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File number(s): Project name: Date of decision: Date of mailing: Applicant: Landowners: Site location: Decision: \ IIILllo"i=='=r.':::i ' ~ - : 1 ' .99P~V~N Incorporat e d 1889 Final Decision Planning Commission DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Commerce Way Industrial Park October 12, 2023 October 2023 Todd Woodley, COBALT WB Commerce 100 LLC & WB Commerce 5000 LLC 1414 Commerce Way (Tax Lots 051W07DA00100 & 051W08CB05000) Approved with Conditions Aerial view of the site ---PAGE BREAK--- Proposed Development The subject properties encompass an 11.04-acre site along the east side of Commerce Way. They are within the Light Industrial (IL) zoning district; the Riparian Corridor and Wetlands Overlay District (RCWOD) also covers a portion of the site. The site is undeveloped, except for a telecommunications tower that was recently approved (CU 2020-02 & VAR 2020-07). The proposal before the Planning Commission was a Design Review application for an industrial park project consisting of two buildings and related site improvements (parking lot, loading bays, and landscaping). A Property Line Adjustment application was included to adjust the shared property boundary between the two lots. A Street Adjustment application was included to request a modified cross-section for Commerce Way. A Variance application was also included, requesting to modify the height limit requirements for exterior light fixtures. Conceptual Rendering of the Development Public Hearing Summary On October 12, 2023, the Planning Commission held a public hearing for this Type Ill application package. No testimony was received. After closure of the record, the Commission voted unanimously to approve the application package with the conditions recommended by staff in the staff report published October 5, 2023. The applicant's Street Adjustment request for a modified Commerce Way cross-section was approved by the Commission. The cross-section is dependent upon a partial right-of-way vacation along Tax Lot 5000, which the City Council must approve. The Commission also approved the applicant's Variance request for wall light fixtures at 14.5 feet above grade within parking areas and 20 feet above grade in the loading areas. DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 2 of 8 ---PAGE BREAK--- Conditions of Approval General 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. 2. Public Works conditions: The developer shall follow the attached "Public Works Conditions October 5, 2023" (Attachment 102). 3. Addressing: Prior to recordation of the property line adjustment, the developer shall submit an Address Assignment Request Form, with accompanying fee payment and materials, to the Community Development Department to begin the process of getting addresses assigned. 4. Property line adjustment: The developer shall record the property line adjustment with Marion County in a manner acceptable to the Marion County Surveyor. Recordation of the adjustment shall be completed prior to building permit issuance. 5. Fence permit: To demonstrate conformance with 2.06.02 and 5.01.03, the developer shall submit application for and obtain approval of a Fence Permit for any new fencing. Such fencing must also receive approval from the Woodburn Fire District. 6. Grading permit: Prior to beginning any grading work on-site, the developer shall apply for and obtain a Grading Permit from the City per 5.01.04. 7. Sign permit(s): To demonstrate conformance with 3.10 and 5.01.10, submit application for and obtain approval of a Sign Permit for any new signage. Right-of-Way & Easements 8. Right-of-way dedication: Developer shall dedicate Commerce Way right-of-way for Tax Lot 100, as illustrated on Sheet C-1.03. Dedication would occur concurrently with recordation of the property line adjustment. 9. Easements: The developer shall grant the following easements concurrently with recordation of the property line adjustment. Prior to recordation, submit a draft copy to the City for review. DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 3 of 8 ---PAGE BREAK--- a. Streetside public utility easements: To meet 3.02.018 & F2, an 8-foot-wide streetside public utility easement along the site frontage of Commerce Way as illustrated on Sheet C-1.05. b. On-site public utility easements: To meet 3.02.0lC, a 16-foot-wide public utility easement centered along the public water line running through the site. c. RCWOD easement: To meet 3.01.08C, 3.02.0lD, and 3.02.02A, a public improvement and maintenance easement that follows the boundary of the Riparian Corridor & Wetlands Overlay District (RCWOD). This easement shall also allow for public trail access and trail improvements. d. Access easement: To meet 3.04.01A2 and 3.04.03C4a, a GO-foot-wide access easement centered on the shared property line. e. Refuse and recycling area: An access easement over Tax Lot 5000 benefiting Tax Lot 100, to provide access to the paved refuse and recycling bins area. 10. Vacation requests: Application materials illustrate and note certain vacations being requested (see Sheet C-1.03). Prior to recordation of the property line adjustment and prior to civil plans approval for public improvements, the developer shall successfully complete the vacation process for the following: a. The requested right-of-way along Tax Lot 5000; and b. The requested 30-foot-wide easement within Tax Lot 100 (MCDR Volume 442, Page 525). Transportation 11. Commerce Way improvements: In conformance with the proposed street cross-section illustrated on Sheet C-0.03, the developer shall complete the following right-of-way (ROW) improvements to Commerce Way along the frontage of the subject properties: a. Improvements: Construct street improvements to match the cross-section on Sheet C-0.03 and the site plan on Sheet C-1.07. Improvements are due prior to building permit issuance. b. Street trees: To meet 3.01.048 and 3.06.03A, plant lawn grass and at least 21 small size street trees within the landscape strip. 