Document Woodburn_doc_2d09eedd51

File number(s): Project name: Date of decision: Date of mailing: Applicant: Landowner: Site location: Decision: I n corporated 1889 Final Decision Planning Commission DR 22-18, MOC 22-02, & VAR 22-16 Boones Crossing Phase 6 June 8, 2023 June 1, 2023 Eugene Labunsky, West Coast Home Solutions, LLC West Coast Home Solutions, LLC Tax Lot 051W18C001405 (no assigned address, near the intersection of Iris Street at Boones Ferry Road) Approved with Conditions Public Hearing Summary On April 27, 2023, the Planning Commission held a public hearing for this Type Ill Design Review (DR), Modification of Conditions (MOC), and Variance (VAR) application package. Two Commissioners were absent. After closure of the record, the Commission voted 3-2 to tentatively deny the project. Commissioners unanimously passed a subsequent vote for staff to prepare findings and a final decision for review at the next meeting. At the May 11, 2023 meeting, the applicant submitted a letter to the Commission requesting to reopen the record to allow submittal and consideration of site plan revisions that address comments and concerns that were brought up at the April 27 meeting. The Commission voted 6- 0 to reopen the record, schedule an additional public hearing for June 8, 2023, and provide mailed notice to all individuals with standing. An additional public hearing was held on June 8, 2023. No testimony was received in support of the project. Testimony in opposition to the project was received from the following individuals: • Gilberto Villanueva, 1596 Iris Street ---PAGE BREAK--- • Larry & Jonnetta Chambers, 1488 Iris Street • Sydni Vandal Avila, 1447 Sunflower Street • Michael Mansur, 1472 Iris Street • Michael Robertson, 1426 Iris Street • Rudy Perez Delgato, 1456 Iris Street • Pettit, 1410 Iris Street • Hal & Dorothy Lokken, 1355 Autumn Boulevard Proposed Development The subject property is an undeveloped 8.41-acre property in the Single-Family Residential (RS) zoning district and encompasses a portion of land within Phase 6 of the Boones Crossing Planned Unit Development (PUD), a development originally approved in 1999 via Ordinance No. 2246. Numerous modifications and approvals occurred in the years following the original approval that, coupled with the passage of time and changes in ownership, created uncertainty about the project and ultimately led to the execution of a Statutory Development Agreement (SDA) in 2016 between the City and four separate owners of the remaining undeveloped phases of the PUD property. Contained within the original PUD approval and the SDA, Phase 6 was specified to include a medium density residential development of up to 94 multi-family dwelling units, a neighborhood commercial development of 1.35 acres, and a 3-acre public park. Since the execution of the SDA, the 3-acre park area was dedicated to the City by the Phase 6 property owner via Partition Plat 2018-057. The proposal before the Planning Commission was a Design Review application to construct a multifamily residential development of 94 townhouse-style dwelling units across 22 buildings. The applicant included a Modification of Conditions application with a request to remove the neighborhood commercial component within Phase 6, as well as a Variance application requesting to have one of the drive aisles encroach into a setback. Final Decision The Commission voted unanimously to approve the project as revised in the Staff Report Addendum published June 1, 2023 with the conditions recommended by staff. Appeals Per WOO 4.01.llE, the decision is final unless appealed pursuant to Oregon Revised Statutes (ORS), state administrative rules, and WOO 4.02.01. The appeal to City Council due date is twelve (12) days from the mailing date of this final decision notice per 4.02.0181. A valid appeal must meet the requirements of 4.02.01. A copy of the decision is available for inspection at no cost, and the City would provide a copy at reasonable cost at the Community Development Department, City Hall, 270 Montgomery Street, DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 2 of 3 ---PAGE BREAK--- Woodburn, OR 97071. For questions or additional information, contact the Planning Division at (503) 982-5246 or [EMAIL REDACTED] .or.us. Sincerely, Date Affirmed, Date DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page3of3 ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 1 of 8 Conditions of Approval Section references throughout the conditions are to the Woodburn Development Ordinance (WDO). 1. Substantial Conformance: The applicant or successor shall develop the property in substantial conformance with the final plans submitted and approved with this application, except as modified by these conditions of approval. Were the applicant to revise plans other than to meet conditions of approval or meet building code, even if Planning Division staff does not notice and signs off on building permit issuance, Division staff retains the right to obtain restoration of improvements as shown on an earlier land use review plan set in service of substantial conformance. a. Revised parking: Prior to building permit issuance, revise the plans to remove the individual visitor parking stalls circled in red in the image below. These areas shall instead be landscaped common area. Revised site plan with parking stalls to remove and replace with landscaping circled in red. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 2 of 8 2. Grading Permit: Prior to beginning any grading work on-site, the applicant shall apply for and obtain a Grading Permit per 5.01.04. 3. Fencing Permit: To demonstrate conformance with 2.06.02 and 5.01.03, submit application for and obtain approval of a Fence Permit for any fencing. 4. Sign Permit: To demonstrate conformance with 3.10 and 5.01.10, submit application for and obtain approval of a Sign Permit for any new signage. 5. S. Boones Ferry Road improvements: Right-of-way (ROW) improvements to S. Boones Ferry Road along the frontage of the subject property shall conform to Figure 3.01C. Complete the following items prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 3.01.02E and 4.02.08. a. ROW: Dedicate ROW to achieve 37 feet of width from centerline. b. Curb-to-curb: Construct 6-inch curbs on each side and pavement in between to provide for a 6-foot bike lane in each direction, a 12-foot travel lane in each direction, and a 12-foot center turn lane. c. Sidewalk: Construct a 6-foot wide sidewalk along the frontage, with a 1-foot buffer between the widened ROW boundary. d. Landscape strip: Construct a 6-foot wide landscape planter strip between sidewalk and curb (width measurement includes 6-inch curb). To meet 3.01.04B and 3.06.03A, the landscape strip shall be planted with at least 25 large size street trees and lawn grass or other species of groundcover. Large size trees are defined in Table 3.06B as having a height of 60-120 feet at maturity. Prohibited street tree species are outlined in Table 3.06C. 6. South Arterial improvements: Half-street right-of-way (ROW) improvements to the South Arterial along the frontage of the subject property shall conform to the cross-section illustrated on Sheet PP-4. Complete the following items prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 3.01.02E and 4.02.08. a. ROW: Dedicate ROW as illustrated on Sheet RD-1. The width is 38 feet, except near the intersections with S. Boones Ferry Road and Iris Street where it increases. b. Curb-to-curb: Construct 6-inch curbs on each side and 21 feet of roadway pavement. c. Sidewalk: Construct a 5-foot wide sidewalk along the frontage, with a 1-foot buffer between the ROW boundary. d. Landscape strip: Construct a 7-foot wide landscape planter strip between sidewalk and curb (width measurement includes 6-inch curb). To meet 3.01.04B and 3.06.03A, the landscape strip shall be planted with at least 23 large size street trees and lawn grass or other species of groundcover. Large size trees are defined in Table 3.06B as having a height of 60-120 feet at maturity. Prohibited street tree species are outlined in Table 3.06C. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 3 of 8 7. Iris Street improvements: Construct the following right-of-way (ROW) improvements to Iris Street along the frontage of the subject property. Pursuant to Figure 3.01A, the improvement requirements also apply to the frontage along the adjacent public park property (Tax Lot 051W18C001406). Complete the following items prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 3.01.02E and 4.02.08. a. Sidewalk: Construct a 5-foot wide sidewalk along the subject property frontage, with a 1-foot buffer between the ROW boundary. Construct a 6-foot wide sidewalk along the adjacent park frontage. b. Landscape strip: Construct a 4.5-foot landscape planter strip between sidewalk and existing curb along the frontage of the subject property, and a 5.5-foot landscape strip between sidewalk and existing curb along the frontage of the adjacent park property. To meet 3.01.04B and 3.06.03A, the landscape strips shall be planted with at least 36 small size street trees and lawn grass or other species of groundcover. Small size trees are defined in Table 3.06B as having a height of 18-40 feet at maturity. Prohibited street tree species are outlined in Table 3.06C. c. For the improvements along the adjacent park property frontage, the applicant may instead pay a fee-in-lieu. To determine the fee, the applicant shall submit a cost estimate for the improvements prepared by a licensed civil engineer. The cost estimate shall be vetted by the Public Works Director prior to acceptance. 