Document Woodburn_doc_a4d0d70f2f

Final Decision Planning Commission File number(s): DR 22-02, EXCP 22-01, & VAR 22-01 Project name: Speculative Industrial Development Date of decision: January 12, 2023 Date of mailing: January 13, 2023 Applicant: Peter Skei, Specht Development, Inc. Landowner: SPW2 LLC Site location: Tax Lot 052W140000800 (no assigned address, NE corner of Evergreen Road / Parr Road) Summary: The Planning Commission held a public hearing on January 12, 2023 and approved the Design Review (DR), Exception to Street Right of Way and Improvement Requirements (“Street Exception”, EXCP), and Variance (VAR) application package with the conditions recommended by staff through the staff report published January 5, except that condition 6c was modified based on staff recommendations in the memo dated January 12, 2023. The motion to approve passed with six votes to approve and one dissenting vote. No parties testified in opposition. The subject site is located at the southwest terminus of Evergreen Road on vacant (farm) land. This property was included as part of the City’s successful expansion of the Urban Growth Boundary (UGB) completed in 2016 which amended the designation of this site to Southwest Industrial Reserve (SWIR). The SWIR is intended to support industrial uses on large parcels of land. The property was annexed into the City in March of 2021, after which it was officially assigned the SWIR zoning district and Interchange Management Area (IMA) overlay district. The Planning Commission approved a new 513,193 square foot single-story industrial building with on-site trailer storage/fleet parking, passenger vehicle parking, stormwater detention facilities, landscaping, and a screening wall along the north property line. There is no specific ---PAGE BREAK--- Page 2 of 11 tenant proposed at this time and the applicant has stated that they anticipate initiating construction as a “speculative” building. The applicant will be constructing all required public improvements under the Code (two frontage improvements) and paying their proportionate share to mitigate identified capacity and safety issues at several locations. Also, in coordination with the County and City staff, the applicant is completing an important transportation connection (Evergreen Road and Parr Rd.) on an interim basis and providing the ROW and improvements necessary for the eventual complete buildout of that intersection. Additionally, Staff and the applicant have come to consensus on a condition of approval (6a) which will restrict truck traffic from this property from travelling north on Evergreen Road once an alternate route (Stacey Allison) is available. The Commission approved the applicant’s two Street Exception requests, which were necessary due to the fact that some of the surrounding properties have not yet been annexed. The Commission also approved the applicant’s Variance request related to driveway spacing. Aerial view of the subject property ---PAGE BREAK--- Page 3 of 11 Approved site plan ---PAGE BREAK--- Page 4 of 11 Conditions of Approval 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. This may include construction of public infrastructure improvements (streets and utilities) prior to private site development, in accordance with plans approved by the Public Works Department. 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 the approved land use review plan set prior to building permit final inspection in service of substantial conformance. 2. Public Works conditions: Follow the attached “Public Works Conditions” (Attachment 102). 3. Grading Permit: Prior to beginning any grading work on-site, the applicant shall apply for and obtain a Grading Permit per WDO 5.01.04. 4. Wall/Fence Permit(s): To demonstrate conformance with WDO 3.06.06, the applicant shall submit detailed plans for the architectural wall on the north property line. To demonstrate conformance with WDO 2.06.02 and 5.01.03, the applicant shall submit application for and obtain approval of a Fence Permit for any fencing. 5. Sign Permit(s): To demonstrate conformance with WDO 3.10 and 5.01.10, submit application for and obtain approval of a Sign Permit for any new signage. 6. Traffic mitigation: a. Truck access: In the future, when and if the City designates a truck route (alternative to Evergreen Road) east of Interstate 5 between the SWIR and the I-5 Interchange, which is adopted by the City and is operational with adequate capacity, the owner will be required to post signage limiting exiting truck movements at the Evergreen Road driveways to right turns, so departing trucks will proceed only southbound on Evergreen Road. Such signage modifications will be subject to approval by the Public Works Department. b. Evergreen Road corridor traffic mitigation: To alleviate current and future safety and capacity issues on Evergreen Road at Hayes St., Stacy Allison Way, and Harvard St. (“Evergreen Corridor”), the developer shall pay to the City $63,000 to fund a transportation planning and design study for the corridor. Fee payment is due prior to shell building permit issuance. c. Parr Road / Butteville Road intersection mitigation: Either subsection i. or ii. below shall apply: i. Should Marion County continue to retain jurisdiction over this intersection, at the time of building permit issuance, pay to the County $425,121 to ---PAGE BREAK--- Page 5 of 11 alleviate current and future safety issues at this intersection. Proof of fee payment is due prior to permit issuance; or ii. Should the City of Woodburn have obtained jurisdiction over this intersection at the time of building permit issuance, pay to the City $211,555 to alleviate current and future safety issues at this intersection. If Specht has paid to Marion County the assessment under i. above but improvements have not been completed when the City obtains jurisdiction of the Parr Road / Butteville Road intersection and receives funds previously collected by Marion County, within 90 days of such receipt the City shall refund the excess contribution amount in excess of the amount in ii above to Specht. d. Whole contribution: Payment of the applicable contribution in c.i or c.ii above shall exempt the development site from further assessment or participation in any district formation, assessment of fees, or other obligations formed or established before December 31, 2033 that support improvement of the Evergreen Corridor or the Parr Road / Butteville Road intersection. 7. Transportation Demand Management (TDM): a. The developer shall include with the first building permit for tenant improvements the document submitted into the record entitled, “Transportation Demand Management (TDM) Strategies Specht/Weisz 50 acres Speculative Development”. b. Subject to the TDM requirements in the Employee Commute Options (ECO) Rule (Oregon Administrative Rules [PHONE REDACTED] through 0290) administered by the Oregon Department of Environmental Quality (DEQ), building tenants shall, within six months of the issuance of their first certificate of occupancy, submit an official TDM Plan to the City to the attention of the Community Development Director. The Plan shall include a list of enforceable, programmatic TDM strategies and measures intended to reduce peak hour vehicle trips generated by the proposed development. At a minimum, the Plan shall include: i. Ongoing incentives for ride-sharing, using transit, biking, or walking to work. These can include providing transit passes, carpool/vanpool parking spaces, indoor bike parking facilities, and on-site lockers and personal showers. ii. Designation of a property manager or tenant employee or contracting with a contractor to serve as an on-site TDM program manager for monitoring and enforcement. iii. Provisions for an annual report to be provided to the City to the attention of the Community Development Director that references this condition of approval, includes a summary of what the targets were, review of how well targets were met, performance measures, comparison with the prior report, and the effectiveness of the TDM program elements implemented. iv. Expiration: The reporting requirements of this condition shall expire on December 31, 2033. ---PAGE BREAK--- Page 6 of 11 c. Bicycle Parking: Prior to shell building permit issuance, the developer shall modify plans to conform with the new bicycle parking standards in WDO 3.05.06, which the City Council adopted on June 30, 2022 via Ordinance No. 2602. d. Transit: Prior to shell building permit issuance, the developer shall pay $73,000 to Woodburn Transit to support and expand the City’s transit system for this area. 8. Street lighting: Pursuant to WDO 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 shell building permit issuance. 9. Underground utilities: Pursuant to WDO 3.02.04, all utility services to and within the development shall be underground. 10. Trash enclosure: To meet WDO Table 3.06.06, provide trash enclosure design drawings to demonstrate the design standards outlined in 3.06.06B are met. This is due prior to - shell building permit issuance. 12. Exterior lighting: Pursuant to WDO 3.02.03, all exterior lighting fixtures shall be full cut off or fully shielded. 13. System Development Charges (SDC) deferral: All SDC’s will be assessed at the time of the first certificate of occupancy on a tenant-by-tenant basis until full building occupancy is reached. 14. Along the development site’s public street frontages, the applicant shall plant street trees pursuant to WDO 3.06.03A and provide grass in the landscape strip between the curb and right-of-way. 15. Temporary dead end streets: The developer shall install barricades and signage as required by WDO 3.01.05A2 for temporary dead end streets. Include detail drawings of these items as part of civil engineering plan review. ---PAGE BREAK--- Page 7 of 11 Public Works Comments 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 and/or federal agencies that may require such permit or approval for the construction of this development. 2. 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 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. 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. 4. 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. 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, if a permit shall be obtained for discharging storm drainage into state lands. 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 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 update the water main plans along proposed Industrial Road. The proposed water main to be located along the proposed development frontage, under the proposed sidewalk area and with a minimum 4ft of cover. 5. 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. 6. Applicant to provide street lighting along all future public streets. 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. 7. Applicant to construct private storm sewer systems, including detention facilities in accordance ---PAGE BREAK--- Page 8 of 11 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. 8. The Applicant, by this Development, shall not cause storm water runoff to be impounded on adjacent properties. 9. 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. 10. 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. 11. The applicant in accordance with all state regulations and requirements shall abandon on-site existing water wells and subsurface sewage disposal systems. 12. 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). 13. The owner/applicant shall be required to enter into an improvement agreement. 14. 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. 15. Final review of the Civil Plans will be done during the Development Application for Construction. Public infrastructure will be designed and constructed in accordance with plans approved by Public Works, Marion County and complying with City, Marion County, State and Federal requirements/guidelines current at the time of the development application. 16. Provide and record the required right-of-way dedications and public utility easements, at time of final plat recordation. 17. All public improvements shall be deemed complete prior to final plat recordation. 18. Applicant is required to coordinate work with Brighton Pointe Subdivision for all improvements that may affect/impact this development: a. Improvements to Parr Road b. Installation of future public sewer, storm, and water mains. c. Franchise Utilities relocations. d. Etc. ---PAGE BREAK--- Page 9 of 11 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. Demolition Permits: Demolition of any existing structures may require Demolition Permit approval through the Building Division. 3. Records: Staff recommends that the applicant retain a copy of the subject approval. 4. 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. 5. Signage: The approval excludes any signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 6. 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. 7. 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. 8. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Public Works storm water practices and the Storm Drainage Master Plan. 9. Public Works Review: Staff performs final review of the civil plans during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. ---PAGE BREAK--- Page 10 of 11 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--- Expiration Per Woodburn Development Ordinance (WOO) 4.02.04B., a final decision expires within three years of the date of the final decision unless: 1. A building permit to exercise the right granted by the decision has been issued; 2. The activity approved in the decision has commenced; or 3. A time extension, Section 4.02.05, has been approved. 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 4.02.0lB.1. 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, Chris Kerr Affirmed, t/ Date attachments: 1. Site Plans (Planning Commission Staff Report Attachment 104) Page 11 of 11 ---PAGE BREAK--- 7 NV5 703 BROADWAY STREET, SUITE 650 VANCOUVER, WA 98660 TELEPHONE: [PHONE REDACTED] CONTACT: NICK PAVEGLIO EMAIL: [EMAIL REDACTED] GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] LA ARCHITECT: ANDREW SCHNEIDER CONTACT: ANDREW SCHNEIDER EMAIL: SPECHT PROPERTIES INC 10260 SW GREENBURG RD, SUITE 170 PORTLAND, OR 97223 TELEPHONE: [PHONE REDACTED] CONTACT: PETER SKEI EMAIL: OWNER PERLO CONSTRUCTION 11450 SW AMU STREET TUALATIN, OR 97062 TELEPHONE: [PHONE REDACTED] CONTACT: CHRIS MCINROE EMAIL: [EMAIL REDACTED] GENERAL CONTRACTOR NORTHWEST SURVEY 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 TELEPHONE: [PHONE REDACTED] CONTACT: CLINT STUBBS EMAIL: SURVEY CONSULTANT MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ARCHITECT: SCOTT MOORE CONTACT: RYAN WESTON EMAIL: ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ENGINEER: NICOLE BURRELL CONTACT: NICOLE BURRELL EMAIL: MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ENGINEER: TBD CONTACT: TBD EMAIL: TBD 0 GRIDLINE DETAIL REFERENCE MARK A101 1 SIM DETAIL # CATEGORY SUB-CATEGORY SHEET # OPT. NOTE KEYNOTE DIVISION # NOTE # 1 REVISION # REVISION MARK REVISION CLOUD SYMBOLS AND REFERENCES TRUE NORTH PROJECT NORTH NORTH ARROW BUILDING AREA: 513,193 SF CLEAR HEIGHT: 36' CLEAR DOCK DOORS: 100 POSITIONS DRIVE IN DOORS: 4 POSITIONS PROJECT INFORMATION WOODBURN I-5 I-5 HW 99E HW 99E HUBBARD GERVAIS HW 214 HW 211 HW 219 PROJECT SITE MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/13/2022 7:39:50 AM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated G0.01 TITLE SHEET AND DRAWING INDEX JP SJM SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 PUBLIC IMPROVEMENT SET 6-10-2022 WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL ARCHITECTURAL DRAWINGS A1.11 OVERALL FLOOR PLAN A1.12 ENLARGED FLOOR PLAN-NW A1.13 ENLARGED FLOOR PLAN-NE A1.14 ENLARGED FLOOR PLAN-SE A1.15 ENLARGED FLOOR PLAN-SW A1.20 OVERALL ROOF PLAN A2.10 BUILDING ELEVATIONS A2.11 BUILDING ELEVATIONS A3.10 BUILDING SECTIONS A3.11 SITE SECTIONS & SHADOW PLANS A1.11A OVERALL FLOOR PLAN A2.10A BUILDING ELEVATIONS A2.11A BUILDING ELEVATIONS A2.12A BUILDING ELEVATIONS A1.11B OVERALL FLOOR PLAN A2.10B BUILDING ELEVATIONS A2.11B BUILDING ELEVATIONS A3.20 WALL SECTIONS A3.21 WALL SECTIONS A4.10 ENLARGED ENTRY PLANS A4.11 ENLARGED ENTRY PLANS A5.10 EXTERIOR DETAILS A5.11 EXTERIOR DETAILS A5.13 EXTERIOR DETAILS A5.14 EXTERIOR DETAILS A5.21 INTERIOR DETAILS A3.12 STAIR PLANS AND SECTIONS A5.12 EXTERIOR DETAILS DRAWING INDEX G0.01 TITLE SHEET AND DRAWING INDEX G1.10 CODE ANALYSIS CIVIL DRAWINGS C1.10 SITE PLAN C1.11 NW SITE PLAN C1.12 NE SITE PLAN C1.13 SW SITE PLAN C1.14 SE SITE PLAN C1.20 OVERALL GRADING PLAN C1.21 NW GRADING PLAN C1.22 NE GRADING PLAN C1.23 SW GRADING PLAN C1.24 SE GRADING PLAN C1.30 OVERALL UTILITY PLAN C1.31 NW UTILITY PLAN C1.32 NE UTILITY PLAN C1.33 SW UTILITY PLAN C1.34 SE UTILITY PLAN C1.40 FIRE ACCESS PLAN EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS C1.10A SITE PLAN CA1.30A UTILITY PLAN CA.40A FIRE ACCESS PLAN C1.10B FIRE ACCESS PLAN C1.30B SITE PLAN C1.40A FIRE ACCESS PLAN C5.10 CIVIL CONSTRUCTION DETAILS C5.11 CIVIL CONSTRUCTION DETAILS LANDSCAPE DRAWINGS L0.01 LANDSCAPE GENERAL INFORMATION L1.10 PLANTING PLAN L1.11 PLANTING PLAN L1.12 PLANTING PLAN L1.13 PLANTING PLAN L0.01A LANDSCAPE GENERAL INFORMATION L1.10A PLANTING PLAN L1.11A PLANTING PLAN L1.12A PLANTING PLAN L1.13A PLANTING PLAN L1.14A PLANTING PLAN L1.15A PLANTING PLAN L1.16A PLANTING PLAN L1.17A PLANTING PLAN L0.01B LANDSCAPE GENERAL INFORMATION L1.10B PLANTING PLAN L1.11B PLANTING PLAN L1.12B PLANTING PLAN L1.13B PLANTING PLAN L1.14B PLANTING PLAN L1.15B PLANTING PLAN L1.16B PLANTING PLAN L1.17B PLANTING PLAN L5.10 PLANTING DETAILS WEISZ 50 ACRE SITE DEFERRED SUBMITTALS • FIRE ALARM (DESIGN BUILD) • FIRE SPRINKLER (DESIGN BUILD) • MECHANICAL (DESIGN BUILD) • ELECTRICAL (DESIGN BUILD) • PLUMBING (DESIGN BUILD) • MHE EQUIPMENT & RACKING PROJECT DESCRIPTION TBD A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS “ABOVE FINISH FLOOR” (AFF) AND “FINISH FLOOR ELEVATION” (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. H. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. J. FINISH FLOOR ELEVATION OF 0'-0” = 273.00' AS INDICATED ON CIVIL DRAWINGS. K. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF VANCOUVER REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. L. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. M. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. N. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER PROJECT GENERAL NOTES • STAIRS (DESIGN BUILD) • OPEN WEB JOISTS AND GIRDERS • STOREFRONT SYSTEM AND ATTACHMENT • ATTACHMENT OF MECHANICAL UNITS TO SUPPORTS NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS / COMPONENTS. THESE SYSTEMS / COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY. THEY ARE NOT INTENDED TO REPRESENT FINAL / CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO MACKENZIE FOR REVIEW PRIOR TO SUBMITTAL TO CITY OF RIDGEFIELD WASHINGTON GEOTECHNICAL REPORT TBD 1 1/2" = 1'-0" G0.01 2 VICINITY MAP 1" = 160'-0" G0.01 1 SITE PLAN INT INTERIOR INSP INSPECTION / INSPECTOR WWF WELDED WIRE FABRIC IF INSIDE FACE WP WORK POINT ID INSIDE DIAMETER WF WIDE FLANGE BEAM IBC INTERNATIONAL BUILDING CODE WD WOOD HWS HEADED WELD STUD W/O WITHOUT HVAC HEATING, VENTILATION, & AIR CONDITIONING W/ WITH HORIZ HORIZONTAL VRFY VERIFY HDR HEADER VIF VERIFY IN FIELD HCM HOLLOW CLAY MASONRY VERT VERTICAL GLB GLULAM BEAM UON / UNO UNLESS OTHERWISE NOTED GL GLULAM TYP TYPICAL GALV GALVANIZED TS TUBE STEEL GA GAUGE TRANS / TRANSV TRANSVERSE FTG FOOTING TN TOE NAIL FT FEET / FOOT TL TOTAL LOAD FS FAR SIDE THK THICK / THICKNESS FOW FACE OF WALL T/ TOP OF FND FOUNDATION T&B TOP & BOTTOM FLR FLOOR STIFF STIFFENER FIN FINISH(ED) STD STANDARD FB FLAT BAR STAGG STAGGERED F/ FACE OF SPEC(S) SPECIFICATION EXT EXTERIOR SP SPACE EXP JT / EJ EXPANSION JOINT SOG SLAB ON GRADE EXIST / ( E ) EXISTING SMS SHEET METAL SCREW EW EACH WAY SLV SHORT LEG VERTICAL ES EACH SIDE SLRS SEISMIC LOAD RESISTIVE SYSTEM EQ EQUAL SIM SIMILAR ENGR ENGINEER SHTG / SHT'G SHEATHING EN EDGE NAIL(ING) SFRS SEISMIC FORCE RESISTING SYSTEM ELEV ELEVATION SCHED SCHEDULE ELECT ELECTRICAL REV REVISION EIFS EXTERIOR INSULATED FINISH SYSTEM REQ / REQD REQUIRED EFF EFFECTIVE REINF REINFORCING EF EACH FACE REF REFERENCE EA EACH PT PRESSURE TREATED E/ EDGE OF PSL PARALLEL STRAND LUMBER DWG DRAWING PSI POUNDS PER SQUARE INCH DL DEAD LOAD PSF POUNDS PER SQUARE FOOT DIM DIMENSION PS POUR STRIP DIAPH DIAPHRAGM PNL PANEL DIA / Ø DIAMETER / PLY PLYWOOD DFL DOUGLAS FIR/LARCH PLB PARALLAM BEAM DET / DTL DETAIL PLATE DC DEMAND CRITICAL WELD PJ PANEL JOINT DBL DOUBLE PDA POWDER DRIVEN ANCHOR DBA DEFORMED BAR ANCHOR OWWJ OPEN WEB WOOD JOIST d PENNY (NAILS) OPP OPPOSITE CTR / CNTR CENTER OPNG OPENING COORD COORDINATE OH OPPOSITE HAND CONT CONTINUOUS OF / OSF OUTSIDE FACE CONTR CONTRACTOR CONST JOINT CONSTRUCTION JOINT OD OUTSIDE DIAMETER CONN CONNECTION OC ON CENTER CONC CONCRETE NTS NOT TO SCALE COL COLUMN NTE NOT TO EXCEED CMU CONCRETE MASONRY UNIT NS NEAR SIDE CLR CLEAR NOM NOMINAL CENTER LINE NO. / # NUMBER CJ CONTROL OR CONTRACITON JOINT NIC NOT IN CONTRACT CIP CAST-IN-PLACE NEW CFS COLD FORMED STEEL MTL METAL BTWN BETWEEN MISC MISCELLANEOUS BRG BEARING MIN MINIMUM BOTT BOTTOM MFR/ MANUF. MANUFACTURER BN BOUNDARY NAIL(ING) MECH MECHANICAL BM BEAM MB MACHINE BOLT BLKG BLOCKING MAX MAXIMUM BLDG BUILDING MATL MATERIAL BE BOUNDARY ELEMENT MAS MASONRY B/ BOTTOM OF LVL LAMINATED VENEER LUMBER ATR ALL-THREAD ROD LSL LAMINATED STRAND LUMBER ARCH ARCHITECT(URAL) LONG LONGITUDINAL APPROX APPROXIMATE LLV LONG LEG VERTICAL ALT ALTERNATE LLH LONG LEG HORIZONTAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LL LIVE LOAD AFF ABOVE FINISH FLOOR L ANGLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL KSI KIPS PER SQUARE INCH ADDL ADDITIONAL KSF KIPS PER SQUARE FOOT ACI AMERICAN CONCRETE INSTITUTE KN KEYNOTE AB ANCHOR BOLT K KIPS @ AT JST JOIST ABBREVIATIONS ROAD DRAWINGS R0.01 COVER SHEET R0.10 GENERAL NOTES R0.11 GENERAL NOTES (CONTINUED) AND LEGEND R0.12 ROADWAY SECTION DETAILS-EVERGREEN RD R0.13 ROADWAY SECTION DETAILS-EVERGREEN RD R0.14 ROADWAY SECTION DETAILS-STACY ALLISON WAY AND INDUSTRIAL RD R0.15 DITCH SECTION DETAIL R0.20 SOUTH INTERSECTION ULTIMATE PLAN (FUTURE) R1.10 EVERGREEN RD-STREET AND STORM-START TO STA 12+00 R1.11 EVERGREEN RD-STREET AND STORM-STA 12+00 TO STA 16+60 R1.12 EVERGREEN RD-STREET AND STORM-STA 16+60 TO END R1.20 EVERGREEN RD-STREET AND STORM-START TO STA 12+00 R1.21 EVERGREEN RD-STREET AND STORM-STA 12+00 TO STA 16+60 R1.22 EVERGREEN RD-STREET AND STORM STA 16+60 TO END R2.10 STACY ALLISON WAY-STREET AND STORM- START TO STA 43+50 R2.11 STACY ALLISON WAY-STREET AND STORM-STA 43+50 TO STA 47+50 R2.12 STACY ALLISON WAY-STREET AND STORM- STA 47+50 TO END R2.13 INDUSTRIAL RD-STREET AND STORM- 21+75 TO STA 26+75 R2.14 INDUSTRIAL RD-STREET AND STORM-STA 26+75 TO STA 31+75 R2.15 INDUSTRIAL RD-STREET AND STORM- STA 31+75 TO STA 37+00 R2.16 INDUSTRIAL RD-STREET AND STORM-STA 37+00 TO END R2.20 STACY ALLISON WAY-WATER START TO STA 43+50 (FUTURE) R2.21 STACY ALLISON WAY-WATER-STA 43+50 TO STA 47+50 (FUTURE) R2.22 STACY ALLISON WAY-WATER-STA 47+50 TO END (FUTURE) R2.23 INDUSTRIAL RD-SANITARY AND WATER-21+75 TO STA 26+75 (FUTURE) R2.24 INDUSTRIAL RD-SANITARY AND WATER-STA 26+75 TO STA 31+75 R2.25 INDUSTRIAL RD-SANITARY AND WATER-STA 31+75 TO STA 37+00 R2.26 INDUSTRIAL RD-SANITARY AND WATER-STA 37+00 TO END R2.30 SIGNING AND STRIPING-INDUSTRIAL RD R2.31 SIGNING AND STRIPING-EVERGREEN RD R2.32 SIGNING AND STRIPING DETAIL R2.33 SIGNING AND STRIPING DETAILS R4.10 SOUTH INTERSECTION GRADING PLAN R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/20/22 CIVIL DRAWINGS C0.01 CIVIL GENERAL V1.10 EXISTING CONDITION C5.10 CIVIL CONSTRUCTION DETAILS C5.11 CIVIL CONSTRUCTION DETAILS C5.12 CIVIL CONSTRUCTION DETAILS C1.25 ACCESSIBLE GRADING PLAN C1.26 ACCESSIBLE GRADING PLAN C1.30 OVERALL UTILITY PLAN C1.31 NW UTILITY PLAN C1.32 NE UTILITY PLAN C1.33 SW UTILITY PLAN C1.34 SE UTILITY PLAN C1.40 FIRE ACCESS PLAN EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS R0.01 COVER SHEET R0.10 GENERAL NOTES R0.11 GENERAL NOTES (CONTINUED) AND LEGEND R0.12 ROADWAY SECTION DETAILS - EVERGREEN RD R0.13 ROADWAY SECTION DETAILS - EVERGREEN RD R0.14 ROADWAY SECTION DETAIL - INDUSTRIAL RD R0.20 SOUTH INTERSECTION ULTIMATE PLAN (FUTURE) R1.10 EVERGREEN RD - STREET AND STORM - START TO STA 12+00 R1.11 EVERGREEN RD - STREET AND STORM - STA 12+00 TO STA 16+60 R1.12 EVERGREEN RD - STREET AND STORM - STA 16+60 TO END R1.20 EVERGREEN RD - SANITARY AND WATER - START TO STA 12+00 R1.21 EVERGREEN RD - SANITARY AND WATER - STA 12+00 TO STA 16+60 R1.22 EVERGREEN RD - SANITARY AND WATER - STA 16+60 TO END R2.14 INDUSTRIAL RD - STREET AND STORM - STA 26+75 TO STA 31+75 R2.15 INDUSTRIAL RD - STREET AND STORM - STA 31+75 TO STA 37+00 R2.16 INDUSTRIAL RD - STREET AND STORM - STA 37+00 TO END R2.24 INDUSTRIAL RD - SANITARY AND WATER - STA 26+75 TO STA 31+75 R2.25 INDUSTRIAL RD - SANITARY AND WATER - STA 31+75 TO STA 37+00 R2.26 INDUSTRIAL RD - SANITARY AND WATER - STA 37+00 TO END R2.30 SIGNING AND STRIPING - INDUSTRIAL RD R2.31 SIGNING AND STRIPING - EVERGREEN RD R2.32 SIGNING AND STRIPING DETAILS R2.33 SIGNING AND STRIPING DETAILS R4.10 SOUTH INTERSECTION GRADING PLAN R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS R5.10 CIVIL DETAILS R5.11 CIVIL DETAILS R5.12 CIVIL DETAILS R5.13 CIVIL DETAILS R5.14 LANDSCAPE DETAILS L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN L1.10 PLANTING PLAN NORTHWEST L1.11 PLANTING PLAN NORTHEAST L1.12 PLANTING PLAN SOUTHEAST L1.13 PLANTING PLAN SOUTHWEST L2.10 IRRIGATION PLAN NORTHEAST L2.11 IRRIGATION PLAN SOUTHEAST L2.12 IRRIGATION PLAN SOUTHWEST L2.13 IRRIGATION PLAN NORTHWEST L5.10 PLANTING DETAILS L5.11 IRRIGATION DETAILS A1.20 OVERALL ROOF PLAN A2.10 BUILDING ELEVATIONS A2.11 BUILDING ELEVATIONS A3.10 BUILDING SECTIONS A3.11 SITE SECTIONS & SHADOW PLANS A5.13 EXTERIOR DETAILS A5.30 MONUMENT SIGN DETAILS ELECTRICAL DRAWINGS E0.01 SITE PHOTOMETRIC PLAN PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C0.01.DWG NKB 12/15/22 08:39 1:1 C0.01 CIVIL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS NKB MWB EXISTING PROPOSED RIGHT-OF-WAY LINE BOUNDARY LINE CENTERLINE PROPERTY LINE CURB WETLAND BOUNDARY EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE POWER LINE OVERHEAD WIRE TRAFFIC SIGNAL WIRE TELEPHONE LINE TELEVISION LINE GAS LINE STORM SEWER LINE SANITARY SEWER LINE WATER LINE TREE CONTROL MANHOLE DRYWELL FIRE DEPARTMENT CONNECTION FIRE HYDRANT WATER BLOWOFF/AIR RELEASE WATER METER WATER VALVE BACKFLOW PREVENTOR WATER VAULT MONITORING WELL STORM/SANITARY MANHOLE STORM SEWER CATCH BASIN SANITARY CLEAN OUT GAS VALVE GAS METER SIGN MAIL BOX FOUND SURVEY MONUMENT GUY WIRE ANCHOR UTILITY POLE HVAC UNIT POWER VAULT ELECTRICAL METER POWER JUNCTION BOX POWER TRANSFORMER LIGHT POLE TELEPHONE/TELEVISION VAULT TELEPHONE/TELEVISION JUNCTION BOX TELEPHONE/TELEVISION RISER SIGNAL JUNCTION BOX BOLLARD ADA COMPLIANT CURB RAMP SLOPE ARROW SLOPE ARROW POST INDICATOR VALVE W W M TR TFR SGB T EB S P WAT D PWR OHW TEL GAS STM SAN WAT X X WBO GV EM FDC WTB TS TV WDC WV SC GM MB AC LEGEND ABBREVIATIONS CENTER LINE PROPERTY LINE AC ASPHALT CONCRETE AHJ AUTHORITY HAVING JURISDICTION AWWA AMERICAN WATER WORKS ASSOCIATION BC BOTTOM OF CURB BCR BEGIN CURB RETURN BMP BEST MANAGEMENT PRACTICE BS BOTTOM OF STEP BW BACK OF WALK C COMPACT CB CATCH BASIN CI CAST IRON CIP CAST IN PLACE CO CLEANOUT CONC CONCRETE CLR CLEAR CVR COVER DI DUCTILE IRON DW DOMESTIC WATER ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION/SEDIMENT CONTROL EW EACH WAY EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISHED GRADE FH FIRE HYDRANT FI FIELD INLET FL FLOWLINE FW FIRE WATER/FACE OF WALL G/GUT GUTTER LINE GB GRADE BREAK H ACCESSIBLE STALL HDPE HIGH-DENSITY POLYETHYLENE HMA HOT MIX ASPHALT IE INVERT ELEVATION LT LEFT ME MATCH EXISTING MH MANHOLE MJ MECHANICAL JOINT NTS NOT TO SCALE OC ON CENTER ODOT OREGON DEPARTMENT OF TRANSPORTATION OSHA OREGON STATE HEALTH AUTHORITY OSSC OREGON STATE SPECIFICATIONS FOR CONSTRUCTION PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCCP PORTLAND CEMENT CONCRETE PAVING PR PROPOSED PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RD ROOF DRAIN ROW RIGHT OF WAY RSGV RESILIENT SEAT GATE VALVE RT RIGHT S STANDARD SAN SANITARY SEWER STA STATION STM STORM DRAIN SW SIDEWALK TC TOP OF CURB TH THRESHOLD TS TOP OF STEP TW TOP OF WALL TYP TYPICAL WC WHEELCHAIR REVISION SCHEDULE Issued As Delta Issue Date GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN IS BASED ON A SURVEY BY OTHERS AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH ITS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION 3. CONTRACTOR MUST COMPLY WITH LOCAL AND STATE REQUIREMENTS TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 4. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES 5. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. 6. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY REQUIRES A PUBLIC WORKS PERMIT SEE SEPARATE PLAN SET 7. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH AS-BUILT PLANS AT LEAST 2 WEEKS PRIOR TO REQUESTING AGENCY SIGN OFF ON PERMITS FOR OCCUPANCY 8. CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT SITE DEMOLITION NOTES 1. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC 2. INSTALL EROSION CONTROL MEASURES AND TEMPORARY FENCING PRIOR TO ANY DEMOLITION ACTIVITIES 3. MITIGATE DUST POLLUTION DUE TO DEMOLITION ACTIVITIES 4. PROTECT ALL EXISTING STRUCTURES, UTILITIES, LANDSCAPE AND OTHER ELEMENTS THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE TO EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE 5. DO NOT BEGIN REMOVAL UNTIL ITEMS TO BE SALVAGED OR RELOCATED HAVE BEEN REMOVED AS NOTED. IF REMOVED GRAVEL OR PAVEMENT MATERIALS ARE TO BE RECYCLED OR REUSED, PREVENT CONTAMINATION OF THESE MATERIALS FROM TOPSOIL OR OTHER DELETERIOUS MATERIAL 6. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH AFFECTED UTILITY COMPANIES, OBTAIN ALL REQUIRED PERMITS, NOTIFY THEM PRIOR TO STARTING WORK, AND COMPLY WITH THEIR REQUIREMENTS. ADDITIONAL REMOVALS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CONTRACTOR SHALL CONFIRM ACCORDINGLY PRIOR TO BID. ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES FOR AS-BUILT PURPOSES AND SUPPLY TO OWNER AND ARCHITECT/ENGINEER OF RECORD 7. DEMOLISH AND REMOVE ALL NON-BUILDING SITE STRUCTURES AND ASSOCIATED FEATURES (APPURTENANCES) AS SHOWN. WITHIN AREA OF NEW CONSTRUCTION, REMOVE DESIGNATED WALLS AND FOOTINGS TO 2 FEET MINIMUM BELOW FINISHED GRADE. DEMOLISH ALL PAVED AREAS DESIGNATED FOR REMOVAL DOWN TO NATIVE SUBGRADE 8. ALL VEGETATION AND DELETERIOUS MATERIALS WITHIN THE LIMITS OF WORK SHALL BE STRIPPED AND REMOVED FROM THE SITE PRIOR TO GRADING WORK UNLESS NOTED OTHERWISE (E.G. PROTECTED TREES) 9. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION, STOP WORK AND IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT/ENGINEER OF RECORD GRADING NOTES 1. ROUGH GRADING: ROUGH GRADE TO ALLOW FOR DEPTH OF BUILDING SLABS, PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECIFICATIONS 2. FINISH GRADING: BRING ALL FINISH GRADES TO LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, HARDSCAPE FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. SOFTSCAPE GRADES (INCLUDING ADDITIONAL DEPTH OF TOPSOIL) SHALL BE SET 6 INCHES BELOW BUILDING FINISHED FLOORS WHERE ABUTTING BUILDINGS, 1-2 INCHES WHERE ABUTTING WALKWAYS OR CURBS, OR MATCHING OTHER SOFTSCAPE GRADES. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER TRADES HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES 3. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 4. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE LOCAL AGENCY AND STATE AGENCY REQUIREMENTS. THE AUTHORITIES HAVING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL 5. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE ENGINEER AND/OR AUTHORITIES HAVING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 6. SITE TOPSOIL STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT 7. CONTRACTOR TO REVIEW AND CONFIRM GRADES AT JOIN POINTS, SUCH AS AT DAYLIGHT LIMITS AND BUILDING ENTRANCES, PRIOR TO CONSTRUCTION 8. ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL BE CONSTRUCTED AT 2% MAXIMUM SLOPE IN ALL DIRECTIONS 9. PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES SHALL BE CONSTRUCTED AT AND 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL SLOPE (8.33% FOR DESIGNATED RAMPS) UTILITY NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE STATE PLUMBING AND BUILDING CODES WITH LOCAL AMENDMENTS AS APPLICABLE ALONG WITH ANY ADDITIONAL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING (POTHOLING), PROVIDING SUCH IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. PROVIDE CLEANOUTS PER DETAIL AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE PLUMBING CODE (E.G. UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.13). 4. ALL SANITARY AND STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS OTHERWISE NOTED 5. ALL DOWNSPOUT LEADERS TO BE 6 INCHES AT 2.0% MINIMUM UNLESS NOTED OTHERWISE 6. IF APPLICABLE, PROVIDE 2 INCH PVC DRAIN LINE FROM DOMESTIC WATER METER VAULT AND BACKFLOW PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VALVE (FIRE) VAULT. PROVIDE 1/3 HP SUMP PUMP AT BASE OF FIRE VAULT AND INSTALL 2 INCH PVC DRAIN LINE WITH BACKFLOW VALVE FROM SUMP PUMP TO DAYLIGHT AT NEAREST CURB. FURNISH 3/4 INCH DIAMETER CONDUIT FROM BUILDING ELECTRICAL ROOM TO FIRE VAULT FOR SUMP PUMP ELECTRICAL SERVICE. NOTE: COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR FLOW SENSOR INSTALLATION AND CONDUIT REQUIREMENTS 7. PREFABRICATED PLUMBING PRODUCTS USED SHALL BE LISTED ON THE IAPMO R&T PRODUCT LISTING DIRECTORY (pld.iapmo.org). ALL SUBMITTALS FOR REVIEW SHALL BE ACCOMPANIED BY MANUFACTURER'S LITERATURE CLEARLY STATING THIS CERTIFICATION AND/OR THE PRODUCT LISTING CERTIFICATE FROM THE IAPMO DIRECTORY WEBSITE 8. IF APPLICABLE, CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE LANDSCAPE PLANS AND SPECIFICATIONS 9. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP TO 5 FEET OUTSIDE THE BUILDING, INCLUDING ANY FOUNDATION DRAINAGE PIPING 10. CONTRACTOR TO MAINTAIN MINIMUM 3 FEET OF COVER OVER ALL UTILITY PIPING AND CONDUITS, UNLESS NOTED OTHERWISE CONTRACTOR TO MAINTAIN MINIMUM 4 FEET OF COVER OVER ALL WATERLINES. 11. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE TO VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES 12. CONTRACTOR SHALL SCOPE ALL PRIVATE ONSITE GRAVITY SYSTEM LINES THAT ARE BEING CONNECTED TO FOR PROPOSED SERVICE. SCOPING SHALL OCCUR A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES WITH AS-BUILT RECORDS/SURVEY FINDINGS OR IF THE EXISTING UTILITIES ARE DAMAGED OR SHOW SIGNS OF SIGNIFICANT DETERIORATION. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH VIDEO RECORDS, ALONG WITH A SKETCH IF THE LOCATIONS DIFFER FROM AS-BUILT PLANS OR SURVEY FINDINGS 13. PRODUCT MATERIAL SUBMITTALS FOR REVIEW BY THE ENGINEER SHALL BE ACCOMPANIED BY A MANUFACTURER'S CERTIFICATION THAT THE PRODUCT IS CAPABLE OF MEETING PERFORMANCE EXPECTATIONS (I.E. - WATERTIGHT, MINIMUM/MAXIMUM BURIAL, PREVENTION OF GROUNDWATER INTRUSION, ETC.) BASED ON THEIR REVIEW OF THE PROJECT PLANS. IN THE ABSENCE OF A MANUFACTURER'S CERTIFICATION, THE GENERAL CONTRACTOR'S REVIEW STAMP SHALL CONSTITUTE THAT THEY HAVE PERFORMED THE NECESSARY REVIEW TO CERTIFY THE PRODUCT'S CONFORMANCE TO PROJECT SPECIFICATIONS AND GENERAL EXPECTATIONS 14. PIPE SHOWN ON PLANS ARE TWO DIMENSIONAL AND MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 15. MANHOLE RIM ELEVATIONS SHOWN ON PLANS REFERENCE THE CENTER OF THE STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONCILING LIDS/GRATES/ETC TO THE SLOPES OF THE SITE GRADING 16. MANHOLE OR VAULT RIM ELEVATIONS SHALL BE SET FLUSH IN PAVEMENT AREAS AND 3-4 INCHES ABOVE GRADE IN LANDSCAPE AREAS. RIMS IN PAVEMENT AREAS SHALL BE H-20 TRAFFIC RATED SITE WORK NOTES 1. ALL CURB RADII TO BE 3 FEET UNLESS NOTED OTHERWISE 2. STAIR RISERS AND TREADS SHALL BE CONFORMANT WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE BUILDING CODE (E.G. INTERNATIONAL BUILDING CODE, CHAPTER 10, SECTION 1011.5) 3. WHEREVER A PEDESTRIAN WALKING PATH IS WITHIN 36 INCHES OF A VERTICAL DROP OF 30 INCHES OR GREATER, GUARDRAIL SHALL BE INSTALLED CONFORMANT WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE BUILDING CODE (E.G. INTERNATIONAL BUILDING CODE, CHAPTER 10, SECTION 1015) 4. PAVEMENTS WITH DEPRESSIONS OR BIRD BATHS, UNCONTROLLED CRACKS WHICH ARE VISIBLE WITHOUT MAGNIFICATION, AND/OR BONY OR OPEN GRADED SURFACES (EXCEPTING POROUS PAVEMENTS) WILL BE CONSIDERED UNACCEPTABLE. CONTRACTOR SHALL REVIEW PAVEMENT REPAIR OR REPLACEMENT ALTERNATIVES WITH THE OWNER AND ENGINEER PRIOR TO CONDUCTING THE REPAIR WORK. 11/C5.10 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EXISTING CONDITIONS PLAN 1 V1.10 INTERSTATE HIGHWAY 5 222008500\DRAWINGS\CIVIL\085-V1.10.DWG NKB 12/15/22 08:39 1:60 V1.10 EXISTING CONDITIONS PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL SITE PLAN 1 C1.10 SITE DATA AREA (SF) AREA (AC) COVERAGE GROSS PROPERTY AREA 1,288,095 29.57 DEDICATION PROPERTY AREA 93,768 2.15 NET PROPERTY AREA 1,194,327 27.42 EXISTING WETLAND AREA 3,341 0.08 NET DEVELOPMENT AREA 1,190,986 27.34 BUILDING AREA 513,193 11.78 43.09% PAVED AREA 486,843 11.18 40.88% IMPERVIOUS AREA (BUILDING + PAVED AREA) 1,000,036 22.96 83.97% LANDSCAPE AREA 190,950 4.38 16.03% PAVED PARKING/LOADING/CIRCULATION AREA 466,061 10.70 PARKING AREA LANDSCAPE 51,177 1.17 10.98% PARKING DATA TYPE PROVIDED STANDARD 431 COMPACT - - ACCESSIBLE: STANDARD 7 ACCESSIBLE: WHEELCHAIR 2 TOTAL PARKING 440 PARKING RATIO 0.86 SPACES / 1000 SF OF BLDG BIKE 20 TRAILER PARKING 102 PROPOSED BUILDING 513,193 SF INTERSTATE HIGHWAY 5 STORM FACILITY STORM FACILITY EVERGREEN ROAD *222008500* C:\TEMP\ACPUBLISH_3020\085-C1.10.DWG NKB 12/15/22 08:38 1:60 C1.10 OVERALL SITE PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PAVEMENT LEGEND PRIVATE WELL SERVING SOUTHERN PROPERTY, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION WETLANDS CONCRETE DOCKS: 7 INCH NON-REINFORCED CONCRETE ON 6 INCH AGGREGATE BASE AT THE LOADING DOCKS DOLLY PADS: 7 INCH NON-REINFORCED CONCRETE ON 4 INCH AGGREGATE BASE HEAVY DUTY ASPHALT: · 5.5 INCH AC WITH 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 5.5 INCH AC WITH 4 INCH BASE AND 16 INCH CEMENT AMENDED SUBBASE LIGHT DUTY ASPHALT: · 4.5 INCH AC OVER 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 4.5 INCH AC OVER 4 INCH BASE OVER 14 INCH CEMENT AMENDED SUBBASE CAR PARKING ASPHALT: · 3 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 3 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE CAR TRAVEL ASPHALT: · 4 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 4 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE SIDEWALK: 5' (MIN) WIDE x 4" THICK CONCRETE AND BROOM FINISHED WITH TOOLED CONTROL JOINTS INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STACY ALLISON WAY WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 570' 889' 732' 720' 732' 504' STORM FACILITY 884' STORM FACILITY PROPOSED ROW PROPOSED ROW * SEE NARRATIVE FOR MIN & MAX PARKING REQUIREMENTS 124' 175' 175' 181.05' 199.72' 166' 166' 124' ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW SITE PLAN 1 C1.11 KEY MAP SCALE: NTS XX-XX C1.12 C1.14 C1.11 C1.13 C1.11 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-13 SCREENING WALL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-19 VERTICAL CURB AND GUTTER PER 4/C5.11 WETLANDS PROPOSED BUILDING 513,193 SF (TOTAL) MATCHLINE - SEE 1/C1.13 MATCHLINE - SEE 1/C1.12 32-01 32-02 32-03 TYP 32-04 TYP 32-05 32-08 TYP 32-09 32-11 32-12 TYP 32-13 32-14 32-01 32-01 32-01 32-01 32-03 TYP 32-03 TYP 32-01 117' 9' 99' 9' 135' 9' 30' 35' 75' 60' 9' TYP 9' TYP 9' TYP 26' 17' 12' 33' 7' 17' 7' 5' 26' 17' 12' 33' 7' 17' 7' 5' 25' 57' 15' 55' 40' 15' R=10' R=20' 4.5' 32-16 32-19 32-15 32-15 19' 5' 32-02 R=30' R=20' *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.11 AOC 04/22/22 10:03 1:30 C1.11 NW SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE SITE PLAN 1 C1.12 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.12 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-06 PAINTED 12" CROSSWALK STRIPING 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-13 SCREENING WALL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-18 BIKE PARKING 32-20 CURB BREAK PER 2/C5.11 32-22 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS STORM FACILITY SS X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.14 MATCHLINE - SEE 1/C1.11 PROPOSED BUILDING 513,193 SF (TOTAL) EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 32-10 32-10 32-11 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-06 32-07 TYP 32-12 TYP 32-14 32-05 32-05 32-05 32-08 TYP 32-09 TYP 32-13 32-02 32-02 32-02 12' TYP 9' TYP 108' 9' 99' 9' 108' 36' 25' 8' PUE 26' 14' 14' 5' 39' 44' 66.5' R=50' R=50' R=30' 14' 14' 26' 9' TYP 9' TYP 9' 17' 24' 19' 19' 17' 24' 7' 12' 7' 7' 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 30' 35' 75' 60' 15' 32-09 VAN 32-01 32-03 TYP 32-03 TYP 32-03 TYP 32-04 TYP 4.5' 22' 22' 13' 13' 32-16 R=50' 32-18 (10) STALLS 32-15 32-15 32-20 32-20 32-20 32-20 19' 5' 32-22 R=18' SS SHEET THIS REVISIONS *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.12 AOC 04/22/22 09:15 1:30 C1.12 NE SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW SITE PLAN 1 C1.13 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.13 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-19 VERTICAL CURB AND GUTTER PER 4/C5.11 32-22 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS SS SHEET THIS REVISIONS INDUSTRIAL ROAD PROPOSED BUILDING 513,193 SF (TOTAL) X MATCHLINE - SEE 1/C1.14 MATCHLINE - SEE 1/C1.11 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 32-10 32-03 TYP 32-03 TYP 32-03 TYP 32-01 32-01 32-01 32-01 32-14 32-11 32-01 32-01 32-05 32-08 TYP 32-09 WC ONLY 32-12 TYP 32-02 9' TYP 108' 9' 99' 9' 117' 25' 60' 75' 35' 21' 25' 133.67' 12' TYP 8' PUE 15' R=10' 9' TYP 9' TYP 40' 26' 80.33' 26' 17' 12' 33' 7' 17' 7' 5' 55' 29' 71' 32-04 TYP 32-16 R=20' 32-19 32-15 32-15 19' 5' 32-02 32-07 32-22 R=20' R=40' R=10' 45' 7' *221045200* \\GRP.MCK\PROJECTS\PROJECTS\221045200\DRAWINGS\CIVIL\452-C1.11-C1.14.DWG:C1.13 AOC 02/14/22 11:36 1:30 C1.13 SW SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- SS SHEET THIS REVISIONS STORM FACILITY X MATCHLINE - SEE 1/C1.13 MATCHLINE - SEE 1/C1.12 INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING 513,193 SF (TOTAL) EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 32-10 32-06 32-11 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-07 TYP 32-12 TYP 32-14 32-05 32-08 TYP 32-09 WC ONLY 32-02 32-02 32-05 32-05 12' TYP 17' 24' 19' 19' 17' 108' 9' 99' 9' 63' 9' 90' 9' 26' 45.5' 25' 24' 7' 8' PUE 1 60' 75' 35' 21' 11' 5' 7' 5' 1 9' TYP 9' TYP 9' TYP 17' 24' 19' 19' 17' 24' 7' 12' 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 17' 24' 19' 19' 17' 24' 7' R=30' R=10' 63.33' 15' 32-03 TYP 32-03 TYP 32-03 TYP 32-09 TYP 32-04 TYP STORM FACILITY 20' 20' 32-16 R=10' 32-18 (10) STALLS 8' PUE 32-15 32-15 32-20 32-20 32-20 32-20 19' 5' 32-21 32-05 R=28' R=1' ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE SITE PLAN 1 C1.13 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.14 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-06 PAINTED 12" CROSSWALK STRIPING 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-18 BIKE PARKING 32-20 CURB BREAK PER 2/C5.11 32-21 THICKENED SIDEWALK BETWEEN CROSSWALK AND ROW. 8" NON-REINFORCED CONCRETE ON 6" AGGREGATE BASE 200000\GM-PROTO\XMCK-EDATA.DWG BRG 06/30/19 22:03 1:1.00 C1.14 SE SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL GRADING PLAN 1 C1.20 222008500\DRAWINGS\CIVIL\085-C1.20.DWG NKB 12/15/22 08:41 1:60 C1.20 OVERALL GRADING PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 186 187 188 185 184 185 182 183 184 182 183 184 185 183 184 182 183 184 185 182 183 184 185 182 183 184 184 186 187 188 187 186186 186 185 183 184 185 183 184 185 183 184 180 179 181 182 183 184 183 183 184 3 C1.25 1 C1.25 2 C1.25 3 C1.26 1 C1.26 2 C1.26 INTERSTATE HIGHWAY 5 STORM FACILITY STORM FACILITY EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 WETLANDS STORM FACILITY 185 184 185 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 180 179 181 182 180 179 181 182 180 181 184 183 182 179 184 183 182 181 180 179 STORM FACILITY INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW GRADING PLAN 1 C1.21 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 MATCHLINE - SEE 1/C1.23 MATCHLINE - SEE 1/C1.22 2.8% 2.0% 2.0% 1.7% 1.0% 2.4% 7.0% 2.5% 0.5% 3.7% 1.0% 1.0% 0.5% 2.3% 2.3% 1.0% 1.0% 1.0% 1.2% 2.3% 2.3% 1.2% 1.2% 1.2% 1.2% 2.3% 2.3% 0.9% 0.9% 0.9% 0.9% 1.1% 1.1% WETLANDS PROPOSED BUILDING FF=185.50 183 184 185 185 183 184 2.0% 185 184 184 184 2% FOR 4' 1.5% 1.5% 185.42 FG 185.92 TC 184.10 RIM 184.10 RIM 184.10 RIM 183.00 FG 183.50 TC 183.00 FG 183.50 TC 183.90 FG 184.40 TC 184.74 FG 185.24 TC 185.42 FG 185.92 TC 181.50 185.50 181.50 184.25 FG 185.25 TC 184.33 FG 184.83 TC 183.10 FG 183.60 TC 182.31 FG 182.81 TC 182.01 FG 182.51 TC 185.42 FG 185.92 TC 184.72 FG 185.22 TC 185.09 FG 185.59 TC 184.19 RIM 184.69 TC 185.09 FG 185.59 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 185.42 184.75 FG 185.25 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 1.0% 1.0% 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 181.20 18 1.0% 2.3% 2.3% 2.0% 185 183 184 183 184 185 183 184 185 183 185 3.0:1 222008500\DRAWINGS\CIVIL\085-C1.21-C1.24.DWG:C1.21 NPP 07/27/22 16:16 1:30 C1.21 NW GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE GRADING PLAN 1 C1.22 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 SS X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.24 MATCHLINE - SEE 1/C1.21 2.0% 2.0% 7.0% 2.5% 1.0% 2.0% 1.0% 1.0% 1.0% 1.8% 1.8% STORM FACILITY BTM=179.0, TOP=182.2 PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 3.9% 3.9% 2.0% 182 181 180 184 183 184 180 179 180 181 182 183 184 3.0:1 2.7:1 3.0:1 3.0:1 3.0:1 2.0% 184 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 185 184 186 2.0% 2.0% 2.0% 185 183 184 2% FOR 4' 181 182 STORM FACILITY TOP=182.2 BTM=179.0 179 180 179 181 182 183 1.5% 1.5% 1.5% 185 184 185.50 182.01 FG 182.51 TC 183.00 FG 183.50 TC 184.25 FG 185.25 TC 184.57 FG 185.07 TC 183.85 FG 184.35 TC 183.27 FG 183.77 TC 184.08 FG 184.58 TC 183.33 184.00 FG 184.50 TC 184.96 FG 185.46 TC 184.21 FG 184.71 TC 184.95 FG 185.45 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 183.04 FG 183.54 TC 183.03 FG 183.53 TC 186.20 186.31 183.90 FG 184.40 TC 184.48 FG 184.98 TC 185.11 FG 185.61 TC 182.30 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.30 182.30 182.86 FG 183.36 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 185.42 184.72 FG 185.22 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 182.91 FG 183.41 TC 184 1.0% 1.0% 180.81 RIM 1.0% % 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 180.81 RIM 1.0% 2.3% 2.3% 1.5% 1.5% 181.20 182 183 185 182 183 184.72 TOP 2' FLAT BENCH 3.0:1 3.0:1 1.5% 183.00 FG 183.50 TC SS SHEET THIS REVISIONS *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.12 AOC 04/22/22 09:15 1:30 C1.22 NE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW GRADING PLAN 1 C1.23 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 SS SHEET THIS REVISIONS PRIVATE WELL, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION X MATCHLINE - SEE 1/C1.24 MATCHLINE - SEE 1/C1.21 1.0% 7.0% 1.0% 1.0% 3.5% 2.7% 3.5% 3.7% 0.5% 0.5% 1.0% 2.3% 2.3% 1.1% 1.1% 1.1% 1.1% 2.3% 2.3% 1.1% 1.2% 1.2% 1.2% 2.3% 2.3% 1.0% 1.0% 1.0% 1.0% 1.3% INDUSTRIAL ROAD PROPOSED BUILDING FF=185.50 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 185 182 183 184 185 182 183 184 185 186 187 188 185 183 184 185 185 184 186 187 188 2.0% 2% FOR 4' 1.5% 1.5% 185 183 184 180.81 RIM 181.50 184.13 FG 184.63 TC 185.88 FG 186.88 TC 183.40 FG 183.90 TC 182.46 FG 182.96 TC 184.17 FG 184.67 TC 185.30 FG 185.80 TC 187.49 FG 187.99 TC 185.42 FG 185.92 TC 184.19 RIM 184.69 TC 185.09 FG 185.59 TC 187.04 FG 187.54 TC 184.10 RIM 184.10 RIM 184.10 RIM 181.50 185.50 182.01 FG 182.51 TC 185.42 FG 185.92 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 187.93 FG 188.43 TC 188.16 FG 188.66 TC 185.42 184.78 FG 185.28 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 1.0% 1.0% 1.0% 181.20 180.81 RIM 0.2% 1.0% 1.0% 2.3% 2.3% 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 181.20 18 1.0% 2.3% 2.3% 0.2% 181.50 186.21 TOP 185.94 TOP 184.53 FG 185.03 TC 184.27 FG 184.77 TC 2.1% 184.80 FG 185.30 TC 1.5% 3.0:1 185 184 188 187 186 *221045200* \\GRP.MCK\PROJECTS\PROJECTS\221045200\DRAWINGS\CIVIL\452-C1.11-C1.14.DWG:C1.13 AOC 02/14/22 11:36 1:30 C1.23 SW GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS X MATCHLINE - SEE 1/C1.23 MATCHLINE - SEE 1/C1.22 7.0% 2.0% 1.8% 1.8% STORM FACILITY TOP=182.2, BTM=179.0 INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 180 181 182 179 180 179 181 182 183 184 185 184 183 182 180 179 180 179 181 182 182 183 184 180 179 181 182 183 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 183 184 0.6% 0.6% 0.7% 0.7% 0.5% 0.5% 0.5% 0.5% 2.0% 2.0% 2.0% 2.0% 185 182 183 184 2% FOR 4' STORM FACILITY TOP=182.2, BTM=179.0 1.5% 1.5% 181.50 183.00 FG 183.50 TC 184.00 FG 185.00 TC 185.50 181.75 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 183.02 FG 183.52 TC 183.94 FG 184.44 TC 183.05 FG 183.55 TC 184.15 FG 184.65 TC 183.32 FG 183.82 TC 184.53 FG 185.03 TC 184.77 FG 185.27 TC 183.84 FG 184.34 TC 183.75 FG 184.25 TC 184.12 FG 184.62 TC 184.54 FG 185.04 TC 184.32 182.30 182.30 182.30 182.30 182.54 FG 183.04 TC 182.54 FG 183.54 TC 182.54 FG 183.04 TC 182.53 FG 183.03 TC 182.53 FG 183.03 TC 182.54 FG 183.04 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 185.42 184.72 FG 185.22 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.42 FG 184.92 TC 0.7% 2.0% 2.0% 1.0% 1.0% 180.81 RIM 1.0% % 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 180.81 RIM 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.50 0.2% 181.20 1.0% 184.00 FG 185.00 TC 184.74 TOP 185.94 TOP 1.7% 185.02 FG 186.02 TC 3.3% 0.2% 2.5% 2.2% 183.63 TOP 184.50 TOP 2' FLAT BENCH 2' FLAT BENCH 185 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE GRADING PLAN 1 C1.24 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 222008500\DRAWINGS\CIVIL\085-C1.21-C1.24.DWG:C1.24 SAO 06/22/22 14:47 1:30 C1.24 SE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ACCESSIBLE GRADING PLAN 3 C1.26 ACCESSIBLE GRADING PLAN 1 C1.25 ACCESSIBLE GRADING PLAN 2 C1.25 X 185 183 184 184.86 FG 185.36 TC 185.24 184.96 FG 185.46 TC 184.78 184.68 FG 185.18 TC 0.7% 5.8% 1.5% 1.5% 1.5% 1.1% 1.4% 184.48 FG 184.98 TC 184.30 FG 184.80 TC 1.0% 1.0% 184.26 FG 184.76 TC 184.37 184.45 FG 184.95 TC 184.87 184.83 6.0% 1.0% 1.5% 1.5% 1.5% 7' 4' 1.0% 1.0% 1.0% 2.0% 2.0% 183.90 FG 184.40 TC 183.79 FG 184.29 TC 1.4% 1.3% 184.36 185.18 1.5% 4' 184.64 FG 185.14 TC 185.20 1.5% 185.28 185.35 185.13 185.19 185.11 4.5% 1.5% 2.0% 1.0% 5' 184.21 FG 184.71 TC 184.95 FG 185.45 TC 1.0% 1.0% 184 185 4.75' 6.73' 1.0% 184.83 FG 185.33 TC 184.90 FG 185.40 TC 1.0% 184.51 FG 185.01 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.82 FG 185.32 TC 184.82 FG 185.32 TC 184.75 184.75 185.32 185.32 185.43 185.43 PROPOSED BUILDING FF=185.50 185.50 185.50 1.5% 1.5% 1.5% 1.5% 1.5% 7.2% 1.5% 1.5% 7.2% 7.2% 1.5% 7' 7' 7.2% 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.47 FG 184.97 TC 1.8% 184.42 FG 184.92 TC 1.8% 184.42 184.59 184.68 184.78 184.78 184.50 184.75 FG 185.25 TC 185.35 185.50 184.78 FG 185.28 TC 184.75 FG 185.25 TC 0.6% 1.0% 1.0% 1.0% 1.5% 7.2% 1.5% 1.5% 1.5% 185.35 184.85 FG 185.35 TC 184.85 FG 185.35 TC 185.35 PROPOSED BUILDING FF=185.50 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 7' 7' 1.5% 185.50 1.5% 185.37 1.5% 184.75 FG 185.25 TC 184.72 FG 185.22 TC 0.8% 200000\GM-PROTO\XMCK-EDATA.DWG BRG 06/30/19 22:03 1:1.00 C1.25 ACCESSIBLE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ACCESSIBLE GRADING PLAN 1 C1.26 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ACCESSIBLE GRADING PLAN 2 C1.26 ACCESSIBLE GRADING PLAN 3 C1.26 PROPOSED BUILDING FF=185.50 184.78 184.78 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 1.5% 1.5% 1.5% 185.35 184.85 FG 185.35 TC 184.85 FG 185.35 TC 185.35 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 7' 7' 1.5% 185.35 185.50 1.5% 185.50 1.5% 185.35 1.5% 1.5% 184.50 184.67 FG 185.17 TC 184.70 FG 185.20 TC 0.9% 1.5% 0.7% X X 184 184.72 FG 185.22 TC 184.67 FG 185.17 TC 184.74 FG 185.24 TC 1.0% 1.5% 185.32 185.31 0.1% 0.5% 185.24 1.5% 1.5% 1.0% 3.4% 183.45 FG 183.95 TC 7.2% 8' 3.4% 1.5% 1.5% 1.5% 5' 183.49 FG 183.99 TC 1.0% 183.37 183.32 FG 183.82 TC 1.0% 1.0% 183.39 FG 183.89 TC 183.44 FG 183.94 TC 1.5% 184.02 184.06 183.89 FG 184.39 TC 183.97 FG 184.47 TC 4' 2.0% 2.0% 183.84 1.0% 1.5% 183.94 FG 184.44 TC 184.51 1.5% 1.5% 7.5% 1.0% 183.92 FG 184.42 TC 183.98 FG 184.48 TC 184.55 1.0% 1.5% 1.0% 1.0% 1.0% 184.12 FG 184.62 TC 184.32 184.68 STORM FACILITY 184.27 FG 184.77 TC 184.84 7.6% 5.1% 0.8% 1.0% 184.80 184.23 FG 184.73 TC 1.5% 1.5% 6' 184 183 182 181 180 179 183 184 185 185.01 FG 185.51 TC 2.3% 7.85' 180 185 179 181 182 183 184 180 179 181 182 183 184 1.0% 1.5% 4' 1.4% 1.7% 185 182 183 184 PROPOSED BUILDING FF=185.50 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.82 FG 185.32 TC 184.82 FG 185.32 TC 184.75 184.75 185.32 185.32 185.43 185.43 185.50 185.50 1.5% 1.5% 1.5% 1.5% 1.5% 7.2% 7.2% 1.5% 1.5% 7.1% 7.1% 1.5% 7' 7' 185.32 185.43 184.72 FG 185.22 TC 184.72 FG 185.22 TC 222008500\DRAWINGS\CIVIL\085-C1.25-C1.26.DWG:C1.26 SAO 05/27/22 15:25 1:5 C1.26 ACCESSIBLE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL UTILITY PLAN 1 C1.30 222008500\DRAWINGS\CIVIL\085-C1.30.DWG NKB 12/15/22 08:44 1:60 C1.30 OVERALL UTILITY PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW UTILITY PLAN 1 C1.31 XX-XX KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.31 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-04 SANITARY