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 3.0GC. If the minimum number of street trees cannot be planted due to interference with other public improvements, the fee-in-lieu for any street trees not planted is $250 per tree (fee payment would be due prior to building permit issuance). c. Access: To meet 3.01.02C, the driveway approaches shall comply with applicable Public Works Department standard drawings and specifications. d. Fire turnaround: If required by the Woodburn Fire District for providing adequate access, developer shall provide a fire turnaround at the northern end of Commerce Way to the standards required by the Fire Marshal. DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page4of8 ---PAGE BREAK--- 12. Truck route: Exiting semi-trucks shall utilize the 'Hardcastle Avenue > N. Front Street > OR Highway 214' route to exit the site; they are not permitted to travel east on Hardcastle Avenue or south on N. Front Street. Similarly, entering semi-trucks shall utilize the 'OR Highway 214 > N. Front Street> Hardcastle Avenue' route to access the site. 13. Traffic mitigation: The following are due prior to building permit issuance: a. To alleviate current and future safety and capacity issues at the N. Front Street/ OR Highway 214 ramp, the developer shall pay a proportionate share fee-in-lieu of $40,500 to the City towards TSP Project R12 and any safety improvements at this location. b. To alleviate current and future safety and capacity issues at the Settlemier Ave/ N. Boones Ferry Road / OR Highway 214 intersection, the developer shall pay a proportionate share fee-in-lieu of $6,923.23 to the City towards TSP Project R3. c. To mitigate current and future safety and capacity issues at the 1-5 ramp intersections with OR Highway 214, the developer shall pay to the City a $5,000 proportionate share mitigation fee towards TSP Projects R8 & R9. 14. Mill Creek greenway trail: Pursuant to 3.01.088 & F, the developer shall pay a proportionate share fee-in-lieu for Mill Creek Greenway Trail improvements. The fee amount is $53,034.75. Payment is due prior to building permit issuance. Utilities 15. Street lighting: Pursuant to 3.02.03A, adjacent street lighting for Commerce Way 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. 16. Power line burial: To meet 3.02.0481, the applicant shall bury the existing overhead power lines along the Commerce Way frontage. This is due prior to building permit issuance. 17. Underground utilities: Pursuant to 3.02.04, all utility services to and within the development shall be underground. Other 18. RCWOD maintenance: Prior to building permit final inspection, the developer shall inspect the extent of the subject properties within the RCWOD, submit a report on existing conditions within this area to the Community Development Department, and remove any invasive plants. Such maintenance work shall be in compliance with applicable outside agency regulations and permitting requirements (e.g. Department of Environmental Quality, Department of State Lands, Army Corps of Engineers). DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 5 of 8 ---PAGE BREAK--- 19. Parking: The developer shall complete the following prior to building permit issuance: a. To meet 3.05.02J, revise site plans to illustrate striped directional markings throughout the parking lot and circulation area. b. To meet 3.05.03H2 & 3, revise plans to include signage and striping details for carpool/ van pool parking stalls. c. To meet 3.05.0312-4, revise plans to include electric vehicle parking stall details for charging level, striping, and signage. d. To meet 3.05.06C2 & 3, revise plans to include facility and dimension details for bicycle parking stalls. 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 on line 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 WOO 2.06 and the permit process of 5.01.03. 4. Signage: The approval excludes any signage, which is subject to WOO 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 DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 6 of 8 ---PAGE BREAK--- 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 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. Railroad coordination: Applicant to coordinate work with the appropriate railroad company for all work within or adjacent to their right-of-way. 11. Franchises: The applicant provides for the installation of all existing and new franchised utilities and any required easements. 12. 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. 13. 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. DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 7 of 8 ---PAGE BREAK--- Contact Marion County Plumbing Department for permit and installation requirements, (503) 588-5147. 14. 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. 15. SDCs: The developer pays System Development Charges prior to building permit issuance. Appeals Per WDO 4.01.llE, the decision is final unless appealed pursuant to Oregon Revised Statutes {ORS), state administrative rules, and WDO 4.02.01. The appeal to City Council due date is twelve (12) days from the mailing date of this final decision notice per 4.02.01B1. 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, Woodburn, OR 97071. For questions or additional information, contact the Planning Division at {503) 982-5246 or [EMAIL REDACTED]. Sincerely, D Date Affirmed, Lisa Ellsworth, Chair, Planning Commission Date Attachments: 1. Public Works Conditions October 5, 2023 {Staff Report Attachment 102) 2. Approved site plans {Staff Report Attachment 107) DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 Final Decision Page 8 of 8 ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] Public Works Conditions of Approval DR 23-03, PLA 23-03, SA 23-02, & VAR 23-05 WB Commerce 100 LLC & 5000 LLC (1414 Commerce Way) October 5, 2023 A. CONDITIONS OF LAND USE APPROVAL: 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, Union Pacific Railroad, and/or federal agencies that may require such permit or approval for the construction of this development. 2. The applicant, not the City, is responsible for obtaining any necessary permits from adjacent property owners that may require such permits or approval for work within their property boundaries. 3. Applicant to provide a copy of approved permit(s) from the Oregon Division of State Lands and US Army Corps of Engineering, as applicable prior to civil plans approval, if a permit shall be obtained for discharging storm drainage into state lands. 4. 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. The storm drainage hydraulic analysis shall comply with, Oregon Division of State Lands, US Army Corps of Engineering and City’s requirements, as applicable. 5. The applicant is responsible for obtaining approval from the City’s Planning Division and Woodburn Fire District for dead-end turnarounds requirements for public streets and private share access. 6. Department of Environmental Quality Erosion Control 1200C permit will need to be obtained for this development prior to City issuing approval of civil plans. 7. Applicant to install street lighting along Commerce Way. Streetlights shall be in accordance with street lighting plans approved by the City and conforming to Portland General Electric installation (PGE) and under PGE’s option B. 8. 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. 9. The Applicant, by this Development, shall not cause storm water runoff to be impounded on adjacent properties. 