8. Bus transit: To encourage transit ridership for residents of the development as a method of transportation demand management, the developer shall either install a shelter structure at the Parr Road / Settlemier Avenue / Front Street / S. Boones Ferry Road intersection to the specs specified by the Assistant City Administrator or designee, or pay a fee-in-lieu of $15,000. If opting to pay the fee, payment is due prior to building permit issuance for the first building. 9. Easements: Grant the following easements. A draft copy of each easement shall be provided to the City for review prior to recordation with Marion County. Proof of recordation shall be submitted prior to building permit issuance for the first building. a. S. Boones Ferry Road streetside PUE: A 5-foot wide public utility easement (PUE) along the widened ROW, pursuant to Figure 3.01C and 3.02.01B. Maximum width of this easement is 8 feet per 3.02.01F2a. b. South Arterial streetside PUE: A 5-foot wide minimum PUE along the ROW, pursuant to Figure 3.01C and 3.02.01B. Maximum width of this easement is 8 feet per 3.02.01F2a. c. Iris Street streetside PUE: A 5-foot wide minimum PUE along the ROW, pursuant to Figure 3.01G and 3.02.01B. Maximum width of this easement is 8 feet per 3.02.01F2a. d. Public water easement: A 16-foot wide PUE centered along the public water line running through the site, pursuant to 3.02.01A & C. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 4 of 8 10. Street lighting: Pursuant to 3.02.03A, adjacent street lighting shall comply with City of Woodburn and Portland General Electric (PGE) standards and specifications. The applicant shall either provide documentation to the attention of the Public Works Department indicating that existing illumination complies with the standards or install new lighting to conform. This is due prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 4.02.08. 11. Underground utilities: Pursuant to 3.02.04, all utility services to and within the development shall be underground. 12. Traffic safety mitigation: The following safety mitigations are due prior to building permit issuance for the first building. a. I-5 northbound off-ramp: To mitigate current and future safety issues at the I-5 northbound off-ramp intersection with OR 214, the developer shall pay to the City a $5,000 proportionate share mitigation fee (TSP Roadway Plan Project R9). b. Parr Road / S. Front Street / Settlemier Avenue / S. Boones Ferry Road intersection: To fund a safety study of this intersection and determine appropriate improvements, the developer shall pay to the City a $5,000 proportionate share mitigation fee. c. Existing mailbox: The developer shall relocate the existing mail gangbox along Iris Street at the intersection with Autumn Boulevard to a location acceptable to the Public Works Director and USPS. d. Speed tables: The developer shall revise plans to add speed tables to drive aisles throughout the site as a traffic safety measure to limit vehicle speed through the site. Design and location of speed tables shall be to the satisfaction of the Community Development Director and Woodburn Fire Marshal. 13. Private walkways: Each dwelling shall have a private walkway connection between the front door and on-site walkway system in conformance with 3.04.06C. 14. Walkway crossings: Pursuant to 3.04.06D2, each internal walkway crossing of a drive aisle shall be an extension of walkway concrete or in the form of a speed table. 15. Guest parking: Regarding the two groups of six guest parking stalls: a. To meet 3.05.02H and Table 3.05B, complete one of the following: i. Revise stall dimensions for each stall to be at least 18 feet long; ii. Revise the width of the adjacent concrete walkways to be at least 5.5 feet; or iii. Stripe each stall as a compact parking stall. b. To meet 3.05.02K, stalls shall be delineated with double parallel line striping. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 5 of 8 16. Bicycle parking: Pursuant to Table 3.05D and 3.05.06, each 1-car garage dwelling shall have at least one wall-mounted bicycle parking facility and each 2-car garage dwelling shall have at least two wall-mounted bicycle parking facilities. 17. Electric vehicle parking: Pursuant to Table 3.05E and 3.05.03I, level 2 electric vehicle charging equipment shall be installed in the garage for at least 10 of the dwellings. 18. Interface with the adjacent park property (Tax Lot 051W18C001406): The following items are due prior to building permit issuance for the first building. a. Screening: The developer shall install 6-foot tall chainlink fencing with black vinyl coating along the shared property line with the adjacent public park property (Tax Lot to function as screening between the two properties. Fencing shall incorporate at least one gate, entrance, or opening at the southwest corner of the park property to allow pedestrian access between the centrally-located common area and the park. Final location and design of the fence shall be acceptable to the Assistant City Administrator and Community Development Director. Alternatively, the applicant may pay a fee-in-lieu of $37,200. b. Walkway: The developer shall construct a 5-foot wide walkway extension between the on-site walkway system and the southwest corner of the adjacent public park property. A conceptual illustration of the fencing and walkway required by Condition 18. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 6 of 8 19. Exterior lighting: To demonstrate conformance with the exterior lighting provisions in 3.11.02, the developer shall provide an exterior lighting plan as part of the review of on- site civil plans. ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 7 of 8 Notes to the Applicant The following are not planning / land use / zoning conditions of approval, but are notes for the applicant to be aware of and follow: 1. Permits: Permits are applied for using the Oregon ePermitting online permit system. The City Building Division administers building and mechanical permits; Marion County Public Works administers plumbing and electrical permits. 2. Records: Staff recommends that the applicant retain a copy of the subject approval. 3. Fences, fencing, & free-standing walls: The approval excludes any new fences, fencing, & free-standing walls, which are subject to WDO 2.06 and the permit process of 5.01.03. 4. Signage: The approval excludes any signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 5. Other Agencies: The applicant, not the City, is responsible for obtaining permits from any county, state and/or federal agencies, which may require approval or permit, and must obtain all applicable City and County permits for work prior to the start of work and that the work meets the satisfaction of the permit-issuing jurisdiction. The Oregon Department of Transportation (ODOT) might require highway access, storm drainage, and other right-of-way (ROW) permits. All work within the public ROW or easements within City jurisdiction must conform to plans approved by the Public Works Department and must comply with a Public Works Right-of-Way permit issued by said department. Marion County plumbing permits must be issued for all waterline, sanitary sewer, and storm sewer work installed beyond the Public Right-of-Way, on private property. 6. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. Contact Planning Division staff at least three City business days prior to a desired date of planning and zoning inspection of site improvements. This is required and separate from and in addition to the usual building code and fire and life safety inspections. Note that Planning staff are not primarily inspectors, do not have the nearly immediate availability of building inspectors, and are not bound by any building inspector’s schedule or general contractor convenience. 7. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Oregon Department of Transportation (ODOT), Public Works storm water practices and the Storm Drainage Master Plan. The applicant shall provide a final hydraulic analysis for the development and collection system, including the capacity of the proposed storm sewer system. All required on-site detention area for the runoff from this site will need ---PAGE BREAK--- DR 22-18, MOC 22-02, & VAR 22-16 Final Decision Page 8 of 8 to be provided in accordance with the hydraulic analysis. The detention system is to be maintained by the applicant in perpetuity. 8. Public Works Review: Staff performs final review of the civil plans (within City right-of-way jurisdiction) during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, ODOT, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. All improvements/work within the right-of-way shall be completed prior to final building inspection. 9. ODOT review: Applicant is required to obtain a permit from ODOT for all work within ODOT jurisdiction. Applicant to provide a copy of the ODOT permit approval prior to building permit issuance. 10. Franchises: The applicant provides for the installation of all franchised utilities and any required easements. 11. Water: All water mains and appurtenances must comply with Public Works, Building Division, and Woodburn Fire District requirements. Existing water services lines that are not going to be use with this new development must be abandoned at the main line. The City performs required abandonment of existing water facilities at the water main with payment by the property owner. All taps to existing water mains must be done by a “Hot Tap” method and by approved City of Woodburn Contractors. The applicant shall install the proper type of backflow preventer for all domestic, lawn irrigation and fire sprinkler services. The backflow devices and meters shall be located near the city water main within an easement, unless approved otherwise by Public Works. Contact Byron Brooks, City of Woodburn Water Superintendent, for proper type and installation requirements of the backflow device at (503) 982-5380. 