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Letter of Approval – GRAD 23-12 – Boones Crossing Phase 6 Subdivision Page 1 of 2 August 4, 2023 Eugene Labunsky 25030 SW Parkway Ave Suite 110 Wilsonville OR, 97070 RE: Approval of Grading Permit GRAD 23-12 “Boones Crossing Phase 6” for Tax Lot 051W18C001405 [on-site work only] Dear Mr. Labunsky: 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 94-units of multifamily townhomes (DR 22-18). 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. ---PAGE BREAK--- Letter of Approval – GRAD 23-12 – Boones Crossing Phase 6 Subdivision Page 2 of 2 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, to 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. Construction access shall be through South Boones Ferry Road only. 9. Prior to starting work, contact the site inspector listed on sheet ER1 (1200-C Cover Sheet) from Point Environmental, and provide a copy of the inspection of the erosion control to Public Works Department. 10. 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. 11. Sidewalk and street closures are not allowed under this permit. 12. 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. 13. The applicant shall comply with submitted Traffic Control Plan. Final decision approved by designee: Heidi Hinshaw Associate Planner [PHONE REDACTED] [EMAIL REDACTED] Enclosure: Approved Grading, Erosion Control and Traffic Control Plans cc: Chris Kerr, Community Development Director Curtis Stultz, Public Works Director Dago Garcia, PE, City Engineer file: GRAD 23-12 ---PAGE BREAK--- Department of Environmental Quality Water Quality Kate Brown, Governor August 22, 2022 Maxwell Hooley Alex Labunsky 650 SW 150th Ave Oregon City, Oregon 97045 Re: 1200-C National Pollutant Discharge Elimination System (NPDES) Registration Permit/PLC No.: NGEN12C-ORR10H409 Project Location: Boones Ferry Rd., Woodburn Marion County Dear Maxwell Hooley: The Oregon Department of Environmental Quality (DEQ) has reviewed your application and approved your registration for coverage under the NPDES Construction Stormwater Discharge Permit 1200-C (permit). As the registrant, you are legally responsible for compliance with all permit conditions. See this link for a copy of the permit, technical assistance, and all relevant permit forms. Registrant Obligations • Comply with all permit conditions. DEQ strongly recommends that you read the permit. • Fully implement your Erosion and Sediment Control Plan (ESCP). You may need to modify site control measures as site conditions change. • Ensure that all appropriate contractors hired by you to implement the permit on your behalf have a copy of the ESCP and the permit. Keep a list of all contractors working on your site along with their contact information. • Notify DEQ of significant projects changes, including ESCP revisions, inspectors, or project ownership changes. • Perform & document visual monitoring according to Schedule B of the permit by a certified erosion and sediment control person. • Terminate coverage at the end of the project. You will be charged an annual registration fee until registration is terminated. The permit does not authorize excavation or fill in state waterways, including wetlands, and does not replace the requirement for receiving authorization to do this type of work under Section 404 of the Clean Water Act. If the authorized activity involves earthmoving in a known or suspected wetland condition you must contact the Department of State Lands at [PHONE REDACTED] if you are west of the Cascades, or 541- 388-6112 if you are east of the Cascades, and request a wetland determination prior to earth moving. The construction stormwater general permit, technical assistance manuals and other information is also available on DEQ Stormwater Program’s website. Sincerely, DEQ Stormwater Permitting Program ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-1 LEI ER-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 NO SCALE 1200C EROSION CONTROL COVER ER-1 01 OF 08 LOCATION PROJECT MASS UTILITY STREET FINAL CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION EROSION PREVENTION PRESERVE NATURAL VEGETATION GROUND COVER HYDRAULIC APPLICATIONS PLASTIC SHEETING MATTING DUST CONTROL X X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) X X X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION X X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE X X X PIPE SLOPE DRAIN X X OUTLET PROTECTION SURFACE ROUGHENING CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X HAZ WASTE MGMT X X X X X SPILL KIT ON-SITE X X X X X CONCRETE WASHOUT AREA X X X X X OTHER: NATURAL BUFFER ENCROACHMENT X X X BOONES FERRY RD PARR RD project location UNION PACIFIC RAILROAD ---PAGE BREAK--- 1' CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-2 LEI ER-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 NO SCALE 1200C NOTES ER-2 02 OF 08 ’ ’ ’ ℄ STREET/ROW ROW PL BIKE LANE SOUTHBOUND LANE TURN LANE NORTHBOUND LANE BIKE LANE PLANTER STRIP CROWN OF STREET 30' 37' 48' 12.0' 6.0' 12.0' 12.0' 6.0' 6.0' 6.0' SIDEWALK BOONES FERRY ROAD TYPICAL SECTION (NOT TO SCALE) 67' ROW PL ROADWAY PLANTER STRIP 21.0' 7.0' SIDEWALK SOUTH ARTERIAL TYPICAL SECTION (NOT TO SCALE) 4.0' 5.0' 1' PL 38' ROW 6.0' ---PAGE BREAK--- 195 195 196 196 197 197 198 197 196 195 195 195 196 197 198 199 199 198 198 199 194 197 195 197 194 195 197 198 198 199 CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-3 LEI ER-3 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 1" = 60' 1200C DEMOLITION, CLEARING, GRADING, EXCAVATING, AND LAND DEVELOPMENT ER-3 03 OF 08 CONSTRUCTION NOTES: SCALE IN FEET 0 60' 120' CONTRACTOR SHALL CONSTRUCT STANDARD CONSTRUCTION ENTRANCE, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING RD-1000, SHOWN ON SHEET ER-7 . CONTRACTOR SHALL