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 ATTACHMENT 102 ---PAGE BREAK--- in accordance with the hydraulic analysis. The property owner shall maintain all on-site detention areas in perpetuity. 10. All 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. 11. All sanitary sewer and storm drainage laterals serving the proposed developments are private up to the main public line. 12. 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. 13. Applicant to provide a flexible pavement structure 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). 14. The owner/applicant shall be required to enter into an improvement agreement. 15. 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. 16. Final review of the Civil Plans will be done during the permit application for public improvements. Public infrastructure will be designed and constructed in accordance with plans approved by Public Works and complying with City, State and Federal requirements/guidelines current at the time of the development application. All public infrastructure improvements shall be completed, inspected, and accepted prior to building permit issuance. 17. Provide and record the required right-of-way dedications and public utility easements, prior to City issuance of building permit. 18. All public improvements shall be deemed complete prior to City issuance of building permit. 19. System Development charges shall be paid prior to building permit issuance. 20. All onsite private storm systems and sewer lateral lines shall comply with Marion County plumbing permit and requirements. 21. Fire hydrants locations and fire protection requirements shall be as per the Woodburn Fire Districts and City of Woodburn requirements. Actual fire hydrant locations and in-line valving locations shall be determined during the final Civil Plans approval and building permit issuance. ---PAGE BREAK--- ATTACHMENT 107 ---PAGE BREAK--- ---PAGE BREAK--- EV CARPOOL EV CARPOOL EV EV CARPOOL CARPOOL EV CARPOOL EV CARPOOL WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC COVER SHEET C001 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM SITE PLAN REVIEW SUBMISSION )OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC COBALT COMMERCE INDUSTRIAL PAR. WOODBURN, MARION COUNTY, OREGON AUGUST ATTENTION E;CAVATORS OREGON LAW RE4UIRES YOU TO )OLLOW RULES ADOPTED BY THE OREGON UTILITY NOTI)ICATION CENTER THOSE RULES ARE SET )ORTH IN OAR 50010010 THROUGH OAR 500100 0 YOU MAY OBTAIN COPIES O) THESE RULES )ROM THE CENTER BY CALLING I) YOU HAVE ANY 4UESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER YOU MUST NOTI)Y THE CENTER AT LEAST TWO BUSINESS DAYS BE)ORE COMMENCING AN E;CAVATION CALL PROJECT CONTACTS AND IN)ORMATION OWNER DEVELOPER: COBALT DEVELOPMENT, LLC 15 SW TUALATINSHERWOOD RD SUITE 00 TUALATIN, OR CONNECT#COBALTBUILTCOM DESIGN ENGINEER: PROJECT DELIVERY GROUP, LLC .EITH WHISENHUNT, PE PLS CROSBY ROAD NE WOODBURN, OR 01 O))ICE SURVEYOR: PROJECT DELIVERY GROUP, LLC BRYAN WHISENHUNT, PLS CROSBY ROAD NE WOODBURN, OR 01 O))ICE LOCAL JURISDICTION CITY O) WOODBURN CITY HALL MONTGOMERY STREET WOODBURN, OREGON 50 PLANNING#CIWOODBURNORUS LANDSCAPE ARCHITECT LAURUS DESIGNS LLC LAURA A ANTONSON, RLA, ASLA 101 PINE ST, SILVERTON, OR PROJECT LOCATION: COMMERCE WAY WOODBURN, MARION COUNTY, OREGON LATITUDE = '55" NORTH LONGITUDE = 150'50" WEST TOWNSHIP: 5S RANGE: 1W SECTION: AND 4UARTER: SE AND SW TA; LOT: 051W0CB 05000 AND 051W0DA 00100 PROJECT LOCATION OVERALL VICINITY MAP NTS 811 Call before you dig. Know what's below. ATTENTION: SITE MAP 1" = 100' UNION PACI)IC RAILROAD COMMERCE WAY TA;LOT 051W0CB 00 SHEET INDE; SHEET NUMBER SHEET TITLE C001 COVER SHEET C00 CIVIL NOTES AND LEGEND C101 E;ISTING CONDITIONS AND DEMOLITION PLAN C10 E;ISTING PARCEL CON)IGURATION AND EASEMENT PLAN C105 PROPOSED PARCEL CON)IGURATION AND EASEMENT PLAN C10 SITE PLAN C10 )IRE ACCESS PLAN C111 GRADING AND DRAINAGE PLAN C11 OVERALL UTILITY PLAN E101 PHOTOMETRIC PLAN L11 PLANTING .EY PLAN AND SCHEDULE L1 PLANTING PLAN L1 PLANTING PLAN L1 PLANTING PLAN COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION TA;LOT 051W0DD 00100 TA;LOT 051W0CB 000 TA;LOT 051W0DD 0000 TA;LOT 051W0DA 0000 PROPOSED BUILDING S4 BUILDING PROPOSED BUILDING 1 5,00 S4 BUILDING TA;LOT 100 TA;LOT 5000 ---PAGE BREAK--- E; OH E PROPOSED AC PROPOSED PCC SIDEWAL. E;ISTING AC E;ISTING PCC SIDEWAL. EASEMENT LINE E;ISTING CURB ADJACENT PROPERTY LINE SUBJECT PROPERTY LINE E;ISTING POWER POLE E;ISTING POWER LINE E;ISTING )LOW ARROW PROPOSED )LOW ARROW SILT )ENCE INLET PROTECTION PROPOSED CONTOUR E;ISTING CONTOUR 0 0 E;ISTING TREE TO BE REMOVED PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER PIPE SD E; OH COMM E; GAS E; UG COMM E; UG E E;ISTING GAS LINE E;ISTING COMMUNICATION LINE E;ISTING )IBER OPTIC LINE E;ISTING TELEPHONE LINE E; )O E; TEL E;ISTING GUY ANCHOR E;ISTING POWER POLE WITH DROP E;ISTING POWER POLE WITH LIGHT E;ISTING SANITARY SEWER MANHOLE E;ISTING SANITARY SEWER PIPE E;ISTING SANITARY SEWER CLEANOUT E;ISTING STORM SEWER MANHOLE E;ISTING STORM SEWER PIPE E;ISTING STORM SEWER CATCH BASIN E;ISTING WATER MAIN CO E; SD E; SS PROPOSED STORM AREA DRAIN S) IP E; W E;ISTING TREE WV E;ISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER DOMESTIC W PROPOSED WATER )IRE )W E;ISTING TELEPHONE LINE PROPOSED )IRE DEPARTMENT CONNECTION PROPOSED )IRE HYDRANT PROPOSED DCDV VAULT PROPOSED WATER METER E;ISTING MAILBO; E;ISTING ELECTRICAL BO; E;ISTING POWER VAULT E;ISTING TELEPHONE RISER WATER MAIN SANITARY MAIN STORM MAIN E;ISTING ROW 15 10' PUE 10' SIDEWAL. ROW CL STREET 55' 11' 5' UNION PACI)IC RAILROAD RIGHTO)WAY ONSITE IMPROVEMENTS PROPOSED ROW 10' 50' WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC CIVIL NOTES AND LEGEND C00 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM ¬ DRAWING LEGEND GENERAL NOTES 1 ALL WOR. SHALL CON)ORM TO THE CURRENT STANDARD SPECI)ICATIONS AND RE4UIREMENTS O) THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT AMERICAN PUBLIC WOR.S ASSOCIATION STANDARDS )OR PUBLIC WOR.S CONSTRUCTION THE SURVEY IN)ORMATION SHOWN AS A BAC.GROUND SCREEN IS BASED ON A SURVEY BY OTHERS AND IS SHOWN )OR RE)ERENCE ONLY CONTRACTOR TO VERI)Y ALL E;ISTING CONDITIONS WITH ITS OWN RESOURCES PRIOR TO START O) ANY CONSTRUCTION CONTRACTOR MUST COMPLY WITH LOCAL AND STATE RE4UIREMENTS TO NOTI)Y ALL UTILITY COMPANIES )OR LINE LOCATIONS SEVENTYTWO HOURS MINIMUM PRIOR TO START O) WOR. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S E;PENSE CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTIONS IMPROVEMENTS TO NEW )INISH GRADES 5RE4UEST BY THE CONTRACTOR )OR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER ALL WOR. WITHIN THE PUBLIC RIGHTO)WAY RE4UIRES A PUBLIC WOR.S PERMIT CONTRACTOR SHALL PROVIDE THE ENGINEER O) RECORD WITH ASBUILT PLANS AT LEAST WEE.S PRIOR TO RE4UESTING AGENCY SIGN ON PERMITS )OR OCCUPANCY CONTRACTOR SHALL PER)ORM ALL THE WOR. SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WOR. NECESSARY TO COMPLETE THE PROJECT DEMOLITION NOTES 1 INSTALL EROSION CONTROL MEASURES AND TEMPORARY )ENCING PRIOR TO ANY DEMOLITION ACTIVITIES DEMOLISH AND REMOVE ALL STRUCTURES AND ASSOCIATED )EATURES APPURTENANCES , AS SHOWN DEMOLISH ALL PAVED AREAS ON SITE AS SHOWN, DOWN TO NATIVE SUBGRADE ALL VEGETATION AND DELETERIOUS MATERIALS WITHIN THE LIMITS O) WOR. SHALL BE STRIPPED AND REMOVED )ROM THE SITE PRIOR TO GRADING WOR., UNLESS NOTED OTHERWISE EG PROTECTED TREES 5PROTECT ALL E;ISTING LANDSCAPING AT AND BEYOND LIMITS O) WOR. PROTECT ALL UNDERGROUND UTILITY SERVICES AND CONDUIT UNLESS NOTED OTHERWISE WHERE APPLICABLE, VERI)Y DISCONNECT O) GAS AND ELECTRIC WITH UTILITY CUTCAP UTILITY SERVICES STORMWATER AND SANITARY WITHIN 5 )EET O) EDGE O) ROW CAP WATERLINE ON OWNER'S SIDE O) METER AND PER)ORM OTHER DEMOLITION TAS.S AS RE4UIRED ADDITIONAL REMOVALS MAY BE RE4UIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CONTRACTOR SHALL CON)IRM ACCORDINGLY PRIOR TO BID GRADING NOTES 1 ROUGH GRADING: ROUGH GRADE TO ALLOW )OR DEPTH O) BUILDING SLABS, PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECI)ICATIONS )INISH GRADING: BRING ALL )INISH GRADES TO APPRO;IMATE LEVELS INDICATED WHERE GRADES ARE NOT OTHERWISE INDICATED, HARDSCAPE )INISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWAL.S, CURBS, OR THE OBVIOUS GRADE O) ADJACENT STRUCTURE SO)TSCAPE GRADES INCLUDING ADDITIONAL DEPTH O) TOPSOIL SHALL BE SET INCHES BELOW BUILDING )INISHED )LOORS WHERE ABUTTING BUILDINGS, INCHES WHERE ABUTTING WAL.WAYS OR CURBS, OR MATCHING OTHER SO)TSCAPE GRADES GRADE TO UNI)ORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN ROUND SUR)ACES, AVOID ABRUPT CHANGES IN LEVELS AT COMPLETION O) JOB AND A)TER BAC.)ILLING BY OTHER TRADES HAS BEEN COMPLETED, RE)ILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO )INAL GRADES E;CAVATION: E;CAVATE )OR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SI=ES AND LEVELS SHOWN OR RE4UIRED ALLOW )OR )ORM CLEARANCE AND )OR PROPER COMPACTION O) RE4UIRED BAC.)ILLING MATERIAL DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S E;PENSE E))ECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS RE4UIRED EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE LOCAL AGENCY AND STATE AGENCY RE4UIREMENTS THE AUTHORITIES HAVING JURISDICTION MAY, AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE O) WOR. TO ACCOMPLISH E))ECTIVE EROSION CONTROL 5DRAINAGE SHALL BE CONTROLLED WITHIN THE WOR. SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED THE ENGINEER ANDOR AUTHORITIES HAVING JURISDICTION MAY, AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE O) WOR. TO ACCOMPLISH E))ECTIVE DRAINAGE CONTROL SITE TOPSOIL STOC.PILED DURING CONSTRUCTIONS AND USED )OR LANDSCAPING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT CONTRACTOR TO REVIEW AND CON)IRM GRADES AT JOIN POINTS, SUCH AS AT DAYLIGHT LIMITS AND BUILDING ENTRANCES, PRIOR TO CONSTRUCTION ACCESSIBLE PAR.ING SPACES AND LOADING =ONES SHALL BE CONSTRUCTED AT MA;IMUM SLOPE IN ALL DIRECTIONS PEDESTRIAN SIDEWAL. CONNECTIONS BETWEEN PUBLIC ROW SHALL BE CONSTRUCTED AT AND MA;IMUM CROSS SLOPE AND 5 MA;IMUM LONGITUDINAL SLOPE )OR DESIGNATED RAMPS SITE WOR. NOTES 1 ALL CURB RADII TO BE )EET UNLESS NOTED OTHERWISE STAIR RISERS AND TREADS SHALL BE CON)ORMANT WITH THE RE4UIREMENTS O) THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION O) THE STATE BUILDING CODE EG OSCC WHEREVER A PEDESTRIAN WAL.ING PATH IS WITHIN INCHES O) A VERTICAL DROP O) 0 INCHES OR GREATER, GUARDRAIL SHALL BE INSTALLED CON)ORMANT WITH THE RE4UIREMENTS O) THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION O) THE STATE BUILDING CODE EG INTERNATIONAL BUILDING CODE, CHAPTER 10, SECTION 1015 UTILITY NOTES 1 ALL WOR. SHALL CON)ORM TO THE CURRENT EDITIONS O) THE STATE PLUMBING AND BUILDING CODES WITH LOCAL AMENDMENTS AS APPLICABLE ALONG WITH ANY ADDITIONAL RE4UIREMENTS O) THE AUTHORITIES HAVING JURISDICTION THE WOR.ING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT SHOW EVERY O))SET, BEND OR ELBOW RE4UIRED )OR INSTALLATION IN THE SPACE PROVIDED THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR )ITTING RE4UIRED TO COMPLETE THE PROJECT ALL LOCATIONS )OR WOR. SHALL BE CHEC.ED AND COORDINATED WITH E;ISTING CONDITIONS IN THE )IELD BE)ORE BEGINNING CONSTRUCTION E;ISTING UNDERGROUND UTILITIES WITHIN THE LIMITS O) E;CAVATION SHALL BE VERI)IED AS TO CONDITION, SI=E AND LOCATION BY UNCOVERING POTHOLING , PROVIDING SUCH IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION, BE)ORE BEGINNING CONSTRUCTION CONTRACTOR TO NOTI)Y ENGINEER I) THERE ARE ANY DISCREPANCIES NOT ALL RE4UIRED CLEANOUTS ARE SHOWN ON THE PLANS PROVIDE CLEANOUTS AS RE4UIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION O) THE STATE PLUMBING CODE E G UNI)ORM PLUMBING CODE CHAPTER SECTIONS AND 1 , AND CHAPTER 11, SECTION 11011 ALL SANITARY AND STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE )ITTINGS, UNLESS OTHERWISE NOTED 5ALL DOWNSPOUT LEADERS TO BE INCHES AT MINIMUM UNLESS NOTED OTHERWISE APPLICABLE, PROVIDE INCH PVC DRAIN LINE )ROM DOMESTIC WATER METER VAULT AND BAC.)LOW PREVENTER VAULT TO THE DOUBLE DETECTOR CHEC. VALVE )IRE VAULT PROVIDE HP SUMP PUMP AT BASE O) )IRE VAULT AND INSTALL INCH PVC DRAIN LINE WITH BAC.)LOW VALVE )ROM SUMP PUMP TO DAYLIGHT AT NEAREST CURB )URNISH INCH DIAMETER CONDUIT )ROM BUILDING ELECTRICAL ROOM TO )IRE VAULT )OR SUMP PUMP ELECTRICAL SERVICE NOTE: COORDINATE WITH )IRE PROTECTION CONTRACTOR )OR )LOW SENSOR INSTALLATION AND CONDUIT RE4UIREMENTS APPLICABLE, CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER SEE LANDSCAPE PLANS AND SPECI)ICATIONS SEE BUILDING PLUMBING DRAWINGS )OR PIPING WITHIN THE BUILDING AND UP TO 5 )EET OUTSIDE THE BUILDING, INCLUDING ANY )OUNDATION DRAINAGE PIPING CONTRACTOR TO MAINTAIN MINIMUM )EET O) COVER OVER ALL UTILITY PIPING AND CONDUITS, UNLESS NOTED OTHERWISE 10 WHERE CONNECTING TO AN E;ISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL E;POSE THE END O) THE E;ISTING PIPE TO VERI)Y THE LOCATION, SI=E, AND ELEVATION NOTI)Y ENGINEER O) ANY DISCREPANCIES 11 CONTRACTORS SHALL SCOPE ALL PRIVATE ONSITE GRAVITY SYSTEM LINES THAT ARE BEING CONNECTED TO )OR PROPOSED SERVICE SCOPING SHALL OCCUR A MINIMUM O) HOURS PRIOR TO CONSTRUCTION AND THE ENGINEER SHALL BE NOTI)IED IMMEDIATELY O) ANY DISCREPANCIES WITH ASBUILT RECORDSSURVEY )INDINGS OR I) THE E;ISTING UTILITIES ARE DAMAGED OR SHOW SIGNS O) SIGNI)ICANT DETERIORATION CONTRACTOR SHALL PROVIDE THE ENGINEER WITH VIDEO RECORDS, ALONG WITH A S.ETCH I) THE LOCATIONS DI))ER )ROM ASBUILT PLANS OR SURVEY )INDINGS PRODUCT MATERIAL SUBMITTALS )OR REVIEW BY THE ENGINEER SHALL BE ACCOMPANIED BY A MANU)ACTURE'S CERTI)ICATION THAT THE PRODUCT IS CAPABLE O) MEETING