12. Grease Interceptor/Trap: If applicable, a grease trap would need to be installed on the sanitary service, either as a central unit or in the communal kitchen/food preparation area. Contact Marion County Plumbing Department for permit and installation requirements, (503) 588-5147. 13. Fire: Fire protection requirements must comply with the Woodburn Fire District standards and requirements. Place fire hydrants within the public ROW or public utility easement and construct them in accordance with Public Works Department requirements, specifications, standards, and permit requirements. Fire protection access, fire hydrant locations and fire protection issues must comply with current fire codes and Woodburn Fire District standards. See City of Woodburn Standard Detail No. 5070-2 Fire Vault. The fire vault must be placed within the public right-of-way or public utility easement. 14. SDCs: The developer pays System Development Charges prior to building permit issuance. ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] Public Works Comments DR 22-18, MOC 22-02, & VAR 22-16 Boones Crossing Phase 6 Tax lots 051W18C001405 April 20, 2023 CONDITIONS OF LAND USE APPROVAL A. General 1. The Applicant, not the City, is responsible for obtaining any necessary permits from the State, Marion County, Oregon Division of State Lands, US Army Corps of Engineering and/or federal agencies that may require such permit or approval for the construction of this development. 2. Applicant to provide a final Engineer stamped storm drainage hydraulic analysis report for detention, conveyance system and a final 100-year floodway, floodplain, and wetland delineation for this development if applicable. The storm drainage hydraulic analysis shall comply with, Oregon Division of State Lands, US Army Corps of Engineering and City’s requirements, as applicable. Applicant is responsible for correcting/upgrading any existing storm drainage capacity deficiencies, including upgrading private and public storm drainage systems or installing a new drainage system as per City’s and Marion County’s requirements and per approved Storm Drainage Hydraulic Analysis Report. 3. Applicant is responsible for correcting/upgrading any storm drainage capacity deficiencies, including upgrading private storm drainage systems or installing a new public drainage system as per City’s requirements and per approved Storm Drainage Hydraulic Analysis Report. 4. The applicant is required to upgrade the existing cross-section of S Boones Ferry Road to the City’s minimum cross-section standards for a minor arterial, as applicable. 5. On-site existing water wells and subsurface sewage disposal systems shall be abandoned by the applicant in accordance with all state regulations and requirements, if applicable. 6. All sanitary sewer and storm drainage laterals serving the proposed developments are private up to the main public line. 7. The Applicant, by this Development, shall not cause storm water runoff to be impounded on adjacent properties. B. CONDITIONS TO BE COMPLETED PRIOR TO CIVIL PLANS APPROVAL: 1. Applicant to provide a copy of approved permit(s) from the Oregon Division of State Lands and US Army Corps of Engineering and Marion County, as applicable. ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] 2. If required, a Permit from the Oregon Division of State Lands and US Army Corps of Engineering will need to be obtained to mitigate/delineated wetlands. This shall be obtained prior to the city issuance of permit. The applicant, as applicable, shall also obtain other required regulatory permits. 3. Department of Environmental Quality Erosion Control 1200C permit will need to be obtained for this development prior to City issuing approval of civil plans. 4. Applicant to provide for the installation of all franchise utilities and shall provide any required easements for these facilities. All permanent utility services to the development shall be underground. 5. Applicant to provide/install street lighting along all public streets in accordance with street lighting plan approved by the City and conforming to Portland General Electric installation under option B. 6. Applicant to construct private storm sewer systems, including detention facilities in accordance with approved plans and drainage reports. All required on-site and off-site detention area(s) for the runoff from this site will need to be provided in accordance with the hydraulic analysis. The property owner shall maintain all on-site detention areas in perpetuity. 7. All public sewer mains are a gravity system and the termini of sewer lines locations, depths, and sizes shall be such that it is suited for future extensions to adjoining areas. 8. All City-maintained facilities located on private property shall require a minimum of 16-foot wide utility easement conveyed to the City by the property owner. This is the applicant’s responsibility to provide, not the City’s. Utilities of unusual depth, size or location may require a larger width. 9. The applicant in accordance with all state regulations and requirements shall abandon on- site existing water wells and subsurface sewage disposal systems. 10. Applicant to provide a flexible pavement structured designed, for all new public streets, by a registered professional engineer using subgrade reaction appropriate for the site, traffic index, and a 20-year design life for pavement system. Structure thicknesses shall not be less than values form table on City of Woodburn Standard Detail No. 42001 (Typical Pavement Structure). 11. The owner/applicant shall be required to enter into an improvement agreement. 12. Applicant to pay all public improvements (right-of-way) fees for all public improvements that are to be maintained by the city as per Ordinance #1795. 13. Final review of the Civil Plans will be done during the Subdivision/Improvements Application for Construction. Public infrastructure will be designed and constructed in accordance with plans approved by public works and complying with City, Marion County, State and Federal requirements/guidelines current at the time of the subdivision/improvement’s application. 14. Provide and record the required right-of-way dedications and public utility easements, at time of final plat recordation. 15. All public improvements shall be deemed complete prior to final plat recordation. 16. System Development charges shall be paid prior to building permit issuance. ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] 17. All onsite private storm systems and sewer lateral lines shall comply with Marion County plumbing permit and requirements. ---PAGE BREAK--- SITE PLAN LEGEND OBJECT/PATTERN DESCRIPTION(S) - BUILDING FOOTPRINT - PROPERTY LINE - SETBACK LINES - PROPERTY DATUM POINT - ASPHALT - CONCRETE - GRASS WCHS BOONE'S FERRY DEVELOPMENT CALCULATIONS UNIT TYPE: UNIT: BUILDING: RESIDENTIAL (SF): GARAGE SF/UNIT DRIVEWAY SPACES: PARKING: BUILDING: # OF UNITS: DISCRIPTION: S, T, X R, U, V, W 5 4 A A 7,748 GARAGE SPACES 438 438 5 B 1,563 252 31 63 TOTAL A TOTAL B - - 60,047 98,469 13,733 15,882 62 63 94 TOTAL - 149,138 29,615 125 1 7,815 C,D,E,F,J,K,M, N,O A, B, G, H, P, Q 1,563 4,689 1,937 1,937 9,685 2 2 2 2 1 1 1 252 3 B 62 63 125 ZONING: RESIDENTIAL SIGNLE FAMILY (RS) BOONES CROSSING PUD SITE: 359,888 S.F. 8.41 ACRES BUILDING AREA: PROVIDED GROSS AREA: 98,382 SF 27% PAVING AREA: PROVIDED GROSS AREA: 121,161 SF 34% PRIVATE PATIOS: 15,259 SF DRIVEWAYS: 38,286 SF DRIVE ISLE: 67,616 SF COMMON OPEN SPACE: REQUIRED 30% OF TOTAL AREA PROVIDED 30% GROSS AREA: 110,134 SF COMMON OPEN SPACE: 106,290 SF *IMPROVED COMMON AREA: 5,465 SF PRIVATE OPEN SPACE: REQUIRED 96 SF PER UNIT = 8,640 SF PROVIDED PATIOS: 13,294 SF RIGHT OF WAY: PROVIDED 32,426 SF 9% MAX HIGHT: PROPOSED 27’-0” APPROXIMATELY MAX. 35’-0” ALLOWED PARKING: REQUIRED: 188 PROVIDED: 269 GARAGE STALLS: 125 DRIVEWAY STALLS: 125 GUEST STALLS: 19 PROJECT INFORMATION BUILDING C BUILDING V BUILDING W BUILDING U BUILDING D BUILDING J BUILDING N BUILDING K BUILDING O BUILDING H 2,318 S.F. OPEN SPACE BUILDING A BUILDING B BUILDING M BUILDING E BUILDING T BUILDING F BUILDING G BUILDING P BUILDING Q BUILDING R BUILDING S 1,057 S.F. OPEN SPACE 856'-3" 268'-1" 411'-11" FUTURE PLAYGROUND SITE BUILDING X 1,440 S.F. OPEN SPACE 650 S.F. OPEN SPACE 10'-6" 26'-0" 26'-0" 30'-6" 86'-0" 30'-6" 26'-0" 30'-6" 30'-6" 26'-0" 10'-6" 20'-0" 20'-0" BOONES FERRY RD CLIENT: TITLE: DATE: PROJECT/LOCATION: WCHS BOONE'S FERRY TOWNHOMES WOODBURN, OREGON 97071 LU.01 ENLARGED SITE PLAN 05/23/23 SCALE: 1" = 50'-0" 1 SITE PLAN ---PAGE BREAK--- 1012 Pine Street Designs, Silverton, Oregon LLC Laurus WEST COAST HOME SOLUTIONS BOONES FERRY ROAD WOODBURN, OREGON 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: [PHONE REDACTED] / Fx: [PHONE REDACTED] Issue: Date: Rev: Description: Date: May 12th, 2023 OWNER WEST COAST HOME SOLUTIONS PH: [PHONE REDACTED] CONTRACTOR Company name PH: CIVIL ENGINEER LEI ENGINEERING & SURVEYING OF OREGON, LLC PH: [PHONE REDACTED] STRUCTURAL ENGINEER MSC ENGINEERS INC. PH: [PHONE REDACTED] LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC PH: [PHONE REDACTED] JURISDICTION CITY OF WOODBURN PH: [PHONE REDACTED] Project 1477R LAURA A. ANTONSON 11/16/2007 OREGON 643 R E G I S T E R E D L A N D S C A P E A R C H I T E C T PRELIMINARY L0.0 COVER SHEET SHEET INDEX: LANDSCAPE ARCHITECT: CALL BEFORE YOU DIG: www.callbeforeyoudig.org 1.[PHONE REDACTED] MAP COURTESY OF GOOGLE VICINITY MAP: L0.0 COVER SHEET L1.1 PLANTING PLAN L1.2 PLANTING PLAN L1.3 PLANTING PLAN AND SCHEDULE L1.4 PLANTING NOTES AND DETAILS DRAWINGS FOR: PROJECT SITE CBTWO ARCHITECTS, LLC 500 LIBERTY STREET SE, STE 100 SALEM, OREGON 503 . 408 . 8700 LAURUS DESIGNS, LLC LAURA ANTONSON, RLA, ASLA 1012 PINE STREET SILVERTON, OREGON 97381 503 . 784 . 