITECTS, P.S. 1 H 8 1748P NELLIE MUIR ELEMENTARY SCHOOL LAND USE REVIEW SET WOODBURN SCHOOL DISTRICT DRAWING REVISIONS Humber Design Group, Inc. Portland, OR [PHONE REDACTED] 06/21/2019 MWH/RXN/ACX PRELIMINARY - NOT FOR CONSTRUCTION 08/21/2019 LAND USE REVISION 1 08/21/2019 WOODBURN SCHOOL DISTRICT LAYOUT AND PAVING PLAN SOUTH C2.02 Attachment 3 Sheet 2 of 2 ---PAGE BREAK--- 2 3 4 6 1 43 8 5 7 9 44 42 38 39 35 40 41 37 21 17 33 16 20 19 12 15 18 10 34 22 11 23 25 13 24 14 30 32 26 31 29 28 27 45 TRACT TRACT 36 COVER SHEET AND INDEX OF DRAWINGS 01 Dig Safely. Call the Oregon One-Call Center DIAL 811 or 1-[PHONE REDACTED] Dig Safely. Call the Oregon One-Call Center DIAL 811 or 1-[PHONE REDACTED] VERTICAL DATUM SITE MAP PROJECT CONTACTS IMPERVIOUS AREA SUMMARY SITE DATA VICINITY MAP N N 45-LOT SUBDIVISION TAX MAP 052W13-TL100 WOODBURN, OREGON 1"=1500' STUBB RD PARR RD SITE CORNWELL ST BOONES FERRY RD SMITH DR BEN BROWN LN CASCADE DR EVERGREEN RD FRONT ST HARVARD DR PAPER SCALE NOTE SMITH CREEK PHASE 3B SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION Attachment 4 ---PAGE BREAK--- LEGEND: CONSTRUCTION NOTES & LEGEND 02 GENERAL NOTES GRADING, PAVING & DRAINAGE NOTES PIPED UTILITIES WATER LINES STORM DRAINS SANITARY SEWERS ROOF DRAINS EXISTING UTILITIES & FACILITIES GENERAL NOTE 3A SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- KILLIAN SPRING PARKWAY - TYPICAL SECTION TYPICAL STREET SECTIONS 03 DESANTIS DRIVE, AUSTIN AVENUE, YVONNE STREET, CORNWELL STREET, LANA DRIVE, RITA DRIVE - TYPICAL SECTION TYPICAL SECTION NOTES: 1 STAMPED CONCRETE CROSSWALKS - TYPICAL SECTION SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- N EXISTING CONDITIONS AND DEMOLITION PLAN 04 LEGEND SURVEY NOTES: DEMOLITION NOTES: 1 2 3 4 5 6 7 8 9 1 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION 8 4 5 6 7 8 8 8 8 8 8 8 4 7 7 7 7 7 7 9 2 6 ---PAGE BREAK--- 2 3 4 6 1 43 8 5 7 9 44 42 38 39 35 40 41 37 21 17 33 16 20 19 12 15 18 10 34 22 11 23 25 13 24 14 30 32 26 31 29 28 27 45 TRACT TRACT 36 N PRELIMINARY PLAT 05 CONSTRUCTION NOTES: 1 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- 42 38 39 35 40 41 37 21 17 33 16 20 19 12 15 18 10 34 22 11 23 25 13 24 14 30 32 26 31 29 28 27 TRACT 36 2 3 4 6 1 43 8 5 7 9 44 42 38 39 40 41 37 45 TRACT TRACT 7 8 9 11 10 12 13 COMPOSITE UTILITY PLAN 06 N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- 2 3 4 6 1 43 8 5 7 9 44 42 38 39 35 40 41 37 21 17 33 16 20 19 12 15 18 10 34 22 11 23 25 13 24 14 30 32 26 31 29 28 27 45 36 N GRADING PLAN 07 EARTHWORK SUMMARY GENERAL NOTES: SETBACK LIMITATIONS LEGEND SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- 2 3 4 6 1 43 8 5 7 9 44 42 45 3 4 5 6 2 1 1 4 3 5 6 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 KILLIAN SPRING & SD-03 STA 38+00 TO 44+50 PLAN & PROFILE 08 KILLIAN SPRING PARKWAY & STORM SD-03 PLAN STA 38+00 TO 44+50 PLAN KILLIAN SPRING PARKWAY & STORM SD-03 STA 38+00 TO 44+50 PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- TRACT A" 42 38 39 35 40 41 37 2 20 19 18 36 7 8 9 4 5 6 3 1 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 KILLIAN SPRING & SD-03 STA 44+50 TO 51+50 PLAN & PROFILE 09 KILLIAN SPRING PARKWAY & STORM SD-03 STA 44+50 TO 51+50 PLAN KILLIAN SPRING PARKWAY & STORM SD-03 STA 44+50 TO 51+50 PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- 19 1 10 10 6 11 12 5 4 1 2 3 3 7 7 