PER)ORMANCE E;PECTATIONS IE WATERTIGHT, MINIMUMMA;IMUM BURIAL, PREVENTION O) GROUNDWATER INTRUSION, ETC BASED ON THEIR REVIEW O) THE PROJECT PLANS IN THE ABSENCE O) A MANU)ACTURE'S CERTI)ICATION, THE GENERAL CONTRACTOR'S REVIEW STAMP SHALL CONSTITUTE THAT THEY HAVE PER)ORMED THE NECESSARY REVIEW TO CERTI)Y THE PRODUCT'S CON)ORMANCE TO PROJECT SPECI)ICATIONS AND GENERAL E;PECTATIONS PIPE SHOWN ON PLANS ARE TWO DIMENSIONAL AND MEASURED )ROM CENTER O) STRUCTURE TO CENTER O) STRUCTURE RIM ELEVATIONS SHOWN ON PLANS RE)ERENCE THE CENTER O) THE STRUCTURE THE CONTRACTOR SHALL BE RESPONSIBLE )OR RECONCILING LIDSGRATES ETC TO THE SLOPES O) THE SITE GRADING 15 MANHOLE OR VAULT RIM ELEVATIONS SHALL BE SET )LUSH IN PAVEMENT AREAS AND INCHES ABOVE GRADE IN LANDSCAPE AREAS RIMS IN PAVEMENT AREAS SHALL BE H0 TRA))IC RATED AASHTO AMERICAN ASSOCIATION O) STATE HIGHWAY AND TRANSPORATION O))ICIALS AB AGGREGATE BASE AC ASPHALT CONCRETE ADA AMERICANS WITH DISABILITIES ACT BC BEGINNING O) CURVE BMP BEST MANAGEMENT PRACTICE BO BLOW BVCE BEGINNING O) VERTICAL CURVE ELEVATION BVCS BEGINNING O) VERTICAL CURVE STATION BW BAC. O) SIDEWAL. CB CATCH BASIN CL CENTER LINE CLR CLEAR CO CLEANOUT COMM COMMUNICATION COW CITY O) WOODBURN DI DUCTILE IRON DS DOWN SPOUT E ELECTRIC EC EROSION CONTROL EG E;ISTING GRADE ELEV ELEVATION ESA ENDANGERED SPECIES ACT EVCE END O) VERTICAL CURVE ELEVATION EVCS END O) VERTICAL CURVE STATION E; E;ISTING )DC )IRE DEPARTMENT CONNECTION )INISH )LOOR )G )INISHED GRADE )H )IRE HYDRANT )L )LOW LINEBOTTOM O) CURB )R )IBER ROLL )W )IRE WATER GM GAS METER HB HOSE BIB HDPE HIGHDENSITY POLYETHYLENE INV INVERT ELEVATION O) PIPE IRRV IRRIGATION VALVE JB JUNCTION BO; . CURVE COE))ICIENT LAT LATERAL LT LE)T LVC LENGTH O) VERTICAL CURVE MH MANHOLE MID MIDPOINT O) CURVE MJ MECHANICAL JOINT NO NUMBER NTS NOT TO SCALE OH OVERHEAD OSHA OCCUPATIONAL STATE HEALTH AGENCY P POWER PC POINT O) CURVATURE PED PEDESTAL POT POINT O) TANGENCY PRC POINT O) REVERSE CURVE PSE PUBLIC SERVICE EASEMENT PT POINT PVI POINT O) VERTICAL INTERSECTION R RADIUS RCWOD RIPARIAN CORRIDOR AND WETLAND OVERLAY DISTRICT RD ROO) DRAIN RIM RIM ELEVATION ROW RIGHT O) WAY RPP REDUCED PRESSURE PRINCIPLE BAC.)LOW PREVENTOR RR RAIL ROAD RT RIGHT S SLOPE, )OOT PER )OOT SAN SANITARY SD STORM DRAIN SDAD STORM DRAIN AREA DRAIN SDCB STORM DRAIN CATCH BASIN SDCO STORM DRAIN CLEANOUT SDCS STORM DRAIN CONTROL STRUCTURE SDMH STORM DRAIN MANHOLE S) S4UARE )EET SIG SIGNAL SS SANITARY SEWER SSCO SANTIARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION TBC TOP BAC. O) CURB T)C TOP )ACE O) CURB TOW TOP O) WALL TR TRANS)ORMER TYP TYPICAL UG UNDERGROUND USPS UNITED STATES POSTAL SERVICE W DOMESTIC WATER ABBREVIATIONS COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION SCALE: 1 STREET E;CEPTION RE4UEST )OR COMMERCE WAY TYPICAL SECTION 1" = 5' ---PAGE BREAK--- TR TR G GM G WV WV C C C C BO WV WV C WV WV WV WV C JB JB 11 11 11 10 10 10 10 1 1 11 11 11 11 11 11 10 15 10 15 15 11 1 11 1 10 1 11 11 10 1 10 10 15 10 15 15 15 15 11 1 11 1 1 10 11 TA;LOT 051W0DA 100 1 S4 )T 5 ACRES TA;LOT 051W0CB 5000 1 , S4 )T ACRES E; UG COMM E; UG COMM E; UG COMM E; OH E E; OH E E; OH E E; OH E E; OH E E; SD E; SD E; GAS E; UG E E; UG E E; UG COMM E;ISTING SDCB E;ISTING SDCB E; SD E; SD E; SD E; SD E; SD E; SS E; SS E; W E; W E; W E; W 10 11 WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC E;ISTING CONDITIONS AND DEMOLITION PLAN C101 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION .EYNOTES 100 REMOVE E;ISTING CULVERT 101 REMOVE E;ISTING SIGN 10 SAWCUT AND REMOVE E;ISTING ASPHALT 10 REMOVE E;ISTING BARRICADE 10 REMOVE E;ISTING TREE GENERAL NOTES: 1 NO .NOWN WELLS OR SEPTIC SYSTEMS ARE ACTIVE ON THE SITE I) ONE IS ENCOUNTERED IT SHALL BE DECOMMISSIONED IN ACCORDANCE WITH DE4 STANDARDS AND RE4UIREMENTS SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR :51:1 PM E;ISTING )IRE HYDRANT 0 10' 0 1" UNION PACI)IC RAILROAD COMMERCE WAY PROJECT NORTH SURVEY NORTH TA;LOT 051W0CB 00 E;ISTING )IRE HYDRANT E;ISTING )IRE HYDRANT TA;LOT 051W0DD 00100 TA;LOT 051W0CB 000 TA;LOT 051W0DD 0000 TA;LOT 051W0DA 0000 EASEMENT )OR ROAD PURPOSES MCDR REEL PAGE 15 EASEMENT )OR ROAD PURPOSES MCDR VOL PAGE 55 APPLICANT RE4UESTS THE CITY E;TINGUISH EASEMENT VARIABLE WIDTH EASEMENT NOT PLOTABLE WITH NEW CINGULAR WIRELESS PCS, LLC 10' DRAINAGE EASEMENT IN )AVOR O) CITY O) WOODBURN 50' COMMERCE WAY ROW 5' PUE TO BE E;TINGUISHED IN )AVOR O) A NEW PUE AT THE NEW ROW ELECTRIC POWER LINE EASEMENT MCDR REEL 10, PAGE TO BE E;TINGUISHED IN )AVOR O) A NEW PUE AT THE E;ISTING ROW COMMERCE WAY ROW COMMERCE WAY ROW E;ISTING CELL TOWER 10 100 101 101 10 E;ISTING SPLIT OA. 10 COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION UNION PACI)IC RAILROAD ROW 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY N )RONT ST ---PAGE BREAK--- 1' 0' 000' ' 1' 1 ' 55 ' 110' WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC E;ISTING PARCEL CON)IGURATION AND EASEMENT PLAN C10 EXPIRES: JUNE 30, 2024 OREGON NOVEMBER 9, 2021 BRYAN C. WHISENHUNT 89395 REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM 0 10' 0 1" ¬ COMMERCE WAY E;ISTING TA;LOT 051W0DA 00100 MCDR REEL PAGE 0 50' COMMERCE WAY ROW PROJECT NORTH SURVEY NORTH E;ISTING TA;LOT 051W0CB 05000 MCDR REEL PAGE 1 E;ISTING TA;LOT 051W0CB 0 00 MCDR REEL 11, PAGE E;ISTING TA;LOT 051W0DD 00100 MCDR VOL PAGE E;ISTING TA;LOT 051W0CB 000 MCDR REEL 1 PAGE 1 1 E;ISTING TA;LOT 051W0DD 0000 MCDR VOL PAGE 55 E;ISTING TA;LOT 051W0DA 0000 MCDR REEL PAGE 15 EASEMENT )OR ROAD PURPOSES MCDR REEL PAGE 15 EASEMENT )OR ROAD PURPOSES MCDR VOL PAGE 55 APPLICANT RE4UESTS THE CITY E;TINGUISH EASEMENT 5' PUE MCDR REEL PAGE TO BE E;TINGUISHED IN )AVOR O) A NEW PUE AT THE NEW ROW ELECTRIC POWER LINE EASEMENT MCDR REEL 10, PAGE TO BE E;TINGUISHED IN )AVOR O) A NEW PUE AT THE E;ISTING ROW UNION PACI)IC RAILROAD ROW COMMERCE WAY ROW 50' COMMERCE WAY ROW UPRR RAILS VARIABLE WIDTH EASEMENT NOT PLOTABLE WITH NEW CINGULAR WIRELESS PCS, LLC 10' DRAINAGE EASEMENT IN )AVOR O) CITY O) WOODBURN COMMERCE WAY ROW COMMERCE WAY ROW PROPERTY LINE PROPOSED TO BE ADJUSTED TO THE SOUTH ROW MCDR REEL PAGE PROPOSED TO BE VACATED COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY MILL CREE. ORDINARY HIGH WATER LINE DELINEATED BY A.S PROPOSED GENERAL PURPOSE PUBLIC EASEMENT 55' ROW PROPOSED TO BE DEDICATED ---PAGE BREAK--- PARCEL S4 )T 55 ACRES PARCEL 1 S4 )T 51 ACRES WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC PROPOSED PARCEL CON)IGURATION AND EASEMENT PLAN C105 EXPIRES: JUNE 30, 2024 OREGON NOVEMBER 9, 2021 BRYAN C. WHISENHUNT 89395 REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM 0 10' 0 1" ¬ COMMERCE WAY 50' COMMERCE WAY ROW PROJECT NORTH SURVEY NORTH E;ISTING TA;LOT 051W0CB 0 00 MCDR REEL 11, PAGE E;ISTING TA;LOT 051W0DD 00100 MCDR VOL PAGE E;ISTING TA;LOT 051W0CB 000 MCDR REEL 1 PAGE 