6494 [EMAIL REDACTED] WEST COAST HOME SOLUTIONS: WOODBURN SOUTH BOONES FERRY ROAD WOODBURN, OREGON ---PAGE BREAK--- V V V V V V V V V V V V V V V B L D G . N' B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . S . B O O N E S F E R R Y R D . S . A R T E R I A L D R I V E D R I V E D R I V E D R I V E STREET SETBACK LANDSCAPE 1 PU / 15 SF STREET SETBACK LANDSCAPE 1 PU / 15 SF STREET SETBACK LANDSCAPE 1 PU / 15 SF SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK PROPERTY LINE PROPERTY LINE B L D G . OPEN SPACE 1,536 SF OPEN SPACE 2,318 SF SIDEWALK FIRE HYDRANT, TYP. TOT LOT 876 SF BENCH 2' X 3' STEPSTONE, TYP. FIRE HYDRANT, TYP. SIDEWALK SIDEWALK SIDEWALK LIGHT, TYP. LIGHT, TYP. LIGHT, TYP. (20) RASP (21) RASP GATHERING AREA BENCH SIDEWALK OPEN SPACE 1,820 SF 42" HT. FENCE 1012 Pine Street Designs, Silverton, Oregon LLC Laurus WEST COAST HOME SOLUTIONS BOONES FERRY ROAD WOODBURN, OREGON 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: [PHONE REDACTED] / Fx: [PHONE REDACTED] Issue: Date: Rev: Description: Date: May 12th, 2023 OWNER WEST COAST HOME SOLUTIONS PH: [PHONE REDACTED] CONTRACTOR Company name PH: CIVIL ENGINEER LEI ENGINEERING & SURVEYING OF OREGON, LLC PH: [PHONE REDACTED] STRUCTURAL ENGINEER MSC ENGINEERS INC. PH: [PHONE REDACTED] LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC PH: [PHONE REDACTED] JURISDICTION CITY OF WOODBURN PH: [PHONE REDACTED] Project 1477R LAURA A. ANTONSON 11/16/2007 OREGON 643 R E G I S T E R E D L A N D S C A P E A R C H I T E C T PRELIMINARY MATCHLINE SEE SHEET L1.3 MATCHLINE SEE SHEET L1.2 TOTAL SITE AREA (SF) = 359,888 SF (8.26 ACRES) TOTAL LANDSCAPE AREA = 112,860 SF (31% OF SITE) Site Information SCALE 0' 10' 20' 40' L1.1 PLANTING PLAN SCALE: 1" = 20' - 0" STREET SETBACK = 1 PLANT UNIT (PU) PER 15 SF BUFFER = 1 PLANT UNIT (PU) PER 20 SF OTHER YARDS = 1 PLANT UNIT (PU) PER 50 SF COMMON OPEN SPACE = 3 PLANT UNIT (PU) PER 50 SF Landscape Requirements Plant Units SIGNIFICANT TREE = 15 PU LARGE TREE = 10 PU MEDIUM TREE = 8 PU SMALL TREE = 4 PU LARGE SHRUB = 2 PU SMALL/MEDIUM SHRUB = 1 PU LAWN/GROUND COVER = 1 PU / 50 SF BENCH = .5 PU / LF 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, AND UTILITIES. 4. STREET TREES SELECTED FROM CITY OF WOODBURN STREET TREE LIST. 5. PLANT SCHEDULE SEE SHEET L1.3. 6. PLANTING NOTES AND DETAILS SEE SHEET L1.4. 7. CHILDREN'S PLAY AREA AND WOODCHIP PLAY SURFACE TO CONFORM TO CPSC AND ASTM PLAYGROUND STANDARDS AND GUIDELINES. EQUIPMENT TO BE SELECTED. PLAY EQUIPMENT TO BE SELECTED BY OWNER. 8. AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: Legend: ENGINEERED WOODCHIP SURFACE, 12" MIN. DEPTH, SEE NOTES THIS SHEET FOR SAFETY INFORMATION. ROUND ROCK, 2"-3" DIAMETER, 4"-6" DEEP, GRAY BENCH WITH BACK, 6' LONG ---PAGE BREAK--- V V V B L D G . STREET SETBACK LANDSCAPE 1 PU / 15 SF B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . B L D G . S . B O O N E S F E R R Y R D . D R I V E D R I V E D R I V E I R I S S T R E E T STREET SETBACK LANDSCAPE 1 PU / 15 SF SIDEWALK SIDEWALK SIDEWALK SIDEWALK PROPERTY LINE FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. SIDEWALK SIDEWALK LIGHT, TYP. (20) RASP (20) RASP STREET SETBACK LANDSCAPE 1 PU / 15 SF LIGHT, TYP. FIRE HYDRANT, TYP. Landscape Planting Requirements: Common Areas REQUIRED PLANTS: 3 PLANT UNITS (PU) / 50 SF LANDSCAPE SQUARE FOOTAGE = 15,301 SF NUMBER OF PLANT UNITS = 918 PU Plants # of Plants Plant Units Significant Tree 0 0 Large Tree 3 30 Medium Tree 20 160 Small Tree 6 24 Large Shrub 132 264 Small / Medium Shrub 158 158 Lawn / Groundcover 13,206 sf 264 Bench 36 lf 18 Total Plant Units 918 Landscape Planting Requirements: Street Setback: Iris Street REQUIRED PLANTS: 1 PLANT UNIT (PU) / 15 SF LANDSCAPE SQUARE FOOTAGE = 1908 SF NUMBER OF PLANT UNITS = 127 PU Plants # of Plants Plant Units Large Tree 0 0 Medium Tree 0 0 Small Tree 0 0 Large Shrub 58 116 Small / Medium Shrub 49 49 Lawn / Groundcover 166 sf 3 Total Plant Units 168 Landscape Planting Requirements: Street Setback: S. Boones Ferry REQUIRED PLANTS: 1 PLANT UNIT (PU) / 15 SF LANDSCAPE SQUARE FOOTAGE = 4733 SF NUMBER OF PLANT UNITS = 316 PU Plants # of Plants Plant Units Large Tree 0 0 Medium Tree 19 152 Small Tree 6 24 Large Shrub 0 0 Small / Medium Shrub 181 181 Lawn / Groundcover 413 sf 8 Total Plant Units 365 Landscape Planting Requirements: Street Setback: S. Arterial REQUIRED PLANTS: 1 PLANT UNIT (PU) / 15 SF LANDSCAPE SQUARE FOOTAGE = 4749 SF NUMBER OF PLANT UNITS = 317 PU Plants # of Plants Plant Units Large Tree 0 0 Medium Tree 9 72 Small Tree 7 28 Large Shrub 100 200 Small / Medium Shrub 119 119 Lawn / Groundcover 1294 sf 26 Total Plant Units 445 1012 Pine Street Designs, Silverton, Oregon LLC Laurus WEST COAST HOME SOLUTIONS BOONES FERRY ROAD WOODBURN, OREGON 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: [PHONE REDACTED] / Fx: [PHONE REDACTED] Issue: Date: Rev: Description: Date: May 12th, 2023 OWNER WEST COAST HOME SOLUTIONS PH: [PHONE REDACTED] CONTRACTOR Company name PH: CIVIL ENGINEER LEI ENGINEERING & SURVEYING OF OREGON, LLC PH: [PHONE REDACTED] STRUCTURAL ENGINEER MSC ENGINEERS INC. PH: [PHONE REDACTED] LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC PH: [PHONE REDACTED] JURISDICTION CITY OF WOODBURN PH: [PHONE REDACTED] Project 1477R LAURA A. ANTONSON 11/16/2007 OREGON 643 R E G I S T E R E D L A N D S C A P E A R C H I T E C T PRELIMINARY MATCHLINE SEE SHEET L1.1 SCALE 0' 10' 20' 40' L1.2 PLANTING PLAN SCALE: 1" = 20' - 0" Plant Units SIGNIFICANT TREE = 15 PU LARGE TREE = 10 PU MEDIUM TREE = 8 PU SMALL TREE = 4 PU LARGE SHRUB = 2 PU SMALL/MEDIUM SHRUB = 1 PU LAWN/GROUND COVER = 1 PU / 50 SF BENCH = .5 PU / LF 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, AND UTILITIES. 4. STREET TREES SELECTED FROM CITY OF WOODBURN STREET TREE LIST. 5. PLANT SCHEDULE SEE SHEET L1.3. 6. PLANTING NOTES AND DETAILS SEE SHEET L1.4. 7. CHILDREN'S PLAY AREA AND WOODCHIP PLAY SURFACE TO CONFORM TO CPSC AND ASTM PLAYGROUND STANDARDS AND GUIDELINES. EQUIPMENT TO BE SELECTED. PLAY EQUIPMENT TO BE SELECTED BY OWNER. 8. AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: Legend: ENGINEERED WOODCHIP SURFACE, 12" MIN. DEPTH, SEE NOTES THIS SHEET FOR SAFETY INFORMATION. ROUND ROCK, 2"-3" DIAMETER, 4"-6" DEEP, GRAY BENCH WITH BACK, 6' LONG ---PAGE BREAK--- B L D G . B L D G . S . A R T E R I A L D R I V E I R I S S T R E E T STREET SETBACK LANDSCAPE 1 PU / 15 SF STREET SETBACK LANDSCAPE 1 PU / 15 SF SIDEWALK SIDEWALK SIDEWALK PROPERTY LINE B L D G . OPEN SPACE 1,057 SF BENCH FIRE HYDRANT, TYP. LIGHT, TYP. (11) RASP V Plant Schedule TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE 15 Acer platanoides 'Globosum' / Globe Norway Maple 2" Cal., B&B Small (Street Tree) 30 Acer rubrum 'Bowhall' / Bowhall Red Maple 2" Cal., B&B Medium 2 Acer rubrum 'October Glory' / October Glory Red Maple 2" Cal., B&B Large (Street Tree) 16 Carpinus betulus 'Fastigiata' / Pyramidal European Hornbean 2" Cal., B&B Small (Street Tree) 12 Chamaecyparis nootkatensis 'Pendula' / Weeping Nootka Cypress 10' Ht. Min., B&B Medium 7 Chamaecyparis obtusa 'Compacta' / Compact Hinoki False Cypress 10' Ht. Min., B&B Small 7 Cornus florida / Flowering Dogwood 2" Cal., B&B Small 10 Fagus sylvatica / European Beech 2" Cal., B&B Large (Street Tree) 11 Fagus sylvatica 'Dawyck Purple' / Dawyck Purple European Beech 2" Cal., B&B Medium 16 Juniperus scopulorum 'Blue Arrow' / Blue Arrow Juniper 4-6` Ht., B&B Small 15 Lagerstroemia indica / Crape 2" Cal., B&B Small (Street Tree) 7 Liriodendron tulipifera 'Arnold' / Arnold Tulip Poplar 2" Cal., B&B Medium 18 Nyssa sylvatica 'Wildfire' / Wildfire Tupelo 2" Cal., B&B Large (Street Tree) 48 Parrotia persica 'Vanessa' / Vanessa Persian Parrotia 2" Cal., B&B Small 3 Thuja plicata / Western Red Cedar 10' Ht. Min., B&B Large 2 Tsuga / Western Hemlock 10' Ht. Min., B&B Large 16 Zelkova serrata 'Green Vase' / Green Vase Sawleaf Zelkova 2" Cal., B&B Medium 14 Zelkova serrata 'JFS-KW1' TM / City Sprite Zelkova 2" Cal., B&B Small SHRUBS QTY BOTANICAL / COMMON NAME SIZE 61 Abelia x grandiflora 'Kaleidoscope' / Kaleidoscope Glossy Abelia 1 Gal. 193 Abelia x grandiflora 'Sherwoodii' / Sherwood Glossy Abelia 2 Gal. 47 Azalea x 'Mother's Day' / Mother's Day Azalea 2 Gal. 9 Berberis thunbergii 'Crimson / Crimson Japanese Barberry 2 Gal. 12 Euonymus alatus 'Compactus' / Compact Burning Bush 3 Gal. 72 Euonymus japonicus / Japanese Euonymus 3 Gal. 49 Ilex crenata 'Sky Pencil' / Sky Pencil Japanese Holly 24"-30" Ht. 110 Ilex crenata 'Soft Touch' / Soft Touch Japanese Holly 2 Gal. 68 Lonicera pileata / Privet Honeysuckle 2 Gal. 66 Nandina domestica 'Gulf Stream' TM / Gulf Stream Heavenly Bamboo 1 Gal. 124 Prunus laurocerasus 'Mount Vernon' / Mount Vernon English Laurel 1 Gal. 248 Prunus laurocerasus 'Otto Luyken' / Otto Luyken English Laurel 3 Gal. 173 Rhaphiolepis indica 'Dwarf Pink' / Dwarf Pink Indian Hawthorn 3 Gal. 237 Rhaphiolepis umbellata 'Snow White' / Yedda Hawthorn 3 Gal. 63 Rosa x 'KO Double' / Pink Double Knockout Rose 2 Gal. 79 Sarcococca confusa / Sweetbox 2 Gal. 55 Spiraea japonica 'Goldmound' / Goldmound Japanese Spirea 2 Gal. 5 Weigela florida `Alexandra` TM / Wine and Rose Weigela 3 Gal. GRASSES / PERENNIALS QTY BOTANICAL / COMMON NAME SIZE 131 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 Gal. 44 Hemerocallis Spp, / Daylily 1 Gal. 107 Liriope muscari 'Big Blue' / Big Blue Lilyturf 1 Gal. 50 Pennisetum alopecuroides `Burgundy Bunny` / Burgundy Bunny Dwarf Fountain Grass 1 Gal. 66 Pennisetum alopecuroides `Hameln` / Hameln Dwarf Fountain Grass 1 Gal. GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING RASP 131 (1,261 sf) Rubus calycinoides 'Emerald Carpet' / Emerald Carpet Creeping Bramble 1 Gal. 36" o.c. SPRG 148 (282 sf) Pachysandra terminalis / Japanese Pachysandra 1 Gal. 18" o.c. LAWN 55,918 sf ProTime 301 Water Smarter Fescue or Approved Equal Seed @ Rate of 350 lbs per Acre 1012 Pine Street Designs, Silverton, Oregon LLC Laurus WEST COAST HOME SOLUTIONS BOONES FERRY ROAD WOODBURN, OREGON 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: [PHONE REDACTED] / Fx: [PHONE REDACTED] Issue: Date: Rev: Description: Date: May 12th, 2023 OWNER WEST COAST HOME SOLUTIONS PH: [PHONE REDACTED] CONTRACTOR Company name PH: CIVIL ENGINEER LEI ENGINEERING & SURVEYING OF OREGON, LLC PH: [PHONE REDACTED] STRUCTURAL ENGINEER MSC ENGINEERS INC. PH: [PHONE REDACTED] LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC PH: [PHONE REDACTED] JURISDICTION CITY OF WOODBURN PH: [PHONE REDACTED] Project 1477R MATCHLINE SEE SHEET L1.1 SCALE 0' 10' 20' 40' L1.3 PLANTING PLAN AND SCHEDULE SCALE: 1" = 20' - 0" 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, AND UTILITIES. 