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. . I I - - - W.:99D~V,N March 28, 2024 Austin McFarland Lennar NW, LLC 11807 NE 99th Street, Suite 1170 VancouverWA,98682 Incorporate d 1 889 RE: Approval of Grading Permit GRAD 24-02 "Brighton Pointe Subdivision Phase 1" for 8708 Parr Road NE, Tax Lot 052W130001001 [on-site work only] Dear Mr. McFarland: Staff approves the Grading Permit, subject to the conditions of approval outlined in this letter. Summary of Review: This site is subject to the development standards of the Woodburn Development Ordinance (WDO). The applicant is requesting to perform on-site grading work in preparation for construction of the first phase of the Brighton Pointe subdivision (SUB 22-04). Pursuant to WDO 4.01.02, the Director shall render all Type I land use decisions. The Director's decision is the final decision of the City on a Type I application and cannot be appealed by any party through the City land use appeals process. Planning Conditions of Approval: 1. Conformance with Approved Plans: All on-site work shall be in substantial conformance with the approved grading plans. 2. DEQ: All development activity shall be in accordance with the approved Department of Environmental Quality (DEQ) 1200-C permit. The applicant shall provide to the City any modifications to the DEQ permit. 3. Other agencies: The applicant, not the City, is responsible for obtaining permits from Marion County, US Army Corps of Engineers (USACE), Oregon Department of State Lands (DSL), Oregon Department of Transportation (ODOT), and other agencies which might require approval or permit. 4. ROW: All work within City rights-of-way (ROWs) or easements within City jurisdiction shall require plan approval and permit issuance from the Public Works Department. Letter of Approval - GRAD 24-02 - Brighton Pointe Subdivision Phase 1 Page 1 of 2 ---PAGE BREAK--- Public Works Conditions of Approval: 5. The applicant shall comply with the submitted grading and erosion control plans, including measures to keep the ROW clean, protect existing catch basins around the work area, and maintain dust control measures. All catch basins around the work area shall be clean of debris and soils at all times. 6. The applicant shall continuously maintain adequate protection of all work from damage and protect the public and private property of others from injury or loss arising in connection with the work. 7. The applicant shall comply with City of Woodburn Planning Department requirements through Woodburn Development Ordinance (WDO) 5.01.04 Grading Permit. 8. Prior to starting work, contact the site inspector listed on sheet ECl {1200-C Cover Sheet) from AKS Engineering & Forestry, LLC. and provide a copy of the inspection of the erosion control to Public Works Department. 9. The applicant shall leave ROW in clean condition, free from litter and debris, at the end of each workday, or more frequently if directed by the City Inspector. 10. Sidewalk and street closures are not allowed under this permit. 11. Prior to starting work, silt fencing shall be installed around the entire perimeter of the work area. Applicant shall comply with all requirements and conditions set on their 1200C permit. 12. The applicant shall comply with the submitted Traffic Control Plan and any modifications requested by the Public Works Director. Please contact me with any questions at [PHONE REDACTED] or <[EMAIL REDACTED]>. Final decision approved by designee: Dan Handel, AICP Planner Attachment: Approved Grading, Erosion Control and Traffic Control Plans cc: Chris Kerr, Community Development Director Cole Grube, Project Engineer Dago Garcia, City Engineer Letter of Approval - GRAD 24-02 - Brighton Pointe Subdivision Phase 1 Page 2 of2 ---PAGE BREAK--- FUTURE PHASE 2 (82 LOTS) 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON 137 - LOT SUBDIVISION - TENTATIVE SUBDIVISION IMPROVEMENT PLANS TAXLOT 052W130001001 CITY OF WOODBURN, OREGON N SITE MAP N VICINITY MAP SITE SITE DATA PROJECT CONTACTS 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 COVER SHEET AND INDEX OF DRAWINGS 01 57 DRAWING INDEX ENGINEER'S NOTE TO CONTRACTOR ---PAGE BREAK--- N EXISTING CONDITIONS & DEMOLITION PLAN 04 57 EXISTING CONDITIONS PLAN 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON ---PAGE BREAK--- TR. N GRADING PLAN 07 57 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON EARTHWORK SUMMARY GENERAL NOTES: GRADING PLAN ---PAGE BREAK--- PHASE 4A 219-LOT SUBDIVISION LOCATED IN THE SW 1/4 OF SECTION 13, T.5S., R.2W., W.M. WOODBURN, OREGON EROSION AND SEDIMENT CONTROL NOTES: OWNER: PERMITEE'S SITE INSPECTOR OWNER: ENGINEER SURVEYOR CONTRACTOR LIST: GEOTECH BMP MATRIX FOR CONSTRUCTION PHASES INSPECTION FREQUENCY: 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] NARRATIVE DESCRIPTIONS PROJECT LOCATION PROPERTY DESCRIPTION DRAWING INDEX N LOCATION MAP SITE SITE BOONES FERRY RD FRONT ST STUBB RD PARR RD CORNWELL ST BOONES FERRY RD SMITH DR BEN BROWN LN CASCADE DR EVERGREEN RD FRONT ST HARVARD DR VICINITY MAP 1200-C COVER SHEET EC1 EC7 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON ---PAGE BREAK--- N EXISTING CONDITIONS, CLEARING, GRADING, EXCAVATION & EROSION & SEDIMENT CONTROL PLAN EC2 EC7 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON PRE-CONSTRUCTION, CLEARING, & DEMOLITION NOTES: 1 1 3 CONSTRUCTION NOTES: 1 2 3 4 5 LEGEND EXISTING CONDITIONS AND DEMOLITION PLAN 4 2 3 3 5 5 ---PAGE BREAK--- 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON N GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN: LEGEND 2 2 3 2 1 2 CONSTRUCTION NOTES: 1 2 3 4 5 6 STREET GRADING AND UTILITY CONSTRUCTION PLAN 2 1 STREET GRADING, UTILITY CONSTRUCTION & EROSION & SEDIMENT CONTROL PLAN EC3 EC7 2 3 3 3 2 3 2 2 2 2 2 2 4 5 6 4 5 6 4 5 6 ---PAGE BREAK--- 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON VERTICAL CONSTRUCTION PLAN 2 2 1 1 CONSTRUCTION NOTES: 1 2 3 ANTICIPATED AUTHORIZED NON-STORMWATER DISCHARGES: · · · · · · · · · · · · · · · · POLLUTION GENERATING DISCHARGES: TYPICAL VERTICAL CONSTRUCTION LOTS MAINTAIN SPECIFIC EROSION AND SEDIMENT CONTROL AS FOLLOWS: · · · · · TYPICAL HOME CONSTRUCTION LOTS SHOWING BMP MEASURES INTERIOR LOT CORNER LOT ALLEY LOT 3 3 3 VERTICAL CONSTRUCTION EROSION & SEDIMENT CONTROL MEASURES EC4 EC7 LEGEND N 2 2 3 2 2 2 2 ---PAGE BREAK--- 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON FINAL LANDSCAPING AND STABILIZATION PLAN LEGEND INTERIOR LOT CORNER LOT TYPICAL HOME CONSTRUCTION LOTS SHOWING BMP MEASURES ALLEY LOT FINAL LANDSCAPING & STABILIZATION EROSION & SEDIMENT CONTROL MEASURES EC5 EC7 N ---PAGE BREAK--- PLASTIC SHEETING OUTLET PROTECTION - RIP RAP CONSTRUCTION ENTRANCE SEDIMENT FENCE EROSION & SEDIMENT CONTROL DETAILS EC6 EC7 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON ---PAGE BREAK--- WATTLES CHECK DAM - BIO-FILTER BAGS SURFACE ROUGHENING - CAT TRACKING EROSION & SEDIMENT CONTROL DETAILS EC7 EC7 1500 VALLEY RIVER DRIVE, SUITE 100 EUGENE, OREGON 97401 TEL: (503) 746-8812 FAX: (503) 639-9592 www.emeriodesign.com BRIGHTON POINTE SUBDIVISION TAX MAP 052W13-TL 1001 MARION COUNTY WOODBURN, OREGON ---PAGE BREAK--- TWO WAY TRAFFIC WITH FLAGGERS Parr Road – T.C. Plan (55 mph) 8708 Parr Road, Woodburn, Or. 97071 Stubb Road Parr Road 500’ between signs flagger taper Construction Entrance Construction Entrance work zone work zone ---PAGE BREAK--- TM800 PCMS DETAILS TABLES, ABRUPT EDGE AND TM800.dgn 01-JUL-2022 N/A 01-JUL-2022 Freeway Use aggregate wedge when abrupt edge is 2 inches or greater. four feet wide protect longitudinal abrupt edge as shown. When paved shoulders adjacent to excavations are less than NOTES: shoulder, as far as practical. Place cart / generator / power supply off of the on 10' spacing. Use six tubular markers in shoulder taper outside shoulder, where practical. Install Flagger Station Lighting beyond the NOTES: NOTES: 2" or Greater Extg. pavement aggregate base rock Shoulder or message sign (PCMS) Portable changeable 20' 100' 4' B(III)R Temp. Plastic Drums Lighting Flagger Station 50' 10' Markers 28" Tubular Place roll-up signs in advance of barricades. plaques to the sign face using hook and loop fasteners. If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown. Continue signing and other traffic control devices "RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders. 8' B(III)R barricades with 8' B(III)L barricades