BUILDING CONNECTION 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-18 POST INDICATOR VALVE PER 15/C5.11 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS MATCHLINE - SEE 1/C1.33 MATCHLINE - SEE 1/C1.32 182 184 185 183 CB18 CB16 CB17 CB19 IE=180.50 IE=182.06 (6"W) IE=182.06 (6"S) IE=181.81 (12"N) IE=181.19 (12"S) IE=181.44 (6"W) IE=181.19 (12"N) IE=180.35 (18"S) IE=180.85 (6"W) IE=180.35 (18"N) STM MH4 CB20 CB22 CB23 C IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=178.78 IE=178.57 (6"W) IE=178.57 (6"S) IE=178.49 (12"E) IE=178.23 (12"W) IE=178.31 (6"S) IE=178.06 (12"E) IE=177.80 (12"W) IE=178.05 (6"S) IE=177.80 (12"E) IE=177.54 (12"W) IE=177.79 (6"S) IE=177.54 (12"E) IE=177.28 (12"W) IE=177.53 (6"S) IE=177.28 (12"E) IE=177.02 (12"W) IE=177.27 (6"S) IE=177.02 (12"E) IE=177.63 (8"S) IE=177.21 (18"W) IE=177.21 (18"E) IE=176.76 (12"W) IE=177.01 (6"S) IE=176.76 (12"E) IE=176.91 (8"S) IE=176.49 (18"W) IE=176.49 (18"E) IE=176.52 (8"S) IE=176.10 (18"W) IE=176.10 (18"E) IE=180.50 8" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% WETLANDS PROPOSED BUILDING FF=185.50 10" FW LINE IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 12" @ 0.50% 12" @ 0.50% IE=181.38 (12"S) IE=181.63 (6"E) IE=181.38 (12"N) IE=181.13 (12"S) IE=180.55 (6"E) IE=181.13 (12"N) 12" @ 0.50% IE=180.88 (12"S) IE=181.13 (6"E) IE=180.88 (12"N) IE=180.63 (12"S) IE=180.88 (6"E) IE=180.38 (18"N) IE=181.63 (12"S) IE=181.88 (6"E) IE=181.63 (12"N) IE=183.00 IE=182.54 IE=182.27 IE=182.56 10" FW LINE IE=169.52 6" @ 1.00% 6" SAN @ 1.00% 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-10 33-10 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-18 185 184 18" @ 1.00% 18" @ 0.50% 18" @ 0.50% CB21 IE=176.88 (18"W) IE=177.30 (8"S) IE=176.88 (18"E) CB24 18" @ 0.50% IE=175.71 (18"W) IE=176.13 (8"S) IE=175.71 (18"E) 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 18" @ 5.48% 18" @ 1.00% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% IE=170.16 (6"N) 6" @ 1.00% IE=182.26 6" @ 1.00% 10" FW LINE 185 184 185 183 184 183 183 185 183 CATCH BASIN TABLE NAME CB16 CB17 CB18 CB19 CB20 CB21 CB22 CB23 CB24 DETAILS RIM = 184.11, INV OUT =182.09 RIM = 184.10, INV OUT =182.08 RIM = 184.19, INV OUT =181.64 RIM = 184.10, INV OUT =182.08 RIM = 180.81, INV OUT =177.75 RIM = 180.81, INV OUT =177.42 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 MANHOLE TABLE MANHOLE STM MH4 DETAILS RIM = 184.44 INV IN (18"S) = 178.65 INV OUT (18"E) = 178.65 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.31 SAO 08/18/22 15:28 1:10 C1.31 NW UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE UTILITY PLAN 1 C1.32 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.32 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-02 2" SIXTEEN FOOT HIGH VENT LOCATION FROM SAN PUMP STATION, 40' MAX HORIZONTAL RUN 33-03 PUMP STATION CONTROL PANEL, COORDINATE WITH ARCHITECT & OWNER 33-04 SANITARY BUILDING CONNECTION 33-05 DOMESTIC WATER BUILDING CONNECTION 33-06 FIRE WATER BUILDING CONNECTION 33-07 FIRE SERVICE VAULT PER CITY OF WOODBURN 5070-2, 12" DCDA 33-08 DOUBLE CHECK VALVE AND BOX PER 13/C5.11 33-09 DITCH INLET PER 6/C5.11 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-11 FIRE DEPARTMENT CONNECTION PER 1/C5.11 33-12 SANITARY LIFT STATION, SEE DETAIL 8/C5.11, 3" PUMP DISCHARGE 33-13 STORM LIFT STATION #2 - NORTH, SEE DETAIL 9/C5.11, 8" PUMP DISCHARGE 33-15 SANITARY MAIN CONNECTION, SEE PUBLIC PLANS 33-16 WATER MAIN CONNECTION, SEE PUBLIC PLANS 33-17 WATER METER PER CITY OF WOODBURN 5000-4 33-18 POST INDICATOR VALVE PER 15/C5.11 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.34 MATCHLINE - SEE 1/C1.31 182 181 180 184 180 179 STM WET WELL 2 STM VALVE BOX 2 CB25 CB27 CB28 12"W) 6"S) 12"E) IE=176.50 (12"W) IE=176.75 (6"S) IE=176.50 (12"E) IE=176.24 (12"W) IE=176.49 (6"S) IE=175.99 (18"E) IE=175.73 (18"W) IE=176.23 (6"S) IE=175.73 (18"E) IE=175.47 (18"W) IE=175.97 (6"S) IE=175.47 (18"E) IE=175.74 (8"S) IE=175.32 (18"W) IE=175.32 (18"E) IE=175.21 (18"W) IE=175.71 (6"S) IE=175.21 (18"E) IE=174.95 (18"W) IE=175.45 (6"S) IE=174.95 (18"E) IE=174.96 (8"S) IE=174.54 (18"W) IE=174.54 (18"E) STM MH6 IE=172.89 (36") IE=179.00 (18") IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 18" @ 0.50% @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 2.29% 18" @ 0.70% STORM FACILITY PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 10" FW LINE 10" FW LINE 10" FW LINE 2" DW LINE RIM=182.0 IE=177.06 (24") 24" STM IE=174.69 (18"W) IE=175.19 (6"S) IE=174.69 (18"E) IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 STM MH7 IE=182.20 IE=180.00 (12") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") 6" @ 0.50% IE=182.20 6" @ 0.50% IE=181.83 (6"S) IE=181.83 (6"W) IE=181.74 (8"N) IE=181.45 (12"N) IE=181.70 (6"W) IE=181.45 (12"S) 6" @ 0.50% IE=181.95 (6"N) IE=181.95 (6"W) IE=181.70 (12"S) 12" @ 0.50% 12" @ 0.50% 8" @ 0.75% 6" @ 2.02% SAN MH2 SAN VALVE BOX SAN MH1 SAN WET WELL IE=170.69 (6"S) IE=170.69 (6"W) IE=170.69 (6"N) IE=177.00 IE=177.00 IE=176.00 IE=168.31 (8"W) IE=160.90 8" SAN @ 1.00% 6" SAN @ 1.00% 6" SAN @ 1.00% 6" SAN @ 8.60% 179 6" SAN @ 1.00% 184 6" SAN @ 1.00% 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-02 33-03 33-04 33-01 33-01 33-01 33-01 33-01 33-01 33-04 33-05 33-06 33-07 33-08 33-09 33-10 33-11 33-10 33-12 33-13 33-15 33-10 33-17 33-16 33-16 33-18 183 184 183 184 IE=174.93 (18"W) IE=175.35 (8"S) IE=174.93 (18"E) IE=174.57 (8"S) IE=174.15 (18"W) IE=174.15 (18"E) STM MH5 CB26 CB29 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 0.50% 36" @ 0.50% IE=182.20 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 0.50% 36" @ 2.29% 18" @ 0.70% 6" @ 2.02% 6" @ 0.50% 8" @ 0.75% 36" @ 0.50% 18" @ 0.50% 183 185 183 181 182 183 184 SS SHEET THIS REVISIONS MANHOLE TABLE MANHOLE SAN MH1 SAN MH2 SAN VALVE BOX SAN WET WELL STM MH5 STM MH6 STM MH7 STM VALVE BOX 2 STM WET WELL 2 DETAILS RIM = 184.16 INV IN (6"S) = 174.33 INV IN (6"W) = 174.33 INV OUT (6"N) = 174.23 RIM = 184.55 INV IN (6"W) = 170.08 INV IN (6"S) = 170.08 INV OUT (8"E) = 169.98 RIM = 184.64 INV OUT (6"E) = 170.54 RIM = 184.45 INV IN (6"NW) = 160.77 RIM = 181.33 INV IN (18"W) = 173.83 INV IN (8"S) = 174.25 INV OUT (38"E) = 173.08 RIM = 185.05 INV IN (18"W) = 174.61 INV OUT (38"N) = 173.86 RIM = 184.31 INV IN (6"W) = 181.45 INV IN (12"N) = 181.20 INV IN (8"S) = 181.37 INV OUT (12"E) = 181.20 RIM = 183.67 INV OUT (18"N) = 179.30 RIM = 182.66 INV IN (36"S) = 172.58 CATCH BASIN TABLE NAME CB25 CB26 CB27 CB28 CB29 DETAILS RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.32 NPP 07/27/22 14:50 1:30 C1.32 NE UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW UTILITY PLAN 1 C1.33 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.33 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-04 SANITARY BUILDING CONNECTION 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-18 POST INDICATOR VALVE PER 15/C5.11 SS SHEET THIS REVISIONS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS X MATCHLINE - SEE 1/C1.34 MATCHLINE - SEE 1/C1.31 182 185 183 184 185 186 187 188 188 185 183 184 185 IE=180.65 (12"N) IE=180.90 (6"E) IE=180.65 (12"S) CB3 CB1 CB2 CB4 IE=180.50 CB5 IE=182.06 (6"W) IE=182.06 (6"N) IE=181.98 (8"S) IE=181.25 (12"N) IE=181.50 (6"W) IE=181.25 (12"S) IE=181.20 (12"N) IE=181.36 (8"W) IE=181.20 (12"S) IE=180.66 (12"N) IE=180.91 (6"W) IE=180.66 (12"S) STM MH1 CB6 CB7 CB10 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=178.78 IE=178.57 (6"W) IE=178.57 (6"N) IE=178.49 (12"E) IE=177.91 (18"W) IE=178.16 (6"S) IE=177.66 (18"E) IE=178.23 (12"W) IE=178.31 (6"N) IE=178.06 (12"E) IE=177.80 (12"W) IE=178.05 (6"N) IE=177.80 (12"E) IE=177.54 (12"W) IE=177.79 (6"N) IE=177.54 (12"E) IE=177.28 (18"W) IE=177.70 (8"N) IE=177.28 (18"E) IE=177.28 (12"W) IE=177.53 (6"N) IE=177.28 (12"E) IE=176.95 (18"W) IE=177.37 (8"N) IE=176.95 (18"E) IE=177.02 (12"W) IE=177.27 (6"N) IE=177.02 (12"E) IE=176.76 (12"W) IE=177.01 (6"N) IE=176.76 (12"E) 12" @ 1.00% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% PRIVATE WELL, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION INDUSTRIAL ROAD PROPOSED BUILDING FF=185.50 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 10" FW LINE 10" FW LINE 185 184 186 187 188 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=181.81 (8"N) IE=181.90 (6"E) IE=181.81 (8"S) IE=181.56 (8"N) IE=181.65 (6"E) IE=181.40 (12"S) IE=180.90 (12"N) IE=181.15 (6"E) IE=180.90 (12"S) 8" @ 0.50% IE=182.27 33-01 33-10 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-18 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% IE=176.17 (18"W) IE=176.59 (8"N) IE=176.17 (18"E) CB8 IE=176.56 (18"W) IE=176.98 (8"N) IE=176.56 (18"E) CB9 IE=175.78 (18"W) IE=176.20 (8"N) IE=175.78 (18"E) 12" @ 1.00% 18" @ 3.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 8" @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 8" @ 0.50% 12" @ 0.50% 6" @ 1.0 12" @ 0.50% 12" @ 0.50% 185 184 8" @ 0.50% MANHOLE TABLE MANHOLE STM MH1 DETAILS RIM = 184.55 INV IN (12"N) = 180.27 INV OUT (18"E) = 180.27 CATCH BASIN TABLE NAME CB1 CB2 CB3 CB4 CB5 CB6 CB7 CB8 CB9 CB10 DETAILS RIM = 184.10, INV OUT =182.08 RIM = 184.10, INV OUT =182.08 RIM = 184.19, INV OUT =181.61 RIM = 184.10, INV OUT =182.08 RIM = 183.41, INV OUT =179.81 RIM = 180.81, INV OUT =177.82 RIM = 180.81, INV OUT =177.49 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.33 SAO 08/18/22 15:38 1:10 C1.33 SW UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS X MATCHLINE - SEE 1/C1.33 MATCHLINE - SEE 1/C1.32 180 179 182 183 184 185 184 183 182 180 179 182 183 184 180 179 181 182 183 185 183 184 180 179 181 182 183 184 183 184 184 IE=179.19 (18") IE=179.00 (18") STM WET WELL 1 CB12 CB13 CB14 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 (12"W) (6"N) (12"E) IE=176.50 (12"W) IE=176.75 (6"N) IE=176.50 (12"E) IE=176.24 (12"W) IE=176.49 (6"N) IE=175.99 (18"E) IE=175.00 (18"W) IE=175.42 (8"N) IE=175.00 (18"E) IE=175.73 (18"W) IE=176.23 (6"N) IE=175.73 (18"E) IE=175.47 (18"W) IE=175.97 (6"N) IE=175.47 (18"E) IE=175.21 (18"W) IE=175.71 (6"N) IE=175.21 (18"E) IE=174.61 (18"W) IE=175.03 (8"N) IE=174.61 (18"E) IE=174.95 (18"W) IE=175.45 (6"N) IE=174.95 (18"E) STM MH3 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% STORM FACILITY INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 10" FW LINE 10" FW LINE 10" FW LINE IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 STM MH8 IE=182.20 IE=181.95 (6"S) IE=181.95 (6"W) IE=181.70 (12"N) 6" @ 0.50% IE=181.45 (12"S) IE=181.70 (6"W) IE=181.45 (12"N) 12" @ 0.75% IE=181.83 (6"N) IE=181.83 (6"W) IE=181.58 (12"S) 6" @ 0.50% IE=180.00 (12") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") 12" @ 1.10% IE=177.00 IE=176.51 6" SAN @ 1.00% STM VALVE BOX 1 33-01 33-01 33-01 33-01 33-01 33-04 33-10 33-01 IE=180.50 33-01 33-14 33-01 33-01 33-01 33-01 33-01 33-10 33-18 183 184 183 184 181 182 185 IE=175.39 (18"W) IE=175.81 (8"N) IE=175.39 (18"E) CB11 18" @ 0.50% IE=174.22 (18"W) IE=174.64 (8"N) IE=174.22 (18"E) STM MH2 36" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 2.12% 12" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 1.10% 12" @ 0.50% 18" @ 0.50% 36" @ 0.50% CB15 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE UTILITY PLAN 1 C1.33 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.34 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-14 STORM LIFT STATION #1 - SOUTH, SEE DETAIL 10/C5.11, 8" PUMP DISCHARGE 33-18 POST INDICATOR VALVE PER 15/C5.11 MANHOLE TABLE MANHOLE STM MH2 STM MH3 STM MH8 STM VALVE BOX 1 STM WET WELL 1 DETAILS RIM = 181.33 INV IN (18"W) = 173.90 INV IN (8"N) = 174.32 INV OUT (38"E) = 173.15 RIM = 185.05 INV IN (18"W) = 174.61 INV OUT (38"S) = 173.86 RIM = 184.31 INV IN (12"S) = 181.20 INV IN (12"N) = 181.20 INV IN (6"W) = 181.45 INV OUT (12"E) = 181.20 RIM = 182.30 INV IN (8"N) = 179.19 INV OUT (18"S) = 179.23 RIM = 182.13 INV IN (36"N) = 172.80 INV OUT (8"S) = 179.23 CATCH BASIN TABLE NAME CB11 CB12 CB13 CB14 CB15 DETAILS RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 *222008500* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.34 SJS 06/21/22 10:11 1:30 C1.34 SE UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © FIRE ACCESS PLAN 1 C1.40 PROPOSED BUILDING 513,193 SF III-B CONST TYPE 36' CLEAR INTERSTATE HIGHWAY 5 EVERGREEN ROAD *222008500* C:\TEMP\ACPUBLISH_3020\085-C1.40.DWG NKB 12/15/22 09:10 1:60 C1.40 FIRE ACCESS PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT WETLAND AREA INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STACY ALLISON WAY WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT FIRE TRUCK TURN GEOMETRY FIRE ACCESS LEGEND R=28' 20' R=48' NOTES 1. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE DESIGNED TO SUPPORT AN APPARATUS WEIGHING 75,000 LB. GROSS VEHICLE WEIGHT PER GEOTECHINICAL RECOMMENDATIONS 2. ALL FIRE DEPARTMENT ACCESS ROADS SHOWN ON PLANS HAVE A TURNING RADIUS OF 28 FEET (INSIDE) AND 48 FEET (OUTSIDE), UNLESS OTHERWISE NOTED 24' R=28' 20' R=28' R=28' 20' 20' AERIAL FIRE APPARATUS ACCESS LANE 45' 15' AERIAL FIRE APPARATUS ACCESS LANE 45' 15' STORM FACILITY STORM FACILITY STORM FACILITY STORM FACILITY FH TYP FDC FW LINE INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL FH TYP FH TYP FH TYP 20' 20' 40' 26' 68.03' 20' 24' FH 20' 24' 26' 20' 33' 20' 33' ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.10 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date KEYNOTES: 1. PIPE INVERT, SIZE AND SLOPE PER CIVIL PLANS 2. REDUCER AS NECESSARY TO TRANSITION BETWEEN PIPE SIZES 3. 45° ELBOW 4. SOLID GROUT AT BASE @ MINIMUM 2% 5. 90° SHORT ELBOW 6. FOOTING PER STRUCTURAL PLANS 7. BUILDING WALL PER ARCHITECTURAL PLANS 8. SEE ARCHITECTURAL PLANS FOR CONTINUATION 9. PAVING SECTION AND SLOPE PER CIVIL PLANS 10. THREADED CLEANOUT ON TEE FITTING PER UNIFORM PLUMBING CODE 3 3 5 6 7 1 9 8 6" MIN. 4 NOTES: A. ALL WORK WITHIN 5-FEET OF THE BUILDING SHALL BE INSTALLED COMPLIANT WITH THE UNIFORM PLUMBING CODE (UPC). SEE PLUMBING AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION 2 1" MIN. 10 DOWNSPOUT NTS KEYNOTES: 1. CLEANOUT PIPING AND FITTINGS TO BE OF THE SAME SIZE MAX) AND MATERIAL AS THE PIPING IT IS SERVING 2. CLEANOUT LID & FRAME: HEAVY DUTY CAST IRON ACCESS BOX, SCORIATED CAST IRON COVER, THREADED BRONZE PLUGS, MOUNTED IN 4,000 PSI CONCRETE COLLAR. NOTES: A. CONCRETE COLLAR MAY BE OMITTED IN LANDSCAPE AREAS. USE PLASTIC PIPE CAP AND SET 3 INCHES ABOVE GRADE 18" 18" 45° WYE 45° BEND 1' MIN 2 2 1 6" CLEANOUT NTS 9 C5.10 VERTICAL CURB NTS 6" 6" 1'-4" 9" 1" RADIUS 1/4" RADIUS KEYNOTES: 1. CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS 2. PAVEMENT SECTION PER CIVIL PLANS 3. SEE PLANS FOR IMPROVEMENTS AT BACK OF CURB. WHERE SIDEWALK OCCURS, THE SIDEWALK AND TOP OF CURB SHALL BE FLUSH. WHERE ABUTTING A PLANTER AREA, THE FINAL GRADE SHALL BE 1" MINIMUM BELOW TOP OF CURB, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT 2 3 1 1:6 BATTER CORNER CURB RAMP NTS PLAN VIEW ISOMETRIC VIEW 4'-0" MIN PER PLANS PER PLANS 5'-0" MAX 4'-0" MIN 2'-0" MIN LANDSCAPE AREA LEGEND TURNING SPACE/LANDING MAX 2.0% FINISHED SLOPE IN ALL DIRECTIONS* SLOPE 1.5% MAX* (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE 7.5% MAX* (MAX 8.3% FINISHED SLOPE) *SLOPES GOVERN OVER ELEVATIONS SIDEWALK, SEE TRUNCATED DOME TACTILE WARNING, SEE VERTICAL CURB, SEE 1/C5.10 7/C5.10 9/C5.10 PARALLEL CURB RAMPS NTS ISOMETRIC - HALF TYPE FULL TYPE HALF TYPE ISOMETRIC - FULL TYPE 4'-0" MIN PER PLANS PER PLANS 5'-0" MIN 2'-0" MIN 4'-0" MIN PER PLANS TRUNCATED DOME TACTILE WARNING, SEE VERTICAL CURB, TYP SIDEWALK, TYP LEGEND TURNING SPACE/LANDING MAX 2.0% FINISHED SLOPE IN ALL DIRECTIONS* SLOPE 1.5% MAX* (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE 7.5% MAX* (MAX 8.3% FINISHED SLOPE) *SLOPES GOVERN OVER ELEVATIONS 4'-0" MIN 4'-0" MIN 2'-0" MIN 5'-0" MIN LANDSCAPE AREA SIDEWALK, SEE VERTICAL CURB, SEE TRUNCATED DOME TACTILE WARNING, SEE 4'-0" MIN 9/C5.10 7/C5.10 1/C5.10 1/C5.10 9/C5.10 7/C5.10 NO PARKING ACCESSIBLE PARKING STALL NTS 2'-0" SIGN LOCATION 2'-0" 2'-0" ON CENTER, TYP. 36° TYP. 9'-0" MIN. STALL ACCESS AISLE: VAN = 8'-0" MIN. STD = 6'-0" MIN. LENGTH OF STANDARD STALL PER PLANS KEYNOTES: 1. 4" WIDE WHITE STRIPE 2. WHITE RETROREFLECTIVE PAVEMENT MARKING SYMBOL (FHWA 3B-22) WITH BLUE RETROREFLECTIVE BACKGROUND (41" TALL x 36" WIDE WITH 4" STROKE WIDTH). OFFSET BACKGROUND LIMIT 4" FROM SYMBOL 3. YELLOW RETROREFLECTIVE "NO PARKING" PAVEMENT MARKING LEGEND ("NO" SHALL BE 12" TALL x 18" WIDE AND "PARKING" SHALL BE 12" TALL x 60" WIDE) 4. ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL HEREON. MAINTAIN 48" CLEAR ACCESS AROUND SIGN. ENSURE NO INTERFERENCE WITH PARKING STALL OVERHANG 5. WHEEL STOP PER DETAIL 6. SEE PLANS FOR PROPOSED CURB/SIDEWALK/RAMPS/ETC IMPROVEMENTS TO ACCOMMODATE ACCESSIBLE PARKING STALL ACCESS 5 4 1 2 3 1 6 1 SEE PLANS RESERVED PARKING VAN ACCESSIBLE WHEELCHAIR USER ONLY 2'-4" MIN 12" MIN 10" MIN FHWA SIGN NO. R7-8 BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING SYMBOL: WHITE ON BLUE, RETRO-REFLECTIVE SHEETING FHWA SIGN NO. R7-8A (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING NOTE: ACCESS AISLE FOR SINGLE VAN ACCESSIBLE STALL TO BE LOCATED ON THE PASSENGER'S SIDE OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-8C (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING 2"X2" SQUARE PERFORATED GALVANIZED 12GA METAL SIGN POST AND COMPATIBLE SLEEVE (UNISTRUT TELESPAR, OR EQUAL) NOTE: MORE DETAIL ON THE FHWA SIGN/SYMBOL NUMBER REFERENCES HEREON MAY BE FOUND IN THE STANDARD HIGHWAY SIGNS BOOK PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA), LATEST EDITION 7'-0" MIN CONCRETE FOUNDATION, ROUND TOP TO SHED FINISHED GROUND 1'-0" 1'-6" 9" 9" 1'-6" 3" MIN 8/C5.10 ACCESS AISLE OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-9 BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: RED, RETRO-REFLECTIVE SHEETING SYMBOL: WHITE ON BLUE, RETRO-REFLECTIVE SHEETING OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-9a (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: RED, RETRO-REFLECTIVE SHEETING NOTE: USE WHEN BACK OF WALK DIRECTLY BEHIND ACCESS AISLE IS NOT AVAILABLE FOR SIGN PLACEMENT AND SIGN MUST BE PLACED TO ONE SIDE OF PEDESTRIAN ACCESS RAMP NOTE: MORE DETAIL ON THE OREGON DEPT OF TRANSPORTATION SIGN/SYMBOL NUMBER REFERENCES HEREON MAY BE FOUND IN THE 2018 OREGON TRANSPORTATION COMMISSION DOCUMENT "STANDARDS FOR ACCESSIBLE PARKING PLACES", PAGES 13-16 7'-0" MIN CONCRETE FOUNDATION, ROUND TOP TO SHED FINISHED GROUND 1'-0" 1'-6" 8" NO PARKING ACCESSIBLE PARKING AISLE SIGN NTS 2'-4" MIN 12" MIN 10" MIN 3" MIN 2"X2" SQUARE PERFORATED GALVANIZED 12GA METAL SIGN POST AND COMPATIBLE SLEEVE (UNISTRUT TELESPAR, OR EQUAL) TRUNCATED DOMES NTS NOTES: A. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE (OR CAST-IN-PLACE PANELS) IN THE LOWER 24" FOR THE FULL WIDTH OF THE RAMP B. ARRANGE DOMES USING AN INLINE PATTERN AS SHOWN IN THE DETAIL ABOVE C. COLOR OF DOME TEXTURE (OR PANELS) TO BE SAFETY YELLOW, UNLESS NOTED OTHERWISE ON PLANS D. SURFACE APPLIED PANELS SHALL ONLY BE ALLOWED IN RETROFIT CONDITIONS AND WITH THE PRIOR APPROVAL OF THE ENGINEER TRUNCATED DOME DETAIL TRUNCATED DOME PANEL 1.670" 1.670" 1.263" 1.263" 0.45" 0.90" 0.20" 0.45" 0.90" PRECAST WHEEL STOP NTS 1'-6" 2'-0" LIMITS OF OVERHANG 6" 4" 8" KEYNOTES: 1. PRECAST WHEEL STOP. DIMENSIONS SHOWN ARE MINIMUMS 2. DOWEL HOLES (2 MINIMUM) 3. DRAINAGE SLOTS (2 MINIMUM) 4. DOWEL INTO PAVEMENT (2 MINIMUM). #4 REBAR OR PER MANUFACTURER'S RECOMMENDATIONS 5. FINISHED GROUND PER PLANS 4 5 1 3 2 ISOMETRIC SECTION 6'-0" MINIMUM NOTES: A. INSTALL WHEEL STOP PER MANUFACTURER'S RECOMMENDATIONS 6" PIPE BOLLARD NTS 3'-0" 3'-0" 3" ROUND TOP TO SHED WATER ROUND TOP TO SHED WATER 6" GALVANIZED STEEL PIPE FILLED WITH CONCRETE 15" MIN. DIAMETER CONCRETE FOOTING NOTES: A. BOLLARDS SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER OR LESS THAN 3 FEET FROM THE PROTECTED OBJECT B. CONCRETE PER PROJECT SPECIFICATIONS C. PAINT EXPOSED PORTION OF BOLLARD PER PROJECT SPECIFICATIONS GROUND SURFACE PER PLAN 1'-3" [COLOR NAME] 1 C5.10 2 C5.10 3 C5.10 4 C5.10 5 C5.10 6 C5.10 7 C5.10 8 C5.10 10 C5.10 STEEL CATCH BASIN NTS KEYNOTES: 1. PREFABRICATED, ASPHALT DIPPED, 10 GAUGE STEEL SUMPED CATCH BASIN WITH INTEGRAL GRATE FRAME 2. GRATE: HEAVY DUTY CAST IRON (ASTM A 48, CLASS 30B) BICYCLE SAFE 3. SEDIMENT TRAP WITH HINGED LID 4. INSTALL FLEXIBLE CLAMPED COUPLING ON INTEGRAL CATCH BASIN OUTLET. IMMEDIATELY TURN DOWN PIPING AT 45 DEGREES TO INTERSECT WITH THE SITE PIPING 5. LOCATE CATCH BASIN SUCH THAT THE EDGE OF GRATE FRAME IS INLINE WITH THE ABUTTING CURBLINE (WHERE APPLIES). 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS 8. 1/2 INCH TO 1 INCH DIAMETER WEEPHOLES, MINIMUM 1 PER SIDE. CONTRACTOR SHALL VERIFY COMPLIANCE WITH LOCAL JURISDICTION PRIOR TO PROCURING MATERIALS NOTES: A. ALL PRODUCTS USED SHALL BE COMPLIANT WITH BOTH THE UNIFORM AND LOCAL JURISDICTION PLUMBING CODES B. WHERE ABUTTING CURBING, GRATE SHALL BE ORIENTED SO THAT THE ELONGATED PATTERN IS PERPENDICULAR TO THE CURB FACE 42" MIN 2 3 8 5 24" MIN 12" MIN 1 6" MIN PER PLANS 6 7 4 24" 29" SQ 24" SQ PLAN 2 4 1 3 KEYNOTES: 1. 48" MIN DIAMETER PRECAST CONCRETE MANHOLE WITH ECCENTRIC CONE 2. 48" MIN DIAMETER PRECAST CONCRETE FLAT TOP MANHOLE (USED WHEN LESS THAN 60" AVAILABLE FROM PIPE INVERT TO RIM). CONCENTRIC LID SHALL BE USED AND STEPS SHALL BE OMITTED WHEN DEPTH FROM RIM TO INVERT IS LESS THAN 3 FEET 3. PRECAST CONCRETE GRADE RING AS REQUIRED TO ACCOMMODATE PAVING SECTION (12" TOTAL, MAX) 4. MANHOLE FRAME AND COVER PER PROJECT SPECIFICATIONS, RIM ELEVATION PER PLANS 5. 6 1/2" MIN LONG MANHOLE STEPS AT 12" ON CENTER PER PROJECT SPECIFICATIONS. LOCATE WITHIN 24" OF COVER AND FLOOR OF MANHOLE, AND A MINIMUM OF 5" FROM PRECAST SECTION JOINT 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS NOTES: A. MANHOLE DIAMETER SHALL BE INCREASED, IF REQUIRED, TO PROVIDE A MINIMUM OF 12" SEPARATION BETWEEN PIPE CONNECTIONS, OR WHEN ANY PIPE DIAMETER IS GREATER THAN 1/2 THE DIAMETER OF THE MANHOLE B. MANHOLE ACCESS COVER SHALL NOT BE LOCATED DIRECTLY OVER A PIPE CONNECTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MANHOLES FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO PROCURING MATERIALS D. SELECTED MANHOLE SHALL MEET THE CRITERIA OF THE PROJECT SPECIFICATIONS AND BE INSTALLED ACCORDINGLY E. INLET AND OUTLET PIPES CONNECTIONS SHALL BE COMPLIANT WITH PROJECT SPECIFICATIONS OR THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, WHICHEVER IS MOST STRINGENT 2 ECCENTRIC FLAT TOP ECCENTRIC CONE 1 3 3 4 4 5 5 2' SUMP 2' SUMP 4' MIN 4' MIN 6 6 6 6 7 60" MIN STORM SEWER MANHOLES NTS 11 C5.10 12 C5.10 3"Ø STEEL PIPE BRACE #4 X 4'-6" LONG #3 SPIRAL LOOP @ 12" O.C. 8"Ø PIPE SWING GATE N.T.S. 1:1 PER PLAN 4' TO GROUND 6" 3'-3" 3" 4' 1' 5' 3' 13 C5.10 CONCRETE SIDEWALK AND JOINTS NTS PER PLANS 1/4 CONCRETE THICKNESS 3/8" 1/8" TOOLED RADIUS EDGES CONTROL JOINT EXPANSION JOINT NOTES: A. CONCRETE SIDEWALK SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED ON PLANS B. SEE PROJECT SPECIFICATIONS FOR CONCRETE, AGGREGATE BASE, AND JOINT MATERIALS C. WHERE SIDEWALK ABUTS CURBING, SURFACE SHALL BE FLUSH WITH TOP OF CURB UNLESS NOTED OTHERWISE ON PLANS. WHERE SIDEWALK ABUTS LANDSCAPE OR OTHER PERVIOUS AREA, GRADE SHALL BE RECESSED 1" MINIMUM OR AS OTHERWISE DICTATED BY THE LANDSCAPE ARCHITECT OR NOTED ON PROJECT PLANS D. DO NOT USE SHINERS ON TOOLED EDGES UNLESS NOTED OTHERWISE E. CONTROL JOINTS SHALL BE EVENLY SPACED AND LOCATED EVERY 5' MAXIMUM, WITH EXPANSION JOINTS EVERY FOURTH JOINT, OR PER PLAN. SIDEWALK JOINTS SHALL BE ALIGNED WITH CURB JOINTS OR WHERE PERPENDICULAR CURBING INTERSECTS. 2% MAX CROSS SLOPE 1" MIN 4" CONCRETE OVER 2" CRUSHED ROCK BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS (UNLESS NOTED OTHERWISE ON PLANS) 1/8" TOOLED RADIUS EDGES LANDSCAPE AREA (WHERE APPLIES) CONCRETE CURB (WHERE APPLIES) SIDEWALK ROUNDED POLYMER BACKER ROD WITH NO BOND TO SEALANT 3/8" PRE-MOLDED JOINT FILLER 3/8" RECESSED SEALANT TOOLED CONCAVE AND TIGHT TO BACKER ROD 1/8" TOOLED RADIUS EDGES 6",TYP SIDEWALK 14 C5.10 ---PAGE BREAK--- FIRE DEPARTMENT CONNECTION NTS 4" THICK CONC. PAD FINISHED GRADE 12"± BRASS "AUTO DRAIN" & 0.5 CY OF DRAIN ROCK. USE 1" WASHED RIVER ROCK OR APPROVED EQUAL 36" SIAMESE CONNECTION (2 x 2.5") 36" IF NEARBY BACKFLOW PREVENTOR VAULT, LOCATE AUTOMATIC BALL DRIP TOGETHER WITH CHECK VALVE IN VAULT. CHECK VALVE SHALL OTHERWISE BE LOCATED IN THE BUILDING NOTES: 1. CONTRACTOR TO VERIFY FDC MATERIALS, FINISH, AND SIGN REQUIREMENTS (PER OFC 912.4 AND NFPA 16.12.5.8) WITH LOCAL FIRE MARSHAL 2. FDC SHALL BE PROTECTED BY ORANGE CONSTRUCTION FENCING DURING CONSTRUCTION 1 C5.11 2 C5.11 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.11 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date 1/4" RADIUS 1" RADIUS CAST IN PLACE CONCRETE SHALL BE 3000 PSI AT 28 DAYS. 6 SACK MIX, SLUMP: 1 1/2" TO 3" NOTE: 30" 12" 8" 17" ROCK BASE COURSE TOOLED EDGE SEE PAVING SECTION CONCRETE CURB VCURB REINFORCED CURB - #4 BAR CONT. 23'-6" LONG #3 HOOP TIES AT 1'-0" O.C. SEE PLANS FOR PAVING SECTION 2" 4" 2" NOTE: PROVIDE EXPANSION JOINT 1 2" JOINT FILLER) AT 24'-0" O.C. ALIGN WITH TRAILER PARKING STALLS 24" 3" 3" 3 C5.11 CURB BREAK NTS KEYNOTES: 1. CONCRETE CURB PER . CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS 1 1'-0" 6'-0" 1'-0" 2" EXPOSED CURB HEIGHT TOTAL CURB HEIGHT ISOMETRIC ABUTTING PAVEMENT SLOPED TO DRAIN THROUGH CURB BREAK LANDSCAPE AREA 1" NOTES: A. IF CURBING IS REINFORCED, BEND REINFORCEMENT TO PASS UNDER CURB BREAK WHILE MAINTAINING 3" COVER ON REBAR ELEVATION ABUTTING PAVEMENT ELEVATION CURB BREAK SET 1/2" LOWER THAN ABUTTING PAVEMENT INSTALL RIP RAP PAD PER 14/C5.11 1/C5.10 4 C5.11 VERTICAL CURB AND GUTTER NTS 1" RADIUS 1/4" RADIUS KEYNOTES: 1. CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS. GUTTER PAN SHALL MATCH CROSS SLOPE OF ABUTTING PAVEMENT 2. PAVEMENT SECTION PER PLANS 3. SEE PLANS FOR IMPROVEMENTS AT BACK OF CURB. WHERE SIDEWALK OCCURS, THE SIDEWALK AND TOP OF CURB SHALL BE FLUSH. WHERE ABUTTING A PLANTER AREA, THE FINAL GRADE SHALL BE 1" MINIMUM BELOW TOP OF CURB, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT 2 3 3/4" RADIUS 0'-6" 0'-6" 1'-4" 2'-0" 1'-6" 1:6 BATTER 1 5 C5.11 KEYNOTES: 1. PRECAST CONCRETE CATCH BASIN WITH DITCH INLET TOP SECTION 2. WELDED STEEL FRAME AND GRATE: 2.5" x 3/8" SQ. EDGE FLAT BARS ON ENDS WITH 2.5" x 1/4" SQ. EDGE FLAT BARS IN BETWEEN, SET 3" O.C. 3. OUTLET PIPE SIZE AND INVERT PER PLAN INSTALL AS CLOSE AS PRACTICAL TO TOP OF PRECAST KNOCKOUT TO MAXIMIZE SUMP, UP TO 18" MAX NOTES: A. BOTTOM OF GRATE OPENING SHALL BE SET AT FLOWLINE OF DITCH, UNLESS NOTED OTHERWISE ON PLAN B. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 C. PRECAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 D. PRECAST STRUCTURE SHALL CONFORM TO ODOT TYPE G-2 CATCH BASIN DESIGN W/DITCH INLET TOP E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL F. CONTRACTOR SHALL VERIFY WITH LOCAL JURISDICTION IF GRATE IS REQUIRED TO BE LOCKED OR CHAIN TO GRATE AND INSTALL ADDITIONAL EQUIPMENT AS REQUIRED GRATE (FRONT) 27"± 32"± 24" x 27.5" MIN 12" MIN SUMP MATCH SLOPE (2:1 MAX) 3 1 2 DITCH INLET NTS 6 C5.11 KEYNOTES: 1. 