4. STREET TREES SELECTED FROM CITY OF WOODBURN STREET TREE LIST. 5. PLANT SCHEDULE SEE THIS SHEET. 6. PLANTING NOTES AND DETAILS SEE SHEET L1.4. 7. CHILDREN'S PLAY AREA AND WOODCHIP PLAY SURFACE TO CONFORM TO CPSC AND ASTM PLAYGROUND STANDARDS AND GUIDELINES. EQUIPMENT TO BE SELECTED. PLAY EQUIPMENT TO BE SELECTED BY OWNER. 8. AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: Legend: ENGINEERED WOODCHIP SURFACE, 12" MIN. DEPTH, SEE NOTES THIS SHEET FOR SAFETY INFORMATION. ROUND ROCK, 2"-3" DIAMETER, 4"-6" DEEP, GRAY BENCH WITH BACK, 6' LONG ---PAGE BREAK--- 1012 Pine Street Designs, Silverton, Oregon LLC Laurus WEST COAST HOME SOLUTIONS BOONES FERRY ROAD WOODBURN, OREGON 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: [PHONE REDACTED] / Fx: [PHONE REDACTED] Issue: Date: Rev: Description: Date: May 12th, 2023 OWNER WEST COAST HOME SOLUTIONS PH: [PHONE REDACTED] CONTRACTOR Company name PH: CIVIL ENGINEER LEI ENGINEERING & SURVEYING OF OREGON, LLC PH: [PHONE REDACTED] STRUCTURAL ENGINEER MSC ENGINEERS INC. PH: [PHONE REDACTED] LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC PH: [PHONE REDACTED] JURISDICTION CITY OF WOODBURN PH: [PHONE REDACTED] Project 1477R L1.4 PLANTING NOTES AND DETAILS 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. PLANTING PLAN SEE SHEETS L1.1 TO L1.3. 3. PLANTING SCHEDULE SEE SHEET L1.3. General Notes: SEE PLANT LEGEND TRIANGULATE GROUND COVER PLANTS PER SPECIFIED ON CENTER SPACING. ON CENTER GROUND COVER SPACING DETAIL SCALE: NTS 4 L1.4 SPACING 3 X ROOTBALL 2'-0" MIN. TREE PLANTING DETAIL SCALE: NTS 1 L1.4 REMOVE TWINE, BURLAP AND ANY WIRE FROM ROOTBALL 2X2X8 WOOD STAKES OUTSIDE ROOTBALL. SECURE TO TREE WITH GALVINZIED WIRE AND SOFT TREE TIES. KEEP LOOSE TO ALLOW FOR 4" OF MOVEMENT EACH WAY. SECURE WIRE 3' UNDER FIRST LIMBS OR 5' FROM FINISH GRADE, WHICHEVER IS LOWEST. BACKFILL WITH 13 COMPOST AND 2 3 TOPSOIL. PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. EXISTING SITE SOIL ADDED TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE FINISHED GRADE AT A 15% MAX. SLOPE. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. MULCH AS NOTED. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL AND KEEP 4" AWAY FROM BASE OF TRUNK. SET ROOT FLARE AT OR 1" ABOVE FINISHED GRADE. TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. CENTRAL LEADER LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION, TAPER SIDES, SCARIFY BOTTOM AND EDGES OF EXISTING SOIL. EXISTING SOIL SET ROOTBALL ON EXISTING OR RECOMPACTED SOIL. 3 X ROOTBALL 2'-0" MIN. CONIFER PLANTING DETAIL SCALE: NTS 2 L1.4 REMOVE TWINE, BURLAP AND ANY WIRE FROM ROOTBALL 2X2X8 WOOD STAKES OUTSIDE ROOTBALL. SECURE TO TREE WITH GALVINZIED WIRE AND SOFT TREE TIES. KEEP LOOSE TO ALLOW FOR 4" OF MOVEMENT EACH WAY. BACKFILL WITH 13 COMPOST AND 2 3 TOPSOIL. PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. EXISTING SITE SOIL ADDED TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE FINISHED GRADE AT A 15% MAX. SLOPE. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. MULCH AS NOTED. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL AND KEEP 4" AWAY FROM BASE OF TRUNK. SET ROOT FLARE AT OR 1" ABOVE FINISHED GRADE. CENTRAL LEADER LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION, TAPER SIDES, SCARIFY BOTTOM AND EDGES OF EXISTING SOIL. EXISTING SOIL SET ROOTBALL ON EXISTING OR RECOMPACTED SOIL. SECURE LOW ON TRUNK, 2' TO 3' FROM FINISH GRADE AND UNDER FIRST LIMBS, WHICHEVER IS LOWEST. TAPER SIDES, SCARIFY BOTTOM AND EDGES OF HOLE. BACKFILL WITH 1/3 COMPOST AND 2/3 TOPSOIL. SET ROOT FLARE 1/2" ABOVE FINISHED GRADE. MULCH AS NOTED, KEEP 4" AWAY FROM BASE OF PLANT. 3 X ROOTBALL COVER PLANTING DETAIL SCALE: NTS 3 L1.4 SHRUB AND GROUND NOTES KEEP 18" FROM CURBS, SIDEWALKS, LAWN AND/OR TREES AND SHRUBS 1. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE IMMEDIATELY NOTIFIED. 2. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. 3. PLANT MATERIALS SHALL BE FREE OF DISEASE, INJURY, AND INSECT INFESTATION. UNHEALTHY OR DAMAGED PLANTS SHALL BE REPLACED BY LANDSCAPE CONTRACTOR. ALL PLANT MATERIAL SHALL FOLLOW THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK PUBLICATIONS INCLUDING ANSI A300 AND ANSI Z60. 4. PLANTER BEDS: ALL PLANTER BEDS SHALL HAVE A MINIMUM DEPTH OF 8" WORKABLE TOPSOIL, COMPACTED AT A MAXIMUM OF 85% STANDARD PROCTOR MAXIMUM DRY DENSITY. TOPSOIL SHALL BE OVER ROCK-FREE SUBGRADE. SUBGRADE TO BE RIPPED AND TILLED TO 6" DEPTH AND REMOVE ALL DEBRIS 2" OR LARGER. SMALL PLANTER AREAS MAY REQUIRE REMOVAL OF COMPACTED SOIL, ROCK, GRAVEL TO AT LEAST 18" DEEP. LOOSEN AND AMEND SOIL BEFORE REPLACING IN 6" LIFTS TO FINISH GRADE. 5. TOPSOIL MIX: AMEND EXISTING SOIL IN-SITU OR STOCK PILE SOIL ON SITE. IMPORT TOPSOIL ONLY AS NECESSARY. CONDUCT A SOIL SAMPLE FOR EACH TYPE OF PLANTER AREA. SEND SAMPLES TO AN INDEPENDENT LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE AND SPECIALIZING IN AGRONOMIC SOIL ANALYSIS FOR TESTING AND AMENDMENT RECOMMENDATIONS. 6. SOIL AMENDMENTS: ADD A MINIMUM OF 3" CLEAN, MATURE COMPOST TO TOPSOIL, TILL IN, FOR ALL PLANTER BEDS. FOR BIDDING PURPOSES, ASSUME GENERAL SOIL AMENDMENTS AS FOLLOWS PER 1000' SF AT 6" LIFTS UNTIL SOIL ANALYSIS RECOMMENDATION IS COMPLETE, SEE ABOVE FOR COMPOST: · 25 LBS GYPSUM · 75 LBS LIME · 8 LBS SUPERPHOSPHATE · 3 LBS AMMONIUM NITRATE · 4 OZS ZINC SULFATE · 8 OZS MANGANESE SULFATE 7. MYCORRHIZAL FUNGI INOCULATE: USE A COMBINED ENDO AND ECTO MYCORRHIZAL FUNGI INOCULATE SUCH AS BIO-ORGANICS OR EQUAL AT A RATE OF: · 2" CAL. B&B TREE: 3 TEASPOONS · 5 GALLON: 2 TEASPOONS · 1-3 GALLON PLANT: 1 TEASPOON · 4" POT: 1/4 TEASPOON · SEED/TURF: 1 LB PER 2000 SF DO NOT USE ON RHODODENDRON/AZALEA, HUCKLEBERRY, SEDGE, RUSH, HEATH. 8. PLANTING: VERIFY SOIL IS APPROPRIATELY DRY FOR DIGGING. SEE DETAILS THIS SHEET FOR HOLE DEPTH, WIDTH AND BACKFILL. DEEP WATER IMMEDIATELY AFTER PLANTING. 9. MOUND PLANTING BED AREAS 3% FOR POSITIVE DRAINAGE AND AESTHETICS. SLOPE AWAY FROM BUILDINGS. 10. BARK MULCH: SPREAD 2" MAX. DEPTH AGED FIR MULCH IN ALL PLANTER BEDS. KEEP MULCH AWAY FROM PLANT BASE. 11. FERTILIZER: DO NOT USE ADDITIONAL FERTILIZERS ON NEWLY PLANTED TREES FOR FIRST YEAR. 12. TREES: TREE STAKES TO BE REMOVED AFTER 6 MONTHS. 13. LAWN: PROVIDE 48" DIAMETER LAWN CUT-OUTS AROUND ALL TREES. MULCH CUT-OUTS, KEEP MULCH AT LEAST 4" AWAY FROM BASE OF TREE. KEEP LAWN 12" FROM FENCES AND BUILDINGS. MULCH AREAS AT FENCE AND BUILDING. 14. SEED: HYDROSEED IN SPRING AFTER MARCH 15TH OR FALL BEFORE OCTOBER 15TH. 15. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES. 16. NOTIFY LANDSCAPE ARCHITECT OF SUBSTITUTIONS. General Planting Notes: ---PAGE BREAK--- CV-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:35 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 PRELIMINARY 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. VICINITY MAP LOCATION PROJECT PROJECT LOCATION EXISTING PROPOSED 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 20 S PACIFIC HWY (99E) S BOONES FERRY RD UNION PACIFIC RAILROAD SHEET LIST TABLE SHEET # SHEET TITLE 01 COVER SHEET 02 EXISTING CONDITIONS 03 ROW DEDICATION & PROPOSED EASEMENTS 04 SITE PLAN 05 BOONES FERRY PLAN AND PROFILE 06 BOONES FERRY PLAN AND PROFILE 07 BOONES FERRY PLAN AND PROFILE 08 SOUTH ARTERIAL PLAN AND PROFILE 09 SOUTH ARTERIAL PLAN AND PROFILE 10 GRADING 11 GRADING 12 GRADING 13 COMPOSITE UTILITY PLAN 14 SANITARY SEWER SITE PLAN 15 SANITARY SEWER SITE PLAN 16 STORM SEWER SITE PLAN 17 STORM SEWER SITE PLAN 18 WATERLINE SITE PLAN 19 WATERLINE SITE PLAN 20 FIRE ACCESS PLAN ---PAGE BREAK--- 195 195 196 196 197 197 198 198 194 197 196 195 195 195 196 197 198 199 199 198 198 199 200 199 199 198 199 197 198 197 197 194 196 198 198 194 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 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 · 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. CALCULATED POINT. 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' 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 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:35 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 PRELIMINARY EX-1 RPC = RED PLASTIC CAP YPC = YELLOW PLASTIC CAP ALC = ALUMINUM CAP BPC = BLUE PLASTIC CAP 02 OF 20 28 29 ---PAGE BREAK--- L=22.14 R=14.00 718.80' L=64.31 R=166.00 23.29' L=22.12 R=14.00 756.08' RD-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC · 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. GENERAL NOTES: SCALE IN FEET 0 50' 100' 60-19 1" = 50' ROW DEDICATION & PROPOSED EASEMENTS RD-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' 37' IRIS STREET 25' 25' 25' 25' 20' PRIVATE ACCESS EASEMENT PARTITION PLAT NO. 2006-55 TO BE DESTINGUISHED 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:35 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 PRELIMINARY RD-1 8' PROPOSED PUE 5' PROPOSED PUE 5' PROPOSED PUE 5' PROPOSED PUE 7' PROPOSED ROW DEDICATION 30' 37' 38' PROPOSED ROW DEDICATION 03 OF 20 16' PROPOSED WATERLINE EASEMENT 16' PROPOSED WATERLINE EASEMENT 67' 16' PROPOSED STORMWATER EASEMENT ---PAGE BREAK--- V V V V V V V V V V V V V V V V V V V PROPERTY LINE PROPERTY LINE VISION CLEARANCE TRIANGLE VISION CLEARANCE TRIANGLE SP-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:35 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 PRELIMINARY SP-1 SCALE IN FEET 0 50' 100' CONSTRUCTION NOTES: PROPOSED TOWNHOMES (94 UNITS) PROPOSED PARKING AREA, TYP. DIM. 20' X 13' PROPOSED PARKING AREA, TYP. DIM. 20' X 25' PROPOSED ASPHALT SURFACING PROPOSED CATCH BASIN LOCATION, TYP. PROPOSED 5' CONCRETE WALK PROPOSED DRIVEWAY APPROACH PROPOSED 6' CONCRETE WALK PROPOSED VISITOR PARKING AREA, TYP. DIM. 9' X 17' NOTES: · REFERENCE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS PERTAINING TO SITE LAYOUT AND BUILDING DETAILS. 