and replace the If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater. or other roadway work. Use abrupt edge signing for longitudinal Abrupt edges may be created by paving, operations, excavations NOTES: GENERAL NOTES FOR ALL TCP DRAWINGS: for max. spacing. See TCD Spacing Table Temp. Plastic Drums for max. spacing. See TCD Spacing Table 28" Tubular Markers UNDER TRAFFIC UNDER CONSTRUCTION EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION PORTABLE CHANGEABLE MESSAGE LIGHTING DELINEATION FLAGGER STATION Sl. 1:3 TAPER TYPES & FORMULAS TEMPORARY BARRIER FLARE RATE TABLE TAPER FORMULA Merging (Lane Closure) Shifting Shoulder Closure Flagging (See Drg. TM850) (Termination) 3 1 "L"/3 or 50' - 100' Varies (See Drawings) 2 1 "L"/2 or the Speed from the Tables below: Use Pre-Construction Posted Speed to select For Lane closures where W < 10', use value for W = 10'. NOTES: Limit spacing adjustments to 30% of the dimension for all speeds. When necessary, sign spacing may be adjusted to fit site conditions. Place traffic control devices on 10 ft. spacing for intersection and access radii. NOTES: SPEED (mph) MINIMUM FLARE RATE M I N I M U M L E N G T H S T A B L E VALUE FOR TAPERS (ft) BUFFER (ft) W = Lane or Shoulder Width being closed or shifted 20:1 19:1 18:1 16:1 14:1 12:1 10:1 9:1 8:1 FREEWAYS 70 65 60 55 70 65 60 55 50 45 40 35 30 25 1000 1000 1000 1000 700 650 600 550 500 450 265 205 [PHONE REDACTED] 1000 1000 1000 840 780 720 660 600 540 320 245 [PHONE REDACTED] 1000 1000 1000 980 910 840 770 700 630 375 285 [PHONE REDACTED] 1000 1000 1000 1000 1000 960 880 800 720 430 325 240 165 365 325 285 250 365 325 285 250 210 180 150 125 100 75 SPEED (mph) W = 12 W = 14 W = 16 TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE 20 - 30 35 - 40 45 - 55 60 - 70 700 500 350 100 100 350 [PHONE REDACTED] 1000 2640 700 500 350 100 20 20 40 40 40 Device Spacing (ft) Max. Channelizing Sign Spacing (ft) SPEED (mph) A B C CW21-8A (As noted) 36x18 CW21-7 (Mount on TSS) (As needed) 42x18 CW21-8C OR CW21-9 Plaques CW21-9 Abrupt edge 8' B(III)R 8' B(III)R mi. 4 1 mi. 4 1 mi. 4 1 EDGE ABRUPT RIGHT LEFT (Roll-up sign) (As needed) EDGE ABRUPT 32x11 32x11 32x11 CENTER RIGHT LEFT 10 ≤ W 70 65 60 55 50 45 40 35 30 ≤ W/60, S = Speed, W=Width S 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use value for W = 10' or calculate using 2 TYPICAL ABRUPT EDGE DELINEATION Smart Work Zone Systems Portable Traffic Signals Detail as shown is used for trailered and non-crashworthy components of: barricade may be omitted when PCMS is placed behind a roadside barrier. Use six drums in shoulder taper on 20' spacing. The drums and Left shoulder, use Type B(III)L Right shoulder, use Type B(III)R Use the appropriate type of barricade panels for PCMS location. Install PCMS beyond the outside shoulder, when possible. To be accompanied by Dwg. Nos. TM820 & TM821. Flaggers, Traffic Control Measures, or as directed. Coordinate and control pedestrian movements through a Temporary Accessible Route using Combine drawing details to complete temporary traffic control for each work activity. Do not locate sign supports in locations designated for bicycle or pedestrian traffic. High speed highways have a pre-construction posted speed of 45 mph or higher. Low speed highways have a pre-construction posted speed of 40 mph or less. All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area. All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36". background of all temporary warning signs. Use fluorescent orange sheeting for the All signs are 48" x 48" unless otherwise shown. to indicate traffic movements. Arrows shown in roadway are directional arrows sequential arrow boards. Place a barricade approx. 20' ahead of all shown are the minimum required. Signs and other Traffic Control Devices (TCD) 07-2022 Added a note for TPARs the current Oregon Standard Specifications. All materials shall be in accordance with DATE REVISION DESCRIPTION OREGON STANDARD DRAWINGS 2021 DATE SDR BOOK NO. CALC. Effective Date: June 1, 2023 - November 30, 2023 Professional Engineer. first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with Standard Drawing, while The selection and use of this