CONSTRUCT SEDIMENT FENCING, AS SHOWN, PURSUANT TO ODOT COUNTY STANDARD DRAWING RD-1040 SHOWN ON SHEET ER-7. CONTRACTOR SHALL CONSTRUCT CONCRETE TRUCK WASHOUT, AS SHOWN, PURSUANT TO ODOT COUNTY STANDARD DRAWING RD-1070 SHOWN ON SHEET ER-7. CONTRACTOR SHALL INSTALL TYPE 4 BIOFILTER BAGS FOR CATCH BASIN, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING RD-1015 SHOWN ON SHEET ER-7. NOTE: GRUBBING SHALL OCCUR AS NECESSARY, AND IN THE GENERAL AREA OF CONSTRUCTION ACTIVITIES, TO REMOVE ORGANIC MATERIALS PRIOR TO CONSTRUCTION. CE SF TW BB BOONES FERRY RD EXISTING STORMWATER FACILITY TW TW CE CE CE SF SF SF SF SF SF BB BB BB BB BB ASSUMED DIRECTION OF GENERAL STORM WATER FLOW: SLOPE 0.2% AUTUMN BLVD SPRING BLVD SOUTH ARTERIAL IRIS ST SANITARY FACILITIES STAGING AREA/ STOCK PILE AREA POLLUTANT STORAGE LOCATION TW ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-4 LEI ER-4 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 1" = 60' 1200C STREET AND UTILITIES ER-4 04 OF 08 CONSTRUCTION NOTES: CONSTRUCTION ENTRANCE, REFERENCE SHEET ER-7. SEDIMENT FENCE, REFERENCE SHEET ER-7. CONCRETE TRUCK WASH, REFERENCE SHEET ER-7. BIOFILTER BAGS, REFERENCE SHEET ER-7. CHECK DAM, REFERENCE SHEET ER-8. AREA OF GROUND DISTURBANE: ON-SITE ROAD CONSTRUCTION AREA OF GROUND DISTURBANCE: PUBLIC ROW CONSTRUCTION AREA OF GROUND DISTURBANCE: CONCRETE SIDEWALK CONSTRUCTION CONSTRUCTED UTILITIES: STORM WATER CONVEYANCE PIPE CONSTRUCTED UTILITIES: WATER CONVEYANCE PIPE CONSTRUCTED UTILITIES: SANITARY SEWER CONCEYANCE PIPE CE SF TW BB CD OR PR CW SD WL SS SANITARY FACILITIES STAGING AREA/ STOCK PILE AREA POLLUTANT STORAGE LOCATION SCALE IN FEET 0 60' 120' BOONES FERRY RD EXISTING STORMWATER FACILITY TW TW CE CE CE SF SF SF SF SF SF BB BB BB BB BB AUTUMN BLVD SPRING BLVD SOUTH ARTERIAL IRIS ST SF CW CW CW CW CW CW PR PR PR SS SS SS SD SD SD WL WL WL WL WL CW CW SD PR BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB WL SD STORM WATER DETENTION SD SD SS WL WL WL WL SD SS CW SD CW CW CW CW CW CW CW CW WL WL WL SS SS SD SD SD SS SS WL CW CW CW CW WL CW WL WL SS WL WL WL WL CW CW WL CW CW WL CW SS WL WL SS SS SS PR PR PR OR OR OR OR OR OR OR OR TW CD CD CD CD CD CD CD CD CD CD ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-5 LEI ER-5 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 1" = 60' 1200C: VERTICAL CONSTRUCTION ER-5 05 OF 08 CONSTRUCTION NOTES: CONSTRUCTION ENTRANCE, REFERENCE SHEET ER-7. SEDIMENT FENCE, REFERENCE SHEET ER-7. CONCRETE TRUCK WASH, REFERENCE SHEET ER-7. BIOFILTER BAGS, REFERENCE SHEET ER-7. CHECK DAM, REFERENCE SHEET ER-8. AREA OF DISTURBANCE: TOWN HOME UNIT CE SF TW BB CD TH BOONES FERRY RD TW TW CE CE BB BB BB BB BB AUTUMN BLVD SPRING BLVD IRIS ST SF SF SF SF SF SF SF SOUTH ARTERIAL TH SCALE IN FEET 0 60' 120' SF TH TH TH TH TH TH TH TH TH TH TH TH TH TH TH TH TH TH TH BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB SANITARY FACILITIES STAGING AREA/ STOCK PILE AREA POLLUTANT STORAGE LOCATION TH TH CE TW CD CD CD CD CD CD CD CD CD CD ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-6 LEI ER-6 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 1" = 60' 1200C: FINAL LANDSCAPING AND SITE STABILIZATION ER-6 06 OF 08 CONSTRUCTION NOTES: CONSTRUCTION ENTRANCE, REFERENCE SHEET ER-7. SEDIMENT FENCE, REFERENCE SHEET ER-7. CONCRETE TRUCK WASH, REFERENCE SHEET ER-7. BIOFILTER BAGS, REFERENCE SHEET ER-7. CHECK DAM, REFERENCE SHEET ER-8. LANDSCAPE AREA/SEEDING: CONTRACTOR SHALL SEED ANY EXPOSED SOILS, AS DIRECTED BY THE NOTES SHOWN HEREON. CE SF TW BB CD LA SCALE IN FEET 0 60' 120' BOONES FERRY RD TW TW CE CE BB BB BB BB BB AUTUMN BLVD SPRING BLVD IRIS ST SF SF SF SF SF SF SF SOUTH ARTERIAL SF BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA BB SANITARY FACILITIES STAGING AREA/ STOCK PILE AREA POLLUTANT STORAGE LOCATION CD CD CD CD CD CD CD CD CD CD ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-7 LEI ER-7 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 NO SCALE 1200C DETAILS ER-7 07 OF 08 ---PAGE BREAK--- CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\1200C\60-19_1200C.dwg 2023-7-13 8:18 AM APPROVED EXPIRES: 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD ER-8 LEI ER-8 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON E.I.T. C FOGERSON E.I.T J. VAN AGTMAEL G. ZARTMAN P.E. 60-19 NO SCALE 1200C DETAILS ER-8 08 OF 08 ---PAGE BREAK--- CV-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Cover Sheet.dwg 2023-6-15 12:41 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD CV-1 BOONES CROSSING - PHASE 6 ASSESSOR'S MAP 05 1W 18C TAX LOTS 1405 WOODBURN, MARION COUNTY, OREGON SITE MAP SCALE: 1" = 1000' PROJECT TEAM: OWNER/APPLICANT: WEST COAST HOME SOLUTIONS, LLC 25030 SW PARKWAY AVE., SUITE 110 WILSONVILLE, OREGON 97070 ENGINEER: GREG J. ZARTMAN, PE LEI ENGINEERING & SURVEYING OF OREGON, LLC 2564 19TH ST. SE SALEM, OREGON 97302 SURVEYOR: LARRY M. ALLEN, PLS LEI ENGINEERING & SURVEYING OF OREGON, LLC 2564 19TH ST. SE SALEM, OREGON 97302 GEOTECHNICAL ENGINEER: DANIEL M. REDMOND, PE, GE REDMOND GEOTECHNICAL SERVICES PO BOX 20547 PORTLAND, OR 97294 ARCHITECT: AARON TERPENING, AIA, LEED AP CB TWO ARCHITECTS 500 LIBERTY ST. SE, UNIT 100 SALEM, OR 97301 PROPERTY DESCRIPTION: TAX LOTS 01405 MARION COUNTY TAX MAP 05 1W 18C. LOCATED IN SE 1/4 OF SECTION 13, SW 1/4 OF SECTION 18, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON. BENCHMARK/BASIS OF BEARING: VERTICAL AND HORIZONTAL DATUM: LOCAL ASSUMED. 