48" MIN DIAMETER PRECAST CONCRETE MANHOLE WITH ECCENTRIC CONE 2. 48" MIN DIAMETER PRECAST CONCRETE FLAT TOP MANHOLE (USED WHEN LESS THAN 60" AVAILABLE FROM PIPE INVERT TO RIM). CONCENTRIC LID SHALL BE USED AND STEPS SHALL BE OMITTED WHEN DEPTH FROM RIM TO INVERT IS LESS THAN 3 FEET 3. PRECAST CONCRETE GRADE RINGS AS REQUIRED TO ACCOMMODATE PAVING SECTION (12" TOTAL, MAX) 4. MANHOLE FRAME AND COVER PER PROJECT SPECIFICATIONS, RIM ELEVATION PER CIVIL PLANS 5. 6 1/2" MIN LONG MANHOLE STEPS AT 12" ON CENTER PER PROJECT SPECIFICATIONS. LOCATE WITHIN 24" OF COVER AND FLOOR OF MANHOLE, AND A MINIMUM OF 5" FROM PRECAST SECTION JOINT 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS 8. CONCRETE SHELF/CHANNEL, SLOPE 1 INCH/FOOT MINIMUM, FINE BRUSH FINISH. SHELF SHALL BE SET AT 1/2 THE PIPE DIAMETER NOTES: A. MANHOLE DIAMETER SHALL BE INCREASED, IF REQUIRED, TO PROVIDE A MINIMUM OF 12" SEPARATION BETWEEN PIPE CONNECTIONS, OR WHEN ANY PIPE DIAMETER IS GREATER THAN 1/2 THE DIAMETER OF THE MANHOLE B. MANHOLE ACCESS COVER SHALL NOT BE LOCATED DIRECTLY OVER A PIPE CONNECTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MANHOLES FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO PROCURING MATERIALS D. SELECTED MANHOLE SHALL MEET THE CRITERIA OF THE PROJECT SPECIFICATIONS AND BE INSTALLED ACCORDINGLY E. INLET AND OUTLET PIPES CONNECTIONS SHALL BE COMPLIANT WITH PROJECT SPECIFICATIONS OR THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, WHICHEVER IS MOST STRINGENT 2 ECCENTRIC FLAT TOP ECCENTRIC CONE 1 3 3 4 4 5 5 4'-0" MIN 4'-0" MIN 6 6 6 6 7 5'-0" MIN GENERAL PLAN OF CHANNEL INTERSECTION 8 8 1/2 PIPE DIA. 1/2 PIPE DIA. 3" MIN 3" MIN CHANNELIZING NOTES: 1. CHANNEL ALIGNMENTS SHALL CONTINUE INSIDE MANHOLE FOR 6" BEFORE CURVING 2. RADIUS OF CHANNEL CENTERLINES SHALL BE NO LESS THAN THE INSIDE DIAMETER OF THE PIPE SANITARY SEWER MANHOLES NTS 7 C5.11 STORM LIFT STATION #2 SCHEMATIC - NORTH NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=172.08 IE=171.08 IE=170.58 IE=167.25 2133 ELEV=166.25 STORM LIFT STATION #1 SCHEMATIC - SOUTH NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=172.30 IE=171.30 IE=170.80 IE=165.71 1948 ELEV=164.71 SANITARY LIFT STATION SCHEMATIC NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, . ASSUMES 12" SUBMERSION. CONTRACTOR SHALL NOTIFY ENGINEER IF DIFFERENT 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=160.48 IE=159.48 IE=158.98 IE=158.27 60 ELEV=157.27 8 C5.11 8 C5.11 ASSUMED 96" ASSUMED 72" ASSUMED 96" 10 C5.11 1/2" R 1/2" R #4 BARS AT 24" O.C. 12" 12" MIN ROCK BASE COURSE SEE PAVING SECTION VCURB REINFORCED CONTINUOUS CURB STOP N.T.S. - 3/4 Ø x 24" STEEL DOWEL BARS AT 12" O.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT SEE PLANS FOR PAVING SECTION NOTES: A. PROVIDE EXPANSION JOINT 1 2" JOINT FILLER) AT 10'-0" O.C. ALIGN WITH TRAILER PARKING STALLS B. ALTERNATE CURB PROFILES MAY BE SUBMITTED FOR REVIEW AND APPROVAL C. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. 6 SACK MIX, SLUMP: 1 1/2" TO 3" AND SPOT ELEVATIONS VARIES 26" MIN 5" 9" 3H:1V 11 C5.11 12 C5.11 ASPHALT TO CONCRETE TRANSITION NTS 2" 2" 1'-6" 1'-6" KEYNOTES: 1. CONCRETE PAVEMENT PER PLANS AND PROJECT SPECIFICATIONS 2. ASPHALT PAVEMENT AND BASE COURSE PER PLANS AND PROJECT SPECIFICATIONS 3. PROVIDE 3/8" TOOLED EDGE RADIUS ON CONCRETE AND APPLY SEALANT AT JOINT PER PROJECT SPECIFICATIONS 1 2 3 NOTES: A. THIS DETAIL IS NOT REQUIRED WHERE SIDEWALKS ABUT ASPHALT PAVEMENT IF PROVISIONS ARE SPECIFIED THAT PREVENT VEHICULAR ACCESS ONTO SIDEWALK VALVE AND BOX AND SMALLER) NTS CARSON METER BOX (OR EQUAL) 6" MIN CLEAR FLOW FLOW PER PLUMBING CODE 6" THICK LAYER OF DRAIN ROCK PUBLIC PRIVATE 24" MAX DOUBLE CHECK NOTES: A. BACKFLOW PREVENTER SHALL BE APPROVED BY THE STATE HEALTH DEPARTMENT AND PLUMBING CODE B. BACKFLOW BOX SHALL BE LOCATED IN A LANDSCAPE AREA, OR SHALL BE PROVIDED WITH A SLIP RESISTANT COVER IF IN A WALKWAY. BACKFLOW BOX SHALL NOT BE LOCATED IN A VEHICULAR AREA 13 C5.11 KEYNOTES: 1. CRUSHED, ANGULAR, 6"-10" DIAMETER ROCK (I.E. ODOT CLASS 50 RIP RAP). TOP OF RIP RAP LAYER TO BE FLUSH WITH ADJACENT GRADE 2. WOVEN FILTER FABRIC, ENCASING ALL BUT THE TOP SURFACE OF THE AGGREGATE 3. PIPE OUTFALL OR CURB BREAK LOCATION, WIDTH/DIAMATER, AND INVERT PER PLAN. CENTER RIP RAP PAD ON PIPE OUTFALL/CURB BREAK 4. RIP RAP PAD DIMENSIONS PER PLAN. IF NONE NOTED, INSTALL TO A MINIMUM WIDTH OF 12" TO EITHER SIDE OF A CURB BREAK OR PIPE OUTFALL AND 48" LONG 1 12" 2 3 NOTES: A. ALL FEATURES SHOWN OTHER THAN THE RIP RAP PAD ARE SHOWN FOR REFERENCE ONLY TO PROVIDE CONTEXT OF THE RIP RAP'S RELATIONSHIP TO ITS SURROUNDINGS. REFER TO THE PLANS FOR PROJECT SPECIFIC RELATIONSHIPS TO OTHER SITEWORK ELEMENTS 4 RIP RAP PAD NTS 14 C5.11 POST INDICATOR VALVE NTS OPEN 4 5 1 36" KEYNOTES: 1. FIRE SERVICE LINE PER PLAN 2. POST INDICATOR VALVE 3. INDICATOR POST 4. OPERATING WRENCH WITH PADLOCK AND LOCKING STAPLE 5. INDICATOR WINDOW 3 NOTES: A. INSTALLATION SHALL MEET ALL LOCAL FIRE CODE REQUIREMENTS. VERIFY REQUIREMENTS PRIOR TO MATERIAL PROCUREMENT B. PROVIDE TAMPER SWITCH ON POST INDICATOR VALVE (PIV) AND COORDINATE CONNECTION WITH THE FIRE PROTECTION DRAWINGS C. MAINTAIN 3' CLEARANCE IN ALL DIRECTIONS, UNLESS DIRECTED OTHERWISE BY THE LOCAL FIRE MARSHALL D. CONTRACTOR TO COORDINATE THE REQUIREMENT FOR BOLLARD PROTECTION WITH THE LOCAL FIRE MARSHALL AND NOTIFY ENGINEER IN ADVANCE OF INSTALLATION IF ADJUSTMENTS TO THE SITE PLAN MAY BE REQUIRED 2 15 C5.11 PARKING STALL STRIPING NTS WIDTH OF STALL PER PLAN MEASURED FROM MIDPOINT LENGTH OF STALL PER PLAN 1 SEE PLANS FOR CONDITION AT HEAD OF STALL KEYNOTES: 1. 4" WIDE WHITE STRIPE 2'-0" 2'-0" ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.12 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SITE PLAN 1"=200' 1 EC1.0 JACK JOHNSON PERLO CONSTRUCTION [PHONE REDACTED] [EMAIL REDACTED] ECO-3-7122018 5 VICINITY MAP N.T.S. 2 EC1.0 222008500\DRAWINGS\CIVIL\085-EC1.0.DWG NKB 12/15/22 08:50 1:200 EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET SAO NKB REVISION SCHEDULE Issued As Delta Issue Date INSPECTION FREQUENCY TABLE CLEARING & DEMO MASS GRADING UTILITY INSTALLATION VERTICAL CONSTRUCTION FINAL STABILIZATION EROSION PREVENTION PRESERVE NATURAL VEGETATION X X X X GROUND COVER X HYDRAULIC APPLICATIONS X PLASTIC SHEETING X X MATTING DUST CONTROL X X X X X TEMPORARY/PERMANENT SEEDING X X X X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) X X X X SEDIMENT FENCE (INTERIOR) X X X X X STRAW WATTLES FILTER BERM INLET PROTECTION X X X X DEWATERING X SEDIMENT TRAP NATURAL BUFFER ENCROACHMENT SEDIMENT BAG OTHER: RUNOFF CONTROL CONSTRUCTION ENTRANCE X X X PIPE SLOPE DRAIN OUTLET PROTECTION SURFACE ROUGHENING CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X HAZ WASTE MGMT X X X X X SPILL KIT ON-SITE X X X X X CONCRETE WASHOUT AREA X X OTHER: SITE SS SHEET THIS REVISIONS EVERGREEN ROAD ATTENTION EXCAVATORS OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR [PHONE REDACTED] THROUGH OAR [PHONE REDACTED]. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING [PHONE REDACTED]. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL [PHONE REDACTED]. CLIENT SPECHT DEVELOPMENT, INC. CONTACT: PETER SKEI, VICE PRESIDENT 10260 SW GREENBURG ROAD, SUITE 170 PORTLAND OR 97223 PHONE: [PHONE REDACTED] PROPERTY DESCRIPTION LOCATED IN THE NE 1/4 OF SECTION 14 AND THE NW 1/4 OF SECTION 13, TOWNSHIP 5 SOUTH, RANGE 2 WEST, W.M., CITY OF WOODBURN, MARION COUNTY, OREGON CIVIL ENGINEER MACKENZIE CONTACT: NICOLE BURRELL 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 PHONE: [PHONE REDACTED] PROJECT LOCATION SITE: WEST OF INTERSTATE 5, SOUTH OF SWEETWATER AVE, NORTH OF PARR ROAD NE FRONTAGE: EVERGREEN ROAD EXTENSION, STACY ALLISON WAY EXTENSION, NEW INDUSTRIAL ROAD WOODBURN, OR LATITUDE = 45°08'15.00"N LONGITUDE = 122°53'17.00"W RATIONALE STATEMENT A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. INITIALS SURVEYOR NORTHWEST SURVEYING, INC. CONTACT: CLINTON H. STUBBS JR. 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 PHONE: [PHONE REDACTED] GEOTECHNICAL NV5 CONTACT: NICK PAVEGLIO 9450 SW COMMERCE CIRCLE, SUITE 300 WILSONVILLE, OR 97070 PHONE: [PHONE REDACTED] TAX LOTS 00800 AND 00801 SEC 14 T5S R2W MARION COUNTY, OREGON NARRATIVE DESCRIPTION EXISTING SITE CONDITIONS · VACATED FARMLAND DEVELOPED CONDITIONS · INDUSTRIAL WAREHOUSE BUILDING WITH ASSOCIATED TRAILER PARKING, LANDSCAPE, DRIVE AISLE AND SIDEWALKS NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE · CLEARING (JUNE 2022) · MASS GRADING (JULY 2022) · UTILITY CONSTRUCTION (AUGUST 2022 TO OCTOBER 2022) · VERTICAL CONSTRUCTION (JULY 2022 TO MAY 2023) · FINAL STABILIZATION (JUNE 2023) SITE SOIL CLASSIFICATION: AM - AMITY SILT LOAM Da - DAYTON SILT LOAM WuA - WOODBURN SILT LOAM, 0 TO 3 PERCENT SLOPES RECEIVING WATER BODIES: EAST SENECAL CREEK TRIBUTARY SITE AREA: PRIVATE SITE: 1,194,807 SF (27.43 AC) PUBLIC IMPROVEMENTS: 104,012 SF (2.39 AC) IMPROVEMENTS: PRIVATE DISTURBED AREA: 1,198,907 SF (27.52 AC) PUBLIC DISTURBED AREA: 115,331 SF (2.65 AC) WEISZ PROPERTY EROSION AND SEDIMENT CONTROL PLAN WOODBURN, OREGON DEQ 1200-C PERMIT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT ISSUED FOR THIS PROJECT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SITE INSPECTOR PERMITTEE'S SITE INSPECTOR: COMPANY/AGENCY: PHONE: E-MAIL: CERTIFICATION: CERTIFICATION NUMBER: CERTIFICATION EXPIRATION: STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES 1. ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES ON SITE, AND THE AREAS OF THE SITE WHERE THE CONTRACTOR(S) WILL ENGAGE IN CONSTRUCTION ACTIVITIES. REVISE THE LIST AS APPROPRIATE UNTIL PERMIT COVERAGE IS TERMINATED (SECTION 4.4.C.I). IN ADDITION, INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 4.7) 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9) 8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5) 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4) 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16) 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13) 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14) 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21) 18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER COVER A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS SECONDARY CONTAINMENT). (SECTION 2.3.7) 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7) 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F) 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10) 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12) 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18) 28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4) 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9) 31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5) 32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9) 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2) 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21) SITE CONDITION 1. ACTIVE PERIOD 2. INACTIVE PERIODS GREATER THAN FOURTEEN (14) CONSECUTIVE CALENDAR DAYS THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS APART, THEN ONCE PER MONTH 3. PERIODS DURING WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER 4. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE SUSPENDED AND RUNOFF IS UNLIKELY DUE TO FROZEN CONDITIONS ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE. WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE. AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING MINIMUM FREQUENCY IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT DISCHARGE POINT OR LOCATION OF THE RECEIVING WATERBODY VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY SUSPENDED.IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY 5. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE CONDUCTED AND RUNOFF IS UNLIKELY DURING FROZEN CONDITIONS VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY BMP MATRIX FOR CONSTRUCTION PHASES REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S *SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE **SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION SHEET INDEX EROSION AND SEDIMENT CONTROL PLANS STACY ALLISON WAY INDUSTRIAL ROAD I-5 PROPOSED BUILDING OR HWY 219 INTERSTATE 5 STAFNEY LANE BUTTEVILLE RD S WOODLAND AVE PARR RD NE PARR RD NE EVERGREEN RD STUBB RD NE KIRKSEY ST STACY ALLISON WAY SWEETWATER AVE CESCL JUL 12, 2023 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP CLEARING AND DEMOLITION PLAN 1 EC2.0 222008500\DRAWINGS\CIVIL\085-EC2.0.DWG NKB 12/15/22 08:51 1:50 EC2.0 ESCP CLEARING AND DEMOLITION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION LEGEND SEDIMENT FENCE PER 3/EC6.0 LIMITS OF GRADING EXISTING DRAINAGE FLOW ARROW EXISTING CONTOUR WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE NEAREST OFFICIAL RAIN GAUGE AURORA STATE AIRPORT, AURORA, OREGON ELEV: 194 FT; LAT/LON: 45.24658/-122.77095 TYPICAL WORKING HOURS 7AM-5PM WEEKDAYS 20' 50' MIN 01-02 01-05 01-03 01-03 01-03 01-03 01-03 01-10 01-03 EVERGREEN ROAD 01-07 KEYNOTES 01-02 CONSTRUCTION ENTRANCE PER 2/EC6.0 01-03 SEDIMENT FENCE PER 3/EC6.0 01-05 WHEEL WASH PER 5/EC6.0 01-07 PRIVATE LIMIT OF DISTURBANCE 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 01-07 01-07 01-07 ---PAGE BREAK--- < ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP MASS GRADING AND STABILIZATION PLAN 1 EC3.0 222008500\DRAWINGS\CIVIL\085-EC3.0.DWG NKB 12/15/22 08:51 1:50 EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN ROAD LEGEND SEDIMENT FENCE PER 3/EC6.0 LIMIT OF GRADING EXISTING CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE FLOW ARROW PROPOSED DRAINAGE FLOW ARROW WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 SOIL STOCKPILE AREA PER 4/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE 181 01-02 01-05 01-04 01-09 01-04 01-10 01-07 01-07 01-07 PROPOSED BUILDING AREA FF=185.5 WQ WQ WQ WQ 20' 50' MIN EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "WQ" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. NON-SIGNIFICANT DEPRESSION (NO GRADING) 185 182 183 184 186 187 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 182 183 184 185 183 184 185 185 184 183 185 184 183 186 185 184 185 184 183 182 185 184 183 185 185 185 185 188 187 186 185 184 185 184 183 182 185 184 183 183 183 182 181 180 179 182 181 180 179 182 181 180 179 180 181 182 183 184 179 180 181 184 183 184 185 185 183 183 179 180 181 182 183 184 183 183 183 185 180 179 181 182 184 183 KEYNOTES 01-02 CONSTRUCTION ENTRANCE PER 2/EC6.0 01-04 AREA FOR TEMPORARY SOIL STOCKPILE FROM EARTHWORK CUTTINGS. COVER STOCKPILE PER 4/EC6.0 01-05 WHEEL WASH PER 5/EC6.0 01-07 PRIVATE LIMIT OF DISTURBANCE 01-09 AREA FOR JOB TRAILERS, EQUIPMENT AND MATERIAL STAGING AND PORTABLE BATHROOMS. BASE ROCK SECTION SIMILAR TO ROAD PAVEMENT SECTION OF 1.5" - 0" COMPACTED CRUSHED ROCK 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 179 ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SHEET THIS REVISIONS < ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP UTILITY CONSTRUCTION PLAN 1 EC4.0 222008500\DRAWINGS\CIVIL\085-EC4.0.DWG NKB 12/15/22 08:52 1:50 EC4.0 ESCP UTILITY CONSTRUCTION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION (NO GRADING) LEGEND 01-06 01-01 TYP 01-01 TYP 01-01 TYP 01-01 TYP 01-01 TYP 01-08 01-08 01-08 01-08 PROPOSED BUILDING FF=185.5 EVERGREEN ROAD WQ WQ WQ SEDIMENT FENCE PER 3/EC6.0 LIMITS OF GRADING EXISTING CONTOUR PROPOSED CONTOUR STORM LINE SANITARY LINE FIRE WATER LINE DOMESTIC WATER LINE CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 CONCRETE WASHOUT PER 6/EC6.0 WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 SOIL STOCKPILE AREA PER 4/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE INDUSTRIAL ROAD 181 UTILITIES PHASE NOTES 1. PROPOSED DETENTION POND TO BE DISCHARGE POINT FOR ALL STORMWATER RUNOFF CONVEYANCE 2. ANY TRENCH DEWATERING SHALL BE DISCHARGE THROUGH A FILTER BAG INTO DETENTION POND WITHIN THE FOREBAY AREAS AS SHOWN 3. STRAW MULCH AND/OR HYDROSEED SHALL BE USED FOR TEMPORARY STABILIZATION OF ANY EXPOSED TRENCH SPOILS (INCLUDING STOCKPOLE IF PLASTIC SHEETING DOESN'T WORK) 01-11 TYP 01-11 TYP 01-11 TYP WQ EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "STORM FACILITY" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. KEYNOTES 01-01 CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 01-06 CONCRETE WASHOUT PER 6/EC6.0 01-08 PROVIDE AND MAINTAIN 2" THICK COVER LAYER OF COMPOST OVER FINAL GRADING LAYER OF DISTURBED SOIL AREA OF STORMWATER FACILITY AREA UNTIL PERMANENT GROUND COVER PLANTINGS ARE ESTABLISHED 01-11 INLET PROTECTION TYPE 6 PER 7/EC6.0 01-01 TYP 01-01 TYP 180 179 181 180 179 181 182 180 185 179 181 182 183 184 186 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 182 183 185 183 184 183 185 184 183 184 183 184 183 188 187 186 185 184 184 183 185 184 183 185 182 183 184 179 180 181 182 183 185 184 180 179 181 182 185 184 183 182 180 179 181 182 187 184 185 184 185 184 183 187 183 184 183 182 181 180 179 185 182 183 184 186 187 ---PAGE BREAK--- < SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP VERTICAL CONSTRUCTION PLAN 1 EC5.0 222008500\DRAWINGS\CIVIL\085-EC5.0.DWG NKB 12/15/22 08:52 1:50 EC5.0 ESCP VERTICAL CONSTRUCTION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION (NO GRADING) LEGEND SEDIMENT FENCE PER 3/EC6.0 CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 CONCRETE WASHOUT PER 6/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE PAVEMENT LEGEND VERTICAL CONSTRUCTION PHASE NOTES 1. ALL CONSTRUCTION MATERIALS THAT COULD LEAD TO POLLUTION IF SPILLED NOT IN IMMEDIATE USE SHALL BE STORED IN A STORAGE BOX AT THE NORTH OF THE SITE (AS SHOWN) TO PREVENT SPILLS AND EXPOSURE TO WET WEATHER 2. FOR SPILL PREVENTION SPILL KITS AND OTHER SPILL CONTAINMENT DEVICES (I.E WATTLES, ABSORBENT SOCKS/BOOMS, ORGANIC OIL ABSORBENTS AGENT, ETC.) SHALL BE KEPT ONSITE WITHIN THE STORAGE CONTAINER MENTIONED ABOVE THROUGH THE COMPLETION OF THE PROJECT 01-10 PROPOSED BUILDING EVERGREEN ROAD WQ WQ WQ WQ INDUSTRIAL ROAD 01-12 #1 01-12 #4 138' 41' SEDIMENT BASIN # DRAINAGE AREA (SF) VOLUME REQUIRED (CF) VOLUME PROVIDED (CF) 1 147,638 12,201 12,465 2 45,691 3,776 3,969 3 54,641 4,516 4,761 4 152,760 12,625 12,996 SEDIMENT BASIN DATA 23' 120' 3:1 01-12 #2 01-12 #3 15' 45' 3:1 63' 33' 69' 17' 35' 51' 50' 32' 96' 114' EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "STORM FACILITY" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. DISCHARGE MONITORING REQUIREMENTS 1. THE REGISTRANT MUST BEGIN THE PH MONITORING PERIOD WHEN THE ENGINEERED SOILS ARE FIRST EXPOSED TO PRECIPITATION AND MUST CONTINUE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF DISCHARGE FROM THE SITE, OR THE OCCURRENCE OF A STORM EVENT OF 0.10 INCHES OR GREATER UNTIL FINAL STABILIZATION OF THE AREA OF ENGINEERED SOILS IS ESTABLISHED (SEE SECTION 2.2.21). 2. DOCUMENT THE DATE WHEN SOIL AMENDMENTS WERE ADDED AND FINAL STABILIZATION ACHIEVED IN THE INSPECTION REPORT PER SECTION 6.5. 3. THE REGISTRANT MUST MONITOR THE PH OF STORMWATER IN THE SEDIMENT BASINS/IMPOUNDMENTS AND AT DISCHARGE LOCATIONS THAT RECEIVE STORMWATER RUNOFF FROM THE AREA WHERE ENGINEERED SOILS WERE USED BEFORE THE STORMWATER DISCHARGES TO SURFACE WATERS. 4. THE BENCHMARK VALUE FOR PH IS DEFINED IN STANDARD UNITS (SU), AND DETERMINED BY THE RIVER BASIN CONTAINING THE RECEIVING WATERBODY ACCORDING TO OAR [PHONE REDACTED]. ANYTIME MONITORING INDICATES THAT THE PH OF THE SITE’S STORMWATER IS THE MAXIMUM ALLOWED SU OR GREATER, THE REGISTRANT MUST EITHER: 4.1. PREVENT THE HIGH PH WATER FROM ENTERING STORM SEWER SYSTEMS OR SURFACE WATERS; OR 4.2. ADJUST OR NEUTRALIZE THE HIGH PH WATER UNTIL IT IS IN THE RANGE OF PH SU ACCEPTABLE FOR DISCHARGE TO THE RIVER BASIN CONTAINING THE RECEIVING WATERBODY BY USING AN APPROPRIATE TREATMENT BMP SUCH AS CARBON DIOXIDE (CO2) SPARGING OR DRY ICE. THE REGISTRANT MUST OBTAIN WRITTEN PERMISSION FROM DEQ OR AGENT BEFORE USING ANY FORM OF CHEMICAL TREATMENT OTHER THAN CO2 SPARGING OR DRY ICE PER SECTION 1.2.9. 5. THE REGISTRANT MUST PERFORM PH MONITORING ON SITE WITHIN 15 MINUTES OF SAMPLE COLLECTION WITH AN ACCURATELY CALIBRATED PH METER. THE REGISTRANT MUST RECORD THE PH MONITORING RESULTS AND ANY PH ADJUSTMENT TREATMENTS IN THE INSPECTION REPORT. 01-06 KEYNOTES 01-06 CONCRETE WASHOUT PER 6/EC6.0 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 01-12 SEDIMENT BASIN PER STATEWIDE 1200C PERMIT SECTION 2.2.17 AND 2.2.18 CONCRETE DOCKS: 7 INCH NON-REINFORCED CONCRETE ON 6 INCH AGGREGATE BASE AT THE LOADING DOCKS DOLLY PADS: 7 INCH NON-REINFORCED CONCRETE ON 4 INCH AGGREGATE BASE HEAVY DUTY ASPHALT: · 5.5 INCH AC WITH 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 5.5 INCH AC WITH 4 INCH BASE AND 16 INCH CEMENT AMENDED SUBBASE LIGHT DUTY ASPHALT: · 4.5 INCH AC OVER 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 4.5 INCH AC OVER 4 INCH BASE OVER 14 INCH CEMENT AMENDED SUBBASE CAR PARKING ASPHALT: · 3 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 3 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE CAR TRAVEL ASPHALT: · 4 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 4 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE SIDEWALK: 5' (MIN) WIDE x 4" THICK CONCRETE AND BROOM FINISHED WITH TOOLED CONTROL JOINTS ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EC6.0 EROSION AND SEDIMENT CONTROL DETAILS BMR NKB REVISION SCHEDULE Issued As Delta Issue Date 1 EC6.0 2 EC6.0 4 EC6.0 5 EC6.0 6 EC6.0 3 EC6.0 7 EC6.0 MODIFIED 8" MIN DEPTH SUBGRADE GEOTEXTILE FABRIC 18" ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X < < < < < < < < < < < < < < < < < < < < < < < < < < < < < V PARR RD PHASE 1 DEVELOPMENT PHASE 1 PHASE 2 INDUSTRIAL RD STACY ALLISON WAY EVERGREEN RD OR HWY 219 INTERSTATE 5 STAFNEY LANE BUTTEVILLE RD S WOODLAND AVE PHASE 1 PARR RD PARR RD EVERGREEN RD STUBB RD NE KIRKSEY ST STACY ALLISON WAY SITE CIVIL ENGINEER: SURVEYOR: VERTICAL DATUM: PROJECT WEISZ - EVERGREEN RD AND INDUSTRIAL RD ELEVATIONS AND CONTOURS ARE BASED ON MARION COUNTY CONTROL POINT 9425. THE BENCHMARK IS A 3" BRASS DISK LOCATED APPROXIMATELY 1,300 FEET WEST OF THE INTERSECTION OF STUBB ROAD NE AND PARR ROAD NE. IT HAS AN ELEVATION OF 182.42 FEET ON THE NGVD 1929 DATUM. DEVELOPER/OWNER: PROJECT DESCRIPTION: SPECHT DEVELOPMENT PLANS TO BUILD AN APPROXIMATELY 500,000 SQUARE FOOT BUILDING WEST OF EVERGREEN ROAD AND PARR ROAD IN WOODBURN, OREGON. THE FACILITY WILL BE A SPEC. BUILDING. EVERGREEN ROAD WILL BE EXTENDED TO PARR ROAD. A NEW INDUSTRIAL ROAD WILL BE BUILT ALONG THE SOUTH SIDE OF THE PROPERTY. GEOTECHNICAL: 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.01.DWG:R1.00 TP 12/07/22 08:06 1:200 R0.01 COVER SHEET TP RJH REVISION SCHEDULE Issued As Delta Issue Date MACKENZIE CONTACT: RALPH HENDERSON 1515 SE WATER AVENUE PORTLAND, OR 97214 PHONE: [PHONE REDACTED] FAX: [PHONE REDACTED] SPECHT DEVELOPMENT 10260 SW GREENBURG RD, SUITE 170 PORTLAND, OR 97223 CONTACT: PETER SKEI PHONE: [PHONE REDACTED] NORTHWEST SURVEYING, INC. CONTACT: CLINTON H. STUBBS 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 PHONE: [PHONE REDACTED] FAX: [PHONE REDACTED] NV5 CONTACT: NICK PAVEGLIO 703 BROADWAY STREET, SUITE 650 VANCOUVER, WA 98660 PHONE: [PHONE REDACTED] [EMAIL REDACTED] VICINITY MAP N.T.S. 1 R0.01 SITE MAP N.T.S. 2 R0.01 SHEET INDEX R0.01 COVER SHEET R0.10 GENERAL NOTES R0.11 GENERAL NOTES (CONTINUED) AND LEGEND R0.12 ROADWAY SECTION DETAILS - EVERGREEN RD R0.13 ROADWAY SECTION DETAILS - EVERGREEN RD R0.14 ROADWAY SECTION DETAIL - INDUSTRIAL RD R0.20 SOUTH INTERSECTION ULTIMATE PLAN (FUTURE) R1.10 EVERGREEN RD - STREET AND STORM - START TO STA 12+00 R1.11 EVERGREEN RD - STREET AND STORM - STA 12+00 TO STA 16+60 R1.12 EVERGREEN RD - STREET AND STORM - STA 16+60 TO END R1.20 EVERGREEN RD - SANITARY AND WATER - START TO STA 12+00 R1.21 EVERGREEN RD - SANITARY AND WATER - STA 12+00 TO STA 16+60 R1.22 EVERGREEN RD - SANITARY AND WATER - STA 16+60 TO END R2.14 INDUSTRIAL RD - STREET AND STORM - STA 26+75 TO STA 31+75 R2.15 INDUSTRIAL RD - STREET AND STORM - STA 31+75 TO STA 37+00 R2.16 INDUSTRIAL RD - STREET AND STORM - STA 37+00 TO END R2.24 INDUSTRIAL RD - SANITARY AND WATER - STA 26+75 TO STA 31+75 R2.25 INDUSTRIAL RD - SANITARY AND WATER - STA 31+75 TO STA 37+00 R2.26 INDUSTRIAL RD - SANITARY AND WATER - STA 37+00 TO END R2.30 SIGNING AND STRIPING - INDUSTRIAL RD R2.31 SIGNING AND STRIPING - EVERGREEN RD R2.32 SIGNING AND STRIPING DETAILS R2.33 SIGNING AND STRIPING DETAILS R4.10 SOUTH INTERSECTION GRADING PLAN R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS R5.10 CIVIL DETAILS R5.11 CIVIL DETAILS R5.12 CIVIL DETAILS R5.13 CIVIL DETAILS R5.14 LANDSCAPE DETAILS SEE SHEET R1.10 & R1.20 SEE SHEET R1.11 & R1.21 SEE SHEET R1.12 & R1.22 SEE SHEET R2.16 & R2.26 SEE SHEET R2.14 & R2.24 SEE SHEET R2.15 & R2.25 SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.10.DWG TP 12/07/22 08:06 1:0.08 REVISION SCHEDULE Issued As Delta Issue Date GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE LOCAL JURISDICTION, THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CURRENT OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. 2. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN IS BASED ON A SURVEY BY OTHERS AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. 3. CONTRACTOR MUST COMPLY WITH LOCAL AND STATE REQUIREMENTS TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. 5. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION. 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, CITY ENGINEERING STAFF, AND ANY POTENTIALLY AFFECTED CITY SERVICE AGENCIES A MINIMUM OF 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT OF NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. 8. CONTRACTOR SHALL INSTALL PROJECT CONSTRUCTION SIGN(S) AT LOCATION(S) COORDINATED WITH THE CITY INSPECTOR. SIGN SHALL INCLUDE: ARIAL BOLD PRINT, 4 1/2 INCH LETTER SIZE PROJECT NAME, 3 INCH LETTER TEXT SIZE, BLACK NON-REFLECTIVE LEGEND, ORANGE NON-REFLECTIVE BACKGROUND, BLACK NON-REFLECTIVE 1-INCH FLUSH BORDER WITH 6-INCH CORNER RADIUSES ON 3/4 INCH APA RATED A-B GRADE EXTERIOR PLYWOOD. CONTRACTOR SHALL ADD START DATE, END DATE, CONTRACTOR COMPANY NAME AND CONTACT PERSON FOR SPECIFIC PROJECT. MOUNT ON DOUBLE POST TEMPORARY SIGN SUPPORT PER ODOT DETAIL TM 821. 9. PRIOR TO THE START OF WORK CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF THE CONSTRUCTION SCHEDULE TO ANY RESIDENT'S WHOSE DRIVEWAY ACCESS OR NORMAL TRAVEL ROUTES MAY BE AFFECTED. CONTRACTOR SHALL WORK IN A MANNER THAT ALLOWS EMERGENCY VEHICLES AND RESIDENTS ACCESS DURING CONSTRUCTION. 10. THIS SET OF PLANS APPROVES ONLY PUBLIC IMPROVEMENT WORK. PRIVATE PARCEL WORK SHALL BE SUBMITTED TO CITY BUILDING DEPARTMENT FOR REVIEW AND PERMITTING. 11. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY INCIDENTAL WORK COST SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICES. 12. ANY INSPECTION BY THE CITY OR PROJECT ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE PLANS, CODES, REGULATIONS, STANDARDS, AND PROJECT CONTRACT DOCUMENTS. 13. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE LOCATIONS, DEPTHS, AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER AND FRANCHISE UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITY INFRASTRUCTURE NOT SHOWN ON THE PLANS MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. PLAN CHANGES MUST BE APPROVED BY THE PROJECT ENGINEER AND CITY IN ADVANCE OF THE WORK. 14. THE CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES TO WORK ON AND RELOCATE THEIR RESPECTIVE INFRASTRUCTURE AS REQUIRED. 15. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF ANY CONSTRUCTION CAUSED DAMAGE. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION FROM THE UTILITY PROVIDER. 16. SUBSEQUENT SETTLEMENT OR CRACKING OF FINISHED SURFACES IN THE RIGHT-OF-WAY WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED SUBGRADE FAILURE DUE TO A LACK OF COMPACTION AND SHALL BE REPAIRED BY THE CONTRACTOR AT NO CHARGE IN A MANNER ACCEPTABLE TO THE CITY. 17. THE CONTRACTOR SHALL CONTROL PROJECT SITE RIGHT-OF-WAY TRAFFIC IN CONFORMANCE WITH THE LATEST EDITION OF THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, “OREGON SUPPLEMENTS”, AND CITY REQUIREMENTS. THE CONTRACTOR SHALL HAVE AVAILABLE ON SITE AND USE A CITY APPROVED, PROJECT-SPECIFIC, TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN LOCAL ACCESS FOR LOCAL RESIDENTS. 18. THE CONTRACTOR SHALL AT ALL TIMES, PROTECT SURVEY BENCHMARKS, PROPERTY CORNERS, AND MONUMENTS. IF SUCH POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AND IF REQUIRED BY ORS 209, PAY FOR THEIR REPLACEMENT BY A PROFESSIONAL LAND SURVEYOR. 19. THE CONTRACTOR SHALL PRESERVE ALL TEMPORARY SURVEY CONTROL POINTS AND CONSTRUCTION STAKING AS LONG AS THEY ARE NEEDED FOR CONSTRUCTION ACTIVITIES. 20. NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE AND LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. ALL TRENCHES IN STREET AREAS SHALL BE COVERED WITH STEEL PLATES OR FILLED IN AT NIGHT AND COVERED WITH COLD OR HOT ASPHALT PATCH. 21. CONSTRUCTION CAUSED RIGHT-OF-WAY PAVEMENT DAMAGE SHALL BE TEMPORARILY REPAIRED THE DAY OF THE DAMAGE OR IN A TIME PERIOD AGREED TO BY THE CITY INSPECTOR USING COLD OR HOT ASPHALT MIX. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL THE FINAL REPAIR HAS OCCURRED. 22. IF THE CONTRACTOR ENCOUNTERS GROUND WATER SPRINGS DURING CONSTRUCTION, THEY SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER TO DISCUSS MEASURES TO ENSURE THAT THE WATER IS NOT CONVEYED THROUGH PROJECT UTILITY TRENCHES. THE NATURAL SPRING FLOW PATH SHALL BE ALTERED AS LITTLE AS PRACTICAL. THE PROJECT ENGINEER SHALL SUBMIT TO THE CITY FOR APPROVAL THE SPRING FINDINGS, IMPACTS AND PROPOSED MITIGATION PROCEDURES. 23. ALL PLAN ARE HORIZONTAL DISTANCES AND SHALL BE CONSIDERED APPROXIMATE. PIPE ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SANITARY AND STORM PIPELINES SHALL BE INSTALLED ON A STRAIGHT ALIGNMENT AND ON A UNIFORM GRADE BETWEEN STRUCTURES PER PLAN. PIPELINES SHALL BE INSTALLED SUCH THAT THE PIPE BELL IS POSITIONED AT THE UPSTREAM END OF THE PIPE SEGMENT WITH THE PIPE SPIGOT POSITIONED AT THE END OF THE PIPE. 24. CONTRACTOR SHALL CONTROL PROJECT CONSTRUCTION DUST WITHIN THE PROJECT LIMITS AND NOT ALLOW IT TO DRIFT ONTO ADJACENT PROPERTIES. 25. CONTRACTOR SHALL VACUUM UP SAW CUT SLURRY AS IT IS CREATED. 26. CONTRACTOR SHALL RESTORE ALL CONSTRUCTION-DISTURBED AREAS TO MATCH EXISTING SURROUNDING LANDSCAPING UNLESS PLANS SPECIFY OTHERWISE. 27. PRIOR TO CONSTRUCTION, A CERTIFIED ARBORIST SHALL TRIM TREE LIMBS OVERHANGING THE WORK ZONE THAT MAY BE BROKEN BY CONSTRUCTION ACTIVITIES. AFTER PROJECT COMPLETION, A CERTIFIED ARBORIST SHALL TRIM TREE BRANCHES TO A 13.5 FOOT HEIGHT ABOVE STREET AREAS AND A 9 FOOT HEIGHT ABOVE PEDESTRIAN AREAS. CONTRACTOR SHALL CONSULT WITH CITY STAFF TO COORDINATE CITY REVIEW OF ALL TRIMMING ACTIVITIES. 28. THE CONTRACTOR SHALL HAVE EACH MATERIAL SUPPLIER SUBMIT TO THE ENGINEER PROOF THAT ALL MATERIALS ARE TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. BY ACCEPTANCE TO CONSTRUCT THE PROJECT, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE OR INCORPORATED INTO THE WORK MEETS OR EXCEEDS THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (ODOT/APWA). ANY MATERIALS NOT CONFORMING TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (ODOT/APWA) SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER OR CITY. 29. PRIOR TO CITY ACCEPTANCE, THE CONTRACTOR SHALL CLEAN THE WORK SITE AND ADJACENT AREAS OF ANY CONSTRUCTION RELATED MATERIALS, DEBRIS, DISCARDED ASPHALTIC CONCRETE MATERIAL OR ITEMS DEPOSITED BY THE CONTRACTOR'S PERSONNEL DURING THE PROJECT CONSTRUCTION. 30. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL SUBMIT “REDLINE DRAWINGS” TO THE PROJECT ENGINEER. “REDLINE DRAWINGS” DOCUMENT ALL OF THE CONTRACTOR'S DEVIATIONS AND REVISION FROM THE APPROVED PLANS. THEY ALSO DESCRIBE MATERIALS INCORPORATED INTO THE PROJECT. REDLINE DRAWINGS ARE EXPECTED TO BE NEAT AND LEGIBLE AND PROVIDED TO THE ENGINEER OF RECORD AT LEAST 2 WEEKS PRIOR TO REQUIRING AGENCY SIGN OFF ON PERMITS. 31. A COPY OF THE PERMIT WITH ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS, PROVISIONS, CITY APPROVED CONSTRUCTION PLANS, APPROVED PLAN AMENDMENTS AND THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID ITEMS MUST BE APPROVED BY THE PROJECT ENGINEER AND CITY ENGINEERING IN ADVANCE OF WORK PERFORMANCE. 32. CONSTRUCTION VEHICLES SHALL PARK ON THE CONSTRUCTION SITE. 33. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN THE WORK ZONE OF THIS PLAN SET ALONG WITH THE ACCESS ROADS IN A CLEAN AND SANITARY CONDITION, FREE FROM OBSTRUCTIONS, HAZARDS, DEBRIS, AND TRASH. 34. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL EARTHWORK, TRENCH BACKFILL, ROAD CONSTRUCTION COMPACTION TESTS AND GEOTECHNICAL REVIEWS WITH THE PROJECT GEOTECHNICAL ENGINEER. 35. PUBLIC ROADWAYS SHALL NOT BE CLOSED TO TRAFFIC AT ANY TIME WITHOUT HAVING FIRST A CITY APPROVED TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES AND SCHOOL DISTRICTS. 36. A TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY PRIOR TO ANY CONSTRUCTION WORK WITHIN THE RIGHT OF WAY. TRAFFIC CONTROL DEVICES, FLAGGING PERSONNEL, ETC., SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION WORK WITHIN THE RIGHT OF WAY. DEVICES SHALL BE EFFECTIVELY MAINTAINED. DEMOLITION NOTES 1. INSTALL EROSION CONTROL MEASURES AND TEMPORARY FENCING PRIOR TO ANY DEMOLITION ACTIVITIES. 2. ALL VEGETATION AND DELETERIOUS MATERIALS WITHIN THE LIMITS OF WORK SHALL BE STRIPPED AND REMOVED FROM THE SITE PRIOR TO GRADING WORK, UNLESS NOTED OTHERWISE (I.E. PROTECTED TREES). 3. PROTECT ALL EXISTING LANDSCAPING AT AND BEYOND LIMITS OF WORK. 4. PROTECT ALL UNDERGROUND UTILITY SERVICES AND CONDUIT UNLESS NOTED OTHERWISE. 5. WHERE APPLICABLE, VERIFY DISCONNECT OF GAS AND ELECTRIC WITH UTILITY. CUT/CAP UTILITY SERVICES (STORMWATER AND SANITARY WITHIN 5 FEET OF EDGE OF R.O.W.) CAP WATERLINE ON OWNER'S SIDE OF METER AND PERFORM OTHER DEMOLITION TASKS AS REQUIRED. ADDITIONAL REMOVALS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CONTRACTOR SHALL CONFIRM ACCORDINGLY PRIOR TO BID. GRADING CONSTRUCTION NOTES 1. ROUGH GRADING: ROUGH GRADE TO ALLOW FOR DEPTH OF PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECIFICATIONS. 2. FINISH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, HARDSCAPE FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. SOFTSCAPE GRADES (INCLUDING ADDITIONAL DEPTH OF TOPSOIL) SHALL BE SET 1-2 INCHES WHERE ABUTTING WALKWAYS OR CURBS, OR MATCHING OTHER SOFTSCAPE GRADES. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. 3. EXCAVATION: EXCAVATE FOR PAVING AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE LOCAL AGENCY AND STATE AGENCY REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 5. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE ENGINEER AND/OR GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 6. SITE TOPSOIL STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 7. CONTRACTOR TO REVIEW AND CONFIRM GRADES AT JOIN POINTS, SUCH AS AT DAYLIGHT LIMITS PRIOR TO CONSTRUCTION. 8. ALL PEDESTRIAN PATHWAYS SHALL BE COMPLIANT WITH LOCAL ACCESSIBILITY CODES UNLESS SPECIFICALLY DESIGNATED OTHERWISE. UTILITY CONSTRUCTION NOTES 1. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 2. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 3. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. 4. IF APPLICABLE, CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE LANDSCAPE PLANS AND SPECIFICATIONS. 5. CONTRACTOR TO MAINTAIN MINIMUM 3 FEET OF COVER OVER ALL UTILITY PIPING AND CONDUITS, UNLESS NOTED OTHERWISE. 6. SEE CITY OF WOODBURN DETAIL NO. 3800-1 FOR TRENCHING REQUIREMENTS. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE TO VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 7. PRODUCT MATERIAL SUBMITTALS FOR REVIEW BY THE ENGINEER SHALL BE ACCOMPANIED BY A MANUFACTURER'S CERTIFICATION THAT THE PRODUCT IS CAPABLE OF MEETING PERFORMANCE EXPECTATIONS (I.E. - WATERTIGHT, MINIMUM/MAXIMUM BURIAL, PREVENTION OF GROUNDWATER INTRUSION, ETC.) BASED ON THEIR REVIEW OF THE PROJECT PLANS. IN THE ABSENCE OF A MANUFACTURER'S CERTIFICATION, THE GENERAL CONTRACTOR'S REVIEW STAMP SHALL CONSTITUTE THAT THEY HAVE PERFORMED THE NECESSARY REVIEW TO CERTIFY THE PRODUCT'S CONFORMANCE TO PROJECT SPECIFICATIONS AND GENERAL EXPECTATIONS. 8. CONTRACTOR SHALL FLUSH AND CLEAN DEBRIS FROM PIPE AND MANHOLES, THEN MANDREL PVC MAINS. 9. WHEN TRENCH CONSTRUCTION IS LOCATED THROUGH AN EXISTING ASPHALT PAVED SURFACE, CONTRACTOR SHALL INSTALL HOT ASPHALT CEMENT OR TEMPORARY COLD MIX ON TRENCH SURFACE PRIOR TO OPENING THE WORK ZONE TO PUBLIC VEHICULAR ACCESS EACH DAY. 10. ALL WATER, STORM DRAIN, AND PUBLIC SEWER MAIN PIPES ARE REQUIRED TO HAVE TRACER WIRES, INCLUDING DUCTILE IRON PIPES AND SERVICES TO AND FROM MAIN TO PROPERTY LINES. WATER NOTES 1. ALL WATERLINE WORK AND MATERIALS SHALL CONFORM TO THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES AND AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS AND CITY OF WOODBURN TECHNICAL SPECIFICATIONS AND TESTING REQUIREMENTS. 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC MAINS. 3. ALL WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE. ALL FITTINGS 4 INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE DUCTILE IRON FITTINGS IN CONFORMANCE WITH AWWA C-153 OR AWWA C-110. THE MINIMUM WORKING PRESSURE FOR ALL MJ CAST IRON OR DUCTILE IRON FITTINGS 4 INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE 350 PSI FOR MJ FITTINGS AND 250 PSI FOR FLANGED FITTINGS. 4. UNLESS OTHERWISE APPROVED BY CITY ENGINEER, ALL VALVES SHALL BE FLANGE CONNECTED TO ADJACENT TEES OR CROSSES. ALL OTHER FITTINGS SHALL BE MECHANICAL JOINTS. 5. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL BE TYPE K SOFT COPPER TUBING CONFORMING TO ASTM B-88. 6. DOMESTIC AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL CONFORM TO REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. 7. CONTRACTOR SHALL INSTALL TEMPORARY PLUG AND BLOWOFF AS REQUIRED AT THE END OF WATERLINE OR OTHER LOCATIONS FOR FLUSHING, TESTING, AND CHLORINATION AS NEEDED. 8. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE TO BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO ANY MAIN LINE OR BUILDING BE INTERRUPTED FOR MORE THAN FOUR HOURS IN ANYONE DAY. CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND BUSINESS A MINIMUM OF 24 BUSINESS HOURS (ONE BUSINESS DAY) PRIOR TO ANY INTERRUPTION OF SERVICE. 9. SANITARY SEWER LATERAL CROSSINGS. WHERE SANITARY SEWER LINES CROSS ABOVE OR WITH 18-INCHES VERTICAL SEPARATION BELOW A WATER LINE, SEWER MAINS AND/OR LATERAL SHALL BE REPLACED WITH C-900 PVC (DR18) PIPE AT THE CROSSING. CENTER ONE FULL LENGTH (20') OF PVC PIPE CONFORMING TO AWWA C-900 (DR18) AT THE CROSSING. CONNECT TO THE EXISTING SEWER LINES WITH APPROVED RUBBER COUPLINGS. 10. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 48 INCHES OF COVER TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. 11. ALL TEES, BENDS AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH MECHANICAL JOINTS (MEGALUG SERES 1100), OR APPROVED EQUAL. USE FIELD LOCK GASKETS IN ALL PUSH-ON PIPE JOINTS. 12. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED. POTABLE WATER TEST SHALL BE APPROVED BY THE OREGON STATE HEALTH DEPARTMENT AND CITY OF WOODBURN PRIOR TO ANY METERED SERVICE HOOKUP. CONTRACTOR SHALL INSTALL TEMPORARY PLUG AND BLOWOFF AS REQUIRED AT THE END OF WATERLINE FOR FLUSHING, TESTING AND CHLORINATION. WATER LINES SHALL BE PRESSURE TESTED PER AWWA C-600 AS LISTED BY AWWA. WATER LINE DISINFECTION SHALL CONFORM TO AWWA C-601 AND CITY OF WOODBURN REQUIREMENTS. 13. PROVIDE TRACE WIRE FOR ALL MAINS. ALL WATER MAINS SHALL BE RESTRAINED MECHANICAL JOINTS, FIELD-LOCK GASKETS AND THRUST BLOCKS AS SPECIFIED. ALL FITTINGS SHALL BE RESTRAINED. STORM DRAIN NOTES 1. MANDREL TESTING. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM DRAIN PIPES (I.E. HDPE, PVC, ETC.) BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. 2. CLEANING. PRIOR TO MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL DRAINS, AND REMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES, MANHOLES AND CATCH BASINS. 3. STORM DRAIN PIPE SHALL BE AS SHOWN ON THE PLANS. 4. CONCRETE AND PVC PIPE SHALL BE LAID WITH RUBBER RING JOINTS. ALL STORMPIPE JOINTS SHALL BE WATERTIGHT REGARDLESS OF SPECIFIED OR SELECTED MATERIAL. 5. MINIMUM COVER ON STORM LINES IS 36" FROM THE TOP OF THE PIPE TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. LINES WITH LESS THAN 36" COVER SHALL BE REINFORCED CONCRETE. WHEN INSTALLED IN TRAFFIC AREAS PROVIDE A CONCRETE CAP. 6. THE LOCATION AND/OR STATIONING AND THE DEPTH FROM THE INVERT FROM THE TOP OF CURB TO THE INVERT ELEVATION OF ALL STORM DRAIN LATERAL SHALL BE RECORDED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. 7. TV INSPECTIONS REPORT SHALL BE SUBMITTED AND RECORDED USING THE LATEST VERSION OF NASSCO'S PACP/MACP. 8. ALL SEWER MANHOLES SHALL BE SEALED AND LEAK TESTED. SEE ADDITIONAL NOTES ON SHEET R0.11 SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R0.10 GENERAL NOTES TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- [PHONE REDACTED] QWEST CITY WATER NW NATURAL GAS [PHONE REDACTED] PGE [PHONE REDACTED] NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR [PHONE REDACTED] THROUGH OAR [PHONE REDACTED]. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). [PHONE REDACTED] Dig Safely. EMERGENCY TELEPHONE NUMBERS Call the Oregon One-Call Center DIAL 811 or 1-[PHONE REDACTED] VERIZON [PHONE REDACTED] POTENTIAL UNDERGROUND FACILITY OWNERS EXISTING PROPOSED RIGHT-OF-WAY LINE BOUNDARY LINE CENTERLINE PROPERTY LINE CURB WETLAND BOUNDARY EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE POWER LINE OVERHEAD WIRE TRAFFIC SIGNAL WIRE TELEPHONE LINE TELEVISION LINE GAS LINE STORM SEWER LINE SANITARY SEWER LINE WATER LINE TOE OF SLOPE FROM CURB TREE CONTROL MANHOLE FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION VALVE WATER METER WATER VALVE BACKFLOW PREVENTOR WATER VAULT STORM/SANITARY MANHOLE STORM SEWER CATCH BASIN GAS VALVE GAS METER SIGN MAIL BOX FOUND SURVEY MONUMENT GUY WIRE ANCHOR UTILITY POLE POWER VAULT POWER JUNCTION BOX POWER TRANSFORMER LIGHT POLE TELEPHONE/TELEVISION VAULT SIGNAL JUNCTION BOX ADA COMPLIANT CURB RAMP SLOPE ARROW SLOPE ARROW FULL DEPTH ASPHALT PAVEMENT ASPHALT OVERLAY W M TFR SGB T EB S P WAT D PWR OHW TEL GAS STM SAN WAT X X GV FDC WTB TS TV WDC WV GM MB LEGEND ABBREVIATIONS CENTER LINE PROPERTY LINE AC ASPHALT CONCRETE BC BOTTOM OF CURB ELEVATION BCR BEGIN CURB RETURN BW BACK OF WALK ELEVATION CB CATCH BASIN CI CAST IRON CO CLEANOUT CLR CLEAR CVR COVER DI DUCTILE IRON DW DOMESTIC WATER ECR END CURB RETURN EG EXISTING GRADE ELEVATION ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION/SEDIMENT CONTROL EW EACH WAY EX EXISTING FG FINISHED GRADE ELEVATION FH FIRE HYDRANT FL FLOWLINE ELEVATION GUTT GUTTER LINE GB GRADE BREAK IE INVERT ELEVATION LT LEFT ME MATCH EXISTING ELEVATION MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER ODOT OREGON DEPARTMENT OF TRANSPORTATION OSHA OREGON STATE HEALTH AUTHORITY PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PR PROPOSED PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY RIM RIM ELEVATION R.O.W. RIGHT OF WAY RT RIGHT SS SANITARY SEWER STA STATION SW SIDEWALK TC TOP OF CURB ELEVATION TYP TYPICAL SEWER MAIN NOTES 1. UNLESS OTHERWISE SHOWN, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY SPECIFICATIONS AND STANDARD DRAWINGS. 2. ALL PRECAST MANHOLES SHALL BE PROVIDED WITH INTEGRAL RUBBER BOOTS. WHERE MANHOLES WITH INTERNAL RUBBER BOOTS ARE NOT USED, A FLEXIBLE JOINT SHALL BE PROVIDED ON ALL MAINLINES WITHIN 1.5 FEET OF THE OUTSIDE FACE OF THE MANHOLE. LOCKDOWN LIDS REQUIRED ON ALL MANHOLES OUTSIDE OF PUBLIC RIGHT-OF-WAY. 3. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURES. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF AUTHORIZED BY CITY ENGINEER. 4. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE. LEAKAGE TESTS SHALL INCLUDE AN AIR TEST OF ALL SEWER MAINS AND LATERALS AND VACUUM TESTING OF THE MANHOLES IN ACCORDANCE WITH CITY OF WOODBURN PROCEDURES. 5. CLEANING. PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, FLUSH AND CLEAN ALL SEWERS OF ALL FOREIGN MATERIAL FROM THE MAINLINES AND MANHOLES. 6. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. 7. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING, AND REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES IN ACCORDANCE WITH APWA 303.3.11. THE TV INSPECTION SHALL BE CONDUCTED BY AN APPROVED TECHNICAL SERVICE WHICH IS EQUIPPED TO MAKE AUDIOVISUAL RECORDING OF THE TV INSPECTIONS ON CD. UNLESS OTHERWISE REQUIRED BY AGENCY WITH JURISDICTION, A STANDARD 1" DIAMETER BALL SHALL BE SUSPENDED IN FRONT OF THE CAMERA DURING THE INSPECTION. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE CD AND WRITTEN REPORT SHALL BE DELIVERED TO THE CITY. TB REPORT SHALL BE DONE BY AN APPROVED CITY OF WOODBURN PROGRAM. CONTACT CITY OF WOODBURN FOR APPROVED PROGRAM PRIOR TO TV INSPECTION. 8. SANITARY SEWER TV REPORTS SHALL BE RECORD VIDEO INSPECTION USING THE LATEST VERSION OF NASSCO'S PACP/MACP. FURNISH RECORDINGS ON NASSCO PACP/MACP PROGRAM AND INVENTORY SHEETS ON CD INCLUDING A TEST FILE TO INDICATE THE PROJECT NUMBER AND NAME, DATE OF INSPECTION, PIPE SEGMENT NUMBER, CONTRACTOR'S NAME AND WHETHER IT IS A PRE-CONSTRUCTION OR POST-CONSTRUCTION VIDEO, FILENAMES, AND DESCRIPTION OF THE FILE CONTENTS. 9. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 36" FROM THE TOP OF THE PIPE TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. MAXIMUM COMPACTION TEST SPACING OVER PUBLIC SANITARY LINES IS 150'. 10. ALL SANITARY SERVICE LATERAL CONNECTIONS AT THE MAIN ARE TO BE TEES UNLESS OTHERWISE NOTED. 11. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN WATER AND SANITARY SEWER LINES EXCEPT AT CROSSING. VERTICAL SEPARATION SHALL BE A MINIMUM OF 18 INCHES CLEAR DISTANCE WHERE WATER LINES CROSS OVER SANITARY SEWER LINES. PVC C-900 PIPE SHALL BE USED (FOR SEWER) 10 FEET ON EITHER SIDE OF THE CROSSING WHEN THE CLEAR DISTANCE BETWEEN THE WATER LINE AND SANITARY SEWER LINE IS LESS THAN 18 INCHES. PRIVATE UTILITY NOTES: 1. ALL NEW PRIVATE UTILITIES (POWER, CABLE, TV, TELEPHONE, GAS) SHALL BE INSTALLED UNDERGROUND. INSTALLATION OF PRIVATE UTILITIES IN A COMMON TRENCH WITH WATER, SANITARY SEWER, OR STORM SEWER IS PROHIBITED. 2. CONTRACTOR OR DEVELOPER SHALL COORDINATE WITH POWER, TELEPHONE, TV (CABLE) COMPANIES, GAS FOR DESIGN AND INSTALLATION FOR THEIR FACILITIES. TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. ALL CHANGES IN DIRECTION OF UTILITY CONDUITS RUNS SHALL BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 3. CONTRACTOR/DEVELOPER SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES FOR RELOCATION OF POWER POLES, VAULTS, VALVES, ETC. STREET CONSTRUCTION NOTES: 1. THE EXACT LOCATION OF ASPHALT SAW CUT LINES AND PAVEMENT RESTORATION LIMITS SHALL BE FIELD DETERMINED BY THE CITY INSPECTOR. 2. AGGREGATE TRENCH AND STREET COMPACTION SHALL BE 95% OR BETTER OF ASTM D-1557 (MODIFIED PROCTOR AASHTO T-180). 3. GALVANIZED STREET SIGN POSTS SHALL BE 2 3/8 INCH O.D. (0.065 WALL THICKNESS) SQUARE, PERFORATED STEEL BREAKAWAY POSTS. BURY POST DEPTH OF 2 FEET MINIMUM. 4. INSTALL WET SET, YELLOW TRUNCATED DOMES 2 FOOT LONG BY FULL RAMP WIDTH. COVER INSTALLED PANELS IN PROTECTIVE PLASTIC UNTIL FINAL INSPECTION. SELECT TRUNCATED DOMES FROM ODOT QUALIFIED PRODUCT LIST (QPL). 5. ASPHALT PAVEMENT DENSITY TESTING SHALL BE TAKEN 1 TEST FOR EVERY 100 CONSECUTIVE TONS OF MIX. CITY INSPECTOR WILL DETERMINE TESTING AMOUNT ON PROJECTS WITH LESS THAN 100 TONS OF MIX. EACH TEST SHALL CONSIST OF A SERIES OF TWO READINGS. FOR A SPECIFIED LIFT THICKNESS OF 1½ INCH OR GREATER, THE MIXTURE SHALL BE COMPACTED TO AT LEAST 91 PERCENT OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY ODOT TM 306C. 6. TO PROTECT TREE WELLS AND LANDSCAPE AREAS IN PARKING AREAS, INSTALL 6"x6" BROWN, PRESSURE TREATED LANDSCAPE TIMBERS SET 4" ABOVE SURROUNDING FINISH GRADE. PIN TIMBERS TO GROUND WITH # 8 RE-BAR 18" MINIMUM LENGTH, ON 2' CENTERS. TIMBERS SHALL BE CONNECTED TO EACH OTHER WITH LAP JOINTS. 7. FRANCHISE UTILITY CONDUIT CROSSINGS SHALL BE ELECTRICAL GRADE SCHEDULE 40 PVC OR AS SPECIFIED BY THE APPLICABLE FRANCHISE CARRIER. THE CONDUIT SHALL BE EXTENDED 10' PAST RIGHT-OF-WAY LINES OR PUBLIC UTILITY EASEMENTS AND HAVE A MINIMUM COVER OF 36”. 8. IN ADDITION TO THE REQUIRED COMPACTION TESTING, THE CITY REQUIRES A PROOF ROLL USING A FULLY LOADED 10-YARD DUMP TRUCK TO VERIFY SUBGRADE COMPACTION, BASE ROCK COMPACTION AND LEVELING ROCK COMPACTION. 9. SOFT SUBGRADE MATERIAL FOUND IN THE STREET TYPICAL CONSTRUCTION SECTION, SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 3/4" MINUS AGGREGATE. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180 (ASTM D-1557). 10. CONTRACTOR SHALL CONSTRUCT WHEELCHAIR RAMPS AND CONNECTION RAMPS TO BE ADA COMPLIANT. ADA COMPLIANT RAMP SLOPES GOVERN OVER SPOT RAMP ELEVATIONS. 11. ALL RIGHT-OF-WAY CONCRETE SIDEWALKS SHALL BE STANDARD CONCRETE COLOR. 12. SIDEWALK PEDESTRIAN ZONE SHALL BE KEPT CLEAR OF TRIP HAZARDS SUCH AS CLEANOUT BOXES, WATER METER BOXES, FRANCHISE UTILITY BOXES, STREET FURNITURE, STREET LIGHTS, ETC. 13. ALL NEW OR REPLACED ROADWAY STRIPING OR MARKINGS SHALL BE METHYL METHACRYLATE AND MATCH THE COLOR AND WIDTH OF THE DISTURBED STRIPING/MARKINGS OR AS SPECIFIED ON PLANS. 14. CONTRACTOR SHALL AS-BUILT ANY EXISTING ROADWAY STRIPING TO BE REPLACED PRIOR TO CONSTRUCTION AND FURNISH COPIES TO BOTH THE ENGINEER AND THE CITY TRAFFIC ENGINEER. AFTER CONSTRUCTION, ALL STRIPING SHALL BE REPLACED PER THE AS-BUILT AND NOTE 14 ABOVE. 15. STATIONING AND OFFSETS OF THE STREET TREES SHOWN ON PLANS ARE TO THE CENTER OF THE TRUNK. 16. ALL PEDESTRIAN AREAS (INCLUDING SIDEWALKS AND ADA WHEELCHAIR RAMPS) SHALL COMPLY WITH CURRENT ADA REQUIREMENTS AT TIME OF CONSTRUCTION. EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES 1. EROSION AND SEDIMENT CONTROL SHALL ADHERE TO THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVED 1200-C PERMIT AND PLANS. 2. NO WORK SHALL OCCUR WITHIN WETLAND BOUNDARIES. ENGINEER OF RECORD CONSTRUCTION INSPECTION NOTES: 1. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH ALL APPLICABLE PARTIES AT LEAST ONE WEEK PRIOR TO THE SCHEDULED START OF CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE AUTHORITIES HAVING JURISDICTION (AHJ) WITH REGARD TO REQUIRED INSPECTIONS AND TESTING REPORTS. CONTRACTOR SHALL FURNISH ALL REQUIRED INSPECTION AND TESTING REPORTS TO THE ENGINEER OF RECORD AND KEEP A CLEAN RECORD OF THESE DOCUMENTS TO BE PROVIDED TO THE CITY AT PROJECT CLOSE-OUT. 3. THE CONTRACTOR SHALL PUBLISH A DETAILED SCHEDULE OF CONSTRUCTION ACTIVITIES SUCH THAT THE ENGINEER OF RECORD CAN DETERMINE A SCHEDULE OF INSPECTION OBSERVATIONS UPON WHICH THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE REQUIRED INSPECTION OBSERVATION. 4. ENGINEER OF RECORD IS RESPONSIBLE FOR DIRECTLY COORDINATING CONSTRUCTION SCHEDULES WITH THE CITY'S ENGINEERING DIVISION SUCH THAT THE CITY'S INSPECTOR CAN BE PRESENT FOR INSPECTIONS THAT REQUIRE THE CITY TO BE PRESENT. THE ENGINEER OF RECORD WILL RELY ON THE DETAILED SCHEDULE OF CONSTRUCTION ACTIVITIES PROVIDE BY THE CONTRACTOR. ANY UPDATES TO THE SCHEDULE MUST BE PROVIDED TO THE ENGINEER OF RECORD AT LEAST 48 HOURS PRIOR TO THE REQUIRED CITY INSPECTION. STREET LIGHTING NOTES: 1. STREET LIGHTING SHALL COMPLY WITH CITY AND PGE REQUIREMENTS UNDER PGE'S OPTION B FOR STREETLIGHTS INSTALLATION. 2. STREET LIGHTING TO INCLUDE ALL CONDUIT, WIRING. CONTROLLER ETC. REQUIRED FOR PUBLIC STREET LIGHTING SYSTEM. STREET IRRIGATION NOTES: 1. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. TIE INTO A SEPARATE SUBMETER FOR THE PUBLIC IMPROVEMENTS SYSTEM. IN THE FUTURE THE ONSITE SYSTEM WILL BE CONTINUED VIA A SEPARATE STUB OR SUBMETER. 2. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN. PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE. 3. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 4. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER. 5. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAY ONTO SIDEWALKS, PARKING AREAS, OR OTHER NON-VEGETATED SURFACES. 6. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. 7. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE OR HARD SURFACING. 8. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 9. REFER TO CIVIL DETAILS AND DETAILS ON R5.14 FOR POINT OF CONNECTION AND BACKFLOW PREVENTION INFORMATION. 10. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY. 11. CONTROLLER TO BE MOUNTED WITHIN LOCKING METAL PEDESTAL. GENERAL CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 12. ZONE THE FOLLOWING AREAS SEPARATELY: STORMWATER AREAS, PERMANENT LANDSCAPE AREAS, AND TREES. 13. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX. 14. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 15. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS. STREET PLANTING NOTES: 1. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 2. TREES SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH BRANCHES TO SUPPORT HEALTHY GROWTH. 3. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER UNDERGROUND PIPING. 4. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE. 5. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED. 6. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOIL AMENDMENTS. 7. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILS TESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION. 8. ALL TREE RINGS AREAS SHALL BE 3-FT DIAMETER AND COVERED BY A LAYER OF ORGANIC MULCH TO A MINIMUM DEPTH OF 2-INCHES. ALL OTHER LANDSCAPE AREA WITHIN THE PLANTING STRIP SHALL BE SEEDED WITH GRASS MIX. 9. SEED MIX FOR LAWN: NW SUPREME LAWN MIX BY SUNMARK SEEDS OR APPROVED EQUAL. RATE PER MANUFACTURERS RECOMMENDATIONS. 10. COORDINATE TIMING OF STORMWATER FACILITY INSTALLATION TO ALLOW FOR SEED TO ESTABLISH PRIOR TO FACILITY INUNDATION. PROVIDE PUMP AS NECESSARY UNTIL VEGETATION IS ESTABLISHED. 