1 1 E;ISTING TA;LOT 051W0DD 0000 MCDR VOL PAGE 55 E;ISTING TA;LOT 051W0DA 0000 MCDR REEL PAGE 15 EASEMENT )OR ROAD PURPOSES MCDR REEL PAGE 15 UNION PACI)IC RAILROAD ROW COMMERCE WAY ROW 50' COMMERCE WAY ROW UPRR RAILS 10' DRAINAGE EASEMENT IN )AVOR O) CITY O) WOODBURN ADJUSTED PROPERTY LINE COMMERCE WAY ROW PUE PUE WATER EASEMENT WATER EASEMENT WATER EASEMENT 10' WATER EASEMENT COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY MILL CREE. ORDINARY HIGH WATER LINE DELINEATED BY A.S PROPOSED GENERAL PURPOSE PUBLIC EASEMENT GENERAL PURPOSE PUBLIC EASEMENT ACCESS EASEMENT WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT ---PAGE BREAK--- E; SS EV CARPOOL EV CARPOOL EV EV CARPOOL CARPOOL EV CARPOOL EV CARPOOL WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC SITE PLAN COBALT COMMERCE INDUSTRIAL PAR. C10 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM 0 10' 0 1" ¬ UNION PACI)IC RAILROAD COMMERCE WAY ROW 50' ' 10' 105' PAR.ING DATA STANDARD SPACES COMPACT SPACES 0 ACCESSIBLE SPACES ELECTRIC VEHICLE EV SPACES CARPOOL SPACES PROPOSED BUILDING S4 BUILDING PROPOSED ELECTRICAL GEAR PAVED RE)USE AND RECYCLING BINS AREA PROJECT NORTH SURVEY NORTH CELL TOWER ROADWAY EASEMENT 10' PROPOSED BUILDING 1 5,00 S4 BUILDING PROPOSED ELECTRICAL GEAR 5' 15' ROW 5' 15' 105' 55' 1' 55' 1' VALLEY GUTTER 50' TA;LOT 100 TA;LOT 5000 PUE PUE PROPERTY LINE ADJUSTMENT 50' ROW )C TO )C WETLAND BOUNDARY DELINEATED BY A.S TA;LOT 051W0CA 00 IL TA;LOT 051W0DD 00100 PSP TA;LOT 051W0CB 000 PSP TA;LOT 051W0DD 0000 PSP TA;LOT 051W0DA 0000 IL EASEMENT )OR ROAD PURPOSES MCDR REEL PAGE 15 WATER EASEMENT WATER EASEMENT 10' WATER EASEMENT 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY MILL CREE. ORDINARY HIGH WATER LINE DELINEATED BY A.S 5' SIDE SETBAC. 5' SIDE SETBAC. 5' ACCESS EASEMENT SETBAC. 5' SIDE SETBAC. REAR SETBAC. STORMWATER MANAGEMENT SWALE PROPOSED GENERAL PURPOSE PUBLIC EASEMENT GENERAL NOTES: 1 RE)ERENCE DETAIL 1 ON SHEET C00 )OR COMMERCE WAY TYPICAL STREET SECTION ALL CURBS ON SITE TO BE E;POSURE MA;IMUM GENERAL PURPOSE PUBLIC EASEMENT 50' ROW 100 TOTAL = 5,005 GS) MANU)ACTURING = GS) WAREHOUSE = GS) 100 TOTAL = GS) MANU)ACTURING = 1 GS) WAREHOUSE = 55, 5 GS) 100 TOTAL = 15,1 GS) MANU)ACTURING = 5,5 1 GS) WAREHOUSE = 5,5 5 GS) STORMWATER MANAGEMENT BASIN STORMWATER MANAGEMENT BASIN 10' )RONT SETBAC. WATER EASEMENT 5' SIDE SETBAC. 5' SIDE SETBAC. ACCESS EASEMENT WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT ---PAGE BREAK--- EV CARPOOL EV CARPOOL EV EV CARPOOL CARPOOL EV CARPOOL EV CARPOOL WV WV BO WV WV WV WV WV WV BO E; W E; W E; W E; W E; W E; W E; W W W W W W W W W W W W W W W W W 1" W W W W W W E; W E; W E; W W E; W E; SS E; SS W W WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC )IRE ACCESS PLAN C10 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR :55:10 PM 0 10' 0 1" ¬ UNION PACI)IC RAILROAD GENERAL CONSTRUCTION NOTES: 1 )ROM THE 01 OREGON )IRE CODE, APPENDI; B, TABLE B1051 , WITH A CONSTRUCTION TYPE O) IIIB AND AN AREA O) 0,00S) )OR BUILDING 1, A RE4UIRED )IRE )LOW O) 5,500GPM IS OBTAINED )OR BUILDING WITH THE SAME CONSTRUCTION TYPE AND AN AREA O) THE SAME TABLE YIELDS A RE4UIRED )IRE )LOW O) ,500GPM BOTH BE)ORE ADJUSTMENT BASED ON THE ASSUMPTION THAT AN AUTOMATIC EARLY SUPPRESSION, )AST RESPONSE SPRIN.LER SYSTEM WILL BE PROVIDED IN BOTH BUILDINGS, THE RE4UIRED )IRE )LOW VALUES HAVE BEEN ADJUSTED TO O) THE RE4UIRED )IRE )LOWS BY THE )IRE MARSHALL THIS RESULTS IN AN ADJUSTED )IRE )LOW RE4UIREMENT O) ,15GPM )OR BUILDING 1 AND ,5GPM )OR BUILDING )ROM THE 01 OREGON )IRE CODE, APPENDI; C, TABLE C101, SINCE THE RE4UIRED ADJUSTED )IRE )LOW IS ,5GPM, )IVE )IRE HYDRANTS ARE RE4UIRED BASED ON THE ASSUMPTION THAT AN AUTOMATIC SPRIN.LER SYSTEM WILL BE PROVIDED, THE ALLOWABLE )IRE HYDRANT SPACING IS INCREASED BY THIS RESULTS IN AN ALLOWABLE SPACING O) AS A RESULT, SI; )IRE HYDRANTS ARE PROPOSED AS SHOWN ON THE UTILITY PLAN A SEVENTH AND EIGHTH )IRE HYDRANT IS PROPOSED ADJACENT TO THE DOUBLE CHEC. BAC.)LOW PREVENTORS ONE )OR EACH BUILDING SINCE THE PROJECT STREET )RONTAGE IS LESS THAN 1,000)T AND A )IRE HYDRANT E;ISTING AT THE SOUTH END O) THE STREET )RONTAGE, NO STREET )IRE HYDRANT IS PROPOSED THE HYDRAULIC MODEL PREPARED )OR THE )IRE )LOW ANALYSIS WAS PREPARED USING EPANET THE )IRE HYDRANT )LOW TEST DATA USED IN THE MODEL WAS COLLECTED AT )H H55 ON COMMERCE WAY AND )H H55 ON )RONT STREET BY CENTURION )IRE PROTECTION THE TEST RESULTS ARE SHOWN BELOW: )H H55 STATIC = 5PSI RESIDUAL = 5PSI # 1,00GPM )H H55 STATIC = 5PSI RESIDUAL = 51PSI # 1,0 0GPM THE ASSUMED HA=ENWILLIAMS COE))ICIENT USED )OR THE E;ISTING AND NEW WATER PIPING WAS 10 THE GROUND ELEVATIONS WERE OBTAINED )ROM TOPOGRAPHIC DATA COLLECTED AS PART O) THE DESIGN SURVEYS AND )ROM THE PROPOSED GRADING PLAN )OR THE NEW DEVELOPMENT THE PIPE DIAMETERS AND USED IN THE MODEL WERE TA.EN )ROM THE IMPROVEMENT DRAWINGS )OR THE PROPOSED )ACILITIES THE MODEL )OR BUILDING 1 WAS SETUP TO WITHDRAW 1,05GPM )ROM )H5, AND THE MODEL )OR BUILDING WAS SETUP TO WITHDRAW 1,1 GPM )ROM AND THESE RESIDUAL VALUES E;CEED THE MINIMUM RE4UIRED SYSTEM PRESSURE O) 0PSI AT THE DESIGN )LOW DEMAND COMMERCE WAY PROJECT NORTH SURVEY NORTH CELL TOWER TA;LOT 051W0DD 00100 TA;LOT 051W0DD 0000 TA;LOT 051W0DA 0000 .EYNOTES E;ISTING )IRE HYDRANT PROPOSED )IRE HYDRANT INSIDE )IRE TRUC. TURNING RADIUS OUTSIDE )IRE TRUC. TURNING RADIUS PUBLIC WATERLINE PROPOSED )DC WITH W)D APPROVED SIGNAGE COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION TA;LOT 051W0CA 00 IL 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY PROPOSED BUILDING S4 BUILDING PROPOSED BUILDING 1 5,00 S4 BUILDING TA;LOT 100 TA;LOT 5000 )H )H 5 )H )H )H 1 WATER EASEMENT WATER EASEMENT 10' WATER EASEMENT WATER EASEMENT WATER EASEMENT 10' WATER EASEMENT )H )H )H N )RONT ST 10' WATER EASEMENT ---PAGE BREAK--- TR TR G GM G WV WV C C C C BO WV WV C SS CO WV WV WV WV BO SS CO SS CO C JB JB E; SD E; SS E; SD E; SD E; SD SS SS SS SS E; SD E; SD E; SD E; 10" SD E; SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; 10" SD E; SD E; 10" SD E; SS E; SS E; SS E; SD E; SD EV CARPOOL EV CARPOOL EV EV CARPOOL CARPOOL EV CARPOOL EV CARPOOL E; GAS E; UG E E; W E; W E; W E; W E; W E; W E; W E; UG COMM E; UG COMM E; UG COMM E; UG COMM E;ISTING SDCB E;ISTING SDCB 10 1 11 11 11 15 10 1 11 10 15 10 10 11 15 15 15 15 15 1 1 11 11 10 1 1 11 10 11 W W W W W SDCB SDCB OCMH OCMH 1 OCMH SDMH 1 SDCB SDCB SDCB SDCB SDCB SDCB SDCB SDCB SDCB SDCB SDCB 1 SDCB 11 SDCB 10 10 10 10 1 1 10 10 10 10 1 1 10 1 10 10 1 = 115' = 110' 10 10 1 SDCB SDCB 10 1 11 10 15 10 15 10 10 11 SDDI SDDI 1 SDCB SDCB SDCB SDCB SDCB SDCB SDCB 1 SDCB SDCB 15 SDCB SDCB SDCB SDCB SDCB SDCB 5 SDCB SDCB SDCB SDCB 10 STORMWATER MANAGEMENT BASIN BOTTOM EL = 110 STORMWATER MANAGEMENT BASIN BOTTOM EL = 1500 11 11 10 11 WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC GRADING AND DRAINAGE PLAN C111 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM 0 10' 0 1" ¬ UNION PACI)IC RAILROAD COMMERCE WAY PROJECT NORTH SURVEY NORTH CELL TOWER TA;LOT 051W0DD 00100 TA;LOT 051W0CB 000 TA;LOT 051W0DD 0000 TA;LOT 051W0DA 0000 GENERAL CONSTRUCTION NOTES: 1 BUILDING )OOTING DRAIN AND DOWNSPOUTS TO BE PLUMBED DIRECTLY INTO PROPOSED STORM SYSTEM COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION TRENCH PLUG TRENCH PLUG PER) CPP IN WIDE DRAIN ROC. BAC.)ILLED TRENCH WETLAND BOUNDARY DELINEATED BY A.S 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY MILL CREE. ORDINARY HIGH WATER LINE DELINEATED BY A.S PROPOSED GENERAL PURPOSE PUBLIC EASEMENT GENERAL PURPOSE PUBLIC EASEMENT TA;LOT 051W0CA 00 IL PROPOSED BUILDING S4 BUILDING PROPOSED BUILDING 1 5,00 S4 BUILDING TA;LOT 100 TA;LOT 5000 N )RONT ST ---PAGE BREAK--- EV CARPOOL EV CARPOOL EV EV CARPOOL CARPOOL EV CARPOOL EV CARPOOL TR TR G GM G WV WV C C C C BO WV WV C SS CO WV WV WV WV BO SS CO SS CO C JB JB SS SSCO SS SSMH SS SSMH SS SS SS SSCO 1 SD 10" SD 10" SD SD 10" SD 10" SD SS SSCO 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD 10" SD E; SS E; SS E; SD E; SD E; SS W W W W W W E; W E; W E; W E; W E; W 1" W 1" W W W W W W W W W W W W W W W W W W W W E; W E; W E; W E; W W W W W SS SSMH 1 E; SS WOODBURN, OR WB COMMERCE 100 LLC AND WB COMMERCE 5000 LLC OVERALL UTILITY PLAN COBALT COMMERCE INDUSTRIAL PAR. SITE PLAN REVIEW SUBMISSION C11 EXPIRES: JUNE 30, 2024 R E G I S T E R E D P R O F E S S I O N A L N O V . 9 , 1 9 9 9 E N G I N E E R 62679PE OREGON K E I T H W H I S E N H U N T PRELIMINARY NOT FOR CONSTRUCTION .EYNOTES 00 HOTTAP E;ISTING WATER MAIN 01 REMOVE E;ISTING BLOWO)) AND INSTALL GATE VALVE INSTALL TEE AND CAP NOTH LEG )OR )UTURE E;TENTION INSTALL BLOW PROPOSED )IRE HYDRANT DCDV VAULT WITH )IRE DEPARTMENT CONNECTION 10 DOMESTIC WATER DCDV VAULT AND WATER METER 11 LANDSCAPE IRRIGATION STUB RE)ERENCE LANDSCAPING PLANS )OR IRRIGATION IN)ORMATION 1" METER AND DOMESTIC WATER SERVICE TO BUILDING PROPOSED WATER MAIN TO BE BORED UNDER RAILROAD CASING TO E;TEND RIGHT O) WAY TO RIGHT O) WAY 00 INSTALL SANITARY SEWER MANHOLE OVER E;ISTING SANITARY SEWER MAIN GENERAL CONSTRUCTION NOTES: 1 ALL WATER MAIN JOINTS TO BE RESTRAINED ACCORDING TO CITY O) WOODBURN DESIGN STANDARDS SHEET TITLE: NO DATE BY DESCRIPTION DATE SIGNED: ISSUANCE 1 SUBMIT SITE PLAN REVIEW PAC.AGE .W RESUBMIT SITE PLAN REVIEW PAC.AGE .W ADD PUBLIC WATER UNDER RR .W ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ¬ ZU 10 ZD\?TKH CAD?CLYLO?SPR PM E;ISTING )IRE HYDRANT 0 10' 0 1" UNION PACI)IC RAILROAD COMMERCE WAY PROJECT NORTH SURVEY NORTH E;ISTING )IRE HYDRANT E;ISTING )IRE HYDRANT TA;LOT 051W0DD 00100 TA;LOT 051W0CB 000 TA;LOT 051W0DD 0000 TA;LOT 051W0DA 0000 a50' SS 00 00 01 00 WATER EASEMENT WATER EASEMENT WATER EASEMENT 10' WATER EASEMENT 11 TA;LOT 051W0CA 00 IL 100YEAR )LOOD PLAIN AND RCWOD BOUNDARY PROPOSED BUILDING S4 BUILDING PROPOSED BUILDING 1 5,00 S4 BUILDING TA;LOT 100 TA;LOT 5000 WATER EASEMENT 10' WATER EASEMENT N )RONT ST E;ISTING )IRE HYDRANT E;ISTING )IRE HYDRANT 00 10' WATER EASEMENT ---PAGE BREAK--- CO EV CARPOOL EV EV CARPOOL CARPOOL SS CO P R O P O S E D B U I L D I N G C O M M E R C E W A Y SIDEWALK LOADING DOCKS PROPERTY LINE DRIVEWAY SIDEWALK ROUND RIVER ROCK, TYP. DRIVEWAY SIDEWALK LOADING DOCKS LOADING DOCKS SIDEWALK UTILITIES, SEE CIVIL UTILITY, SEE CIVIL SIDEWALK BICYCLE PARKING (SEE ARCH.) BUILDING CANOPY ABOVE (SEE ARCH.) PROPERTY LINE MOON MOON MOON (22) MOON (89) RASP RASP RASP (10) RASP RASP PARKING AREA: 57,812 SF REQUIRED: 10% = 5,781 SF PROPOSED: 6,043 SF SMALL STREET TREES REQUIRED FOR LOCAL STREET: ONE TREE PER EVERY 30 FEET OF STREET FRONTAGE PROVIDED: 17 TREES (520 FEET OF STREET FRONTAGE) Landscape Planting Requirements: Street Setback REQUIRED PLANTS: 1 PLANT UNIT (PU) / 15 SF 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 LANDSCAPE SQUARE FOOTAGE = 3,096 SF NUMBER OF PLANT UNITS = 206 PU Plants # of Plants Plant Units Large Tree - - Medium Tree - - Small Tree 12 48 Large Shrub 70 140 Small / Medium Shrub 35 35 Lawn / Groundcover - - Total Plant Units 223 REVISIONS DATE June 22nd, 2023 1012 Pine Street [PHONE REDACTED] Designs, 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 NOTES INITIALS # Silverton, Oregon LLC Laurus PROJECT 1504C PRELIMINARY Cobalt Commerce Industrial Park Commerce Way Woodburn, Oregon L1.1 SCALE: 1"=20-0" PRELIMINARY PLANTING PLAN MATCHLINE SEE SHEET L1.3 MATCHLINE SEE SHEET L1.2 1. PLANS ARE PRELIMINARY, NOT FOR BIDDING OR CONSTRUCTION. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN AND BUILDING DETAILS. 3. STREET TREES SELECTED FROM WOODBURN APPROVED STREET TREE LIST FOR SMALL TREES. 4. PLANTING REQUIREMENTS SEE THIS SHEET, L1.2 AND L1.3. 5. PLANT SCHEDULE SEE SHEET L1.4. 6. STREET TREE PLANTING DETAIL SEE SHEET L1.4. 7. FINAL PLANTING NOTES AND DETAILS TO BE INCLUDED IN PERMIT SET. 8. IRRIGATION TO BE AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: TOTAL SITE AREA (SF) = 496,584 SF (11.4 ACRES) TOTAL LANDSCAPE AREA = 52,360 SF Site Information SCALE 0' 10' 20' 40' EV CARPOOL Key Map: ---PAGE BREAK--- G WV WV SS CO EV CARPOOL EV CARPOOL P R O P O S E D B U I L D I N G C O M M E R C E W A Y SWALE A BICYCLE PARKING (SEE ARCH.) SIDEWALK SIDEWALK PROPERTY LINE PROPERTY LINE DRIVEWAY BUILDING CANOPY ABOVE (SEE ARCH.) ZONE B (6,559 SF) ZONE A (1,521 SF) ROUND RIVER ROCK, TYP. PROPERTY LINE SIDEWALK LITIES, CIVIL UTILITY, SEE CIVIL (80) RASP RASP UTILITY, SEE CIVIL RASP RASP (22) RASP RASP COTO COTO COTO LOADING DOCKS LOADING DOCKS Landscape Planting Requirements: Off-Street Parking/Loading REQUIRED PLANTS: 1 PLANT UNIT (PU) /20 SF AND REQUIRED TREE PER PARKING SPACES BELOW 1 SMALL TREE PER 10 PARKING SPACES 1 MEDIUM TREE PER 15 PARKING SPACES 1 LARGE TREE PER 25 PARKING SPACES LANDSCAPE SQUARE FOOTAGE = 14,022 SF NUMBER OF PLANT UNITS = 701 PU NUMBER OF PARKING SPACES = 128 SPACES = 13 SMALL TREES Plants # of Plants Plant Units Large Tree - - Medium Tree - - Small Tree 14 56 Large Shrub 12 24 Small / Medium Shrub 531 531 Lawn / Groundcover 10,354 SF 207 Total Plant Units 818 *Includes shrubs planted in Stormwater Swale A Stormwater Facility Planting Requirements Swale A SWALE AREA: 8,080 SF ZONE A AREA: 1,521 SF ZONE B AREA: 6,559 SF Detention Basin B DETENTION BASIN AREA: 3,860 SF ZONE A AREA: 3,107 SF ZONE B AREA: 439 SF Detention Basin C DETENTION BASIN AREA: 7,724 SF ZONE A AREA: 6,678 SF ZONE B AREA: 698 SF *Planting Calculations derived from City of Portland Stormwater Management Manual REVISIONS DATE June 22nd, 2023 1012 Pine Street [PHONE REDACTED] Designs, 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 NOTES INITIALS # Silverton, Oregon LLC Laurus PROJECT 1504C PRELIMINARY Cobalt Commerce Industrial Park Commerce Way Woodburn, Oregon L1.2 SCALE: 1"=20-0" PRELIMINARY PLANTING PLAN MATCHLINE SEE SHEET L1.4 MATCHLINE SEE SHEET L1.1 1. PLANS ARE PRELIMINARY, NOT FOR BIDDING OR CONSTRUCTION. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN AND BUILDING DETAILS. 3. STREET TREES SELECTED FROM WOODBURN APPROVED STREET TREE LIST FOR SMALL TREES. 4. PLANTING REQUIREMENTS SEE THIS SHEET L1.1 AND L1.3. 5. PLANT SCHEDULE SEE SHEET L1.4. 6. STREET TREE PLANTING DETAIL SEE SHEET L1.4. 7. FINAL PLANTING NOTES AND DETAILS TO BE INCLUDED IN PERMIT SET. 8. IRRIGATION TO BE AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: SCALE 0' 10' 20' 40' EV CARPOOL Key Map: ---PAGE BREAK--- PAVED REFUSE AND RECYCLING BINS AREA CELL TOWER GENERAL PURPOSE PUBLIC EASEMENT WETLAND BOUNDARY DELINEATED BY AKS 6/30/2020 PROPOSED GENERAL PURPOSE PUBLIC EASEMENT MILL CREEK ORDINARY HIGH WATER LINE DELINEATED BY AKS 6/30/2020 PROPERTY LINE PROPERTY LINE PROPERTY LINE ROUND RIVER ROCK, TYP. DETENTION BASIN B ZONE A (3,107 SF) ZONE B (439 SF) NO WORK IN THIS AREA LANDSCAPING LIMITS SEE CIVIL FOR GRADING 100-YEAR FLOOD PLAIN AND RCWOD BOUNDARY 20' REAR SETBACK LOADING DOCKS LOADING DOCKS P R O P O S E D B U I L D I N G ROUND RIVER ROCK, TYP. DETENTION BASIN C ZONE A (6,678 SF) ZONE B (698 SF) SEE CIVIL FOR GRADING PROPERTY LINE (1,067 sf) SEED (407 sf) SEED (32) MOON SIDEWALK Landscape Planting Requirements: Other Yards REQUIRED PLANTS: 1 PLANT UNIT (PU) / 50 SF 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 LANDSCAPE SQUARE FOOTAGE =35,250 SF NUMBER OF PLANT UNITS = 705 PU Plants # of Plants Plant Units Large Tree - - Medium Tree - - Small Tree 13 52 Large Shrub 199 398 Small / Medium Shrub 276 276 Lawn / Groundcover 2,512 50 Total Plant Units 776 REVISIONS DATE June 22nd, 2023 1012 Pine Street [PHONE REDACTED] Designs, 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 NOTES INITIALS # Silverton, Oregon LLC Laurus PROJECT 1504C PRELIMINARY Cobalt Commerce Industrial Park Commerce Way Woodburn, Oregon L1.3 SCALE: 1"=20-0" PRELIMINARY PLANTING PLAN MATCHLINE SEE SHEET L1.1 MATCHLINE SEE SHEET L1.4 1. PLANS ARE PRELIMINARY, NOT FOR BIDDING OR CONSTRUCTION. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN AND BUILDING DETAILS. 3. STREET TREES SELECTED FROM WOODBURN APPROVED STREET TREE LIST FOR SMALL TREES. 4. PLANTING REQUIREMENTS SEE THIS SHEET L1.1 AND L1.2. 5. PLANT SCHEDULE SEE SHEET L1.4. 6. STREET TREE PLANTING DETAIL SEE SHEET L1.4. 7. FINAL PLANTING NOTES AND DETAILS TO BE INCLUDED IN PERMIT SET. 8. IRRIGATION TO BE AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: SCALE 0' 10' 20' 40' EV CARPOOL Key Map: ---PAGE BREAK--- GM G BO WV WV EV CARPOOL P R O P O S E D B U I L D I N G SIDEWALK PROPERTY LINE PROPERTY LINE ROUND RIVER ROCK, TYP. SWALE A ROUND RIVER ROCK, TYP. DETENTION BASIN B BICYCLE PARKING (SEE ARCH.) BUILDING CANOPY ABOVE (SEE ARCH.) COTO COTO COTO LOADING DOCKS Preliminary Plant Schedule TREES QTY BOTANICAL / COMMON NAME SIZE SIZE 2 Acer circinatum / Vine Maple 10` Ht. Min. Small 3 Acer rubrum 'Gerling' / Gerling Red Maple 2" Cal., B&B Small 6 Carpinus betulus 'Fastigiata' / Pyramidal European Hornbeam 2" Cal., B&B Small 3 Cedrus atlantica `Fastigiata` / Columnar Blue Atlas Cedar 10` Ht. Min. Small 15 Fagus sylvatica 'Dawyck Purple' / Dawyck Purple European Beech 2" Cal., B&B Small 5 Koelreuteria paniculata 'Fastigiata' / Columnar Goldenrain Tree 2" Cal., B&B Small 17 Pyrus calleryana `Chanticleer` / Chanticleer Callery Pear 2" Cal., B&B Small 5 Thuja plicata 'Green Sport' / Green Sport Western Red Cedar 10` Ht. Min. Small SHRUBS QTY BOTANICAL / COMMON NAME SIZE 15 Berberis thunbergii `Atropurpurea Nana` / Dwarf Redleaf Japanses Barberry 1 Gal. 15 Camellia sasanqua 'Setsugekka' / Setsugekka Camellia 3 Gal. 13 Daphne cneorum / Garland Daphne 1 Gal. 39 Daphne x burkwoodii 'Carol Mackie' / Carol Mackie Daphne 1 Gal. 46 Lavandula angustifolia `Munstead` / Munstead English Lavender 1 Gal. 49 Ligustrum japonicum 'Texanum' / Texas Japanese Privet 3 Gal. 39 Mahonia aquifolium / Oregon Grape 1 Gal. 65 Myrica californica / Pacific Wax 3 Gal. 9 Nandina domestica 'Firepower' / Firepower Heavenly Bamboo 1 Gal. 11 Osmanthus / Holly Olive 3 Gal. 31 Perovskia atriplicifolia / Russian Sage 1 Gal. 140 Prunus laurocerasus `Otto Luyken` / Otto Luyken English Laurel 3 Gal. 27 Rhaphiolepis indica `Ballerina` / Ballerina Indian Hawthorn 2 Gal. 102 Rhaphiolepis indica 'Conor' / Eleanor Tabor Indian Hawthorn 1 Gal. 6 Sarcococca confusa / Fragrant Sarcococca 1 Gal. 14 Skimmia japonica / Japanese Skimmia 1 gal. 13 Spiraea japonica `Goldflame` / Spirea 1 Gal. 4 Vaccinium ovatum / Evergreen Huckleberry 1 Gal. 11 Viburnum tinus `Spring Bouquet` / Spring Bouquet Laurestinus 3 Gal. GRASSES / PERENNIALS QTY BOTANICAL / COMMON NAME SIZE 73 Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass 24"-30" Ht. 24 Hakonechloa macra / Japanese Forest Grass 1 Gal. 31 Miscanthus sinensis 'Morning Light' / Morning Light Eulalia Grass 1 Gal. GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING KINN 174 (1,038 sf) Arctostaphylos uva-ursi `Massachusetts` / Massachusetts Manzanita 1 Gal. 30" o.c. COTO 26 (361 sf) Cotoneaster dammeri `Lowfast` / Lowfast Bearberry Cotoneaster 1 Gal. 48" o.c. MOON 72 (823 sf) Euonymus fortunei `Moonshadow` TM / Moonshadow Euonymus 1 Gal. 42" o.c. RASP 242 (3,633 sf) Rubus pentalobus `Emerald Carpet` / Emerald Carpet Creeping Raspberry 1 Gal. 48" o.c. SEED 1,474 sf Erosion Control Native Seed Mix Seed at rate of 1 LB / 1000 SF REVISIONS DATE June 22nd, 2023 1012 Pine Street [PHONE REDACTED] Designs, 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 NOTES INITIALS # Silverton, Oregon LLC Laurus PROJECT 1504C PRELIMINARY Cobalt Commerce Industrial Park Commerce Way Woodburn, Oregon L1.4 SCALE: 1"=20-0" PRELIMINARY PLANTING PLAN MATCHLINE SEE SHEET L1.2 MATCHLINE SEE SHEET L1.3 1. PLANS ARE PRELIMINARY, NOT FOR BIDDING OR CONSTRUCTION. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN AND BUILDING DETAILS. 3. STREET TREES SELECTED FROM WOODBURN APPROVED STREET TREE LIST FOR SMALL TREES. 4. PLANTING REQUIREMENTS SEE SHEET L1.1 AND L1.2. 5. PLANT SCHEDULE SEE THIS SHEET. 6. STREET TREE PLANTING DETAIL SEE THIS SHEET. 7. FINAL PLANTING NOTES AND DETAILS TO BE INCLUDED IN PERMIT SET. 8. IRRIGATION TO BE AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY THE LANDSCAPE ARCHITECT. General Notes: SCALE 0' 10' 20' 40' EV CARPOOL Key Map: ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- 'DWH 6FDOH $V6KRZQ 6XPPDU\ 1RWH RI 1RWH /DPEHUWLDQ V 6\PERO $YJ 0D[ 0LQ 0D[0LQ 3DUNLQJ$UHD 3DUNLQJ$UHD 6SLOO/LJKW6XPPDU\ IF 6\PERO /DEHO 47< &DWDORJ1XPEHU 1XPEHU /DPSV SHU/DPS 3RODU3ORW ' 70 & :5 3ODQ9LHZ 6FDOH IW TYPE C: cutoff skirt for Dark Sky Compliance TYPE D: Full Cutoff Wallpack COBALT COMMERCE INDUSTRIAL PARK Taxlots: 051W07DA00100 & 051W08CB05000