60-19 1" = 50' SITE PLAN SP-1 2 1 3 4 IRIS STREET BOONES FERRY RD AUTUMN BLVD SOUTH ARTERIAL SPRING BLVD IRIS STREET PL 50' ROW 25' 25' 14' 14' 5' DRIVE LANE 28' IRIS STREET ON-SITE FRONTAGE TYPICAL 5' 1' 1' ±4.5' SIDEWALK ℄ ROW PL 5' PROPOSED TYPICAL SECTION 1 1 6 6 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 6 5 5 5 6 6 6 2 2 7 7 7 7 7 7 7 6 6 3 3 3 3 6 6 2 4 4 4 4 2 5 5 5 5 7 7 5 7 5 7 2 04 OF 20 A B C D E F G U V W Y Z T S R L P K N J M H 12.0' 12.0' 28.2' 10.0' 10.0' 14.5' 14.5' 12.0' 10.0' 10.0' VISION CLEARANCE TRIANGLE (TYP.) 2 4 5 6 7 8 17.0' 5' 5' 5' 9 8 8 6 6 8 8 8 10' 5' PUE PLANTER STRIP DRIVE LANE PLANTER STRIP SIDEWALK DRIVE LANE PL 50' ROW 25' 25' 14' 14' 5' DRIVE LANE 28' IRIS STREET PARK FRONTAGE TYPICAL 5' 1' ±5.5' ℄ ROW PL 6' PROPOSED TYPICAL SECTION 10' PLANTER STRIP DRIVE LANE PLANTER STRIP SIDEWALK DRIVE LANE SIDEWALK 1' 3 3 3 2 2 2 2 2 2 2 2 2 9 9 9 9 9 10 9 9 9 ---PAGE BREAK--- 185 190 200 185 190 200 17+00 18+00 19+00 20+00 20+50 199.38 199.15 199.147 198.93 198.959 198.73 198.772 198.53 198.584 198.34 198.418 198.12 198.294 198.07 198.212 198.03 198.172 198.02 198.174 197.97 198.219 197.95 198.305 197.96 198.434 198.18 198.584 198.41 198.734 198.64 198.884 198.89 199.034 ROW SDMH-3 RIM: 198.28' STA: 17+60.80 OFF: 3.97' 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' 12" SD ~ 17.6' @ 0.26% PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 GRADE BREAK STA = 16+24.50 ELEV = 199.34' PVI STA: 18+25.00 PVI ELEV: 197.83 K : 148.15 LVC: 200.00 BVCS: 17+25.00 BVCE: 198.58 EVCS: 19+25.00 EVCE: 198.43 ROW SSMH-2 RIM: 198.35' STA: 17+47.41 OFF: -4.03' L 8" IE (OUT-E) = 190.17' 8" IE (IN-S) = 190.37' 8" SS ~ 7.3' @ 0.40% 4' MIN COVER 12" SD ~ 389.0' @ 0.26% -0.75% 0.60% 12" WAT 16+00 17+00 18+00 19+00 20+00 ROW CB-16 GRATE: 197.88' STA: 10+54.62 OFF: 30.86' R 10" IE (OUT-N) = 193.88' ROW CB-7 GRATE: 197.69' STA: 18+25.01 OFF: -24.00' L 10" IE (OUT-SE) = 193.93' ROW CB-6 GRATE: 196.70' STA: 17+84.75 OFF: -27.70' L 10" IE (IN-SE) = 192.66' 10" SD ~ 52.8' @ 0.33% ROW CB-8 GRATE: 197.45' STA: 18+24.99 OFF: 28.82' R 10" IE (IN-NW) = 193.75' 10" IE (OUT-SW) = 193.55' 10" SD ~ 39.7' @ -1.00% ROW CB-4 GRATE: 196.21' STA: 16+40.00 OFF: 20.28' R 12" IE (IN-W) = 192.36' 12" IE (OUT-NE) = 192.16' ROW CB-5 GRATE: 196.33' STA: 16+40.00 OFF: -20.05' L 12" IE (OUT-E) = 192.46' ROW SDMH-6 RIM: 197.88' STA: 17+68.91 OFF: 24.42' R 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" IE (OUT-E) = 191.62' 12" SD ~ 40.3' @ 0.26% 10" SD ~ 9.9' @ 0.33% 10" SD ~ 55.9' @ 3.10% 12" SD ~ 129.0' @ 0.26% MATCH LINE SEE NEXT SHEET 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:36 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 PRELIMINARY PP-1 PP-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' BOONES FERRY PLAN AND PROFILE PP-1 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: MATCH LINE SEE NEXT SHEET MH CB MH SD SD SD CG CG CG CG SW SW BOONES FERRY ROAD SOUTH ARTERIAL EXISTING ELEVATION FINISH ELEVATION PROPERTY LINE 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. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD364. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. CONTRACTOR SHALL INSTALL DITCH INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD370. ROAD NOTES: CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8, 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. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO CITY OF WOODBURN SPECIFICATIONS. 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 INSTALL STREET LIGHT, AS SHOWN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND CONNECT ELECTRICAL SERVICE TO STREET LIGHT. LIGHT POLE AND LIGHT FIXTURE SHALL MEET CITY STANDARD AND SHALL NOT BE INSTALLED PRIOR TO PUBLIC WORKS APPROVAL. SANITARY SEWER NOTES: CONTRACTOR SHALL INSTALL STANDARD SANITARY SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. 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. PIPE SIZES INDICATED HEREON. WATERLINE NOTES: CONTRACTOR SHALL INSTALL BLOW-OFF ASSEMBLY, AS SHOWN, PURSUANT CITY OF WOODBURN DETAIL 5050-2 AND 5000-5. CONTRACTOR SHALL INSTALL 12" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. SW CB CG SD MH TS SR SR SR PROPOSED FINISH GRADE AT CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE FH WL BIKE LANE TURN LANE NORTH BOUND LANE BIKE LANE SIDEWALK PLANTER STRIP 12' 12' 6' 12' 6' 6' 6' 1' 6' 48' 30' 37' EXISTING ROW 60' SOUTH BOUND LANE S. BOONES FERRY ROAD TYPICAL ℄ ROW 7' ROW DEDICATION PROPOSED 67' ROW 7' FUTURE 74' ROW FUTURE ROW WL TS TS BO MS MS BO WL SL SS SL SL SL · MINIMUM WATERLINE DEPTH OF 4.0' SHALL BE MAINTAINED. BOP WATERLINE TEE SS WATERLINE TEE BEGINNING OF PAVEMENT STA: 16+25.00 05 OF 20 PL PL 5' PUE F G 37' 30' BLOW-OFF ASSEMBLY PROPERTY LINE FH DI DI DI DI CB CB SD ---PAGE BREAK--- 185 190 200 185 190 200 21+00 22+00 23+00 24+00 198.89 199.034 199.10 199.184 199.26 199.334 199.37 199.484 199.45 199.634 199.52 199.775 199.60 199.899 199.66 200.005 199.60 200.095 199.63 200.167 199.71 200.222 199.74 200.260 199.76 200.281 199.80 200.285 199.76 200.272 ROW SDMH-4 RIM: 199.69' STA: 21+50.00 OFF: 4.00' R 12" IE (OUT-SW) = 192.97' 12" IE (IN-NE) = 193.07' 10" IE (IN-NW) = 193.17' 10" IE (IN-SE) = 193.17' PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 0.60% PVI STA: 23+25.00 PVI ELEV: 200.83 K : 365.45 LVC: 402.00 BVCS: 21+24.00 BVCE: 199.63 4' MIN COVER 12" SD ~ 421.0' @ 0.26% 12" SD ~ 389.0' @ 0.26% 20+00 21+00 22+00 23+00 24+00 ROW CB-9 GRATE: 199.29' STA: 21+50.00 OFF: 24.00' R 10" IE (OUT-NW) = 195.17' ROW CB-10 GRATE: 199.29' STA: 21+50.00 OFF: -24.00' L 10" IE (OUT-SE) = 193.45' 10" IE (OUT-N) = 193.65' 10" SD ~ 28.0' @ 1.00% 10" SD ~ 20.1' @ 10.00% 10" SD ~ 80.1' @ -0.50% ROW CB-15 GRATE: 198.57' STA: 22+30.00 OFF: -27.65' L 10" IE (IN-S) = 194.05' 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:36 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 PRELIMINARY PP-2 PP-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' BOONES FERRY PLAN AND PROFILE PP-2 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: MH SW SW SW SD SD CG CG CG CG CG CG BOONES FERRY ROAD MATCH LINE SEE PREVIOUS SHEET MATCH LINE SEE PREVIOUS SHEET MATCH LINE SEE NEXT SHEET MATCH LINE SEE NEXT SHEET 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. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD364. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. CONTRACTOR SHALL INSTALL DITCH INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD370. ROAD NOTES: CONTRACTOR SHALL INSTALL STREET LIGHT, AS SHOWN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND CONNECT ELECTRICAL SERVICE TO STREET LIGHT. LIGHT POLE AND LIGHT FIXTURE SHALL MEET CITY STANDARD AND SHALL NOT BE INSTALLED PRIOR TO PUBLIC WORKS APPROVAL. CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8, 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. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION. CONTRACTOR SHALL SET GRADE BREAK AS SHOWN. WATERLINE NOTES: CONTRACTOR SHALL INSTALL 12" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. CG CB TS SD MH PROPERTY LINE CB CB EXISTING ELEVATION FINISH ELEVATION PROPOSED FINISH GRADE AT CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE TS TS FH WL WL SW 12" WATERLINE · MINIMUM WATERLINE DEPTH OF 4.0' SHALL BE MAINTAINED. SL SL SL WATERLINE TEE 06 OF 20 C D E GB DI DI GB WL FH ---PAGE BREAK--- 185 190 200 185 190 200 24+00 25+00 26+00 27+00 27+25 199.76 200.272 199.72 200.242 199.69 200.195 199.69 200.130 199.72 200.049 199.70 199.950 199.72 199.834 199.84 199.731 199.87 199.677 199.87 199.670 199.77 199.711 199.81 199.801 199.92 199.920 200.00 199.996 ROW SDMH-5 RIM: 199.60' STA: 25+71.00 OFF: 4.00' R 12" IE (OUT-SW) = 194.16' 10" IE (IN-E) = 194.36' 12" IE (IN-NW) = 194.36' PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 GRADE BREAK STA = 26+56.58 ELEV = 199.83' PVI STA: 23+25.00 PVI ELEV: 200.83 K : 365.45 LVC: 402.00 EVCS: 25+26.00 EVCE: 199.83 PVI STA: 25+91.00 PVI ELEV: 199.50 K : 130.00 LVC: 130.00 BVCS: 25+26.00 BVCE: 199.83 EVCS: 26+56.00 EVCE: 199.83 0.50% 12" SD ~ 421.0' @ 0.26% 4' MIN COVER EX SS MH 1 RIM: 199.98' STA: 26+96.24 OFF: -4.31' L 8" IE (OUT-SE) = 192.48' 8" IE (OUT-NE) = 192.38' 8" SS ~ 119.7' @ 0.40% V 24+00 25+00 26+00 27+00 28+00 ROW CB-11 GRATE: 199.19' STA: 25+91.00 OFF: 24.00' R 10" IE (OUT-W) = 195.21' ROW CB-13 GRATE: 200.65' STA: 25+91.00 OFF: -24.18' L 12" IE (IN-NW) = 194.91' 12" IE (OUT-SE) = 194.71' ROW CB-14 GRATE: 199.12' STA: 25+91.00 OFF: -27.18' L 12" IE (OUT-SE) = 194.94' 12" SD ~ 34.6' @ 1.00% 10" SD ~ 28.3' @ 3.00% 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:36 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 PRELIMINARY PP-3 PP-3 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' BOONES FERRY PLAN AND PROFILE PP-3 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' 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. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 7100-4. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. CONTRACTOR SHALL INSTALL DITCH INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD370. ROAD NOTES: CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8, 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. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION. 