11. SEED MIX FOR STORMWATER FACILITY: CWS LOW GROW SWALE BY PROTIME SEEDS OR APPROVED EQUAL. RATE PER MANUFACTURERS RECOMMENDATIONS. SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.11.DWG:R0.11 TP 12/07/22 08:06 1:0.08 R0.11 GENERAL NOTES (CONTINUED) AND LEGEND TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 74' 31' 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' 6' 1.5% EXISTING EAST PROPERTY LINE 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 12" STORM LINE EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 ULTIMATE EAST R.O.W. 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE COMPACTED APPROVED SUBGRADE SUBGRADE GEOTEXTILE INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT TYPE C CURB DETAIL 4100-2/R5.10 ℄ 74' VARIES 31' - 8' 2.0% 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' VARIES 6' - 29' 1.5% EXISTING EAST PROPERTY LINE PAVED AREA VARIES 0' - 24' 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 18" STORM LINE EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, 4100-1/R5.10 TYPE C CURB DETAIL 4100-2/R5.10 ULTIMATE EAST R.O.W. COMPACTED APPROVED SUBGRADE SUBGRADE GEOTEXTILE 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.12.DWG:3042 TP 12/07/22 08:06 1:5.00 R0.12 ROADWAY SECTION DETAILS- EVERGREEN RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD - PROPOSED STA = START TO 15+59.5 1 R0.12 EVERGREEN RD - PROPOSED STA =15+59.5 TO 18+78.04 2 R0.12 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 74' LANDSCAPE AREA VARIES 5.5' - 12.68' 2.0% WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 18" STORM LINE 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' 24' EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 1.5% EXISTING EAST PROPERTY LINE CURB AND GUTTER DETAIL 4100-1/R5.10 COMPACTED APPROVED SUBGRADE 8' P.U.E. SUBGRADE GEOTEXTILE PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.13.DWG:3042 TP 12/07/22 08:06 1:5.00 R0.13 ROADWAY SECTION DETAILS- EVERGREEN RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD - PROPOSED STA =18+78.04 TO END 1 R0.13 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 32' 2.0% 22' 6' PROPOSED R.O.W. 1.5% 5' 1' 3:1 MAX. 3' 2:1 MAX. SLOPE EASEMENT 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, ONE 3" LIFT, SECOND COURSE, ONE 2" LIFT) EXISTING SOUTH PROPERTY LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 EXISTING GRADE 15" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE COMPACTED APPROVED SUBGRADE MATCH PROPOSED SITE GRADES EXISTING GRADE INSTALL 12" WATER LINE INSTALL 12" STORM LINE INSTALL 12" SANITARY LINE SUBGRADE GEOTEXTILE SUBGRADE GEOTEXTILE 16' INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT PUBLIC UTILITY EASEMENT TYPE C CURB DETAIL 4100-2/R5.10 15' TEMPORARY CONSTRUCTION EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.14.DWG:R0.14 TP 12/07/22 08:06 1:5.00 R0.14 ROADWAY SECTION DETAIL - INDUSTRIAL RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date DETAIL NOT USED STA =START TO 50+63.32 1 R0.14 INDUSTRIAL RD - PROPOSED STA =29+97 TO END 2 R0.14 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 5 8+00 9+00 10+00 11+00 12+00 41+00 42+00 43+00 44+00 44+48 EVERGREEN RD PARR ROAD INDUSTRIAL RD PARR ROAD R=40' R=40' 6' 12' 12' 12' 6' 5' 12' 12' 12' 5' 6' 12' 12' 12' 12' 12' 12' 6' R=150' R=50' R=62' R=100' R=500' REVISION SCHEDULE Issued As Delta Issue Date *222008500* C:\TEMP\ACPUBLISH_3692\085-R0.20.DWG:R0.20 TP 12/07/22 14:09 1:20 R0.20 PARR RD AND EVERGREEN RD INTERSECTION ULTIMATE PLAN (FUTURE) TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PARR RD AND EVERGREEN RD INTERSECTION ULTIMATE PLAN 1 R0.20 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- N2°16'01"E 541.50' 9+00 10+00 11+00 12+ 9+00 10+00 11+00 12+ 42+00 43+00 < < < V STRM MH 05 STA=10+71.19 (33.09' LT) SEE DETAIL 7500-1/R5.13 24' SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE START OF PROPOSED CURB AT STA. 10+32.36 SEE DETAIL 4100-2/R5.10 RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PT STA=8+99.97 (90.06' LT) PRC STA=9+50.08 (19.79' LT) 1 R0.12 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 10+71.19 (3.00' RT) IE= 181.05 R=200' R=30' R=60' STRM MH 04 SEE PLAN AND PROFILE SHEET R2.16 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN RELOCATE EXISTING MAILBOX FURTHER TO THE NORTH EXISTING DRIVEWAY IMPROVEMENT AREA 8' P.U.E. 6' 6' 1' 6' PROPOSED RAMP PROPOSED RAMP PRC STA 41+95.25 (39.90' LT) 36 LF 12" PVC STM @ 2% R=50' R=100' PRC STA 41+66.96 (30.45' LT) R=500' PVC STA 10+84.13 (24.00' LT) 12" STM @ 1.04% EVERGREEN RD PARR ROAD PARR ROAD EX. 183.40 INDUSTRIAL RD SLOPE ASPHALT AT 7.5% TO MATCH EXISTING GROUND(APPROXIMATELY 20' LONG) ASPHALT SECTION 3" AC OVER 8" CRUSHED ROCK 2% 7.5% EX. 183.36 EXTEND EXISTING DITCH TO THE WEST OUTFALL IE = 181.49 (10") DITCH INLET RIM = 182.00 IE = 181.94 (10") PROTECT EXISTING GAS LINE AT CROSSING. REMOVE EXISTING STORM CULVERTS REGRADE DITCH TO FLOW SOUTH TO THE DITCH INLET REGRADE THIS AREA TO FLOW TO DITCH AND DITCH INLET 151 LF 10" D.I. PIPE @ 0.30% TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. 28 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% STRM MH 04(FLAT-TOP MH) SEE PROFILE SHEET R2.16 64 LF 12" RCP @ 0.30% 151 LF 12" PVC @ 0.30% STRM MH 05 STA=10+71.19 RIM=184.58 IE IN=180.33(12"S) IE IN=180.29(12"W) IE IN=180.33(12"E) IE OUT=180.13(12"N) LP STA=9+98.25 LP ELEV=184.00 PVI STA=10+20.00 PVI ELEV=183.65 K=60.00 VC=136.50' BVCS=9+51.75 BVCE=184.18 EVCS=10+88.25 EVCE=184.67 BVCS=11+89.43 BVCE=184.96 S=-0.78% S=1.50% S=-1.00% HP STA=11+47.50 HP ELEV=185.23 PVI STA=11+40.00 PVI ELEV=185.45 K=30.00 VC=75.00' BVCS=11+02.50 BVCE=184.89 EVCS=11+77.50 EVCE=185.08 SSWR MH 10 STA=10+14.33 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) SSWR MH 01 STA=10+33.65 RIM=183.75 IE IN=171.29(15"SW) IE OUT=171.09(15"N) EXISTING 24" STORM LINE ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 11+80 27' L 2" ACCOLADE ELM TREE TABLE REVISION SCHEDULE Issued As Delta Issue Date PROFILE - START TO STA 12+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' 2 R1.10 MATCHLINE - SHEET R1.11 - STA 12+00 168 172 176 180 184 164 8+00 9+00 10+00 11+00 12+00 188 192 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.10 TP 12/07/22 13:50 1:20 R1.10 EVERGREEN RD - STREET AND STORM - START TO STA 12+00 TP RJH MATCHLINE - SHEET R1.11 - STA 12+00 EXISTING GRADE AT ROAD CENTERLINE SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PROPOSED GRADE AT ROAD CENTERLINE PLAN - START TO STA 12+00 1 R1.10 168 172 176 180 184 164 188 192 SEE SHEET R2.16 FOR INDUSTRIAL RD SHEETS. SEE SHEET R4.10 FOR INTERSECTION PLAN INSTALL 22' CONCRETE DRIVEWAY CENTERLINE STA. 11+35 SEE CITY OF WOODBURN DETAIL 4150-1/R5.11 INSTALL 6" DIAMETER D.I. CULVERT UNDER NEW DRIVEWAY. PIPE INVERT TO MATCH EXISTING GROUND REMOVE FENCE AT NEW ASPHALT LOCATION REGRADE DITCH IF NEEDED TO FLOW TO DITCH INLET SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X N2°16'01"E 541.50' +00 13+00 14+00 15+00 16+00 L=35.53 Δ=4°04'16" R=500.00 +00 13+00 14+00 15+00 16+00 STRM MH 06 STA=12+20.02 (13.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 07 STA=16+00.05 (11.15' LT) SEE DETAIL 7500-1/R5.13 1' 24' 6' VARIES 1.11'- 22.68' 24' 6' 6' 1' 15' EASEMENT 8' P.U.E. SIDEWALK, SEE DETAIL 4150-8/R5.11 R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE PROTECT EXISTING FIRE HYDRANT BEGIN TAPER STA=15+41.72 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.12 FOR ENLARGEMENT PLAN PROPOSED STREET LIGHT AND JUNCTION BOX INSTALL 26' CONCRETE DRIVEWAY CENTERLINE STA. 15+19.85 SEE CITY OF WOODBURN DETAIL 4150-1/R5.11 RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 12+20.02 (3.00' RT) IE= 180.01 1 R0.12 2 R0.12 DITCH INLET AT CURB BREAK, SEE DETAIL 2/R5.11 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 15+98.84 (5.81' RT) IE= 179.21 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.12 FOR ENLARGEMENT PLAN PROPOSED CURB, SEE DETAIL 4100-2/R5.10 PROPOSED CURB, SEE DETAIL 4100-2/R5.10 6' 6' 6' 24.3' EASEMENT 17 LF 12" PVC STM @ 2% 17 LF 12" PVC STM @ 2% 12" STM @ 0.22% 8" STM @ 0.43% 33 LF 12" D.I. PIPE @ 0.25% EVERGREEN RD STA=15+41.71 PC ELEV=186.41 STA=15+77.24 PT ELEV=186.12 400 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% 380 LF 12" PVC @ 0.19% 156 LF 12" PVC @ 0.58% STRM MH 06 STA=12+20.01 RIM=184.46 IE IN=179.68(12"S) IE IN=179.68(12"W) IE IN=179.68(12"E) IE OUT=179.58(12"N) STRM MH 07 STA=16+00.05 RIM=186.17 IE IN=178.87(12"S) IE IN=178.87(12"E) IE IN=179.68(12"W) IE OUT=178.77(12"N) LP STA=12+49.43 LP ELEV=184.66 PVI STA=12+50.45 PVI ELEV=184.35 K=60.00 VC=122.05' EVCS=13+11.47 EVCE=184.98 S=-0.80% S=1.03% HP STA=14+96.35 HP ELEV=186.60 PVI STA=14+90.00 PVI ELEV=186.82 K=54.49 VC=100.00' BVCS=14+40.00 BVCE=186.31 EVCS=15+40.00 EVCE=186.42 SSWR MH 02 STA=14+15.86 RIM=185.68 IE IN=169.94(15"S) IE OUT=169.74(15"N) PROPOSED GRADE AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE EXISTING 24" STORM LINE 14.15' ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 12+30 27' L 2" ACCOLADE ELM EVERGREEN RD 12+80 27' L 2" ACCOLADE ELM EVERGREEN RD 13+30 27' L 2" ACCOLADE ELM EVERGREEN RD 13+80 27' L 2" ACCOLADE ELM EVERGREEN RD 14+30 27' L 2" ACCOLADE ELM EVERGREEN RD 14+80 27' L 2" ACCOLADE ELM EVERGREEN RD 15+64 26.5' L 2" ACCOLADE ELM EVERGREEN RD 16+15 26.5' L 2" ACCOLADE ELM TREE TABLE MATCHLINE - SHEET R1.12 - STA 16+60 16+00 15+00 14+00 13+00 12+00 MATCHLINE - SHEET R1.12 - STA 16+60 2 R1.11 PROFILE - STA 12+00 TO STA 16+60 HORIZONTAL SCALE:1"=20' VERTICAL SCALE 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.11 EVERGREEN RD - STREET AND STORM - STA 12+00 TO STA 16+60 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.11 TP 09/20/22 07:24 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 12+00 TO STA 16+60 1 R1.11 MATCHLINE - SHEET R1.10 - STA 12+00 MATCHLINE - SHEET R1.10 - STA 12+00 168 172 176 180 184 164 188 192 168 172 176 180 184 164 188 192 196 196 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 17+00 18+00 19+00 20+00 21+00 N1°48'15"W 400.98' 17+00 18+00 19+00 20+00 21+00 STRM MH 08 STA=17+54.96 (0.12' LT) SEE DETAIL 7500-1/R5.13 STRM MH 09 STA=17+62.05 (9.63' LT) SEE DETAIL 7500-1/R5.13 STRM MH 10 (72") STA=20+19.68 (9.59' LT) 6' VARIES 1.11'- 22.68' 24' 6' 6' 1' 16' EX. WATER EASEMENT VARIES 5.50'-12.68' 25' 24' 6' 6' 1' 8' P.U.E. 3' CURB BREAK, SEE DETAIL P-300/R5.13 SIDEWALK, SEE DETAIL 4150-8/R5.11 R.O.W. EXISTING EXISTING 18" WATER LINE EXISTING GAS LINE EXISTING EDGE OF PAVEMENT BEGIN TAPER STA=18+96.68 (24' RT) END TAPER STA=19+75 (24' RT FROM CENTERLINE) STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT SEE SHEET R4.12 FOR ENLARGEMENT PLAN CATCH BASIN PROTECT EXISTING FIRE HYDRANT RELOCATE EXISTING POWER POLES BY PGE, COORDINATE WITH PGE. MATCH EXISTING CURB AND GUTTER STA= 20+26.49 (25.24' RT FROM CENTERLINE) PROTECT EXISTING STREET LIGHT RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. 1 R0.13 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 20+20.38 (30.70' RT) IE= 179.21 R=30' R=30' SEE SITE PLANS FOR STORM CONTINUATION BEGIN CURB AND GUTTER STA=19+15.29 (22.50' RT) 11.54' EASEMENT INSTALL 44' CONCRETE DRIVEWAY CENTERLINE STA. 19+41.68 SEE DETAIL 4150-1/R5.11 40 LF 12" PVC STM @ 2% 16 LF 12" PVC STM @ 2% 8" STM @ 0.39% 63 LF 24" PVC STM @ 2% EVERGREEN RD EXISTING 24" STRM STA=19+78.22 PC ELEV=184.64 STA=20+13.39 PT ELEV=184.24 12 LF 12" PVC @ 0.28% 199 LF 15" PVC @ 0.30% 11 LF 15" PVC @ 0.30% 400 LF 15" PVC @ 0.30% 156 LF 12" PVC @ 0.58% 259 LF 15" PVC @ 0.30% 9 LF 24" PVC @ 0.30% STRM MH 08 STA=17+55.17 RIM=184.88 IE IN=177.88(12"S) IE IN=177.97(12"E) IE OUT=177.77(12"NW) STRM MH 09 STA=17+62.25 RIM=184.68 IE IN=177.74(12"SE) IE OUT=177.64(15"N) STRM MH 10 (72") STA=20+19.88 RIM=183.98 IE IN=176.87(15"S) IE IN=176.87(24"SW) IE IN=176.87(12"E) IE OUT=176.47(24"N) LP STA=17+57.09 LP ELEV=184.87 PVI STA=17+60.00 PVI ELEV=184.66 K=58.79 VC=100.00' BVCS=17+10.00 BVCE=185.06 EVCS=18+10.00 EVCE=185.11 S=0.90% S=-1.12% HP STA=18+76.69 HP ELEV=185.59 PVI STA=18+80.00 PVI ELEV=185.74 K=29.65 VC=60.00' BVCS=18+50.00 BVCE=185.47 EVCS=19+10.00 EVCE=185.40 SSWR MH 04 STA=20+14.98 RIM=184.21 IE IN=167.74(15"S) IE OUT=167.34(15"N) SSWR MH 03 STA=18+16.55 RIM=185.17 IE IN=168.54(15"S) IE OUT=168.34(15"N) END OF EXISTING ROAD IMPROVEMENTS STA=20+26+46 (0.02' RT) ELEV=184.09 (MATCH EXISTING) EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE EXISTING 18" WATER LINE EXISTING 24" STORM LINE EXISTING 24" STORM LINE ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 16+65 26.5' L 2" ACCOLADE ELM EVERGREEN RD 17+38.5 27' L 2" ACCOLADE ELM EVERGREEN RD 17+88.5 27' L 2" ACCOLADE ELM EVERGREEN RD 18+38.5 27' L 2" ACCOLADE ELM EVERGREEN RD 20+21 27.5' L 2" ACCOLADE ELM TREE TABLE 20+00 19+00 18+00 17+00 2 R1.12 PROFILE - STA 16+60 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE: 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.12 EVERGREEN RD - STREET AND STORM - STA 16+60 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.12 TP 12/07/22 07:33 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 16+60 TO END 1 R1.12 MATCHLINE - SHEET R1.11 - STA 16+60 21+00 32-01 KEYNOTES 32-01 CONNECT TO EXISTING STORM AND EXTEND WITH SAME PIPE SIZE, SLOPE AND MATERIAL. CONTRACTOR TO POTHOLE AND VERIFY EXISTING STORM INFORMATION AT END OF PIPE PRIOR TO ORDERING MANHOLE. MATCHLINE - SHEET R1.11 - STA 16+60 168 172 176 180 184 164 188 192 168 172 176 180 184 164 188 192 196 196 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 12+ 42+00 43+00 < < < V EVERGREEN RD PARR ROAD PROPOSED R.O.W. EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE PROPOSED CURB PARR ROAD 9+00 10+00 11+00 12+ 8' P.U.E. SSWR MH 10 STA=10+14.34 (38.17' LT) SEE DETAIL 6510-3/R5.13 SSWR MH 01 STA=10+33.66 (19.00' LT) SEE DETAIL 6510-3/R5.13 ADJUST EXISTING WATER VALVES AND BLOWOFF TO GRADE CONNECT NEW 12" D.I. WATERLINE TO EXISTING WATERLINE PROTECT EXISTING FIRE HYDRANT ADJUST EXISTING WATER VALVE TO GRADE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 ADJUST EXISTING GAS VALVE TO GRADE 8' P.U.E. STA 11+00.00 (28.14' LT) STREET LIGHT 1 28 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% STRM MH 04(FLAT-TOP MH) SEE PROFILE SHEET R2.16 64 LF 12" RCP @ 0.30% 151 LF 12" PVC @ 0.30% STRM MH 05 STA=10+71.19 RIM=184.58 IE IN=180.33(12"S) IE IN=180.29(12"W) IE IN=180.33(12"E) IE OUT=180.13(12"N) SSWR MH 10 STA=10+14.33 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) SSWR MH 01 STA=10+33.65 RIM=183.75 IE IN=171.29(15"SW) IE OUT=171.09(15"N) 18" EXISTING WATER LINE REVISION SCHEDULE Issued As Delta Issue Date PROFILE - START TO STA 12+00 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' 2 R1.20 MATCHLINE - SHEET R1.21 - STA 12+00 172 176 180 184 188 168 8+00 9+00 10+00 11+00 12+00 192 196 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.20 TP 12/07/22 07:40 1:20 R1.20 EVERGREEN RD - SANITARY, WATER & STREET LIGHTING - START TO STA 12+00 TP RJH MATCHLINE - SHEET R1.21 - STA 12+00 EXISTING GRADE AT ROAD CENTERLINE SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PROPOSED GRADE AT ROAD CENTERLINE PLAN - START TO STA 12+00 1 R1.20 172 176 180 184 188 168 192 196 ELECTRICAL KEYNOTES: 1. STREET LIGHT (SHAKESPEARE 30-FT COMPOSITE, 2-PIECE, SMOOTH FINISH, GRAY COLOR WITH 6-FOOT AL FINISH MAST ARM. PART NUMBERS: BHT3099S2BL9901 (TOP PIECE), 25-STUB-UP (STUB PIECE), OPAR-6 (MAST ARM). GCJ2-20H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X +00 13+00 14+00 15+00 16+00 EVERGREEN RD EXISTING PROPERTY LINE PROTECT EXISTING GAS LINE RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. PROPOSED CURB CONNECT DOMESTIC WATER AND FIRE WATER TO EXISTING 18" WATER LINE. SEE ON-SITE PLANS PROVIDE SUBMETER AND BACKFLOW FOR IRRIGATION SYSTEM. SEE IRRIGATION NOTES ON R0.11. 8' P.U.E. SSWR MH 02 STA=14+15.87 (19.00' LT) SEE DETAIL 6510-3/R5.13 N2°16'01"E 541.50' +00 13+00 14+00 15+00 16+00 ADJUST EXISTING WATER VALVE TO GRADE PROTECT EXISTING FIRE HYDRANT PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 STA 14+00.00 (29.53' LT) STREET LIGHT 1 400 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% 380 LF 12" PVC @ 0.19% 156 LF 12" PVC @ 0.58% STRM MH 06 STA=12+20.01 RIM=184.46 IE IN=179.68(12"S) IE IN=179.68(12"W) IE IN=179.68(12"E) IE OUT=179.58(12"N) STRM MH 07 STA=16+00.05 RIM=186.17 IE IN=178.87(12"S) IE IN=178.87(12"E) IE IN=179.68(12"W) IE OUT=178.77(12"N) SSWR MH 02 STA=14+15.86 RIM=185.68 IE IN=169.94(15"S) IE OUT=169.74(15"N) PROPOSED GRADE AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE 18" EXISTING WATER LINE MATCHLINE - SHEET R1.22 - STA 16+60 16+00 15+00 14+00 13+00 12+00 MATCHLINE - SHEET R1.22 - STA 16+60 2 R1.21 PROFILE - STA 12+00 TO STA 16+60 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.21 EVERGREEN RD - SANITARY AND WATER - STA 12+00 TO STA 16+60 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.21 TP 12/07/22 07:34 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 12+00 TO STA 16+60 1 R1.21 MATCHLINE - SHEET R1.20 - STA 12+00 MATCHLINE - SHEET R1.20 - STA 12+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 17+00 18+00 19+00 20+00 21+00 EVERGREEN RD 16' EX. WATER EASEMENT EXISTING EDGE OF PAVEMENT 8' P.U.E. 17+00 18+00 19+00 20+00 21+00 SSWR MH 04 STA=20+14.98 (0.33' RT) SEE DETAIL 6510-3/R5.13 PROTECT EXISTING WATERLINE ADJUST EXISTING VALVE TO GRADE RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. SSWR MH 03 STA=18+16.55 (0.75' LT) SEE DETAIL 6510-3/R5.13 PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 PROTECT EXISTING FIRE HYDRANT PROTECT EXISTING FIRE HYDRANT 19" DEEP WATER VALVE STA 17+00.23 (30.53' LT) STREET LIGHT STA 20+00.07 (30.37' LT) STREET LIGHT 1 1 12 LF 12" PVC @ 0.28% 199 LF 15" PVC @ 0.30% 11 LF 15" PVC @ 0.30% 400 LF 15" PVC @ 0.30% 156 LF 12" PVC @ 0.58% 259 LF 15" PVC @ 0.30% 9 LF 24" PVC @ 0.30% STRM MH 08 STA=17+55.17 RIM=184.88 IE IN=177.88(12"S) IE IN=177.97(12"E) IE OUT=177.77(12"NW) STRM MH 09 STA=17+62.25 RIM=184.68 IE IN=177.74(12"SE) IE OUT=177.64(15"N) STRM MH 10 (72") STA=20+19.88 RIM=183.98 IE IN=176.87(15"S) IE IN=176.87(24"SW) IE IN=176.87(12"E) IE OUT=176.47(24"N) SSWR MH 04 STA=20+14.98 RIM=184.21 IE IN=167.74(15"S) IE OUT=167.34(15"N) SSWR MH 03 STA=18+16.55 RIM=185.17 IE IN=168.54(15"S) IE OUT=168.34(15"N) EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE 18" EXISTING WATER LINE 18" EXISTING WATER LINE 20+00 19+00 18+00 17+00 2 R1.22 PROFILE - STA 16+60 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.22 EVERGREEN RD - SANITARY AND WATER - STA 16+60 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.22 TP 12/07/22 07:41 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 16+60 TO END 1 R1.22 MATCHLINE - SHEET R1.21 - STA 16+60 MATCHLINE - SHEET R1.21 - STA 16+60 21+00 32-02 KEYNOTES 32-02 CONNECT TO EXISTING SS AND EXTEND WITH SAME PIPE SIZE, SLOPE AND MATERIAL. CONTRACTOR TO POTHOLE AND VERIFY EXISTING SS INFORMATION AT END OF PIPE PRIOR TO ORDERING MANHOLE. 172 176 180 184 188 168 192 164 172 176 180 184 188 168 192 164 ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X 27+00 28+00 29+00 30+00 31+00 27+00 28+00 29+00 30+00 31+00 S87°57'22"E 2237.18' 22' 6' 5' 1' 2 R0.14 INDUSTRIAL RD PHASE 2 PHASE 1 BEGIN ROAD IMPROVEMENTS STA= 29+74.25 PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 INSTALL 45' CONCRETE DRIVEWAY. CENTERLINE STA. 30+26.75, SEE DETAIL 4150-1/R5.11 EDGE OF PAVEMENT 10' SIDEWALK TRANSITION AT EAST OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. END OF PROPOSED CURB, SEE DETAIL 4100-2/R5.10 TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. R=30' STA 30+26.75 (0.00' T) 16' 15' 425 LF 12" PVC @ 0.30% 11 LF 12" PVC @ 0.30% STRM MH 19(0)(0) STA=27+00.00 RIM=186.91 IE OUT=182.45(12"W) 415 LF 12" PVC @ 0.30% S=0.54% HP STA=29+72.93 HP ELEV=188.51 PVI STA=29+70.00 PVI ELEV=188.55 K=42.46 VC=40.00' BVCS=29+50.00 BVCE=188.45 EVCS=29+90.00 EVCE=188.47 SSWR MH 07 STA=29+33.07 RIM=187.80 IE IN=176.08(12"W) IE OUT=175.81(12"E) S=0.54% S=-0.40% S=0.54% ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 31+20.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 31+70.5 25.5' L 2" EUROPEAN HORNBEAM TREE TABLE MATCHLINE - SHEET R2.15 - STA 31+75 31+00 30+00 29+00 28+00 27+00 MATCHLINE - SHEET R2.15 - STA 31+75 2 R2.14 PROFILE - STA 26+75 TO STA 31+75 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.14 INDUSTRIAL RD - STREET AND STORM - STA 26+75 TO STA 31+75 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.14 TP 12/07/22 10:11 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 26+75 TO STA 31+75 1 R2.14 MATCHLINE - SHEET R2.13 - STA 26+75 MATCHLINE - SHEET R2.13 - STA 26+75 32+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 1,223 LF 12" PVC EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPOSED 12" SANITARY LINE PROPOSED 12" WATER LINE PROPOSED GRADE AT FUTURE ROAD CENTERLINE RELOCATE EXISTING POWER POLES BY PGE, COORDINATE WITH PGE. RELOCATE EXISTING ELECTRICAL VAULT BY PGE, COORDINATE WITH PGE. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 32+00 33+00 34+00 35+00 36+00 37 32+00 33+00 34+00 35+00 36+00 37 S87°57'22"E 2237.18' 22' 6' 5' 1' 12.5' EASEMENT 12.5' EASEMENT 8' P.U.E. STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 2 R0.14 STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STORM MH 01 STA=35+55.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STORM MH 11 STA=32+86.11 (46.00' LT) SEE DETAIL 7500-1/R5.13 10' EASEMENT INDUSTRIAL RD PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. 16' 15' 425 LF 12" PVC @ 0.30% STRM MH 02(FLAT-TOP MH) STA=36+00.00 RIM=185.82 IE IN=182.92(12"W) IE IN=182.92(12"N) IE IN=182.92(12"S) IE OUT=182.72(12"E) SSWR MH 08 (FLAT TOP MH) STA=33+58.07 RIM=186.68 IE IN=174.53(12"W) IE OUT=174.33(12"E) STORM MH 01 (FLAT TOP MH) STA=35+55.00 RIM=186.00 IE IN=183.30(12"N) IE IN=183.30(12"S) IE OUT=183.10(12"E) STORM MH 11 (FLAT TOP MH STA=32+86.11 RIM=187.64 IE IN=185.94(8"S) IE OUT=185.74(12"E) ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 32+21 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 32+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 33+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 33+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 34+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 34+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 35+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 35+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 36+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 36+71 25.5' L 2" FRONTIER ELM TREE TABLE 35+00 34+00 33+00 32+00 2 R2.15 PROFILE - STA 31+75 TO 37+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.15 INDUSTRIAL RD - STREET AND STORM - STA 31+75 TO STA 37+00 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.15 TP 12/07/22 10:22 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 31+75 TO 37+00 1 R2.15 MATCHLINE - SHEET R2.14 - STA 31+75 36+00 MATCHLINE - SHEET R2.14 - STA 31+75 MATCHLINE - SHEET R2.16 - STA 37+00 37+00 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE MATCHLINE - SHEET R2.16 - STA 37+00 172 176 180 184 188 168 192 172 176 180 184 188 168 192 1,223 LF 12" PVC PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- +00 38+00 39+00 40+00 41+00 42+00 < 2 R0.14 +00 38+00 39+00 40+00 41+00 42+00 S87°57'22"E 2237.18' STRM MH 03 STA=39+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 04 STA=42+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 6' 22' 6' 5' 1' 12.5' EASEMENT 22.5' 6' 5' 1' 8' P.U.E. EVERGREEN RD INDUSTRIAL RD R=30' R=30' PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN INSTALL 40' CONCRETE DRIVEWAY. CENTERLINE STA. 39+33.92, SEE DETAIL 4150-1/R5.11 RELOCATE POWER POLE BY OTHERS 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. BUILD DITCH TO FLOW TO NEW DITCH INLET PROPOSED CURB SEE DETAIL 4100-2/R5.10 START OF CURB AT STA. 41+65.79 SEE DETAIL 4100-2/R5.10 11.34' EASEMENT TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. 16' 15' STA=42+46.15 ELEV=184.00 426 LF 12" PVC @ 0.30% 301 LF 12" RCP @ 0.30% 300 LF 12" RCP @ 0.30% STRM MH 04(FLAT-TOP MH) STA=42+00.00 RIM=183.42 IE IN=180.72(12"W) IE OUT=180.52(12"N) STRM MH 03(FLAT-TOP MH) STA=39+00.00 RIM=184.62 IE IN=181.82(12"W) IE IN=181.82(12"N) IE IN=181.82(12"S) IE OUT=181.62(12"E) SSWR MH 09 STA=37+83.07 RIM=184.98 IE IN=173.05(12"W) IE OUT=172.85(12"E) SSWR MH 10 STA=42+08.07 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) S=2.00% S=2.00% S=-0.40% STA=39+60.70 ELEV=184.57 ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 37+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 37+70.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 38+20.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 38+70.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 39+99.5 26.0' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 40+40.5 26.0' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 40+79.5 26.1' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 41+29.5 28.7' L 2" EUROPEAN HORNBEAM TREE TABLE 2 R2.16 PROFILE - STA 37+00 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.16 INDUSTRIAL RD - STREET AND STORM - STA 37+00 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.16 TP 12/07/22 13:53 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 37+00 TO END 1 R2.16 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE GRADE BREAK STA 42+22.15 ELEV=183.52 1,223 LF 12" PVC 20.39 LF 12" PVC EXISTING R.O.W. BOUNDARY REMOVE TWO EXISTING STORM LINES 40+00 39+00 38+00 37+00 MATCHLINE - SHEET R2.15 - STA 37+00 41+00 MATCHLINE - SHEET R2.15 - STA 37+00 172 176 180 184 188 168 192 172 176 180 184 188 168 192 S=-0.40% 42+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X INDUSTRIAL RD 27+00 28+00 29+00 30+00 31+00 PHASE 2 PHASE 1 27+00 28+00 29+00 30+00 31+00 SSWR MH 07 STA=29+33.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 PROPOSED EDGE OF PAVEMENT FUTURE STORM MANHOLE FUTURE 12" STORM LINE FUTURE 12" WATER LINE PHASE 1 SANITARY LINE TO FINISH 10' BEYOND MANHOLE.PLUG AND MARK PHASE 1 WATERLINE TO FINISH 10' BEYOND EDGE OF PAVEMENT. INSTALL VALVE AND BLOW-OFF FUTURE 12" SANITARY LINE INSTALL 12"X6" TEE STA=31+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=31+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 425 LF 12" PVC @ 0.30% 11 LF 12" PVC @ 0.30% STRM MH 19(0)(0) STA=27+00.00 RIM=186.91 IE OUT=182.45(12"W) 415 LF 12" PVC @ 0.30% SSWR MH 07 STA=29+33.07 RIM=187.80 IE IN=176.08(12"W) IE OUT=175.81(12"E) MATCHLINE - SHEET R2.25 - STA 31+75 31+00 30+00 29+00 28+00 27+00 MATCHLINE - SHEET R2.25 - STA 31+75 2 R2.24 PROFILE - STA 26+75 TO STA 31+75 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.24 INDUSTRIAL RD -SANITARY AND WATER - STA 26+75 TO STA 31+75 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.24 TP 12/07/22 10:34 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 26+75 TO STA 31+75 1 R2.24 MATCHLINE - SHEET R2.23 - STA 26+75 MATCHLINE - SHEET R2.23 - STA 26+75 32+00 172 176 180 184 188 168 192 196 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 PROPOSED 12" WATER LINE 172 176 180 184 188 168 192 196 FUTURE GRADE AT ROAD CENTERLINE 1,223 LF 12" D.I. 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- INDUSTRIAL RD 32+00 33+00 34+00 35+00 36+00 37+ 32+00 33+00 34+00 35+00 36+00 37+ SSWR MH 08 STA=33+58.