140 199 101 5 42 66 140 62 97 38 36 34 126 99 20 20 5 58 126 22 26 197 26 35 101 30 26 84 84 205 395 31 95 78 395 20 26 97 19 20 26 7 74 82 3 82 VICINITY MAP LOCATION PROJECT PROJECT LOCATION EXISTING PROPOSED CFO GAS EXISTING PROPOSED EXISTING PROPOSED DECIDUOUS TREE CONIFEROUS TREE FIRE HYDRANT WATER BLOWOFF WATER METER WATER VALVE DOUBLE CHECK VALVE AIR RELEASE VALVE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE SIGN STREET LIGHT MAILBOX STORM SEWER MANHOLE STORM SEWER CLEAN OUT STORM SEWER CATCH BASIN GAS METER GAS VALVE GUY WIRE ANCHOR POWER POLE POWER VAULT POWER JUNCTION BOX POWER PEDESTAL COMMUNICATIONS VAULT COMMUNICATIONS JUNCTION BOX RIGHT OF WAY LINE BOUNDARY LINE PROPERTY LINE CENTERLINE DITCH CURB EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE POWER LINE OVERHEAD WIRE COMMUNICATIONS LINE FIBER OPTIC LINE GAS LINE STORM SEWER LINE SANITARY SEWER LINE WATER LINE INTERSTATE 5 EXIT 271 LEGEND 60-19 NO SCALE COVER SHEET CV-1 01 OF 30 S PACIFIC HWY (99E) S BOONES FERRY RD UNION PACIFIC RAILROAD Sheet List Table Sheet Number Sheet Title 01 COVER SHEET 02 GENERAL NOTES 03 EXISTING CONDITIONS 04 ROW & EASEMENT DEDICATIONS 05 COMPOSITE UTILITY LAYOUT 06 SANITARY SEWER SITE PLAN 07 SANITARY SEWER SITE PLAN 08 STORM SEWER SITE PLAN 09 STORM SEWER SITE PLAN 10 STORM WATER DETENTION SYSTEM 11 SITE GRADING 12 SITE GRADING 13 SITE GRADING 14 SITE GRADING 15 SITE GRADING 16 SITE GRADING 17 SITE GRADING 18 SITE GRADING 19 SITE GRAING 20 SITE GRADING 21 SITE GRADING DETAILS 22 SITE GRAING DETAILS 23 SITE GRADING DETAILS 24 STRIPING PLAN 25 FIRE ACCESS 26 DETAILS 1 27 DETAILS 2 28 DETAILS 3 29 DETAILS 4 30 DETAILS 5 ---PAGE BREAK--- CONTROL TABLE # NORTHING EASTING ELEVATION DESCRIPTION 1 4159.9465 4747.2174 196.164 1/2" IR WITH RPC 2 4978.0358 5057.9299 200 PK IN CURB 3 4828.4099 5427.6993 199.303 PK IN CURB 4 4493.9826 5627.0195 194.787 PK IN CURB 5 4125.1353 5639.1972 196.76 PK IN GUTTER 6 4127.3644 5329.4082 197.612 1/2" IR WITH RPC 11 4345.5258 5598.6643 195.248 PK IN CURB 15 4523.4593 5590.9449 194.566 HUB AND TACK EX-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. · THE LOCATION OF UTILITIES SERVING THE PROPERTY HAVE BEEN DETERMINED BY OBSERVED EVIDENCE, TOGETHER WITH MARKINGS PROVIDED BY UTILITY COMPANIES; 811 OREGON UTILITY NOTIFICATION CENTER. THE LOCATION OF THE UTILITIES, SHOWN HEREON, DETERMINED BY ABOVE GROUND EVIDENCE AND ILLUSTRATED WITH HELP FROM CITY MAPS, IS APPROXIMATE. NO AS-BUILT SURVEYS HAVE BEEN PROVIDED OR REVIEWED AT THIS TIME. LEI MAKES NO WARRANTIES TO THE LOCATION OF THE UTILITIES. THE CONTRACTOR SHALL CALL FOR PRIVATE UTILITY LOCATES AND FIELD VERIFY ALL UTILITIES BEFORE CONSTRUCTION ACTIVITIES. · THE BOUNDARY SHOWN ON THIS MAP IS FOR ENGINEERING PURPOSES ONLY. NO MONUMENTATION SHALL BE SET AND THIS MAP SHALL NOT BE FILED WITH THE COUNTY AS RECORD. LEGEND: CONTROL POINT. REFERENCE SITE CONTROL TABLE FOR DESCRIPTIONS. FOUND MONUMENT. REFERENCE MONUMENT TABLE FOR DESCRIPTION. GENERAL NOTES: SCALE IN FEET 0 50' 100' 60-19 1" = 50' EXISTING CONDITIONS EX-1 TAXMAP 051W17BC TAX LOT 07500 38' 118 119 120 117 121 BOONES CROSSING PHASE 3 VOL. 47, PAGE 93 247 246 245 244 243 242 241 240 239 TRACT 198 199 200 BOONES CROSSING PHASE 5 VOL. 48, PAGE 85 PARCEL 2 PARCEL 1 ±8.24 AC PARTITION PLAT NO. 2018-057 SPRING BLVD SOUTH ARTERIAL 30' 30' 30' 30' AUTUMN BLVD BOONES FERRY RD (MARKET ROAD NO. 68) 30' 30' 30' 30' 37' IRIS STREET 25' 25' 25' 25' 20.0' PRIVATE ACCESS EASEMENT PARTITION PLAT NO. 2006-55 2 1 6 5 11 4 15 3 1 2 3 23 24 25 26 27 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 MONUMENT TABLE 1 FOUND 3/4" IRON PIPE, DOWN 0.5', SHOWN IN PP 2018-057 2 FOUND 5/8" IRON ROD WITH YPC, "ALPHA ENG. INC.", FLUSH, SET MCSR 35318 3 FOUND 3" MARION COUNTY BRASS DISC IN MON. BOX, SHOWN IN PP 2018-057 4 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.3', SET PP 2005-29 5 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.4', SET PP 2005-29 6 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.4', SET PP 2005-29 7 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3 8 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3 9 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3 10 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", FLUSH, SET PP 2018-057 11 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", FLUSH, SET PP 2005-29 12 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5 13 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.2', SET BP3, FALLS N43° 30' 09"E - 0.10' 14 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5, FALLS S63° 10' 15"E - 0.10' 15 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", DOWN 0.2', SET PP 2018-057 16 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5 17 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", FLUSH, SET PP 2018-057, FALLS S34° 34' 54"E - 0.18' 18 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5, FALLS S0° 04' 27"E - 0.17' 19 FOUND 5/8" IRON ROD WITH RPC, "CENTERLINE CONCEPTS", FLUSH, SET BP5 20 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", DOWN 0.2', SET PP 2018-057 21 FOUND 5/8" IRON ROD WITH ALC, "CENTERLINE CONCEPTS LAND SURVEYING", FLUSH, SET BP5 22 FOUND 5/8" IRON ROD WITH RPC, "CENTERLINE CONCEPTS", FLUSH, BP5 23 FOUND 5/8" IRON ROD, DOWN 0.2', SET PP 2018-057, FALLS N68° 11' 24"W - 0.18' 24 FOUND 5/8" IRON ROD, DOWN 0.2', SET PP 2018-057 25 FOUND 5/8" IRON ROD, DOWN 0.4', SET PP 2018-057 26 FOUND 5/8" IRON ROD, DOWN 0.4', SET PP 2018-057, FALLS S24° 33' 18"W - 0.17' 27 FOUND 5/8" IRON ROD WITH NO CAP, FLUSH, SET MCSR 35318, FALLS S7° 52' 18"W - 0.12' 28 FOUND 5/8" IRON ROD WITH BPC, "LEI OF OREGON", FLUSH, SET MCSR 39656 29 FOUND 5/8" IRON ROD WITH BPC, "LEI OF OREGON", FLUSH, SET MCSR 39656 CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Cover Sheet.dwg 2023-6-15 12:41 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD EX-1 RPC = RED PLASTIC CAP YPC = YELLOW PLASTIC CAP ALC = ALUMINUM CAP 03 OF 30 EXISTING PROPERTY LINE 28 29 ---PAGE BREAK--- 185 190 200 185 190 200 15+00 16+00 17+00 18+00 19+00 19+44 197.4 197.31 197.7 197.44 197.8 197.56 198.0 197.69 198.0 197.81 198.0 197.94 197.9 198.06 197.9 198.18 197.9 198.27 197.8 198.33 