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 7 KILLIAN SPRING & SD-03 STA 51+50 TO 58+00 PLAN & PROFILE 10 KILLIAN SPRING PARKWAY & STORM SD-08 STA 51+50 TO 58+00 PLAN KILLIAN SPRING PARKWAY & STORM SD-08 STA 51+50 TO 58+00 PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- 3 8 7 9 42 4 4 5 6 5 3 6 1 7 2 3 4 1 44 45 3 2 1 4 3 5 1 6 7 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 7 LANA DR, RITA DR, & STORM SD-03 PLAN AND PROFILE 11 LANA DRIVE & STORM SD-03 STA 9+50 TO 12+00 PLAN LANA DRIVE & STORM SD-03 STA 9+50 TO 12+00 PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION RITA DRIVE & STORM SD-03 STA 9+50 TO 12+00 PLAN RITA DRIVE & STORM SD-03 STA 9+50 TO 12+50 PROFILE ---PAGE BREAK--- 17 16 19 12 15 18 10 11 13 14 1 10 11 12 6 5 4 3 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 DESANTIS DR & STORM SD-08 PLAN AND PROFILE 12 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION DESANTIS DR & STORM SD-08 STA 9+50 TO 14+00 PLAN DESANTIS DR & STORM SD-08 STA 9+50 TO 14+00 PROFILE ---PAGE BREAK--- 35 37 21 33 20 34 22 23 25 24 30 26 31 36 7 9 8 13 15 14 16 18 17 5 4 1 6 3 7 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 7 AUSTIN AVE & STORM SD-09 9+50 TO 16+00 PLAN & PROFILE 13 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION AUSTIN AVE & STORM SD-09 STA 9+50 TO 16+00 PLAN AUSTIN AVE & STORM SD-09 STA 9+50 TOO 16+00 PROFILE ---PAGE BREAK--- 30 26 29 28 27 18 16 17 1 4 3 6 5 7 33 32 31 16 15 4 1 6 3 5 7 CATCH BASIN DATA TABLE GENERAL NOTES: CONSTRUCTION NOTES: 1 2 3 4 5 6 7 YVONNE ST, CORNWELL ST & STORM SD-09 PLAN AND PROFILE 14 CORNWELL ST & STORM SD-09 STA 19+50 TO 21+50 PLAN CORNWELL ST & STORM SD-09 STA 19+50 TO 21+50 PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION YVONNE ST & STORM SD-09 STA 13+50 TO 16+00 PLAN YVONNE ST & STORM SD-09 STA 13+50 TO 16+00 PROFILE ---PAGE BREAK--- CURB RETURN DETAILS 15 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION CURB RETURN - SE CORNER OF KILLIAN AND RITA CURB RETURN - NE CORNER OF KILLIAN AND RITA CURB RETURN - W CORNER OF KILLIAN AND LANA CURB RETURN - W CORNER OF KILLIAN AND RITA CURB RETURN - SE CORNER OF KILLIAN AND LANA CURB RETURN - NE CORNER OF KILLIAN AND LANA 1 N 2 3 4 5 6 N N N N N ---PAGE BREAK--- CURB RETURN DETAILS 16 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION CURB RETURN - S CORNER OF KILLIAN AND AUSTIN CURB RETURN - NE CORNER OF KILLIAN AND AUSTIN CURB RETURN - SE CORNER OF KILLIAN AND DESANTIS CURB RETURN - NW CORNER OF KILLIAN AND AUSTIN CURB RETURN - NE CORNER OF KILLIAN AND DESANTIS CURB RETURN - W CORNER OF KILLIAN AND DESANTIS 7 N 8 9 10 11 12 N N N N N ---PAGE BREAK--- CURB RETURN DETAILS 17 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION CURB RETURN - SW CORNER OF AUSTIN AND YVONNE CURB RETURN - N CORNER OF AUSTIN AND YVONNE CURB RETURN - SW CORNER OF AUSTIN AND CORNWELL CURB RETURN - SE CORNER OF AUSTIN AND YVONNE CURB RETURN - N CORNER OF AUSTIN AND CORNWELL CURB RETURN - SE CORNER OF AUSTIN AND CORNWELL 13 N 14 15 16 17 18 N N N N N ---PAGE BREAK--- 2 3 4 6 1 43 8 5 7 9 44 42 45 1 3 2 4 5 SANITARY SEWER LATERAL TABLE SANITARY SS-U STA 38+00 TO 44+00 & WATER LINE PLAN & PROFILE 18 SANITARY SS-U STA 38+00 TO STA 44+00 & WATER LINE PLAN N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION SANITARY SS-U STA 38+00 TO STA 44+00 & WATER LINE PROFILE CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- TRACT