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 1 1 PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED 12" WATER LINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 INSTALL 12"X6" TEE STA=34+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=34+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 STA 32+00.00 (28.92' LT) STREET LIGHT STA 35+00.00 (28.34' LT) STREET LIGHT 8' P.U.E. 425 LF 12" PVC @ 0.30% STRM MH 02(FLAT-TOP MH) STA=36+00.00 RIM=185.82 IE IN=182.92(12"W) IE IN=182.92(12"N) IE IN=182.92(12"S) IE OUT=182.72(12"E) SSWR MH 08 (FLAT TOP MH) STA=33+58.07 RIM=186.68 IE IN=174.53(12"W) IE OUT=174.33(12"E) STORM MH 01 (FLAT TOP MH) STA=35+55.00 RIM=186.00 IE IN=183.30(12"N) IE IN=183.30(12"S) IE OUT=183.10(12"E) STORM MH 11 (FLAT TOP M STA=32+86.11 RIM=187.64 IE IN=185.94(8"S) IE OUT=185.74(12"E) 35+00 34+00 33+00 32+00 2 R2.25 PROFILE - STA 31+75 TO 37+00 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.25 INDUSTRIAL RD - SANITARY AND WATER - STA 31+75 TO STA 37+00 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.25 TP 12/07/22 07:56 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 31+75 TO 37+00 1 R2.25 MATCHLINE - SHEET R2.24 - STA 31+75 36+00 MATCHLINE - SHEET R2.24 - STA 31+75 MATCHLINE - SHEET R2.26 - STA 37+00 37+00 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE MATCHLINE - SHEET R2.26 - STA 36+75 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 1,223 LF 12" D.I. 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 6' INDUSTRIAL RD 8' P.U.E. +00 38+00 39+00 40+00 41+00 42+00 +00 38+00 39+00 40+00 41+00 42+00 < SSWR MH 09 STA=37+83.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 SSWR MH 10 STA=42+08.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 1 1 PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED 12" WATER LINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 INSTALL 12"X6" TEE STA=40+20.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=40+20.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 INSTALL 12"X6" TEE STA=37+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=37+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 EVERGREEN RD STA 38+00.00 (28.86' LT) STREET LIGHT STA 41+00.00 (28.35' LT) STREET LIGHT 426 LF 12" PVC @ 0.30% 301 LF 12" RCP @ 0.30% 300 LF 12" RCP @ 0.30% STRM MH 04(FLAT-TOP MH) STA=42+00.00 RIM=183.42 IE IN=180.72(12"W) IE OUT=180.52(12"N) STRM MH 03(FLAT-TOP MH) STA=39+00.00 RIM=184.62 IE IN=181.82(12"W) IE IN=181.82(12"N) IE IN=181.82(12"S) IE OUT=181.62(12"E) SSWR MH 09 STA=37+83.07 RIM=184.98 IE IN=173.05(12"W) IE OUT=172.85(12"E) SSWR MH 10 STA=42+08.07 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) 2 R2.26 PROFILE - STA 37+00 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.26 INDUSTRIAL RD - SANITARY AND WATER - STA 37+00 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.26 TP 12/07/22 08:00 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 37+00 TO END 1 R2.26 PROPOSED GRADE AT ROAD CENTERLINE 1,223 LF 12" D.I. EXISTING PROPERTY LINE 20.39 LF 12" PVC EXISTING GRADE AT ROAD CENTERLINE 40+00 39+00 38+00 37+00 MATCHLINE - SHEET R2.25 - STA 36+75 41+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 42+00 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES MATCHLINE - SHEET R2.25 - STA 37+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X 22' 22' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+ INDUSTRIAL RD INDUSTRIAL RD 10+00 < V S S 22' 22' 12' 12' W-2 W-2 +00 38+00 39+00 40+00 41+00 42+00 43+00 44+ PARR ROAD 1 2 3 M 1 2 3 M STA. 42+84 TO STA. 43+84 INDUSTRIAL RD INDUSTRIAL RD EVERGREEN RD STA. 40+66 TO STA. 41+66 STA. 42+57 (24.71' LT) STA. 41+66 (3.01' RT) SIGN & SUPPORT DATA TABLE SIGN NO. QTY. USED SIGN DIMENSION SIGN CODE TYPE OF SUPPORT FOOTING TYPE SIGN LEGEND / OTHER REMARKS WIDTH (IN) HEIGHT (IN) MUTCD ODOT MOUNT SINGLE PIPE POST EXISTING PIPE POST UTILITY POLE LIGHT POLE SIGNAL POLE MODIFIED BIKE RACK CANTILEVER BREAKAWAY DOME ASSEMBLY BREAKAWAY ANCHOR ASSEMBLY 1 2 N/A X X [INDUSTRIAL RD] 2 2 N/A X X [EVERGREEN RD] 3 2 30 30 W1-2R X X [STOP] R1-1 TYPE R1 30" 30" SNS 1 SIGNING NOTES ON OREGON DEPARTMENT OF TRANSPORTATION(O.D.O.T.) DET 4241/R5.30. SIGN POSTS SHALL BE INSTALLED PER ODOT TM681 AND USE A 2" ANCHOR DETAIL FOUNDATION PER ODOT TM687/R5.35 SIGNING LEGEND INSTALL NEW SIGN INSTALL NEW SIGN ON NEW SIGN SUPPORT N = SIGN NUMBER - SEE TABLE BELOW M = SIGN SUPPORT S = STEEL TELESPAR SUPPORT EVERGREEN RD SNS 2 STRIPING NOTES 1. REFER TO O.D.O.T. PAVEMENT MARKING NOTES AND DETAILS ON SHEET R5.30-R5.34 N N M 4.5' 14" 14" 4.5' INDUSTRIAL RD REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.30-R2.31.DWG:R2.30 TP 09/30/22 11:37 1:40 R2.30 SIGNING AND STRIPING - INDUSTRIAL RD TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SIGNING AND STRIPING - INDUSTRIAL RD - BEGIN - STA 37+00 1 R2.30 SIGNING AND STRIPING - INDUSTRIAL RD - STA 37+00 - END 2 R2.30 SEE MATCHLINE BELOW STA 37+00 SEE MATCHLINE ABOVE STA 37+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 12+00 13+00 14+00 < EVERGREEN RD PARR ROAD STA. 11+82 TO STA. 17+00 YB R-40 1 2 3 M S STA. 10+82 TO STA. 11+82 W-2 S 1 2 3 M STA. 8+46 TO STA. 9+46 INDUSTRIAL RD 12' 12' 12' 12' W-2 42+00 43+00 STA. 10+81.24 (27.0' LT) SIGHT LINE SIGHT LINE SIGHT LINE SIGHT LINE 15+00 16+00 17+00 18+00 19+00 20+00 EVERGREEN RD STA. 17+00 TO STA. 20+26 W-2 STA. 17+00 TO STA. 20+26 W-2 STA. 18+96 TO STA. 20+26 TWL R-40 STA. 11+82 TO STA. 17+00 YB R-40 12' 12' 6' 14' 11' 11' STA. 17+00 TO STA. 18+96 Y SIGN & SUPPORT DATA TABLE SIGN NO. QTY. USED SIGN DIMENSION SIGN CODE TYPE OF SUPPORT FOOTING TYPE SIGN LEGEND / OTHER REMARKS WIDTH (IN) HEIGHT (IN) MUTCD ODOT MOUNT SINGLE PIPE POST EXISTING PIPE POST UTILITY POLE LIGHT POLE SIGNAL POLE MODIFIED BIKE RACK CANTILEVER BREAKAWAY DOME ASSEMBLY BREAKAWAY ANCHOR ASSEMBLY 1 2 N/A X X [INDUSTRIAL RD] 2 2 N/A X X [EVERGREEN RD] 3 2 30 30 W1-2R X X [STOP] R1-1 TYPE R1 30" 30" SNS 1 SIGNING NOTES ON OREGON DEPARTMENT OF TRANSPORTATION(O.D.O.T.) DET 4241/R5.30. SIGN POSTS SHALL BE INSTALLED PER ODOT TM681 AND USE A 2" ANCHOR DETAIL FOUNDATION PER ODOT TM687/R5.35 SIGNING LEGEND INSTALL NEW SIGN INSTALL NEW SIGN ON NEW SIGN SUPPORT N = SIGN NUMBER - SEE TABLE BELOW M = SIGN SUPPORT S = STEEL TELESPAR SUPPORT EVERGREEN RD SNS 2 STRIPING NOTES 1. REFER TO O.D.O.T. PAVEMENT MARKING NOTES AND DETAILS ON SHEET R5.30-R5.34 N N M 4.5' 14" 14" 4.5' INDUSTRIAL RD REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.30-R2.31.DWG:R2.31 TP 12/07/22 10:49 1:40 R2.31 SIGNING AND STRIPING - EVERGREEN RD TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SIGNING AND STRIPING - EVERGREEN RD - BEGIN - STA 14+50 1 R2.31 SIGNING AND STRIPING - EVERGREEN RD - STA 14+50 - END 2 R2.31 SEE MATCHLINE BELOW STA 14+50 SEE MATCHLINE ABOVE STA 14+50 STA. 9+47.13 (14.13' RT) PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.32-R2.33.DWG:R2.32 ZMP 05/27/22 09:11 1:1 R2.32 SIGN AND STRIPING DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.32-R2.33.DWG:R2.33 TP 12/07/22 08:08 1:1 R2.33 SIGN AND STRIPING DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 42+00 43+00 < < < < < < < < V EVERGREEN RD PARR ROAD PARR ROAD N2°16'01"E 541.50' 9+00 10+00 11+00 INDUSTRIAL RD S87°29'W 73.59' N2°31'W 79.67' R=30' R=60' R=200' N5°21'E 18.07' S78°57'E 113.85' 8' 22' MATCH 183.28 MATCH 184.29 MATCH 184.84 MATCH 184.23 MATCH 184.70 FG 184.39 FG 184.05 FG 184.06 FG 184.49 FG 185.14 FG 184.00 FG 183.52 FG 184.01 FG 183.74 FG 184.05 FG 184.13 FG 184.78 FG 183.65 FG 183.51 MATCH EXISTING PAVING STA=08+49.64 (4.91' LT) MATCH EXISTING PAVING STA=08+49.04 (16.74' RT) MATCH 184.04 GRADE TO SLOPE TO EXISTING DITCH MATCH 183.025 RELOCATE EXISTING MAILBOX FURTHER TO THE NORTH MATCH 183.224 MATCH 183.049 MATCH 182.922 R=50' R=100' FG 183.14 FG 183.12 FG 183.18 FG 183.43 FG 183.79 R=500' TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.10.DWG:R4.10 TP 12/07/22 10:54 1:10 R4.10 SOUTH INTERSECTION GRADING PLAN TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SOUTH INTERSECTION GRADING PLAN 1 R4.10 MATCH 184.28 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 35+00 POND BOTTOM=184.21 35+00 STORM MH 01 STA=35+55.00 (9.50' LT) RIM=186.00 IE IN=183.30 (12"N) IE IN=183.30 (12"S) IE OUT=183.10 (12"E) FLOW CONTROL DITCH INLET RIM = 184.21 STA=35+75 (38' LT) IE OUT=183.42 (12" S) ORIFICE= 0.73" SEE DETAIL 2/R5.13 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 IE IN=184.21 (12") 36+00 DITCH INLET RIM = 185.43 BELOW BC BOTTOM) STA=35+86.11 (21.50' LT) IE OUT=184.84 SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 183.94 STA= 36+00 (38' LT) IE OUT=182.98 (12" S) ORIFICE= 0.71" SEE DETAIL 2/R5.13 OUTFALL IE= 184.74 POND BOTTOM=183.94 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=185.43 BELOW FLOW LINE) STA=35+86.11 SEE DETAIL P-300/R5.13 STRM MH 02 STA=36+00.00 (9.50' LT) RIM=185.82 IE IN=182.92 (12"W) IE IN=182.92 (12"N) IE IN=182.92 (12"S) IE OUT=182.72 (12"E) 36+00 38+00 39+00 DITCH INLET RIM = 184.23 BELOW BC BOTTOM) STA=38+78.92 (21.50' LT) IE OUT=183.64 SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 182.74 STA= 38+92.81 (38' LT) IE OUT=181.88 (12" S) ORIFICE= 0.67" SEE DETAIL 2/R5.13 OUTFALL IE= 183.54 POND BOTTOM=182.74 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.23 BELOW FLOW LINE) STA=38+78.92 SEE DETAIL P-300/R5.13 STRM MH 03 STA=39+00.00 (9.50' LT) RIM=184.62 IE IN=181.82 (12"W) IE IN=181.82 (12"N) IE IN=181.82 (12"S) IE OUT=181.62 (12"E) 38+00 39+00 42+00 N2°16 541 10+00 11+00 4'X4'X12" DEEP CLASS 50 RIP RAPS, SEE DETAIL 1/R5.11 FLOW CONTROL DITCH INLET RIM = 181.45 STA= 10+72.45 (45.63' LT) IE OUT=180.45 (12" NE) ORIFICE= 1.06" SEE DETAIL 2/R5.13 POND BOTTOM=181.45 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT OUTFALL IE = 182.28 OUTFALL IE = 182.26 DITCH INLET RIM = 182.97 BELOW BC BOTTOM) STA=41+62.61 (30.22' LT) IE OUT=182.38 SEE DETAIL 1/R5.13 DITCH INLET RIM = 182.95 BELOW BC BOTTOM) STA=41+74.09 (32.49' LT) IE OUT=182.36 SEE DETAIL 1/R5.13 3' CURB BREAK ELEV=183.14 BELOW FLOW LINE) STA=41+62.61 SEE DETAIL P-300/R5.13 STRM MH 05 STA=10+71.19 (33.09' LT) RIM=184.58 IE IN=180.33 (12"S) IE IN=180.29 (12"W) IE IN=180.33 (12"E) IE OUT=180.13 (12"N) 3' CURB BREAK ELEV=183.12 BELOW FLOW LINE) STA=41+74.09 SEE DETAIL P-300/R5.13 42+00 16.72' 55.58' R=31.6' DITCH INLET RIM = 186.63 BELOW BC BOTTOM) STA=32+86.11 (21.50' LT) IE OUT=186.03 SEE DETAIL 1/R5.13 3' CURB BREAK ELEV=186.63 BELOW FLOW LINE) STA=32+86.11 SEE DETAIL P-300/R5.13 STORM MH 11 STA=32+86.11 (46.00' LT) RIM=187.64 IE IN=185.94 (8"S) IE OUT=185.74 (12"E) SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.11.DWG:R4.11 TP 12/06/22 09:01 1:10 R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS TP RJH STORM FACILITY-EVERGREEN RD (STA. 10+50) 4 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 35+75) 2 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 34+80) 1 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 38+50) 3 R4.11 INDUSTRIAL RD INDUSTRIAL RD INDUSTRIAL RD INDUSTRIAL RD EVERGREEN RD PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 12+00 13+00 DITCH INLET RIM = 184.00 BELOW BC BOTTOM) STA=12+50.00 (25.50' LT) IE OUT=183.40 W) SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 182.50 STA= 12+20 (42' LT) IE OUT=181.50 (12" E) ORIFICE= 0.85" SEE DETAIL 2/R5.13 OUTFALL IE = 183.30 POND BOTTOM=182.50 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.00 BELOW FLOW LINE) STA12+50.00 SEE DETAIL P-300/R5.13 STRM MH 06 STA=12+20.02 (13.50' LT) RIM=184.46 IE IN=179.68 (12"S) IE IN=179.68 (12"W) IE IN=179.68 (12"E) IE OUT=179.58 (12"N) 16+00 17+00 DITCH INLET RIM = 184.22 BELOW BC BOTTOM) STA=17+56.89 (25.50' LT) IE OUT=183.62 SW) SEE DETAIL 1/R5.13 OUTFALL IE = 183.52 POND BOTTOM=182.72 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT FLOW CONTROL DITCH INLET RIM = 182.72 STA=17+62 (43.50' LT) IE OUT=181.72 (12" E) ORIFICE= 0.88" SEE DETAIL 2/R5.13 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.22 BELOW FLOW LINE) STA=17+56.89 SEE DETAIL P-300/R5.13 STRM MH 07 STA=16+00.05 (11.15' LT) RIM=186.17 IE IN=178.87 (12"S) IE IN=178.87 (12"E) IE IN=179.68 (12"W) IE OUT=178.77 (12"N) SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD STORM FACILITY-EVERGREEN RD (STA. 16+50) 2 R4.12 R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.11.DWG:R4.12 TP 12/07/22 08:08 1:10 STORM FACILITY-EVERGREEN RD (STA. 12+50) 1 R4.12 EVERGREEN RD PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.10.DWG:4230 TP 12/07/22 08:09 1:1 R5.10 TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.11.DWG:4230 TP 12/07/22 08:09 1:1 R5.11 CIVIL DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PIPE OUTFALL - RIP RAP 1 R5.11 DITCH INLET- SECTION PROPOSED GRADE CURB BREAK DITCH INLET SIDEWALK LANDSCAPE 2 R5.11 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.12.DWG:4230 TP 12/07/22 08:09 1:1 R5.12 TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.13.DWG:4230 TP 12/07/22 08:09 1:1 R5.13 CIVIL DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date KEYNOTES: 1. PRECAST CONCRETE CATCH BASIN WITH DITCH INLET TOP SECTION 2. WELDED STEEL FRAME AND GRATE: 2.5" x 3/8" SQ. EDGE FLAT BARS ON ENDS WITH 2.5" x 1/4" SQ. EDGE FLAT BARS IN BETWEEN, SET 3" O.C. 3. OUTLET PIPE SIZE AND INVERT PER PLAN INSTALL AS CLOSE AS PRACTICAL TO TOP OF PRECAST KNOCKOUT TO MAXIMIZE SUMP, UP TO 18" MAX NOTES: A. BOTTOM OF GRATE OPENING SHALL BE SET AT FLOWLINE OF DITCH, UNLESS NOTED OTHERWISE ON PLAN B. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 C. PRECAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 D. PRECAST STRUCTURE SHALL CONFORM TO ODOT TYPE G-2 CATCH BASIN DESIGN W/DITCH INLET TOP E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL F. CONTRACTOR SHALL VERIFY WITH LOCAL JURISDICTION IF GRATE IS REQUIRED TO BE LOCKED OR CHAIN TO GRATE AND INSTALL ADDITIONAL EQUIPMENT AS REQUIRED MATCH SLOPE (2:1 MAX) DITCH INLET 1 R5.13 KEYNOTES: 1. PRECAST CONCRETE CATCH BASIN WITH DITCH INLET TOP SECTION 2. WELDED STEEL FRAME AND GRATE: 2.5" x 3/8" SQ. EDGE FLAT BARS ON ENDS WITH 2.5" x 1/4" SQ. EDGE FLAT BARS IN BETWEEN, SET 3" O.C. 3. OUTLET PIPE SIZES, INVERTS, AND SLOPES. SEE SHEETS R4.11 AND R4.12 4. OVERFLOW SIZES AND ELEVATIONS. SEE R4.11 & R4.12 5. SHEAR GATE PER DETAIL 3/R5.13 6. ORIFICE SIZES AND ELEVATIONS. SEE SHEETS R4.11 AND R4.12 7. LIFT HANDLE FOR SHEAR GATE, SEE DETAIL 3/R5.13 8. 4" DIAMETER PERFORATED PIPE 9. SEE SHEETS R4.11 AND R4.12 NOTES: A. BOTTOM OF GRATE OPENING SHALL BE SET AT FLOWLINE OF DITCH, UNLESS NOTED OTHERWISE ON PLAN B. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 C. PRECAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 D. PRECAST STRUCTURE SHALL CONFORM TO ODOT TYPE G-2 CATCH BASIN DESIGN W/DITCH INLET TOP E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL F. CONTRACTOR SHALL VERIFY WITH LOCAL JURISDICTION IF GRATE IS REQUIRED TO BE LOCKED OR CHAIN TO GRATE AND INSTALL ADDITIONAL EQUIPMENT AS REQUIRED FLOW CONTROL DITCH INLET 2 R5.13 3 R5.13 NOTES A. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE FROM THE TOP; THE CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE; THE FRAME IS CLEAR OF THE CURB (IF APPLICABLE) B. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B C. THE LIFT HANDLE SHALL BE MADE OF SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION) D. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE PIPE MOUNTING FLANGE AND THE GATE FLANGE E. INSTALL THE GATE SO THAT THE LEVEL-LINE IS LEVEL WHEN THE GATE IS CLOSED F. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED TO PROPER FIT G. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL H. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE I. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PROCURING PRODUCT OR CONSTRUCTION ADJUSTABLE LOCK HOOK WITH 1"Ø ROD OR TUBING LIFT HANDLE ATTACHMENT 12" HOLES ON 103 8" BOLT CIRCLE LEVEL LINE (SEE NOTE 5) LIFT HANDLE SHEAR GATE PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.14.DWG:R5.14 TP 12/07/22 08:05 1:1 R5.14 LANDSCAPE DETAILS TP NRF REVISION SCHEDULE Issued As Delta Issue Date FLOW NOTE: DOUBLE CHECK VALVE BACKFLOW PREVENTOR (BELOW GRADE) SCALE: NTS SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE LI-DETL-VALV-DCHK.DWG SPECIFIED BACKFLOW PREVENTION DEVICE GATE VALVE (LINE SIZE) SPECIFIED MAINLINE TO ZONES UNION EACH SIDE 6" MIN SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6-INCH PEA GRAVEL (MIN) CONCRETE THRUST BLOCK IRRIGATION SUPPLY FROM METER INSTALL BACKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. 3 QUICK COUPLER VALVE LI-DETL-VALV-QCUP.DWG SCALE: NTS #4 X 24" REBAR WITH SS GEAR CLAMPS PVC SCH 40 ELL PVC MAINLINE PIPE VALVE BOX WITH COVER FINISH GRADE / TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE 3 4" WASHED GRAVEL, 3-INCH MIN DEPTH BRICK PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL PVC SCH 40 STREET ELL 4 12" MIN. 18" MIN. 6" NOTES: 1. SNAKE ALL PVC PIPING IN TRENCHING 2. TIE LOOSE 3 FT LOOP IN ALL IRRIGATION WIRING AT CHANGES IN DIRECTION GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 3. WHERE ELECTRICAL WIRING DOES NOT SHARE COMMON TRENCH, OVER EXCAVATE TRENCH 2 INCHES MIN AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. 4. LOCATE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON RECORD DRAWINGS. SPECIFIED BACKFILL SPECIFIED PIPE BEDDING LATERAL LINE MAIN LINE IRRIGATION TRENCHING (TYP) LI-DETL-GEN-TRENCH.DWG SCALE: NTS IRRIGATION WIRING SAND BACKFILL BY ELECTRICAL CONTRACTOR WHERE TRENCH IS COMMON 1 VARIES SEE NOTE VARIES 14" MIN. 6" 6" IRRIGATION SLEEVES LI-DETL-GEN-SLEEVE.DWG SCALE: NTS PAVING FILL AS SPECIFIED TRACE WIRE SCH 40 PVC SLEEVE SECTION AT PAVING SECTION AT WALLS NOTES: 1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES PASSING THROUGH. 2. EXTEND IRRIGATION SLEEVE 6-INCHES BEYOND EDGE OF PAVING, EACH SIDE. 3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING INSTALLATION. 4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND CAP BOTH ENDS WITHOUT GLUE. WALL SLEEVE FINISHED GRADE SCHEDULE 80 PVC, SIZE AS SPECIFIED MIN DEPTH OF PIPE MAINLINE 18" LATERAL AT PAVING 14" AT DRIVING SURFACE 24" 2 NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH 3. RWS-M SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-M-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-M-B-1401: 0.25 GPM (0,95 L/M) RWS-M-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-M-B-1402: 0.5 GPM (1,9 L/M), 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. R 1 FINISH GRADE/TOP OF MULCH 1 2 ROOT WATERING SYSTEM: RAIN BIRD RWS-M 2 3 1/2" (1.3 cm) SPIRAL BARB FITTING (INCLUDED) 3 4 1/2" (1.3 cm) SWING ASSEMBLY: RAIN BIRD SA-125050 OR 1/2" (1.3 cm) SWING PIPE: RAIN BIRD SP SERIES WITH 1/2" (1.3 cm) MALE NPT x 0.490" BARB ELBOW: RAIN BIRD SBE-050 4 5 PVC SCH 40 TEE OR EL 5 6 PVC OR POLYETHYLENE LATERAL PIPE 6 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 7 8 4" (10.2 cm) WIDE x 18" (45.7 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 8 9 PLANT ROOT BALL 9 A-RWS-S TREE INSTALLATION NOT TO SCALE FX-IR-RB-DRIP-15 5 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SHEET THIS REVISIONS < V PLANT SCHEDULE PLANT SCHEDULE SITE INFORMATION PLANT UNIT (PU) CALCULATIONS SHEET INDEX GENERAL 1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF ALL UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT IF THERE ARE ANY DISCREPANCIES WITH PLANTING ROOT ZONES. TO REQUEST LOCATES FOR PROPOSED EXCAVATION CALL 1-[PHONE REDACTED] (OR 811) IN OREGON. 3. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. 4. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 5. DAMAGE TO EXISTING CONCRETE CURB, ASPHALT PAVING, OR OTHER STRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTION CONDITIONS. 6. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY DISRUPTION TO VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK. PLANTING 1. ALL LANDSCAPING AND PLANTING LAYOUT TO CONFORM TO THE LATEST EDITION OF THE WOODBURN DEVELOPMENT ORDINANCE (WDO). 2. THE REQUIRED NUMBER OF PLANT UNITS SHALL BE MET BY A COMBINATION OF PLANT MATERIALS LISTED IN TABLE 3.06A/B OF THE WDO. PLANTS MAY BE GROUPED BUT MUST BE DISTRIBUTED UNIFORMLY THROUGHOUT THE DEVELOPMENT. SCREENING BETWEEN USES SHALL COMPLY WITH TABLE 3.06D OF THE WDO. 3. ALL SHRUBS AND GROUNDCOVER SHALL BE OF A SIZE UPON INSTALLATION SO AS TO ATTAIN 80% OF THE GROUND COVERAGE WITHIN 3 YEARS. 4. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROM DAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL OR INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS. 5. SHRUBS ADJACENT TO PARKING AREAS SHALL BE PLANTED 2 FT MINIMUM AWAY FROM THE BACK OF CURB. SHRUBS AND GROUNDCOVER ALONG OTHER PAVEMENT EDGES SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGE. 6. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 7. TREES IN THE RIGHT OF WAY SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH BRANCHES TO SUPPORT HEALTHY GROWTH. 8. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER UNDERGROUND PIPING. 9. IF DISTURBANCE IS NECESSARY AROUND EXISTING TREES, CONTRACTOR SHALL PROTECT THE CROWN AND ALL WORK WITHIN THE TREE DRIPZONE SHALL BE LIMITED TO THE USE OF HAND TOOLS AND MANUAL EQUIPMENT ONLY. 10. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE. 11. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED. 12. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOIL AMENDMENTS. 13. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILS TESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION. 14. ALL LANDSCAPED AREAS SHALL BE COVERED BY A LAYER OF ORGANIC MULCH TO A MINIMUM DEPTH OF 2-INCHES. 15. COORDINATE TIMING OF FACILITY INSTALLATION TO ALLOW FOR SEED TO ESTABLISH PRIOR TO FACILITY INUNDATION. PROVIDE PUMP AS NECESSARY UNTIL VEGETATION IS ESTABLISHED. IRRIGATION 2. UNLESS OTHERWISE INDICATED, ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. PROVIDE LOOP SYSTEM FOR OPTIMUM EFFICIENCY. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO INDICATE HEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT MINIMUM SCALE OF 1"=20' 4. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C. PRIOR TO PREPARING SHOP DRAWINGS. 5. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE. 6. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 7. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER. 8. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAY ONTO BUILDING, FENCES, SIDEWALKS, PARKING AREAS, OR OTHER NON-VEGETATED SURFACES. 9. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. 10. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE OR HARD SURFACING. 11. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 12. REFER TO CIVIL DETAILS AND DETAILS ON L5.11 FOR POINT OF CONNECTION AND BACKFLOW PREVENTION INFORMATION. 13. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY. 14. CONTROLLER TO BE MOUNTED WITHIN THE ELECTRICAL ROOM. GENERAL CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 15. ZONE THE FOLLOWING AREAS SEPARATELY: TEMPORARY AREAS, PERMANENT LANDSCAPE AREAS, AND TREES. 16. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX. 17. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 18. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS. LANDSCAPE NOTES L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN ADS, LJM NRF, SPT REVISION SCHEDULE Issued As Delta Issue Date JURISDICTION CITY OF WOODBURN, OR ZONE SOUTHWEST INDUSTRIAL RESERVE ABUTTING ZONE NODAL SINGLE FAMILY RESIDENTIAL (RSN) COMMERCIAL GENERAL (CG) SITE AREA 1,194,372 SF (27.42 AC) LANDSCAPE AREA 190,950 SF PARKING STALLS 440 L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN L1.10 PLANTING PLAN NORTHWEST L1.11 PLANTING PLAN NORTHEAST L1.12 PLANTING PLAN SOUTHEAST L1.13 PLANTING PLAN SOUTHWEST L2.10 IRRIGATION PLAN NORTHEAST L2.11 IRRIGATION PLAN SOUTHEAST L2.12 IRRIGATION PLAN SOUTHWEST L2.13 IRRIGATION PLAN NORTHWEST L5.10 PLANTING DETAILS L5.11 IRRIGATION DETAILS FOR REFERENCE ONLY LANDSCAPE CODE LEGEND ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EVERGREEN ROAD L1.13 L1.10 L1.12 L1.11 PLANT SCHEDULE - PRIVATE IMPROVEMENTS OTHER YARDS OFF STREET PARKING AND LOADING AREAS SETBACKS ABUTTING STREET (WDO TABLE 3.06A PLANTING REQUIREMENTS) INDUSTRIAL ROAD (WDO TABLE 3.06A PLANTING REQUIREMENTS) OFF-STREET PARKING AND LOADING NEW PAVED PARKING AREA 466,061 SF LANDSCAPE AREA (10% OF PAVED AREA) 51,177 SF (11%) TREES (440 STALLS REQ) LARGE (1 PER 25 STALLS) 7 TREES (175 STALLS) MEDIUM (1 PER 15 STALLS) 62 TREES (930 STALLS) SHRUBS AND GROUNDCOVER (2,375 PU REQ) LARGE SHRUB (2 PU) 246 SHRUBS (492 PU) SMALL SHRUB (1 PU) 1,145 SHRUBS (1,145 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 58,684 SF (1,173 PU) STREET SETBACK (1 PU PER 15 SF) 19,939 SF (1,330 PU REQ) TREES LARGE (10 PU) 1 TREE (10 PU) MEDIUM (8 PU) 9 TREES (72 PU) SHRUBS LARGE SHRUB (2 PU) 461 SHRUBS (922 PU) SMALL SHRUB (1 PU) 720 SHRUBS (720 PU) BUFFER YARD (1 PU PER 20 SF) 31,014 SF (1,550 PU REQ) TREES LARGE (10 PU) 26 TREES (260 PU) MEDIUM (8 PU) 47 TREES (376 PU) SHRUBS LARGE SHRUB (2 PU) 678 SHRUBS (1,356 PU) SMALL SHRUB (1 PU) 714 SHRUBS (714 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 12,861 SF (257 PU) OTHER YARDS (1 PU PER 50 SF) 88,840 SF (1,776 PU REQ) TREES LARGE (10 PU) 2 TREES (20 PU) MEDIUM (8 PU) 6 TREES (48 PU) SHRUBS LARGE SHRUB (2 PU) 473 SHRUBS (946 PU) SMALL SHRUB (1 PU) 626 SHRUBS (626 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 65,409 SF (1,308 PU) ZONE RSN ZONE CG STACY ALLISON WAY FUTURE PHASE BUFFER YARD PROPOSED BUILDING PLANT SCHEDULE - PUBLIC IMPROVEMENTS KEY PLAN 1 L0.01 ( IN FEET ) 1 inch = ft. 0 100 100 50 200 100 400 RIGHT OF WAY ---PAGE BREAK--- SS X X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHEAST 1 L1.10 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.13 MATCHLINE - SEE L1.11 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.10 LJM 12/12/22 16:18 1:0.08 L1.10 PLANTING PLAN PLANTING PLAN NORTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD ARCHITECTURAL SCREEN WALL, SEE ARCH KEY MAP SCALE: NTS NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL GATE, SEE ARCH HYDRANT, TRASH ENCLOSURE ---PAGE BREAK--- SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V KEY NOTES KEY MAP SCALE: NTS PLANTING PLAN SOUTHEAST 1 L1.11 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.12 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.11 LJM 10/12/22 09:39 1:0.08 L1.11 PLANTING PLAN PLANTING PLAN SOUTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.10 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD INDUSTRIAL ROAD L1.13 L1.10 L1.12 L1.11 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL ---PAGE BREAK--- X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN SOUTHWEST 1 L1.12 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.12 LJM 12/13/22 14:39 1:0.08 L1.12 PLANTING PLAN PLANTING PLAN SOUTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.11 MATCHLINE - SEE L1.13 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING INDUSTRIAL ROAD KEY MAP SCALE: NTS L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. SEED TO LIMITS OF DISTURBANCE WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT GATE, SEE ARCH HYDRANT, SEE CIVIL TRASH ENCLOSURE ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHWEST 1 L1.13 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.13 LJM 09/15/22 11:15 1:0.08 L1.13 PLANTING PLAN PLANTING PLAN NORTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.10 MATCHLINE - SEE L1.12 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING KEY MAP SCALE: NTS L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. HYDRANT, SEE CIVIL EXISTING WETLAND PRESERVE AND PROTECT ARCHITECTURAL SCREEN WALL, SEE ARCH ---PAGE BREAK--- SS X X C 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V IRRIGATION PLAN NORTHEAST 1 L1.20 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.23 MATCHLINE - SEE L2.21 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.20 LJM 12/13/22 18:30 1:0.08 IRRIGATION PLAN NORTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD ARCHITECTURAL SCREEN WALL, SEE ARCH KEY MAP SCALE: NTS L1.23 L1.20 L1.22 L1.21 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL GATE, SEE ARCH L1.20 IRRIGATION PLAN POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA TRASH ENCLOSURE Waiting on Nicole B: waiting for POC location. ---PAGE BREAK--- SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V KEY MAP SCALE: NTS IRRIGATION PLAN SOUTHEAST 1 L1.21 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.22 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.21 LJM 12/13/22 14:43 1:0.08 IRRIGATION PLAN SOUTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.20 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL L1.23 L1.20 L1.22 L1.21 L1.21 IRRIGATION PLAN POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA ---PAGE BREAK--- X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN SOUTHWEST 1 L1.22 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.22 LJM 09/28/22 15:26 1:0.08 L1.22 IRRIGATION PLAN IRRIGATION PLAN SOUTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.21 MATCHLINE - SEE L1.23 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING INDUSTRIAL ROAD KEY MAP SCALE: NTS WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT GATE, SEE ARCH HYDRANT, SEE CIVIL L1.23 L1.20 L1.22 L1.21 POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA TRASH ENCLOSURE ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHWEST 1 L1.23 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.23 LJM 10/11/22 22:57 1:0.08 L1.23 IRRIGATION PLAN IRRIGATION PLAN NORTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.20 MATCHLINE - SEE L1.22 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING KEY MAP SCALE: NTS HYDRANT, SEE CIVIL EXISTING WETLAND PRESERVE AND PROTECT ARCHITECTURAL SCREEN WALL, SEE ARCH L1.23 L1.20 L1.22 L1.21 POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA ---PAGE BREAK--- 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.13 AEZ 06/09/22 16:16 1:0.08 L5.10 PLANTING DETAILS NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 1. SCARIFY AND ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO PLACING TREE AND TOPSOIL . 