197.7 198.36 197.7 198.35 197.6 198.32 197.7 198.25 197.6 198.15 197.7 198.03 197.7 197.90 197.7 197.78 197.8 197.65 197.9 197.53 197.4 197.40 197.4 197.43 18" SD ~ 429.2' @ 0.20% EX SD MH 9 RIM: 197.18' STA: 19+38.18 OFF: -12.43' L 18" IE (OUT-N) = 189.43' 12" IE (IN-E) = 189.53' 18" IE (IN-W) = 189.63' 10" IE (IN-NW) = 191.63' ROW SDMH-1 RIM: 197.49' STA: 15+08.98 OFF: -12.38' L 18" IE (OUT-E) = 190.49' 18" IE (IN-W) = 190.59' 10" IE (IN-N) = 190.69' 18" SD ~ 250.0' @ 0.20% 0.50% 0.23% -0.50% PVI STA: 16+83.98 PVI ELEV: 198.61 K : 200.00 LVC: 200.00 BVCS: 15+83.98 BVCE: 198.11 EVCS: 17+83.98 EVCE: 198.11 0.75% FINISH GRADE AT PROPOSED CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 ROW CB-1 RIM: 196.83' STA: 19+08.97 OFF: -26.61' L 10" IE (OUT-SE) = 192.28' 10" SD ~ 32.5' @ 2.00% 10" SD ~ 8.8' @ 18.00% ROW CB-2 RIM: 197.31' STA: 15+08.98 OFF: -21.00' L 10" IE (OUT-S) = 192.24' ROW CB-1 EX SD MH 9 ROW SDMH-1 11+00 11+48 19+44 15+00 16+00 17+00 18+00 19+00 CHECKED DRAWN DESIGN LEI 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Public Improvements\60-19_Boones Crossing_PP.dwg 2023-5-8 7:21 AM APPROVED LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD PP-2 SD EXPIRES: 06-30-2024 PP-2 SD BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' SOUTH ARTERIAL SD PP STA 14+50 - 19+20 PP-2 05 OF 32 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: SD SD SD MH CG SW SW TS TS CG MATCH LINE SEE SHEET 06 EXISTING ELEVATION FINISH ELEVATION DEMOLITION NOTES: CONTRACTOR SHALL SAW CUT PURSUANT TO CITY OF WOODBURN STANDARDS. STORM SEWER NOTES: CONTRACTOR SHALL INSTALL 3034 PVC SDR-35 PIPE, AS SHOWN, AND SHALL BACKFILL AND BED IN ACCORDANCE WITH CITY OF WOODBURN STANDARD DETAILS 3800-1 AND 3800-2 SHOWN ON SHEET DT-1. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD364 SHOWN ON SHEET DT-2. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1 SHOWN ON SHEET DT-3. ROAD NOTES: CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8 ON SHEET DT-1, AND SHALL MATCH GRADES AT THE TIES TO EXISTING SIDEWALK. CONTRACTOR SHALL CONSTRUCT STANDARD TYPE CURB AND GUTTER PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-1 SHOWN ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION SHOWN ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SIDEWALK RAMPS, AS SHOWN, WITH TRUNCATED DOMES INSTALLED PURSUANT TO ODOT STANDARD DETAIL RD905. SIDEWALK RAMPS SHALL NOT EXCEED 8.33% LONGITUDINAL SLOPE AND 2.0% CROSS SLOPE. SW CB CG SD MH TS SR CB SD SR SR PROPERTY LINE CB CG SEE SHEET 24 SC SC MATCH LINE SEE SHEET 06 SOUTH ARTERIAL IRIS STREET RIGHT OF WAY PROPOSED DEVELOPMENT ---PAGE BREAK--- 181 190 200 181 190 200 11+00 12+00 13+00 14+00 14+75 194.9 198.1 198.21 195.3 197.76 196.5 197.57 196.6 197.38 196.9 197.19 196.9 197.04 196.9 196.92 196.9 196.83 196.9 196.77 196.8 196.74 196.8 196.74 196.8 196.78 196.8 196.84 196.9 196.94 197.0 197.06 197.3 197.19 197.4 197.31 197.7 197.44 197.8 197.56 ROW SDMH-2 RIM: 196.49' STA: 12+58.98 OFF: -12.35' L 18" IE (OUT-E) = 191.09' 18" IE (IN-W) = 191.19' 10" IE (IN-N) = 191.59' 18" SD ~ 250.0' @ 0.20% ROW SDMH-3 RIM: 198.28' STA: 10+28.28 OFF: 31.28' R 18" IE (OUT-E) = 191.76' 10" IE (OUT-NW) = 192.26' 12" IE (IN-NE) = 191.96' 12" IE (IN-S) = 191.96' FINISH GRADE AT PROPOSED CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE 0.50% -2.00% -0.76% PVI STA: 12+33.98 PVI ELEV: 196.36 K : 198.40 LVC: 250.00 BVCS: 11+08.98 BVCE: 197.31 EVCS: 13+58.98 EVCE: 196.98 18" SD ~ 213.4' @ 0.20% PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 ROW SDMH-6 RIM: 197.88' STA: 10+48.65 OFF: 22.97' R 18" IE (OUT-E) = 191.62' 18" IE (IN-W) = 191.72' 12" IE (IN-SW) = 191.82' 10" IE (IN-NE) = 191.82' 10" IE (IN-S) = 193.85' 18" SD ~ 22.0' @ 0.20% 18" SD ~ 213.4' @ 0.20% 10" SD ~ 8.7' @ 7.00% 18" SD ~ 250.0' @ 0.20% ROW SDMH-3 ROW SDMH-2 ROW CB-3 RIM: 196.32' STA: 12+59.00 OFF: -21.00' L 10" IE (OUT-S) = 192.20' ROW SDMH-6 10+00 11+00 12+00 13+00 14+00 15+00 10" SD ~ 9.9' @ 0.33% ROW CB-16 RIM: 197.88' STA: 10+54.62 OFF: 30.86' R 10" IE (OUT-N) = 193.88' CHECKED DRAWN DESIGN LEI 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Public Improvements\60-19_Boones Crossing_PP.dwg 2023-5-8 7:21 AM APPROVED LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD PP-3 SD EXPIRES: 06-30-2024 PP-3 SD BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' SOUTH ARTERIAL SD PP STA 10+00 - 14+50 PP-3 06 OF 32 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: EXISTING ELEVATION FINISH ELEVATION MH SD CB CG SW CG SW MATCH LINE SEE SHEET 05 STORM SEWER NOTES: CONTRACTOR SHALL INSTALL 3034 PVC SDR-35 PIPE, AS SHOWN, AND SHALL BACKFILL AND BED IN ACCORDANCE WITH CITY OF WOODBURN STANDARD DETAILS 3800-1 AND 3800-2 SHOWN ON SHEET DT-1. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD364 SHOWN ON SHEET DT-2. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1 SHOWN ON SHEET DT-3. ROAD NOTES: CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8 ON SHEET DT-1, AND SHALL MATCH GRADES AT THE TIES TO EXISTING SIDEWALK. CONTRACTOR SHALL CONSTRUCT STANDARD TYPE CURB AND GUTTER PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-1 SHOWN ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION SHOWN ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SIDEWALK RAMPS, AS SHOWN, WITH TRUNCATED DOMES INSTALLED PURSUANT TO ODOT STANDARD DETAIL RD905. SIDEWALK RAMPS SHALL NOT EXCEED 8.33% LONGITUDINAL SLOPE AND 2.0% CROSS SLOPE. CONTRACTOR SHALL CONSTRUCT TYPE CURB PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2 SHOWN ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT TYPE CURB AT DRIVEWAY PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4100-5 SHOWN ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT GRAVEL DRIVEWAY, AS SHOWN. SW CB CG SD MH TS BOONES FERRY ROAD SOUTH ARTERIAL SR TS TS SR MH