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 INSTALL STREET LIGHT, AS SHOWN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND CONNECT ELECTRICAL SERVICE TO STREET LIGHT. LIGHT POLE AND LIGHT FIXTURE SHALL MEET CITY STANDARD AND SHALL NOT BE INSTALLED PRIOR TO PUBLIC WORKS APPROVAL. CONTRACTOR SHALL SET GRADE BREAK AS SHOWN. WATERLINE NOTES: CONTRACTOR SHALL INSTALL 12" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. CONTRACTOR SHALL CONNECT TO EXISTING WATER MAIN LINE. GENERAL NOTES: SW CB CG SD MH BOONES FERRY ROAD IRIS ROAD CB CB SD SD SD SW CG CG CG CG CG CG TS MATCH LINE SEE PREVIOUS SHEET MATCH LINE SEE PREVIOUS SHEET SW PROPERTY LINE PROPOSED FINISH GRADE AT CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE BEGINNING OF PAVEMENT STA 26+56.00 MATCH EXISTING MH SD SR SR SR EXISTING ELEVATION FINISH ELEVATION TS TS 12" WATERLINE FH EXISTING 12" WATERLINE CONNECTION SL SL SL · MINIMUM WATERLINE DEPTH OF 4.0' SHALL BE MAINTAINED. WL WL CE EXISTING 12" WATERLINE WATERLINE TEE WATERLINE TEE 07 OF 20 EXISTING 8" SANITARY SEWER LINE A C CE GB DI DI GB WL FH ---PAGE BREAK--- 180 190 200 180 190 200 15+00 16+00 17+00 18+00 19+00 19+44 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' PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 197.66 197.439 197.81 197.564 197.97 197.689 198.00 197.814 197.98 197.939 197.94 198.064 197.89 198.182 197.87 198.272 197.79 198.330 197.72 198.357 197.66 198.352 197.64 198.316 197.67 198.250 197.60 198.151 197.70 198.028 197.69 197.903 197.74 197.778 197.80 197.653 197.86 197.38 0.23% -0.50% GRADE BREAK STA = 19+27.81 ELEV = 197.39' 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 0.50% 0.23% -0.50% 18" SD ~ 250.0' @ 0.20% 18" SD ~ 429.2' @ 0.20% EX SS MH 7 RIM: 197.43' STA: 19+30.14 OFF: -2.92' L 10" IE (OUT-N) = 186.19' 8" IE (IN-W) = 186.39' ROW SSMH-1 RIM: 197.48' STA: 14+70.67 OFF: -2.87' L 8" IE (OUT-E) = 188.23' 8" IE (IN-W) = 188.33' 4' MIN COVER 8" SS ~ 459.5' @ 0.40% 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' V V 15+00 16+00 17+00 18+00 19+00 19+44 10" SD ~ 32.5' @ 2.00% EX SD MH 9 RIM: 197.18' STA: 19+38.18 OFF: -12.43' L 12" IE (IN-E) = 189.53' 18" IE (IN-W) = 189.63' 10" IE (IN-NW) = 191.63' 18" IE (OUT-N) = 189.43' ROW CB-2 RIM: 197.31' STA: 15+08.98 OFF: -21.00' L 10" IE (OUT-S) = 192.24' 10" SD ~ 8.8' @ 18.00% ROW CB-1 RIM: 196.83' STA: 19+08.97 OFF: -26.61' L 10" IE (OUT-SE) = 192.28' 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:36 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 PRELIMINARY PP-4 PP-4 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' SOUTH ARTERIAL PLAN AND PROFILE PP-4 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: SD SD SD MH CG CG CG SW SW SW TS TS TS CG MATCH LINE SEE NEXT SHEET MATCH LINE SEE NEXT SHEET EXISTING ELEVATION FINISH ELEVATION STORM SEWER NOTES: CONTRACTOR SHALL INSTALL ADS N-12 PIPE, AS SHOWN, AND SHALL BACKFILL AND BED IN ACCORDANCE WITH CITY OF WOODBURN STANDARD DETAILS 3800-1 AND 3800-2. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 7100-4. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. ROAD NOTES: CONTRACTOR SHALL CONSTRUCT SIDEWALK, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL 4150-8, 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. CONTRACTOR SHALL CONSTRUCT LOWERED SIDEWALK DRIVEWAY FOR FIRE ACCESS ONLY, AS SHOWN, PURSUANT TO OREGON STANDARD DRAWING RD 740.. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION SHOWN. 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 INSTALL STREET LIGHT, AS SHOWN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND CONNECT ELECTRICAL SERVICE TO STREET LIGHT. LIGHT POLE AND LIGHT FIXTURE SHALL MEET CITY STANDARD AND SHALL NOT BE INSTALLED PRIOR TO PUBLIC WORKS APPROVAL. CONTRACTOR SHALL SET GRADE BREAK AS SHOWN. SANITARY 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. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL STANDARD SANITARY SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. WATERLINE NOTES: CONTRACTOR SHALL INSTALL 8" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. SW CB CG SD MH DR TS SR PROPOSED FINISH GRADE AT CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE W8 FH SR SR W8 FH 8" WATERLINE SS SS SS SS · MINIMUM WATERLINE DEPTH OF 4.0' SHALL BE MAINTAINED. SL SL SL SL WATERLINE TEE CB WATERLINE TEE CONNECTION TO EXISTING WATERLINE 08 OF 20 V W X PROPERTY LINE CB W8 GB GB TYPE CURB AND GUTTER PER CITY OF WOODBURN DETAIL 4100-1 SIDEWALK PER CITY OF WOODBURN DETAIL 4150-8 5' 7' 21' 6" OF HOT MIX ASPHALT PAVEMENT (LEVEL 3) OVER 12" OF 1" MINUS CRUSHED AGGREGATE BASE SOUTH ARTERIAL - TYPICAL SECTION 1' 38' ROW PL PL 8' PUE SIDEWALK PLANTER STRIP ROADWAY TYPE CURB CITY OF WOODBURN DETAIL 4100-2 MS MS ---PAGE BREAK--- 184 190 200 184 190 200 11+00 12+00 13+00 14+00 14+75 198.07 198.213 195.26 197.657 196.48 197.567 196.59 197.377 196.86 197.193 196.90 197.039 196.89 196.917 196.90 196.826 196.88 196.766 196.82 196.738 196.76 196.741 196.76 196.776 196.82 196.843 196.90 196.941 197.04 197.064 197.25 197.189 197.45 197.314 197.66 197.439 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' 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' PIPE BACKFILL AND BEDDING - CITY OF WOODBURN DETAIL 3800-1 AND 3800-2 0.50% -2.00% -0.76% GRADE BREAK STA = 10+24.00 ELEV = 198.23' GRADE BREAK STA = 10+46.50 ELEV = 197.78' 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% 18" SD ~ 250.0' @ 0.20% 4' MIN COVER 8" WATERLINE 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' ROW SSMH-2 RIM: 198.35' STA: 17+47.41 OFF: -4.03' L 8" IE (OUT-E) = 190.17' 8" IE (IN-S) = 190.37' 18" SD ~ 22.0' @ 0.20% 8" SS ~ 459.5' @ 0.40% V V V V V V 10+00 11+00 12+00 13+00 14+00 15+00 ROW CB-3 GRATE: 196.32' STA: 12+59.00 OFF: -21.00' L 10" IE (OUT-S) = 192.20' 10" SD ~ 8.7' @ 7.00% 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:37 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 PRELIMINARY PP-5 PP-5 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. 60-19 1" = 20' SOUTH ARTERIAL PLAN AND PROFILE PP-5 CONSTRUCTION NOTES: SCALE IN FEET 0' 20' 40' 0' 2' GENERAL NOTES: EXISTING ELEVATION FINISH ELEVATION MH SD SD SD CB CG SW CG CG SW SW MATCH LINE SEE PREVIOUS SHEET MATCH LINE SEE PREVIOUS SHEET STORM SEWER NOTES: CONTRACTOR SHALL INSTALL ADS N-12 PIPE, AS SHOWN, AND SHALL BACKFILL AND BED IN ACCORDANCE WITH CITY OF WOODBURN STANDARD DETAILS 3800-1 AND 3800-2. PIPE SIZES INDICATED HEREON. CONTRACTOR SHALL INSTALL INLET, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 7100-4. CONTRACTOR SHALL INSTALL STANDARD STORM SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. 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. CONTRACTOR SHALL CONSTRUCT STANDARD TYPE CURB, PURSUANT TO CITY OF WOODBURN STANDARD DETAIL NO. 4100-2. CONTRACTOR SHALL CONSTRUCT STREET TYPICAL SECTION, AS SHOWN, AND SHALL CONFORM TO STREET TYPICAL SECTION. 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 INSTALL STREET LIGHT, AS SHOWN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND CONNECT ELECTRICAL SERVICE TO STREET LIGHT. LIGHT POLE AND LIGHT FIXTURE SHALL MEET CITY STANDARD AND SHALL NOT BE INSTALLED PRIOR TO PUBLIC WORKS APPROVAL. CONTRACTOR SHALL SET GRADE BREAK AS SHOWN. SANITARY SEWER NOTES: CONTRACTOR SHALL INSTALL STANDARD SANITARY SEWER MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN STANDARD DRAWING 7500-1. 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. PIPE SIZES INDICATED HEREON. WATERLINE NOTES: CONTRACTOR SHALL INSTALL 8" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. CONTRACTOR SHALL CONNECT TO CITY MAINLINE. SW CB CG SD MH CS BOONES FERRY ROAD IRIS STREET TS TS TS TS SR SR SR MH PROPOSED FINISH GRADE AT CENTERLINE EXISTING GRADE AT PROPOSED CENTERLINE MS SS SS W8 FH FH W8 SL SL SL SL WATERLINE TEE WATERLINE TEE CONNECTION TO MAINLINE · MINIMUM WATERLINE DEPTH OF 4.0' SHALL BE MAINTAINED. CE CE 09 OF 20 CS CS T U PROPERTY LINE MH CB FH GB GB WATERLINE TEE W8 MS SS ---PAGE BREAK--- V V V V V 198.70 (AC) 197.9 (EX) 198.45 (AC) 198.0 (EX) 198.07 (AC) 198.2 (EX) 198.74 (AC) 198.2 (EX) 196.94 (AC) 197.8 (EX) 196.46 (AC) 197.9 (EX) 198.24 (AC) 197.9 (EX) 197.55 (RIM) 198.2 (EX) 197.88 (RIM) 198.0 (EX) 196.42 (RIM) 197.9 (EX) -0.5% -0.5% -0.5% -1.1% -0.5% -2.0% 199.17 (AC) 198.0 (EX) 199.40 (AC) 197.9 (EX) 198.95 (AC) 198.2 (EX) 199.47 (AC) 198.1 (EX) FF (AT GARAGE DOOR) = 199.00' FF (AT GARAGE DOOR) = 199.50' FF (AT GARAGE DOOR) = 200.50' FF (AT GARAGE DOOR) = 200.00' FF (AT GARAGE DOOR) = 199.00' FF (AT GARAGE DOOR) = 198.50' FF (AT GARAGE DOOR) = 198.00' FF (AT GARAGE DOOR) = 197.50' -2.0% -4.2% -6.3% -6.3% -8.5% 11.4% 5.8% -5.7% -3.6% -4.2% -5.0% -5.0% -2.0% -4.3% -4.3% -2.0% -2.3% -2.0% -4.1% -2.7% -4.2% -2.6% -15.3% -11.1% -2.0% -2.0% -0.5% -2.0% -0.5% -5.8% -6.4% 198.33 (AC) 198.2 (EX) 197.35 (AC) 197.9 (EX) -0.5% -2.9% -3.2% -2.0% -0.6% 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:37 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 PRELIMINARY GR-1 GR-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC SCALE IN FEET 0 20' 40' CONSTRUCTION NOTES: FF = FINISH FLOOR ELEVATION 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 BOW = FRONT OF WALK 60-19 1" = 20' GRADING GR-1 BOONES FERRY ROAD AUTUMN BLVD IRIS STREET 10 OF 20 A B C D N J M H K PROPERTY LINE PROPERTY LINE ---PAGE BREAK--- FF (AT GARAGE DOOR) = 198.00' FF (AT GARAGE DOOR) = 198.00' FF (AT GARAGE DOOR) = 198.50' FF (AT GARAGE DOOR) = 197.00' FF (AT GARAGE DOOR) = 198.00' FF (AT GARAGE DOOR) = 196.00' FF (AT GARAGE DOOR) = 197.00' FF (AT GARAGE DOOR) = 197.75' 197.02 (AC) 196.0 (EX) 196.50 (AC) 196.3 (EX) 195.76 (AC) 195.2 (EX) 195.44 (AC) 195.2 (EX) 194.82 (AC) 195.1 (EX) 195.60 (RIM) 195.2 (EX) 194.15 (RIM) 195.0 (EX) -1.0% -0.5% -0.5% -0.5% -5.3% -4.2% -2.0% -2.0% 196.28 (AC) 195.3 (EX) -1.1% -8.2% -0.5% -3.0% -6.1% -9.2% -9.8% -9.0% -4.9% -12.0% -2.0% -2.0% -2.0% -2.0% -5.0% -5.0% -8.0% -1.0% -5.5% 194.88 (AC) 195.8 (EX) 194.73 (AC) 195.2 (EX) 195.40 (AC) 196.1 (EX) 195.20 (AC) 195.1 (EX) 195.20 (AC) 195.8 (EX) 6% 194.67 (AC) 194.8 (EX) 194.20 (AC) 195.0 (EX) 194.34 (AC) 195.2 (EX) 194.61 (AC) 194.7 (EX) 194.47 (AC) 194.7 (EX) 194.45 (AC) 194.7 (EX) 195.72 (AC) 195.3 (EX) 195.72 (AC) 196.1 (EX) 195.25 (AC) 195.2 (EX) 196.59 (AC) 196.3 (EX) 196.45 (AC) 196.2 (EX) 196.05 (AC) 195.5 (EX) 195.91 (AC) 195.4 (EX) 195.85 (AC) 195.3 (EX) -1.0% -1.0% -1.0% -1.0% -2.0% -0.5% -0.5% -1.0% -0.5% -0.5% -2.0% -1.7% -0.5% -1.0% -1.0% -2.0% -0.0% 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:37 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 PRELIMINARY GR-2 GR-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC SCALE IN FEET 0 20' 40' CONSTRUCTION NOTES: FF = FINISH FLOOR ELEVATION 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 BOW = FRONT OF WALK 60-19 1" = 20' GRADING GR-2 BOONES FERRY ROAD 11 OF 20 PROPERTY LINE PROPERTY LINE PROPERTY LINE E F G U R L P K ---PAGE BREAK--- -0.5% FF (AT GARAGE DOOR) = 197.00' FF (AT GARAGE DOOR) = 197.00' FF (AT GARAGE DOOR) = 198.50' FF (AT GARAGE DOOR) = 199.00' FF (AT GARAGE DOOR) = 197.75' 195.34 (AC) 195.1 (EX) 195.60 (AC) 195.5 (EX) 195.38 (AC) 195.3 (EX) 195.13 (AC) 194.9 (EX) 195.38 (AC) 195.7 (EX) 195.95 (AC) 196.4 (EX) 196.64 (AC) 196.6 (EX) 197.77 (AC) 197.2 (EX) 197.51 (AC) 197.2 (EX) 195.15 (AC) 195.9 (EX) 195.42 (RIM) 195.4 (EX) -0.5% -1.1% -0.5% -2.0% -3.9% -4.5% -12.3% -7.4% -2.0% -3.1% -1.0% -1.0% -2.0% -2.0% -1.0% -20.3% -11.3% -0.6% -6.8% 195.98 (AC) 196.5 (EX) 196.50 (AC) 196.9 (EX) 195.15 (AC) 195.4 (EX) 195.30 (AC) 195.3 (EX) 195.27 (AC) 195.6 (EX) -11.0% -2.4% -7.1% -2.0% 195.85 (AC) 196.4 (EX) 195.20 (AC) 195.8 (EX) -13.6% 195.33 (AC) 196.3 (EX) FF (AT GARAGE DOOR) = 198.00' 194.63 (RIM) 195.3 (EX) 195.72 (AC) 196.1 (EX) -2.0% -0.5% -1.0% -1.2% -1.0% -0.8% -2.0% -1.0% -1.3% -0.5% -0.5% -1.0% 196.38 (AC) 196.7 (EX) 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:37 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 PRELIMINARY GR-3 GR-3 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC SCALE IN FEET 0 20' 40' CONSTRUCTION NOTES: FF = FINISH FLOOR ELEVATION 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 BOW = FRONT OF WALK 60-19 1" = 20' GRADING GR-3 SPRING BLVD SOUTH ARTERIAL IRIS STREET 12 OF 20 PROPERTY LINE PROPERTY LINE V W Y Z T S ---PAGE BREAK--- EXISTING 8" SANITARY SEWER LINE UT-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:38 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 PRELIMINARY UT-1 SCALE IN FEET 0 50' 100' GENERAL NOTES: 1. ALL ELECTRICAL SHALL BE PLACED BELOW GROUND. ELECTRICAL FACILITIES AND LAYOUT SHALL BE SUPPLIED BY OTHERS. 2. ALL TELECOMMUNICATION FACILITIES AND LAYOUT SHALL BE PROVIDED BY OTHERS. 3. ALL NATURAL GAS FACILITIES AND LAYOUT SHALL BE PROVIDED BY OTHERS. 4. DRIVEWAY APPROACHES MAY REQUIRE RE-LOCATION OF EXISTING UTILITIES. UTILITY WORK SHALL BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE UTILITY PROVIDER. 60-19 1" = 50' COMPOSITE UTILITY PLAN UT-1 EXISTING 8" SANITARY SEWER LINE EXISTING 12" STORM WATER LINE EXISTING 12" STORM WATER LINE EXISTING 10" SANITARY SEWER LINE EXISTING WATER LINE STORM WATER DETENTION IRIS STREET BOONES FERRY RD AUTUMN BLVD SOUTH ARTERIAL SPRING BLVD A B C D E F G U V W Y Z T S R L P K N J M H 13 OF 20 PROPERTY LINE 16' STORMWATER EASEMENT 16' WATERLINE EASEMENT ---PAGE BREAK--- SS-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:38 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 PRELIMINARY SS-1 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: CONTRACTOR SHALL CONSTRUCT 10" 3034 PVC SDR-35 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL CONSTRUCT 8" 3034 PVC SDR-35 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAILS 6510-3 AND 7500-1. CONTRACTOR SHALL CONSTRUCT 4" 3034 PVC SDR-35 SEWER LATERAL PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL CLEANOUT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 6200-1. S10 S8 MH S4 CO 60-19 1" = 30' SANITARY SEWER SITE PLAN SS-1 BOONES FERRY RD AUTUMN BLVD S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 MH S4 CO S8 MH MH MH S8 S8 S8 S10 MH S8 PROPERTY LINE PROPERTY LINE SOUTH ARTERIAL 14 OF 20 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 C D E F G U R L P K N J M H CO ---PAGE BREAK--- SS-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:38 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 PRELIMINARY SS-2 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: 60-19 1" = 30' SANITARY SEWER SITE PLAN SS-2 S4 MH S8 S4 S4 S4 S4 S10 MH S10 S4 S4 S8 MH CO CO S8 S8 SOUTH ARTERIAL IRIS STREET PROPERTY LINE PROPERTY LINE 15 OF 20 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 F U V W Y Z T S R L CONTRACTOR SHALL CONSTRUCT 10" 3034 PVC SDR-35 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL CONSTRUCT 8" 3034 PVC SDR-35 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAILS 6510-3 AND 7500-1. CONTRACTOR SHALL CONSTRUCT 4" 3034 PVC SDR-35 SEWER LATERAL PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL CLEANOUT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 6200-1. S10 S8 MH S4 CO MH S10 S10 CO ---PAGE BREAK--- SD-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:39 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 PRELIMINARY SD-1 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: S24 MH S8 CONTRACTOR SHALL INSTALL MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAILS 6510-3 AND 7500-1. CONTRACTOR SHALL INSTALL GIBSON STEEL CATCH BASIN, AS SHOWN, PURSUANT TO MANUFACTURERS DETAIL. CONTRACTOR SHALL CONSTRUCT 8" ADS N-12 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL CONSTRUCT 24" ADS N-12 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL CLEANOUT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 6200-1. CB 60-19 1" = 30' STORM SEWER SITE PLAN SD-1 S24 S24 S8 CB S24 MH S24 S8 CB CO CB S8 CB S8 S8 S8 CB MH CB S8 BOONES FERRY ROAD PROPERTY LINE PROPERTY LINE SOUTH ARTERIAL 16 OF 20 PROPERTY LINE C D E F G U R L P K N J M H CO ---PAGE BREAK--- SD-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:39 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 PRELIMINARY SD-2 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: FC MH DP CONTRACTOR SHALL INSTALL MANHOLE, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAILS 6510-3 AND 7500-1. CONTRACTOR SHALL INSTALL GIBSON STEEL CATCH BASIN, AS SHOWN, PURSUANT TO MANUFACTURERS DETAIL. CONTRACTOR SHALL INSTALL ADS STORMTECH MC-3500 CHAMBER, AS SHOWN. BACKFILL IN ACCORDANCE WITH MC-3500 CHAMBER INFORMATION SHEET. CONTRACTOR SHALL INSTALL FLOW CONTROL / QUALITY CONTROL MANHOLE, AS SHOWN. CONTRACTOR SHALL CONSTRUCT 8" ADS N-12 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL CONSTRUCT 21" ADS N-12 PIPE AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL CLEANOUT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 6200-1. CONTRACTOR SHALL INSTALL DITCH INLET, AS SHOWN, PURSUANT TO ODOT STANDARD DETAIL RD370. CB 60-19 1" = 30' STORM SEWER SITE PLAN SD-2 S24 DP S8 S24 S8 CB CB FC MH S24 S24 S8 CB CB CB CO CB S24 S8 S24 S24 S8 MH PROPERTY LINE PROPERTY LINE SOUTH ARTERIAL IRIS STREET 17 OF 20 S24 S8 F U V W Y Z T S R L S24 CO DI DI 16' STORMWATER EASEMENT ---PAGE BREAK--- WL-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:39 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 PRELIMINARY WL-1 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL 8" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL 1" SOFT COPPER FOR DOMESTIC SERVICE LINE, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CITY FORCES SHALL INSTALL 1" WATER METER CLUSTER, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. CONTRACTOR SHALL CONNECT TO WATER MAIN LINE. 60-19 1" = 30' WATERLINE SITE PLAN WL-1 W8 CE D2 WM FH WM WM WM WM FH FH FH WM WM WM WM WM CE CE W8 W8 W8 W8 W8 W8 FH W8 W8 D2 D2 D2 D2 D2 D2 D2 D2 BOONES FERRY RD SOUTH ARTERIAL PROPERTY LINE PROPERTY LINE 18 OF 20 W8 C D E F G U R L P K N J M H PROPERTY LINE D2 16' WATERLINE EASEMENT 16' WATERLINE EASEMENT ---PAGE BREAK--- WL-2 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:40 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 PRELIMINARY WL-2 SCALE IN FEET 0 30' 60' CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL 8" DUCTILE IRON PIPE FOR PUBLIC CITY WATER MAIN, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL THRUST BLOCKING IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 5000-1. CONTRACTOR SHALL INSTALL 2" SOFT COPPER FOR DOMESTIC SERVICE LINE, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CITY FORCES SHALL INSTALL 1" WATER METER, AS SHOWN. BACKFILL IN ACCORDANCE WITH CITY OF WOODBURN DETAIL 3800-1. CONTRACTOR SHALL INSTALL FIRE HYDRANT, AS SHOWN, PURSUANT TO CITY OF WOODBURN DETAIL 5070-1. CONTRACTOR SHALL CONNECT TO EXISTING WATER LINE. 60-19 1" = 30' WATERLINE SITE PLAN WL-2 W8 CE D2 WM FH EXISTING WATER LINE PROPERTY LINE PROPERTY LINE CE CE WM D2 FH FH FH W8 W8 W8 W8 D2 WM D2 WM WM D2 D2 WM D2 WM WM D2 SOUTH ARTERIAL IRIS STREET 19 OF 20 W8 W8 D2 16' WATERLINE EASEMENT 16' WATERLINE EASEMENT CE WM W8 ---PAGE BREAK--- 98' 26' 26' 26' 26' 26' 83' 10" SD ~ 8.8' @ 18.00% NO OVERHEAD HEIGHT RESTRICTIONS ARE PRESENT WITH PROPOSED FIRE ACCESS PLAN. ALL FIRST FLOOR BUILDING FACES ARE LESS THAN 150' FROM THE FIRE ACCESS DRIVE AISLES. GENERAL NOTES: SCALE IN FEET 0 50' 100' NOTES: FIRE HYDRANT 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\PRELIMINARY\60-19_Preliminary.dwg 2023-5-22 11:40 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 PRELIMINARY FA-1 BOONES CROSSING PHASE 6 WEST COAST HOME SOLUTIONS, LLC 60-19 1" = 50' FIRE ACCESS PLAN FA-1 20 OF 20 FH IRIS STREET BOONES FERRY RD AUTUMN BLVD SOUTH ARTERIAL SPRING BLVD A B C D E F G T U V W X S R Q M P K O J N H FH FH FH FH FH R=28.00' R=54.00' R=28.00' R=28.00' R=28.00' R=38.50' R=28.00' R=28.00' R=28.00' R=28.00' R=28.00' R=28.00' 26' 101' FH FH FH FH FH FH FH FH FH FH FH 26'