A" 42 38 39 35 40 41 37 2 20 19 18 36 1 3 2 SANITARY SEWER LATERAL TABLE SANITARY SS-U STA 44+00 TO 51+50 & WATER LINE PLAN & PROFILE 19 SANITARY SS-U STA 44+00 TO STA 51+50 & WATER LINE PROFILE N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION SANITARY SS-U STA 44+00 TO STA 51+50 & WATER LINE PLAN CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 19 10 KILLIAN SPRING STA 51+50 TO 58+00 & WATER LINE PLAN & PROFILE 20 KILLIAN SPRING STA 51+50 TO 58+00 & WATER LINE PLAN N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION KILLIAN SPRING STA 51+50 TO 58+00 & WATER LINE PROFILE CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 6 43 8 7 9 42 1 3 2 2 3 4 1 44 45 1 2 SANITARY SEWER LATERAL TABLE RITA DR, SANITARY SS-E & WATER LINE PLAN & PROFILE 21 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION RITA DRIVE STA 9+50 TO STA 12+00 WATER LINE PLAN RITA DRIVE STA 9+50 TO STA 12+00 WATER LINE PROFILE SANITARY SS-E STA 9+50 TO STA 12+00 & WATER LINE PLAN SANITARY SS-E STA 9+50 TO STA 12+00 & WATER LINE PROFILE CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 17 16 19 12 15 18 10 11 13 14 1 3 2 SANITARY SEWER LATERAL TABLE SANITARY SS-A STA 9+50 TO 14+00 & WATER LINE PLAN & PROFILE 22 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION SANITARY SS-A STA 9+50 TO 14+00 & WATER LINE PLAN SANITARY SS-A STA 9+50 TO 14+00 & WATER LINE PROFILE CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 35 21 33 20 34 22 23 25 24 30 26 31 36 1 3 2 5 SANITARY SEWER LATERAL TABLE SANITARY SS-B STA 9+50 TO 16+00 & WATER LINE PLAN & PROFILE 23 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION SANITARY SS-B STA 9+50 TO 16+00 & WATER LINE PLAN SANITARY SS-B STA 9+50 TO 16+00 & WATER LINE PROFILE CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 25 24 30 26 29 28 27 1 2 3 21 33 22 23 32 31 1 2 3 SANITARY SEWER LATERAL TABLE SANITARY SS-C AND SS-D & WATER LINE PLAN & PROFILE 24 N KEY MAP N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION SANITARY SS-D STA 14+00 TO 16+00 & WATER LINE PLAN SANITARY SS-C STA 20+00 TO 22+50 & WATER LINE PLAN SANITARY SS-D STA 14+00 TO 16+00 & WATER LINE PLAN SANITARY SS-C STA 20+00 TO 22+50 & WATER LINE PLAN CONSTRUCTION NOTES: 1 2 3 4 5 6 GENERAL NOTES: ---PAGE BREAK--- 42 38 39 35 40 41 37 21 17 33 16 20 19 12 15 18 10 34 22 11 23 25 13 24 14 30 32 26 31 29 28 27 TRACT 36 4 4 4 4 6 6 6 6 2 2 1 2 1 2 1 2 1 SEB SEB 3 2 3 4 6 1 43 8 5 7 9 44 42 38 39 40 41 37 45 TRACT TRACT 9 11 10 12 13 SEB 4 4 6 6 2 1 2 1 SEB STREET SIGNAGE STRIPING & STREET TREE PLAN 25 N SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 1 2 4 TREE PLANTING NOTES: SPEED LIMIT 25 3 6 PARKING FIRE LANE NO TOW AWAY ZONE ORS 98.810 PARKING FIRE LANE NO TOW AWAY ZONE ORS 98.810 PARKING FIRE LANE NO TOW AWAY ZONE ORS 98.810 NPL NPR NPA SEB ---PAGE BREAK--- STREET SIGNAGE DETAILS 26 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- CONSTRUCTION DETAILS 27 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- CONSTRUCTION DETAILS 28 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- CONSTRUCTION DETAILS 29 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- CONSTRUCTION DETAILS 30 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION ---PAGE BREAK--- CONSTRUCTION DETAILS 31 SMITH CREEK - PHASE 3B TAX MAP 052W13-TL 100 WOODBURN, OREGON 471-001 31 NOT FOR CONSTRUCTION