PROPERTY LINE CR CR CR CG DW DW 20' GD GD 12" WATER CROSSING MH SD MATCH LINE SEE SHEET 05 RIGHT OF WAY SR CB PROPOSED DEVELOPMENT ---PAGE BREAK--- 198.95 (AC) 198.2 (EX) 199.47 (AC) 198.1 (EX) 198.74 (FG) 198.2 (EX) 198.07 (AC) 198.2 (EX) 197.55 (AC) 198.2 (EX) 198.33 (FG) 198.2 (EX) FF=199.50' @GARAGE DOOR SLAB FF=199.00' @GARAGE DOOR SLAB -2.0% -0.5% -2.0% FF=200.50' @GARAGE DOOR SLAB FF=200.00' @GARAGE DOOR SLAB -2.5% -3.2% -4.0% -4.7% -5.4% -3.4% -4.3% -5.0% -5.7% -6.5% -4.2% -6.5% -3.9% -2.5% -3.3% -5.0% -4.0% -10.9% -3.8% 198.66 (FG) 198.2 (EX) -15.3% -0.5% -0.5% -0.5% -0.5% -0.5% -2.0% -1.5% -2.0% -1.5% -1.5% -1.5% -2.0% -1.5% -1.5% -0.5% -0.5% 198.73 (FG) 198.2 (EX) 199.32 (FG) 198.2 (EX) 198.24 (FG) 198.2 (EX) 198.91 (FG) 198.2 (EX) -1.5% -0.5% -0.5% -1.5% -1.5% -1.5% -0.5% -0.5% -1.5% 199.88 (FG) 198.2 (EX) 199.52 (FG) 198.3 (EX) 199.87 (FG) 198.2 (EX) 199.48 (FG) 198.2 (EX) 200.12 (FG) 200.1 (EX) 199.88 (FG) 199.9 (EX) 200.05 (FG) 198.1 (EX) 199.87 (FG) 198.1 (EX) -6.2% -5.5% -4.7% -4.0% -3.5% -4.2% -2.8% -3.6% -4.3% -5.0% -5.7% -3.8% -4.5% -2.8% 200 198.16 (FG) 198.2 (EX) -0.5% GR-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:43 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-1 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-1 11 OF 30 A GB AC CS B H C CS SW SW SW SW DD DD DD DD DD DD DD DD DD DD DD DD DD CS CS CS CS CS DD LG LG LG LG CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. AC CS GB SW DD CD ST CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG DD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG SW SW SEE SHEET 21, DETAIL ---PAGE BREAK--- -7.2% -3.2% -3.9% -4.6% -5.4% -6.1% -4.6% -5.0% -5.7% -6.4% -4.9% -5.6% -6.3% -7.1% FF=198.50' @GARAGE DOOR SLAB FF=198.00' @GARAGE DOOR SLAB FF=198.50' @GARAGE DOOR SLAB -17.6% -15.2% -2.5% -5.0% -2.0% -0.5% -5.0% -4.2% -6.5% -0.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -0.5% -0.5% -4.3% -5.8% -5.1% -4.4% -3.6% -2.9% -6.9% -6.2% -4.5% -5.2% -6.0% -6.7% -5.2% -5.9% -6.6% -7.4% FF=198.00' @GARAGE DOOR SLAB FF=199.50' @GARAGE DOOR SLAB 197 196 197 198 GR-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:43 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-2 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-2 12 OF 30 AC SW LG D J K CS CS DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD SW CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED HUMP, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. AC CS GB SW DD CD SH LG LG LG LG CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG E C SH SH ---PAGE BREAK--- -7.8% -3.8% -4.5% -5.2% -6.0% -6.7% -6.0% -6.8% -7.5% -6.0% -6.7% -6.9% FF=197.50' @GARAGE DOOR SLAB FF=198.00' @GARAGE DOOR SLAB FF=198.00' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB 194.88 (RIM) 195.8 (EX) 195.40 (AC) 196.1 (EX) -2.0% -0.5% -13.6% -12.5% -5.0% -5.0% -6.1% 195.31 (FG) 195.2 (EX) 195.45 (FG) 195.7 (EX) -5.3% -4.6% -7.1% -0.5% -2.0% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -0.5% -0.5% -1.5% -1.0% -1.0% 195.53 (FG) 195.7 (EX) 195.97 (FG) 196.2 (EX) 196.05 (FG) 196.2 (EX) -7.1% -6.4% -5.7% -7.2% -6.5% -5.7% -5.0% -4.3% -7.0% -6.3% -5.5% -4.8% -4.1% -8.1% -7.4% 196 196 197 GR-3 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 20' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:43 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-3 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-3 13 OF 30 K GB L E F DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD AC CS CS SW SW LG LG LG CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. AC CS GB SW DD CD ST CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG SEE SHEET 21, DETAIL ---PAGE BREAK--- 197.02 (AC) 196.0 (EX) 196.50 (AC) 196.3 (EX) 196.28 (AC) 195.3 (EX) 195.25 (AC) 195.2 (EX) 195.68 (AC) 195.1 (EX) 196.20 (AC) 195.3 (EX) 195.76 (RIM) 195.2 (EX) 194.73 (RIM) 194.7 (EX) -2.0% -1.0% FF=198.00' @GARAGE DOOR SLAB FF=197.75' @GARAGE DOOR SLAB -4.0% -5.5% -4.0% -2.6% -8.9% -8.3% -6.8% -5.3% -4.8% -2.0% 195.31 (FG) 195.2 (EX) 195.45 (FG) 195.7 (EX) -5.5% 196.09 (FG) 195.2 (EX) 196.55 (FG) 195.5 (EX) -1.0% -1.0% -1.0% -2.0% -1.0% -2.0% -1.0% -1.5% -1.5% -1.5% -1.5% -1.5% -1.0% -1.0% -1.3% -1.4% -1.0% -1.5% -1.5% -1.5% -1.5% -1.5% -1.0% -1.0% 197.41 (FG) 196.1 (EX) 197.37 (FG) 196.1 (EX) 197.67 (FG) 195.9 (EX) 197.60 (FG) 196.0 (EX) 197.08 (FG) 196.4 (EX) 197.17 (FG) 196.4 (EX) 197.09 (FG) 196.3 (EX) 197.09 (FG) 196.4 (EX) 196.26 (FG) 195.1 (EX) 195.90 (FG) 195.3 (EX) 195.83 (FG) 195.2 (EX) 196.85 (FG) 195.4 (EX) 196.78 (FG) 195.3 (EX) 196.85 (FG) 195.3 (EX) 196.93 (FG) 195.3 (EX) 196.21 (FG) 195.2 (EX) 195.53 (FG) 195.7 (EX) 196.13 (FG) 195.2 (EX) -3.1% -4.6% -6.0% -4.7% -6.1% -8.4% -9.2% -7.8% -6.3% 196.62 (FG) 195.5 (EX) 196.05 (AC) 195.5 (EX) 195.91 (AC) 195.4 (EX) 195.85 (AC) 195.3 (EX) 196.59 (AC) 196.3 (EX) -1.5% 196.45 (AC) 196.2 (EX) 196.45 (AC) 196.2 (EX) -1.4% -1.0% -1.0% -1.8% 196 -0.5% 194.88 (RIM) 195.8 (EX) 196.01 (FG) 195.2 (EX) -1.0% GR-4 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:43 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-4 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-4 14 OF 30 G GB DD DD DD DD DD DD DD DD DD SW SW SW U AC CS CS AC CS CS LG LG LG LG LG CS CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED HUMP, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. AC CS GB SW DD CD ST SH CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG GB LG SOUTH ARTERIAL SW SW ST GB SEE SHEET 21, DETAIL SW GB SH ---PAGE BREAK--- -2.6% -3.3% -4.1% -4.8% -6.9% -7.7% -7.9% -7.1% -8.5% -7.8% -7.5% 195.20 (RIM) 195.8 (EX) 195.72 (AC) 196.1 (EX) FF=198.00' @GARAGE DOOR SLAB -2.0% -0.5% -3.1% FF=198.50' @GARAGE DOOR SLAB 195.77 (FG) 195.7 (EX) -2.0% -1.0% -5.3% -4.9% 195.68 (FG) 195.1 (EX) 196.20 (AC) 195.3 (EX) 194.34 (AC) 195.2 (EX) 196.26 (FG) 195.1 (EX) 195.40 (FG) 195.0 (EX) 194.15 (RIM) 195.0 (EX) -2.0% -1.5% -1.5% -1.5% -1.5% -0.5% -1.0% -0.5% -2.0% -0.5% -1.5% -1.0% -1.5% -1.0% -1.0% -0.5% -0.5% -0.5% 195.47 (FG) 195.0 (EX) 195.85 (FG) 195.6 (EX) 196.29 (FG) 196.2 (EX) 196.37 (FG) 196.3 (EX) FF=197.00' @GARAGE DOOR SLAB -8.3% -9.0% -7.6% -8.0% -7.2% -6.5% -4.8% -4.3% -3.6% -2.9% 194.99 (AC) 195.0 (EX) 194.79 (AC) 194.8 (EX) -0.5% -1.5% 194.75 (FG) 194.8 (EX) 194.77 (FG) 194.8 (EX) -0.5% 196 196 197 -0.5% -2.0% 194.91 (FG) 195.2 (EX) 194.84 (FG) 195.2 (EX) -1.5% -1.5% 196.78 (FG) 195.3 (EX) 196.85 (FG) 195.4 (EX) -0.5% -0.5% GR-5 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:43 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-5 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-5 15 OF 30 GB DD V DD DD DD DD DD DD DD DD DD DD DD SW SW AC CS CS AC CS CS AC CS CS GB W LG LG LG LG SW SW SW CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED HUMP, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. AC CS GB SW DD CD ST SH CD CD CD CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG S GB CS LG ST SEE SHEET 22, DETAIL GB SH ---PAGE BREAK--- FF=198.50' @GARAGE DOOR SLAB -2.1% -2.8% -3.6% -4.3% -5.0% -7.2% -8.4% -9.1% -9.9% -9.2% 195.98 (AC) 196.5 (EX) 196.50 (AC) 196.9 (EX) 195.85 (AC) 196.4 (EX) 197.77 (AC) 197.2 (EX) 197.51 (AC) 197.2 (EX) 196.38 (AC) 196.7 (EX) 196.64 (AC) 196.6 (EX) 195.33 (RIM) 196.3 (EX) -1.0% -1.3% -0.5% -2.0% -0.5% -2.0% 195.82 (FG) 195.9 (EX) 195.42 (FG) 196.2 (EX) 195.95 (FG) 196.4 (EX) 195.24 (FG) 195.9 (EX) -2.6% -7.0% FF=198.50' -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -0.5% -2.0% -0.5% -1.0% -1.5% -0.5% -0.5% -1.0% -2.0% -2.0% -1.0% -1.0% 196.11 (FG) 196.2 (EX) -1.5% -0.5% -0.5% -0.5% -0.5% -1.0% -0.5% -1.5% -2.0% -2.0% -0.5% -0.8% -0.5% -0.5% -1.0% 196.63 (FG) 196.3 (EX) 196.55 (FG) 196.4 (EX) 195.90 (FG) 196.2 (EX) 195.98 (FG) 196.2 (EX) 196.03 (FG) 196.2 (EX) 196.52 (FG) 196.5 (EX) 197.21 (FG) 196.6 (EX) 197.15 (FG) 197.0 (EX) 197.07 (FG) 197.0 (EX) 198.35 (FG) 197.2 (EX) 198.27 (FG) 197.2 (EX)198.31 (FG) 197.3 (EX) 198.33 (FG) 197.3 (EX) 198.15 (FG) 197.4 (EX) 198.12 (FG) 197.4 (EX) 198.16 (FG) 197.3 (EX) 198.09 (FG) 197.3 (EX) 197.03 (FG) 196.7 (EX) 196.95 (FG) 196.7 (EX) 196.42 (FG) 196.5 (EX) 196.50 (FG) 196.5 (EX) 196.60 (FG) 196.5 (EX) FF=198.50' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB -2.1% -2.5% -3.3% -4.0% -4.8% -4.7% -7.5% -6.8% -7.9% -8.6% -9.4% -9.9% 196 197 195 196 195.38 (AC) 195.7 (EX) 195.06 (AC) 195.7 (EX) 195.64 (FG) 195.7 (EX) -1.5% -1.0% 195.81 (FG) 195.6 (EX) 195.89 (FG) 195.6 (EX) 0.2% -2.8% -4.7% -6.2% -7.7% -8.9% -7.5% -5.7% -4.3% -2.0% GR-6 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-6 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-6 16 OF 30 W Y DD DD DD DD DD DD DD DD DD DD DD DD GB SW AC CS CS GB GB SW SW SW DD DD DD DD LG LG LG LG AC SW CS CS CS CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED HUMP, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. AC CS GB SW DD CD ST SH CD CD CD CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG T S SH SH ST SEE SHEET 22, DETAIL ---PAGE BREAK--- FF=197.75' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB -1.1% -1.0% -0.5% (EX) 195.5 (AC) 195.60 (TFC) 196.10 (EX) 195.1 (AC) 195.34 (TFC) 195.84 195.15 (AC) 195.2 (EX) 194.63 (RIM) 195.3 (EX) (EX) 195.3 (CONC) 195.30 (TFC) 195.30 (EX) 195.6 (CONC) 195.27 (TFC) 195.27 -4.2% -5.7% -7.2% -8.8% -20.2% -15.2% -11.0% -10.9% -3.6% -4.3% -5.0% -9.9% -9.2% -2.0% -0.5% 195.24 (AC) 195.9 (EX) 195.42 (FG) 196.2 (EX) 195.82 (FG) 195.9 (EX) 195.33 (RIM) 196.3 (EX) 195.85 (AC) 196.4 (EX) 195.95 (AC) 196.4 (EX) 196.38 (AC) 196.7 (EX) (EX) 195.6 (CONC) 196.17 (TFC) 196.17 195.06 (AC) 195.7 (EX) 195.64 (FG) 195.7 (EX) 195.38 (AC) 195.7 (EX) 195.38 (AC) 195.3 (EX) 195.12 (AC) 194.9 (EX) 195.69 (FG) 194.8 (EX) 195.81 (FG) 195.6 (EX) 195.75 (FG) 195.5 (EX) 195.95 (FG) 195.4 (EX) -1.5% -0.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.5% -1.0% -1.0% -0.5% -0.5% -1.5% -1.5% -1.5% -0.5% -1.0% -0.5% -1.0% -0.3% -2.1% (EX) 195.7 (AC) 195.24 (TFC) 195.74 (EX) 195.0 (AC) 195.91 (TFC) 196.41 (EX) 195.2 (CONC) 195.24 (TFC) 195.24 -3.5% -4.3% -5.2% -5.7% -1.0% -1.2% -1.0% -1.0% -1.2% -0.5% -0.5% -1.5% -1.0% -1.0% -1.1% -2.0% -0.5% -0.5% -1.5% -1.5% -1.2% -1.0% -1.5% -1.5% -1.5% -0.1% -0.5% -0.5% -1.5% 195.98 (FG) 196.2 (EX) 195.90 (FG) 196.2 (EX) 196.03 (FG) 196.2 (EX) 195.73 (FG) 195.5 (EX) 195.89 (FG) 195.6 (EX) 195.80 (FG) 195.6 (EX) 197.21 (FG) 196.6 (EX) 196.52 (FG) 196.5 (EX) 196.42 (FG) 196.5 (EX) 196.50 (FG) 196.5 (EX) 196.11 (FG) 196.2 (EX) 196.60 (FG) 196.5 (EX) 197.03 (FG) 196.7 (EX) 196.95 (FG) 196.7 (EX) 196.64 (AC) 196.6 (EX) 195.21 (FG) 195.2 (EX) -4.0% -4.8% -4.7% -7.7% -6.3% -4.8% 195 196 197 196 -1.5% -9.9% -9.4% GR-7 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-7 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-7 17 OF 30 Z T GB SW DD DD DD DD DD DD DD DD DD SW SW SW GB GB GB AC AC CS CS CS AC CS CS CS LG LG LG SW SW SR SR LG CS CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT SIDEWALK RAMP, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD905 ON SHEET DT-2. TRUNCATED DOMES SHALL BE FIELD FITTED, AS SHOWN. SIDEWALK RAMPS SHALL NOT EXCEED 8.33% LONGITUDINAL SLOPE AND 1.5% CROSS SLOPE. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. AC CS GB SR SW DD CD PS CD CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG LG IRIS STREET ST SEE SHEET 22, DETAIL ---PAGE BREAK--- -1.5% -0.5% 194.15 (RIM) 195.0 (EX) 194.67 (AC) 194.8 (EX) -2.9% -3.2% -2.4% -6.5% -5.7% -5.0% -6.5% FF=196.00' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB -2.0% 194.82 (FG) 195.1 (EX) 195.40 (FG) 195.0 (EX) (EX) 195.1 (AC) 195.68 (TFC) 196.18 194.34 (AC) 195.2 (EX) 196.26 (FG) 195.1 (EX) -1.5% -1.5% -1.5% -0.5% -0.5% -0.5% FF=197.00' @GARAGE DOOR SLAB -13.5% -5.0% -5.0% FF=198.00' @GARAGE DOOR SLAB FF=197.00' @GARAGE DOOR SLAB 194.20 (AC) 195.0 (EX) 195.22 (FG) 194.7 (EX) 195.15 (FG) 194.7 (EX) -1.5% -1.5% -1.0% -0.5% 195.47 (FG) 195.0 (EX) 195.32 (FG) 194.8 (EX) 195.25 (FG) 194.8 (EX) 194.84 (FG) 195.2 (EX) -2.0% -3.2% -2.9% -2.2% -6.2% -5.5% -4.7% -6.2% 195.17 (FG) 194.7 (EX) 195.25 (FG) 194.7 (EX) -0.5% 194.61 (AC) 194.7 (EX) 194.47 (AC) 194.7 (EX) 194.45 (AC) 194.7 (EX) -1.0% -0.5% 194.91 (FG) 195.2 (EX) 196 195 195 196 -1.5% -0.5% GR-8 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-8 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-8 18 OF 30 R DD P DD DD DD DD DD DD SW AC CS CS CS GB LG LG LG LG LG L S K GB SW CS CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. AC CS GB SW DD CD ST CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG AC ST SEE SHEET 22, DETAIL GB ---PAGE BREAK--- -5.8% -5.1% -4.4% -3.6% -5.1% -4.4% -3.7% -2.0% FF=197.50' @GARAGE DOOR SLAB FF=198.00' @GARAGE DOOR SLAB -2.0% -6.5% -2.5% -5.0% FF=198.00' @GARAGE DOOR SLAB FF=198.50' @GARAGE DOOR SLAB -0.5% -0.5% -1.5% -1.5% -0.5% -6.2% -5.5% -4.8% -4.1% -3.3% -4.9% -4.1% -3.4% 195 196 197 GR-9 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRAING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-9 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-9 19 OF 30 N SW AC CS CS J K DD DD DD DD DD DD DD DD M LG LG LG LG CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED HUMP, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. AC CS GB SW DD CD SH CD CD CD CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG SH SH ---PAGE BREAK--- 196.42 (RIM) 197.9 (EX) 196.94 (AC) 197.8 (EX) 197.88 (RIM) 198.0 (EX) 199.17 (AC) 198.0 (EX) 199.40 (AC) 197.9 (EX) 198.24 (AC) 197.9 (EX) 198.70 (AC) 197.9 (EX) 197.35 (AC) 197.9 (EX) -3.0% -2.2% -2.0% -2.0% 198.45 (AC) 198.0 (EX) 199.10 (FG) 198.0 (EX) (EX) 197.9 (CONC) 199.65 (TFC) 199.65 (EX) 197.9 (CONC) 199.58 (TFC) 199.58 (EX) 198.7 (AC) 199.07 (TFC) 199.57 (EX) 198.0 (AC) 199.12 (TFC) 199.62 197.71 (FG) 197.9 (EX) -2.0% -3.7% -2.0% -4.0% -3.3% 11.4% -5.0% FF=200.00' @GARAGE DOOR SLAB FF=199.00' @GARAGE DOOR SLAB FF=198.00' @GARAGE DOOR SLAB -2.9% -1.0% -2.0% -2.0% -2.0% -0.9% -1.5% -1.5% -1.5% -1.5% -1.5% -0.5% -1.5% -0.5% -0.5% -5.0% -6.4% -1.5% -1.5% -0.5% -0.5% -1.5% -0.5% -0.5% 197.79 (FG) 197.9 (EX) 199.20 (FG) 197.9 (EX) 199.28 (FG) 197.9 (EX) 199.02 (FG) 198.0 (EX) -1.0% 198.45 (FG) 197.9 (EX) -3.4% -2.7% -1.7% -4.3% -3.6% 197 198 199 197.93 (AC) 197.9 (EX) 198.50 (AC) 198.5 (EX) 198.76 (AC) 197.9 (EX) GR-10 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 10' SITE GRADING G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-10 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION FOW = FRONT OF WALK SCALE IN FEET 0 10' 20' SHEET INDEX (NOT TO SCALE) GENERAL LANDSCAPE GRADING SHALL BE FIELD FITTED TO WASTE ANY MATERIAL, AS NEEDED, OR SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT TO SUIT SITE AESTHETICS. REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR PLANTINGS. LG GENERAL NOTES: GR-10 20 OF 30 M SW DD DD DD DD DD B SW SW AC CS CS AC CS CS GB H SW AC CS CS SR LG LG LG CONTRACTOR SHALL CONSTRUCT TYPICAL ASPHALT SECTION, AS SHOWN, PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT 6" TYPE CURB, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2, ON SHEET DT-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. CONTRACTOR SHALL CONSTRUCT SIDEWALK RAMP, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD905 ON SHEET DT-2. TRUNCATED DOMES SHALL BE FIELD FITTED, AS SHOWN. SIDEWALK RAMPS SHALL NOT EXCEED 8.33% LONGITUDINAL SLOPE AND 1.5% CROSS SLOPE. CONTRACTOR SHALL CONSTRUCT STANDARD SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-8 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY DROP, AS SHOWN PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4150-1 ON SHEET DT-1. CONTRACTOR SHALL CONSTRUCT DRIVEWAY, AS SHOWN PURSUANT TO DETAIL FOUND ON SHEET GN-1. CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. AC CS GB SR SW DD CD ST CD CD CD CD CD LG LG LG LG LG LG LG LG LG LG LG LG LG LG IRIS STREET AUTUMN BLVD SEE SHEET 23, DETAIL ST ---PAGE BREAK--- 198.54 (FG) 198.2 (EX) 198.91 (FG) 198.2 (EX) 198.33 (AC) 198.2 (EX) 198.83 (TFC) (EX) 198.2 (CONC) 198.91 (TFC) 198.91 199.32 (FG) 198.2 (EX) 198.74 (CONC) 198.2 (EX) 198.74 (TFC) -1.5% 198.60 (FG) 198.2 (EX) 198.96 (CONC) 198.2 (EX) 198.96 (TFC) 198.24 (FG) 198.2 (EX) 198.50 (CONC) 198.5 (EX) 198.50 (TFC) -0.4% -0.9% -1.2% -1.5% -1.5% (EX) 198.2 (AC) 197.80 (TFC) 198.30 (EX) 198.2 (CONC) 198.46 (TFC) 198.46 (EX) 198.2 (CONC) 198.83 (TFC) 198.83 (EX) 198.2 (AC) 198.23 (TFC) 198.73 -8.9% -9.8% -0.5% -1.0% -1.0% -1.4% -2.2% -4.6% -1.5% 198.73 (FG) 198.2 (EX) 198.66 (FG) 198.2 (EX) 198.07 (AC) 198.2 (EX) 197.55 (AC) 198.2 (EX) -1.5% -1.1% 198.24 (FG) 198.2 (EX) 198.16 (FG) 198.2 (EX) -1.5% 1.9% -1.5% -2.4% -1.2% -5.0% -9.5% -1.3% -10.6% -3.2% -1.5% -11.6% -1.4% -2.0% -2.2% -1.5% -0.6% 198.98 (FG) 198.2 (EX) -1.5% -1.6% -1.6% 198.57 (FG) 198.2 (EX) -1.5% -1.5% -1.8% -2.5% -0.6% -1.5% -0.4% 196.01 (FG) 195.2 (EX) 195.42 (AC) 195.2 (EX) 195.92 (TFC) 195.53 (FG) 195.7 (EX) 196.21 (FG) 195.2 (EX) 196.13 (FG) 195.2 (EX) -1.0% 1.2% -1.3% -1.5% -1.5% -1.0% -0.5% -0.5% 195.98 (CONC) 195.2 (EX) 195.98 (TFC) 194.93 (AC) 195.3 (EX) 195.43 (TFC) 195.60 (FG) 195.5 (EX) -0.5% -1.0% 196.13 (FG) 195.2 (EX) 196.05 (FG) 195.2 (EX) (EX) 195.2 (AC) 195.68 (TFC) 196.18 (EX) 195.2 (CONC) 196.05 (TFC) 196.05 (EX) 195.5 (CONC) 195.53 (TFC) 195.53 (EX) 195.7 (AC) 194.94 (TFC) 195.44 195.49 (CONC) 195.3 (EX) 195.49 (TFC) -8.5% -4.8% -8.3% -3.0% -1.5% -1.5% -1.0% -1.0% -1.1% -1.4% 195.45 (FG) 195.7 (EX) 194.88 (AC) 195.8 (EX) 196.09 (FG) 195.2 (EX) -1.5% -1.5% -0.7% -1.5% 195.31 (FG) 195.2 (EX) 194.73 (AC) 195.2 (EX) 2.0% 195.25 (AC) 195.2 (EX) 195.76 (AC) 195.2 (EX) -1.0% -0.5% -8.7% -8.1% -1.5% -9.9% -8.1% -8.1% -1.0% -9.3% 195.54 (FG) 195.4 (EX) 195.61 (FG) 195.5 (EX) -0.9% -1.4% -1.0% -1.1% 0.8% -0.5% -1.0% GR-DET-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 5' SITE GRADING DETAILS G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:44 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-DET-1 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION SCALE IN FEET 0 5' 10' GENERAL NOTES: GR-11 21 OF 30 CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. ST GB DETAIL SCALE:1"=5' DETAIL SCALE:1"=5' ST ST GB GB TFC = TOP FACE OF CURB ---PAGE BREAK--- 195.32 (FG) 195.0 (EX) -1.5% -0.5% 196.26 (FG) 195.1 (EX) (EX) 195.1 (AC) 195.68 (TFC) 196.18 (EX) 195.1 (CONC) 195.62 (TFC) 195.62 -1.5% -2.3% (EX) 195.8 (AC) 195.20 (TFC) 195.70 195.85 (FG) 195.6 (EX) 194.84 (FG) 195.2 (EX) -1.5% -2.4% -1.5% -3.5% -2.3% -2.3% (EX) 195.6 (CONC) 195.35 (TFC) 195.35 (EX) 195.2 (CONC) 195.76 (TFC) 195.76 195.81 (FG) 195.1 (EX) 195.50 (FG) 195.5 (EX) 195.42 (FG) 195.4 (EX) -3.0% 195.24 (FG) 195.2 (EX) -8.9% -0.4% -9.6% -0.6% -0.8% -0.7% -0.7% -0.7% (EX) 195.4 (CONC) 195.30 (TFC) 195.30 194.64 (AC) 195.3 (EX) 195.14 (TFC) 194.94 (AC) 195.1 (EX) 195.44 (TFC) 195.37 (FG) 195.4 (EX) 195.43 (FG) 195.5 (EX) -1.5% -1.5% -1.5% -1.0% -1.0% -3.1% 195.47 (FG) 195.0 (EX) 195.40 (FG) 195.0 (EX) -1.5% -1.5% -10.7% -3.0% -1.5% -10.9% -2.0% -1.0% -1.5% -11.3% 194.82 (AC) 195.1 (EX) -2.3% -2.0% 194.67 (AC) 194.8 (EX) 194.15 (AC) 195.0 (EX) 195.77 (FG) 195.7 (EX) -1.5% -2.0% -1.2% -1.0% 195.70 (FG) 195.1 (EX) 195.83 (FG) 195.1 (EX) -1.5% -2.3% 194.84 (FG) 195.2 (EX) -1.5% -1.5% -0.6% 196.02 (FG) 196.2 (EX) -1.6% -9.5% -0.5% -6.3% 196.72 (FG) 196.5 (EX) 197.21 (FG) 196.6 (EX) 196.64 (AC) 196.6 (EX) -1.7% -2.0% -1.5% -1.5% 196.64 (FG) 196.4 (EX) 196.11 (FG) 196.2 (EX) 195.42 (AC) 196.2 (EX) 196.03 (FG) 196.2 (EX) -1.5% -1.5% -0.1% -1.4% -1.5% 196.39 (AC) 196.5 (EX) 196.89 (TFC) 195.40 (AC) 196.1 (EX) 195.90 (TFC) 196.10 (FG) 196.2 (EX) 196.82 (FG) 196.5 (EX) -1.5% -4.0% -0.2% 196.00 (CONC) 196.2 (EX) 196.00 (TFC) (EX) 196.2 (AC) 195.46 (TFC) 195.96 (EX) 196.2 (CONC) 195.99 (TFC) 195.99 -8.3% -1.5% -1.6% -1.6% -2.1% -2.1% -1.9% -1.9% (EX) 196.4 (AC) 196.04 (TFC) 196.54 (EX) 196.4 (CONC) 196.64 (TFC) 196.64 196.75 (CONC) 196.4 (EX) 196.75 (TFC) 195.95 (AC) 196.4 (EX) 196.58 (FG) 196.4 (EX) 195.82 (FG) 195.9 (EX) 195.24 (AC) 195.9 (EX) -1.5% -9.6% -7.7% -1.0% -9.4% -7.9% -0.7% -8.0% -9.3% -1.1% -1.5% -0.1% -1.5% -0.3% -1.1% 196.08 (FG) 196.2 (EX) 196.09 (FG) 196.2 (EX) -1.5% -1.5% -1.7% -1.7% 196.52 (FG) 196.5 (EX) 196.60 (FG) 196.5 (EX) -0.2% -1.6% GR-DET-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 5' SITE GRAING DETAILS G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:45 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-DET-2 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION SCALE IN FEET 0 5' 10' GENERAL NOTES: GR-12 22 OF 30 DETAIL SCALE:1"=5' DETAIL SCALE:1"=5' CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. ST GB ST ST GB GB GB GB TFC = TOP FACE OF CURB ---PAGE BREAK--- (EX) 197.9 (CONC) 198.22 (TFC) 198.22 (EX) 197.9 (CONC) 198.13 (TFC) 198.13 197.95 (FG) 197.9 (EX) 197.49 (AC) 197.9 (EX) 197.99 (TFC) (EX) 198.0 (AC) 197.88 (TFC) 198.38 -1.5% 197 198.45 (AC) 197.9 (EX) 197.79 (FG) 197.9 (EX) 197.59 (FG) 197.9 (EX) 197.52 (FG) 197.8 (EX) 197.65 (FG) 197.8 (EX) 197.71 (FG) 197.9 (EX) 196.94 (AC) 197.8 (EX) 197.00 (AC) 197.8 (EX) 198.45 (AC) 198.0 (EX) 199.10 (FG) 198.0 (EX) 199.02 (FG) 198.0 (EX) 199.04 (FG) 198.0 (EX) 199.10 (FG) 198.0 (EX) 199.28 (FG) 197.9 (EX) 199.20 (FG) 197.9 (EX) 198.70 (AC) 197.9 (EX) 199.20 (TFC) 199.09 (CONC) 198.0 (EX) 199.09 (TFC) (EX) 198.0 (CONC) 199.04 (TFC) 199.04 (EX) 198.0 (AC) 198.50 (TFC) 199.00 -1.5% -1.5% 0.2% -0.6% -2.1% -0.6% -7.9% -2.3% -2.6% -2.4% -2.0% -9.0% 1.5% -5.8% -1.5% -1.5% -1.5% -1.9% -1.9% -2.5% -2.0% -2.1% -0.6% -2.0% 197.93 (AC) 198.0 (EX) -0.5% -2.5% -9.4% 0.7% -6.1% 1.1% -6.9% -10.7% 1.5% -7.6% -12.3% 198.76 (AC) 197.9 (EX) -1.0% -0.7% -2.6% -1.1% -1.5% -1.5% -3.5% -2.1% 198.20 (FG) 197.9 (EX) 198.28 (FG) 197.9 (EX) 1.5% -0.6% 198.24 (AC) 197.9 (EX) 197.35 (AC) 197.9 (EX) 196.42 (AC) 197.9 (EX) 196.46 (AC) 197.9 (EX) -2.0% -2.0% -2.0% -2.0% GR-DET-3 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 5' SITE GRADING DETAILS G. MALDONADO G. MALDONADO J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Plan Set\60-19_Grading.dwg 2023-6-15 12:45 PM APPROVED EXPIRES 6-30-2024 LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD GR-DET-3 CONSTRUCTION NOTES: FG = FINISH GRADE EXISTING GROUND SPOT ELEVATION PROPOSED PERCENT SLOPE AC = ASPHALT CONCRETE PROPOSED SPOT ELEVATION. XXX.X EX X.XX% X.XX% XXX.XX (XXX) RIM = RIM ELEVATION TFC = TOP FACE OF CURB SCALE IN FEET 0 5' 10' GENERAL NOTES: GR-13 23 OF 30 ST DETAIL SCALE:1"=5' CONTRACTOR SHALL CONSTRUCT SPEED TABLE, AS SHOWN, PURSUANT TO DETAIL ON SHEET GN-1. CONTRACTOR SHALL SET GRADE BREAK, AS SHOWN. ST GB GB GB GB ---PAGE BREAK--- TC-1 60-19 1" = 150' 1 OF 1 GRADING PERMIT TRAFFIC CONTROL PLAN WEST COAST HOME SOLUTION, LLC LEI-11X17 G. MALDONADO G. MALDONADO J. VAN AGTMAEL G. ZARTMAN CHECKED DRAWN DESIGN 2564 19TH ST SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-19 Boones Crossing Phase 6\dwg\Grading Traffic Control\60-19_Grading Traffic Control.dwg 2023-8-9 10:29 AM APPROVED EXPIRES LAYOUT TOTAL SHEETS PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING BOONES CROSSING PHASE 6 "ROAD WORK AHEAD" SIGN "TRUCKS ENTERING ROADWAY" SIGN "TRUCKS ENTERING ROADWAY" SIGN "ROAD WORK AHEAD" SIGN 300' 500' 500' 500' CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE SHALL NOT BE USED DURING GRADING PERMIT CONSTRUCTION ENTRANCE SHALL NOT BE USED DURING GRADING PERMIT BOONES FERRY RD. IRIS ST SPRING BLVD. AUTUMN BLVD.