2. CUT AND REMOVE TWINE, BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOT BALL NOTES SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL "DUCKBILL" TREE ANCHOR SET OUTSIDE PLANTING PIT MULCH (SEE PLANTING NOTES L0.01) SET ROOT BALL 2" ABOVE ADJACENT GRADES. FINISH GRADE OF SOIL 1 1/2" BELOW GRADE OF ADJACENT SURFACE TURN BUCKLE 36" LONG PVC PIPE OVER WIRE DOUBLE STRAND 12 GAUGE GALV. WIRE - 3 PER TREE EQUALLY SPACED (REMOVE AFTER ONE YEAR) "CINCH-TIE", "GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION, ATTACH TO STAKE W/ TWO GALV. ROOFING NAILS DEPTH OF ROOTBALL MINUS 2" 3 X DIAMETER ROOTBALL EVERGREEN TREE PLANTING DETAIL LS-DETL-TREE-EVGN-GUY.DWG SCALE: NTS 1 30" DEPTH MIN. 5'-6" MIN. 1. PLANT ALL TREES AT LEAST 32 INCHES FROM THE END OF HEAD-IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 2. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS. 3. SCARIFY AND ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO PLACING TREE AND TOPSOIL. SLOPE BOTTOM TO DRAIN TO SIDES. 4. THE ENTIRE WIDTH OF THE PLANTING ISLAND SHALL CONTAIN ONLY SOIL/COMPOST PLANTING MIX AND BE FREE OF ALL DEBRIS INCLUDING GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. 5. ALL TREES SHALL CONFORM TO MOST RECENT ANSI Z60.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST LIMBS OF DECIDUOUS TREES IN PARKING LOTS AND ALONG STREETS AND SIDEWALKS SHALL BE 5 FEET ABOVE GROUND OR HIGHER. 6. EXCAVATE HOLE INTO PREPARED SOIL TO ONE INCH LESS THAN HEIGHT OF ROOTBALL AND TWO TIMES THE WIDTH OF THE ROOTBALL. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT THE BOTTOM OF THE PIT NO LESS THAN THREE FEET WIDE IF NEEDED TO REINFORCE LATERAL SUPPORT. 7. DO NOT DAMAGE THE ROOTBALL WHEN PLANTING. REMOVE ALL WIRE, STRING AND BURLAP FROM TOP AND SIDES OF ROOTBALL ONLY AFTER PLACING IN THE HOLE. 8. SET TREE STRAIGHT ON TAMPED SOIL. 9. BACKFILL HOLE WITH APPROVED PLANTING MEDIUM MIX TO HALF DEPTH. TAMP SOIL TO STABILIZE ROOTBALL. FINISH BACKFILLING AND TAMP AGAIN. 10. STAKE TREES OUTSIDE OF ROOTBALL AND PARALLEL TO PLANTING ISLAND CURBS WITH TREE STAKES. USE ONE INCH HEAVY CHAINLOCK TREE TIES OR SIMILAR. REMOVE AFTER ONE YEAR. 11. WATER IMMEDIATELY AND THOROUGHLY, TWICE PER WEEK DURING THE FIRST MONTH, THEN ONCE PER WEEK THROUGH THE REMAINDER OF THE DRY SEASON. WATER A MINIMUM OF ONCE PER MONTH DURING THE SECOND SUMMER SEASON. 12. ALL PLANTING BEDS CONTAINING TREES AND SHRUBS AND SURFACE DRAINAGE SHALL BE PREPARED SIMILAR TO THIS LANDSCAPE TREE PLANTING AND DRAINAGE DETAIL. NOTES IF CENTER OF TREE IS WITHIN 8'-0" OF A PAVED SURFACE OR UNDERGROUND UTILITY, ADD ROOT BARRIER WITH 18" DEPTH SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL FINISH GRADE OF SOIL 1 1/2" BELOW GRADE OF ADJACENT SURFACE BUILD UP ADDITIONAL 3" MOUND OF MULCH AROUND THE TREE TO FORM A BASIN TO CATCH AND RETAIN WATER SET CROWN OF ROOT BALL 2" ABOVE ADJACENT GRADES, KEEP MULCH 4" CLEAR OF TRUNK BASE 2"x 2"x 8' WOOD STAKES SET OUTSIDE ROOT BALL (REMOVE AFTER ONE YEAR) "CINCH-TIE", "GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION, ATTACH TO STAKE W/ TWO GALV. ROOFING NAILS LESS THAN 8'-0" - ADD ROOT BARRIER MORE THAN 8'-0" - NO ROOT BARRIER DECIDUOUS TREE PLANTING DETAIL 2 2 X DIAMETER ROOTBALL 1-1/2 X ROOTBALL DEPTH SHRUB ROOT CROWN TO BE SET NO LESS THAN 1" NOR MORE THAN 2" ABOVE SURROUNDING GRADE MULCH AS SPECIFIED (KEEP MULCH CLEAR OF SHRUB STEM BASE) SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL COMPACTED PLANTING MIX SHRUB PLANTING LS-DETL-SHRB.DWG SCALE: NTS 3 NOTES 1. TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIAMETER 1/2 S S S S S TRIANGULAR SPACING LAYOUT PLANTING SECTION S FINISH GRADE MULCH, SEE PLANTING NOTES L0.01 GROUNDCOVER PLANT EDGE OF PLANT BED, CURB WALK, FENCE OR WALL PLANTINGS GROUNDCOVER PLANTING LS-DETL-GCVR.DWG SCALE: NTS 4 TILL TO 6" NOTES 1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN DIAMETER FROM TOP 12" OF SOIL. 2. RIP AND TILL SUBGRADE TO DEEP (MIN.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL. 3. TILL TOPSOIL AND SOIL AMENDMENTS TO A MIN. 12" DEPTH. 4. SUBMIT SAMPLE OF MULCH & TOPSOIL FOR ACCEPTANCE PRIOR TO PLACEMENT. SOIL PREPARATION LS-DETL-PLNT-SOIL.DWG SCALE: NTS EXISTING SUBGRADE TOPSOIL SOIL AMENDMENT MULCH FINISH GRADE. ESTABLISH AT 1 INCH BELOW ADJACENT PAVING SURFACES 5 4'-0" MIN. 8'-0" 8'-0" PLAN VIEW 1' - 6" SECTION VIEW 8'-0" OR LESS URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE 3" MAX ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) 1. INSTALL ROOT BARRIER PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 2. INSTALL ROOT BARRIER WHERE CENTER OF ROOT BALL IS WITHIN 8' OF PAVEMENT. TAMP SOIL ADJACENT TO ROOT BARRIER TO STABILIZE BARRIER CURB PAVEMENT CURB TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) EXISTING SOIL FINISH GRADE 2" BELOW ADJACENT PAVEMENT NOTES ROOT BARRIER DETAIL SCALE: NTS 3" MAX 6 ROCK MULCH MAINTENANCE BAND SCALE: NTS 7 ---PAGE BREAK--- 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L5.11 AEZ 06/17/22 15:41 1:2.67 L5.11 IRRIGATION DETAILS NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © RIGHT OF WAY OR PROPERTY LINE FROM MAIN (BY OTHERS) WATER METER (BY OTHERS) LINE SIZE BRONZE GATE VALVE BACKFLOW PREVENTION ASSEMBLY QUICK COUPLER FLOW SENSOR SCHEDULE 40 PVC MAINLINE TO ZONES POINT OF CONNECTION LI-DETL-GEN-POC.DWG SCALE: NTS 1 3" MIN. ISOLATION / GATE VALVE LI-DETL-06-VALV-GATE-ISOL.DWG SCALE: NTS VALVE BOX WITH LOCKABLE LID NOTES: 1. SCH 80 ADAPTER AND FITTINGS TO BE SAME SIZE AS ISOLATION VALVE FINISH GRADE MALE ADAPTER / REDUCER, BOTH SIDES MAIN LINE ISOLATION / GATE VALVE, EQUIPPED FOR KEYED OPERATION DRAIN ROCK, 4-INCH DEPTH MIN BRICK OR CONC. BLOCK 2 FLOW NOTE: DOUBLE CHECK VALVE BACKFLOW PREVENTOR (BELOW GRADE) SCALE: NTS SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE LI-DETL-VALV-DCHK.DWG SPECIFIED BACKFLOW PREVENTION DEVICE GATE VALVE (LINE SIZE) SPECIFIED MAINLINE TO ZONES UNION EACH SIDE 6" MIN SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6-INCH PEA GRAVEL (MIN) CONCRETE THRUST BLOCK IRRIGATION SUPPLY FROM METER INSTALL BACKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. 3 QUICK COUPLER VALVE LI-DETL-VALV-QCUP.DWG SCALE: NTS #4 X 24" REBAR WITH SS GEAR CLAMPS PVC SCH 40 ELL PVC MAINLINE PIPE VALVE BOX WITH COVER FINISH GRADE / TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE 3 4" WASHED GRAVEL, 3-INCH MIN DEPTH BRICK PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL PVC SCH 40 STREET ELL 4 1 1/2" = 1'-0" MASTER VALVE/FLOW SENSOR ASSEMBLY FX-IR-FX-MAST-56 5 12" MIN. 18" MIN. 6" NOTES: 1. SNAKE ALL PVC PIPING IN TRENCHING 2. TIE LOOSE 3 FT LOOP IN ALL IRRIGATION WIRING AT CHANGES IN DIRECTION GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 3. WHERE ELECTRICAL WIRING DOES NOT SHARE COMMON TRENCH, OVER EXCAVATE TRENCH 2 INCHES MIN AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. 4. LOCATE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON RECORD DRAWINGS. SPECIFIED BACKFILL SPECIFIED PIPE BEDDING LATERAL LINE MAIN LINE IRRIGATION TRENCHING (TYP) LI-DETL-GEN-TRENCH.DWG SCALE: NTS IRRIGATION WIRING SAND BACKFILL BY ELECTRICAL CONTRACTOR WHERE TRENCH IS COMMON 6 VARIES SEE NOTE VARIES 14" MIN. 6" 6" IRRIGATION SLEEVES LI-DETL-GEN-SLEEVE.DWG SCALE: NTS PAVING FILL AS SPECIFIED TRACE WIRE SCH 40 PVC SLEEVE SECTION AT PAVING SECTION AT WALLS NOTES: 1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES PASSING THROUGH. 2. EXTEND IRRIGATION SLEEVE 6-INCHES BEYOND EDGE OF PAVING, EACH SIDE. 3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING INSTALLATION. 4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND CAP BOTH ENDS WITHOUT GLUE. WALL SLEEVE FINISHED GRADE SCHEDULE 80 PVC, SIZE AS SPECIFIED MIN DEPTH OF PIPE MAINLINE 18" LATERAL AT PAVING 14" AT DRIVING SURFACE 24" 7 1" DRIP VALVE/FILTER/REGULATOR SCALE: NTS FILTER AS SPECIFIED RCV AS SPECIFIED PVC TRUE UNION BALL VALVE CONTROLLER WIRE WITH 30" OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS 20"x14" JUMBO PLASTIC VALVE BOX SET BOX FLUSH AT TURF PRESSURE REGULATOR AS SPECIFIED PVC UNION WITH SHORT NIPPLES 45° DOWN AS REQUIRED TO LATERAL PIPE DEPTH 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES 2 6x2x16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE SCH. 80 RISER SxT TEE W/ 2" NIPPLE AT MAINLINE 2" 3" MIN. 12" BELOW GRADE OUTLET PIPE SAME SIZE AS VALVE, 24" MIN, LENGTH TO FIRST FITTING 8 SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2 3 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 13 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 13 ON A SEPARATE VALVE. PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. CENTER FEED EXAMPLE EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 GRID PRECIPITATION RATES (IN/HR) MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI MAXIMUM FLOW PER ZONE EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 MAXIMUM LATERAL LENGTH (FEET) TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED SHAPED ODD SHAPED TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. 9 P-PT.M-25 NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH 3. RWS-M SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-M-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-M-B-1401: 0.25 GPM (0,95 L/M) RWS-M-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-M-B-1402: 0.5 GPM (1,9 L/M), 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. R 1 FINISH GRADE/TOP OF MULCH 1 2 ROOT WATERING SYSTEM: RAIN BIRD RWS-M 2 3 1/2" (1.3 cm) SPIRAL BARB FITTING (INCLUDED) 3 4 1/2" (1.3 cm) SWING ASSEMBLY: RAIN BIRD SA-125050 OR 1/2" (1.3 cm) SWING PIPE: RAIN BIRD SP SERIES WITH 1/2" (1.3 cm) MALE NPT x 0.490" BARB ELBOW: RAIN BIRD SBE-050 4 5 PVC SCH 40 TEE OR EL 5 6 PVC OR POLYETHYLENE LATERAL PIPE 6 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 7 8 4" (10.2 cm) WIDE x 18" (45.7 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 8 9 PLANT ROOT BALL 9 A-RWS-S TREE INSTALLATION NOT TO SCALE FX-IR-RB-DRIP-15 10 MULTI-TRAJECTORY SPRAY HEAD LI-DETL-HEAD-SPRAY-MT.DWG SCALE: NTS FINISH GRADE ROTATOR LATERAL PIPE LATERAL TEE OR ELL SWING JOINT 11 MANUAL DRAIN VALVE 085-L0.01-L1.P1.DWG SCALE: NTS SCH. 40 MAINLINE VALVE BOX WITH LID FINISH GRADE 4" PVC SLEEVE MANUAL DRAIN VALVE SCH. 80 NIPPLES DRAIN ROCK - 3 CU. FT. MIN. 12 1" = 1'-0" INTERIOR WALL MOUNT CONTROLLER FX-IR-FX-CONT-21 13 ---PAGE BREAK--- SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 130 1 2 3 4 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 25 26 27 28 129 128 127 5 24 29 30 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 65 66 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 94 93 95 96 63 64 31 32 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 131 132 133 134 135 136 138 139 137 140 141 142 SS SS SS SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 20 20 A A B B C C D D E E F F G G H H I I J J K K L L M M 650' - 0" 40' - 0" 60' - 0" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 60' - 0" 40' - 0" 650' - 0" 40' - 0" 60' - 0" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 60' - 0" 40' - 0" 1 A3.10 2 A3.10 3 A3.10 4 A3.11 NORTHWEST, SEE A1.12 NORTHEAST, SEE A1.13 SOUTHEAST, SEE A1.14 SOUTHWEST, SEE A1.15 1 A3.20 2 A3.20 3 A3.20 A4.10 1 A4.10 2 A4.11 1 A4.11 2 19 19 18 18 17 17 16 16 15 15 14 14 13 13 11 11 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 12 12 10 10 1 1 884' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 51' - 0" 1' - 0" 1' - 0" 51' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 51' - 0" 1' - 0" 1' - 0" 51' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 884' - 0" ELECTRICAL ROOM FIRE PUMP ROOM 03-22 SS A5.20 1 22-03 22-02 03-23 SEE ARCHITECTURAL GENERAL SYMBOLS A0.01 SYMBOL LEGEND SEE ARCHITECTURAL GENERAL NOTES A0.01 GENERAL NOTES BUILDING AREA: 513,193 SF CLEAR HEIGHT: 36' CLEAR DOCK DOORS: 100 POSITIONS DRIVE IN DOORS: 4 POSITIONS PROJECT INFORMATION A M 20 1 11 SOUTH WEST NORTH WEST KEY PLAN G SOUTH EAST NORTH EAST MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:43:53 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A1.11 OVERALL FLOOR PLAN Author Checker SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/32" = 1'-0" A1.11 1 OVERALL FLOOR PLAN KEYNOTES 03-22 EXPANSION JOINT, SEE DETAILS 4-6/A5.15 03-23 CONCRETE SHEAR WALL, SEE DETAIL 1/A5.15 22-02 SANITARY SEWER LINE, SEE CIVIL FOR ALIGNMENT AT EXTERIOR. PLUMBING DESIGNER TO VERIFY ALL REQUIREMENTS AND BUILDING CODE COMPLIANCE. 22-03 2" INSULATED DOMESTIC WATER LINE ABOVE. PLUMBING DESIGNER TO VERIFY ALL REQUIREMENTS AND BUILDING CODE COMPLIANCE. REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 20 20 A A B B C C D D E E F F G G H H I I J J K K L L M M 19 19 18 18 17 17 16 16 15 15 14 14 13 13 11 11 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 12 12 10 10 1 1 650' - 0" 40' - 0" 60' - 0" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 60' - 0" 40' - 0" 884' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 51' - 0" 1' - 0" 1' - 0" 51' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 884' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 51' - 0" 1' - 0" 1' - 0" 51' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 650' - 0" 40' - 0" 60' - 0" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 56' - 3" 60' - 0" 40' - 0" 37' - 1 1/2" B/DECK 38' - 2 1/2" B/DECK 40' - 7 1/2" B/DECK 40' - 0" B/DECK 41' - 8 1/2" B/DECK 41' - 2 1/4" B/DECK 42' - 9 1/2" B/DECK 42' - 4 1/2" B/DECK 43' - 10 1/2" B/DECK 43' - 6 3/4" B/DECK 44' - 11 1/2" B/DECK 44' - 9" B/DECK 43' - 10 1/2" B/DECK 42' - 9 1/2" B/DECK 41' - 8 1/2" B/DECK 38' - 2 1/2" B/DECK 38' - 10 3/4" B/DECK 39' - 0" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 43' - 6 3/4" B/DECK 43' - 10 1/2" B/DECK 42' - 4 1/2" B/DECK 42' - 9 1/2" B/DECK 41' - 2 1/4" B/DECK 41' - 8 1/2" B/DECK 40' - 0" B/DECK 40' - 7 1/2" B/DECK 38' - 10 3/4" B/DECK 39' - 0" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 38' - 2 1/2" B/DECK 38' - 2 1/2" B/DECK 40' - 0" B/DECK 41' - 2 1/4" B/DECK 42' - 4 1/2" B/DECK 43' - 6 3/4" B/DECK 44' - 9" B/DECK 43' - 6 3/4" B/DECK 42' - 4 1/2" B/DECK 41' - 2 1/4" B/DECK 40' - 0" B/DECK 38' - 2 1/2" B/DECK 40' - 0" B/DECK 40' - 7 1/2" B/DECK 41' - 8 1/2" B/DECK 41' - 2 1/4" B/DECK 42' - 9 1/2" B/DECK 42' - 4 1/2" B/DECK 43' - 10 1/2" B/DECK 43' - 6 3/4" B/DECK 44' - 11 1/2" B/DECK 44' - 9" B/DECK 43' - 6 3/4" B/DECK 43' - 10 1/2" B/DECK 42' - 4 1/2" B/DECK 42' - 9 1/2" B/DECK 41' - 8 1/2" B/DECK 41' - 2 1/4" B/DECK 40' - 7 1/2" B/DECK 40' - 0" B/DECK 38' - 2 1/2" B/DECK 38' - 2 1/2" B/DECK 37' - 1 1/2" B/DECK 38' - 2 1/2" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 37' - 1 1/2" B/DECK 43' - 10 1/2" B/DECK 42' - 9 1/2" B/DECK 41' - 8 1/2" B/DECK PARAPET AT 42'-6" GUTTER AT 38'-9" GUTTER AT 38'-9" PARAPET AT 42'-6" PARAPET AT 41'-0" PARAPET AT 41'-0" PARAPET AT 42'-6" GUTTER AT 37'-8" GUTTER AT 37'-8" PARAPET AT 42'-6" PARAPET AT 42'-6" PARAPET AT 41'-0" GUTTER AT 38'-9" PARAPET AT 42'-6" GUTTER AT 38'-9" PARAPET AT 41'-0" PARAPET AT 42'-6" GUTTER AT 39'-6 1/2" GUTTER AT 39'-6 1/2" PARAPET AT 42'-6" A. MAINTAIN ¼” PER FOOT MINIMUM SLOPE THROUGHOUT ROOF. B. ALL ROOF ELEVATIONS TO BOTTOM OF DECK. C. WALKWAY PADS ARE SHOWN SCHEMATICALLY. WALKWAY PADS SHOULD BE PROVIDED AT AREAS SHOWN AND TO INCLUDE ALL EQUIPMENT INSTALLATIONS, DOORWAYS, STAIR/LADDER LANDINGS, AND OTHER AREAS REQUIRING REGULAR MAINTENANCE. D. CONTRACTOR TO PROVIDE COVERS, ENCLOSURES, AND/OR SEALANTS AT ALL ROOF PENETRATIONS, PIPES, CURBS, DUCTS, AND CONNECTIONS. COORDINATE AND REFER TO MECHANICAL/ELECTRICAL DISCIPLINES FOR ADDITIONAL INFORMATION. E. PROVIDE SPLASHBLOCKS AT DOWNSPOUTS OF ALL ROOF ACCESSORY STRUCTURES. F. SEE DETAIL 10/A5.12 FOR PIPE PENETRATIONS G. SEE DETAIL 9/A5.12 FOR MECHANICAL UNIT CURBS GENERAL NOTES LEGEND SKYLIGHT WITH CRICKET AT HIGH SIDE 1/4" PER FT MIN SLOPE, SEE DETAIL 8/A5.12 BUILT UP CRICKET, 1/4" MIN (SEE PLAN FOR ELEVATIONS) ± 6 1/2" VERIFY 1 1/2" 5" VERIFY SINGLE PLY ROOF MEMBRANE R-30 WALKABLE RIGID INSULATION (4 LAYERS STAGGERED) ROOF STRUCTURE PER PLANS B/DECK ELEVATION PER PLAN METAL DECK A M 20 1 11 SOUTH WEST NORTH WEST KEY PLAN G SOUTH EAST NORTH EAST MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:44:31 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A1.20 OVERALL ROOF PLAN JND REW SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/32" = 1'-0" A1.20 1 OVERALL ROOF PLAN 3" = 1'-0" A1.20 2 TYPICAL ROOF ASSEMBLY REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- G H I J K L M 4 A3.10 3 A3.20 08-07 08-07 08-06 03-16 03-16 42' - 6" 10' - 0" 9' - 0" 7' - 0" 6' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET A A A B B B B C 2' - 0" 3' - 0" 1 A5.12 1 A5.12 4 A5.15 A5.12 5 3 A5.12 03-18 08-01 26-02 26-01 22-01 08-02 08-03 2' - 0" 5' - 0" 3' - 0" 5' - 0" 2' - 0" B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" L/OPENING R/OPENING 19' - 11 1/2" 1' - 0" 18' - 7" B/REVEAL T/REVEAL ℄/REVEAL ℄/REVEAL 30' - 6" 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" R/REVEAL L/REVEAL L/REVEAL R/REVEAL A B C D E F G 3 A3.10 42' - 6" 10' - 0" 9' - 0" 7' - 0" 6' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 08-07 08-07 03-16 03-16 A A B B B C 2' - 0" 1 A5.12 1 A5.12 4 A5.15 A5.12 5 3 A5.12 08-07 08-07 08-06 08-01 26-02 26-01 T/REVEAL B/REVEAL B/REVEAL 2' - 0" 5' - 0" 3' - 0" 5' - 0" 2' - 0" B/REVEAL B/REVEAL B/REVEAL B/REVEAL 5' - 0"5' - 0" TYP 5' - 0"5' - 0"5' - 0" 4' - 10" 18' - 1" 1' - 0" 18' - 7" 5' - 0"5' - 2" 4' - 10" 4' - 10"5' - 2" R/REVEAL L/REVEAL L/REVEAL R/REVEAL R/REVEAL L/REVEAL ℄/REVEAL ℄/REVEAL 30' - 6" PAINT SCHEDULE P-1: SHERWIN WILLIAMS "PASSIVE" SW 7064 P-2: SHERWIN WILLIAMS "CITY SCAPE" SW 7067 P-3: SHERWIN WILLIAMS "IRON ORE" SW 7069 A B C D E F G 4 A3.10 1 A3.20 2 A3.20 03-16 03-16 08-07 08-07 42' - 6" 3' - 6" 2' - 0" 5' - 0" 6' - 0" 7' - 0" 9' - 0" 10' - 0" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET A A A B B B B C 2' - 0" 3' - 0" 1 A5.12 3 A5.12 1 A5.12 A5.12 5 08-02 08-03 08-01 26-01 26-01 B/REVEAL T/REVEAL B/REVEAL 2' - 0" 5' - 0" 3' - 0" 5' - 0" 2' - 0" B/REVEAL B/REVEAL B/REVEAL B/REVEAL 19' - 11 1/2" 1' - 0" 18' - 7" 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" L/REVEAL R/REVEAL ℄/REVEAL ℄/REVEAL 30' - 6" 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" R/REVEAL L/REVEAL R/REVEAL L/REVEAL G H I J K L M 3 A3.10 42' - 6" 10' - 0" 9' - 0" 7' - 0" 6' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 03-16 03-16 08-07 08-07 A A B B B C 2' - 0" 4' - 10" 1 A5.12 A5.12 5 3 A5.12 1 A5.12 08-01 26-02 26-01 08-06 18' - 1" 1' - 0" 18' - 7" 30' - 6" T/REVEAL B/REVEAL B/REVEAL 3' - 0" 5' - 0" 2' - 0" 5' - 0" 2' - 0" B/REVEAL B/REVEAL B/REVEAL B/REVEAL 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" R/REVEAL L/REVEAL R/REVEAL L/REVEAL 5' - 0" 5' - 0" TYP 5' - 0" 5' - 0" 5' - 0" L/OPENING ℄/REVEAL R/OPENING ℄/REVEAL GENERAL NOTES SEE ARCHITECTURAL GENERAL NOTES A0.01 FOR ADDITIONAL NOTES SEE A6.10 FOR WINDOW SCHEDULE. M 3' - 6" 2' - 0" 5' - 0" 8' - 0" 5' - 0" 11' - 0" 5' - 0" 3' - 0" 42' - 6" FINISH FLOOR B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/PARAPET T/REVEAL B/REVEAL M 3' - 0" 5' - 0" 11' - 0" 5' - 0" 8' - 0" 5' - 0" 2' - 0" 3' - 6" 42' - 6" FINISH FLOOR B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/PARAPET B/REVEAL T/REVEAL A 42' - 6" 3' - 0" 5' - 0" 11' - 0" 5' - 0" 8' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/PARAPET B/REVEAL T/REVEAL A 3' - 6" 2' - 0" 5' - 0" 8' - 0" 5' - 0" 11' - 0" 5' - 0" 42' - 6" FINISH FLOOR B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/PARAPET T/REVEAL B/REVEAL MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:45:11 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A2.10 BUILDING ELEVATIONS Author Checker SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/16" = 1'-0" A2.10 2 EAST ELEVATION (SOUTH) 1/16" = 1'-0" A2.10 4 WEST ELEVATION (NORTH) KEYNOTES 03-16 TILT-UP CONCRETE PANEL, SEE STRUCTURAL 03-18 1" REVEAL SEE DETAIL 3/A5.10 08-01 INSULATED HM PERSONNEL DOOR, PAINT PER ELEVATIONS. SEE DOOR SCHEDULE 08-02 INSULATED DOUBLE HM PERSONNEL DOOR, PAINT PER ELEVATIONS, SEE DOOR SCHEDULE 08-03 INSULATED HM PERSONNEL DOOR AT ELECTRICAL ROOM, PAINT PER ELEVATIONS, SEE DOOR SCHEDULE 08-06 STOREFRONT ENTRY, SEE A6.10 FOR WINDOW SCHEDULE 08-07 STOREFRONT WINDOW, SEE A6.10 FOR WINDOW SCHEDULE 22-01 DOWNSPOUT. PAINT TO MATCH BACKGROUND COLOR, SEE ELEVATIONS 26-01 EXTERIOR LIGHT. DESIGN-BUILD ELECTRICAL TO VERIFY ALL REQUIREMENTS. COORDINATE WITH A/E IF LOCATIONS ARE TO CHANGE. SEE CIVIL FOR ADDITIONAL INFORMATION. SHOE BOX STYLE, DARK ANODIZED FINISH AND FULL CUT OFF. 26-02 EMERGENCY EGRESS LIGHT TO MEET CODE REQUIREMENTS. DESIGN-BUILD ELECTRICAL TO VERIFY ALL REQUIREMENTS. DARK ANODIZED FINISH. 1/16" = 1'-0" A2.10 5 EAST ELEVATION (NORTH) 1/16" = 1'-0" A2.10 6 WEST ELEVATION (SOUTH) REVISION SCHEDULE Delta Issued As Issue Date 1/16" = 1'-0" A2.10 1 RETURN PANELS @ GRIDLINE 19 1/16" = 1'-0" A2.10 3 RETURN PANELS @ GRIDLINE 2 1/16" = 1'-0" A2.10 7 RETURN PANELS @ GRIDLINE 2 1/16" = 1'-0" A2.10 8 RETURN PANELS @ GRIDLINE 19 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 20 2 A3.10 19 18 17 16 15 14 13 11 12 10 2' - 3" 3' - 6" 2' - 0" 5' - 0" 6' - 0" 7' - 0" 9' - 0" 10' - 0" 42' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 08-05 08-04 08-07 03-16 03-16 1 A5.12 A5.12 6 4 A5.15 3 A5.12 05-06 08-01 26-02 26-01 22-01 A A B B 1' - 6" 3' - 9" 19' - 2" 1' - 0" 22' - 7" B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/REVEAL 2' - 0" 5' - 0" 3' - 0" 2' - 0" 5' - 0" 34' - 6" 5' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 6" L/OPENING ℄/REVEAL ℄/REVEAL R/OPENING 1 A3.21 2 A3.21 3 A3.21 11 9 8 7 6 5 4 3 2 12 10 1 42' - 6" 3' - 6" 2' - 0" 5' - 0" 6' - 0" 7' - 0" 9' - 0" 10' - 0" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 1' - 6" 2' - 3" 08-04 08-05 03-16 03-16 08-07 A5.12 5 1 A5.12 4 A5.15 3 A5.12 05-06 08-01 26-02 26-01 A A B B 19' - 2" 1' - 0" 22' - 7" B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/REVEAL 6' - 9" 5' - 0" 5' - 0" 5' - 0" 6' - 9" L/OPENING ℄/REVEAL ℄/REVEAL R/OPENING 2' - 0" 5' - 0" 3' - 0" 2' - 0" 5' - 0" 34' - 6" 11 9 8 7 6 5 4 3 2 12 10 1 42' - 6" 10' - 0" 9' - 0" 7' - 0" 6' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 08-07 08-07 08-05 08-04 03-16 03-16 A5.12 5 3 A5.12 1 A5.12 4 A5.15 A A B B 05-06 08-01 26-01 26-02 22' - 7" 1' - 0" 19' - 2" 34' - 6" B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/REVEAL 3' - 0" 5' - 0" 2' - 0" 5' - 0" 2' - 0" 6' - 9" 5' - 0" 5' - 0" 5' - 0" 6' - 9" L/OPENING ℄/REVEAL ℄/REVEAL R/OPENING 20 1 A3.10 19 18 17 16 15 14 13 11 12 10 42' - 6" 10' - 0" 9' - 0" 7' - 0" 6' - 0"5' - 0" 2' - 0" 3' - 6" FINISH FLOOR T/OPENING B/OPENING T/OPENING T/PARAPET 08-07 08-05 08-04 03-16 03-16 3' - 9" 2' - 3" 1' - 6" 4 A5.15 A5.12 5 3 A5.12 1 A5.12 A A B B 05-06 08-01 26-02 26-01 B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL B/REVEAL T/REVEAL 22' - 7" 1' - 0" 19' - 2" 34' - 6" 3' - 0" 5' - 0" 2' - 0" 5' - 0" 2' - 0" 5' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 6" L/OPENING ℄/REVEAL ℄/REVEAL R/OPENING PAINT SCHEDULE P-1: SHERWIN WILLIAMS "PASSIVE" SW 7064 P-2: SHERWIN WILLIAMS "CITY SCAPE" SW 7067 P-3: SHERWIN WILLIAMS "IRON ORE" SW 7069 GENERAL NOTES SEE ARCHITECTURAL GENERAL NOTES A0.01 FOR ADDITIONAL NOTES SEE A6.10 FOR WINDOW SCHEDULE. MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:45:21 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A2.11 BUILDING ELEVATIONS Author Checker SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/16" = 1'-0" A2.11 1 SOUTH ELEVATION (WEST) 1/16" = 1'-0" A2.11 2 SOUTH ELEVATION (EAST) 1/16" = 1'-0" A2.11 3 NORTH ELEVATION (EAST) 1/16" = 1'-0" A2.11 4 NORTH ELEVATION (WEST) KEYNOTES 03-16 TILT-UP CONCRETE PANEL, SEE STRUCTURAL 05-06 STEEL ACCESS STAIRS, SEE DETAILS 1-6/A7.10 08-01 INSULATED HM PERSONNEL DOOR, PAINT PER ELEVATIONS. SEE DOOR SCHEDULE 08-04 9'-0" X 10'-0" OHD INSULATED HIGH-LIFT DOCK DOOR. SEE DOOR SCHEDULE 08-05 12'-0" X 14'-0" OHD INSULATED DRIVE-IN DOOR WITH 3'-0" X 7'-0" PERSONNEL DOOR, WITH 1" INSULATED TRANSOM WINDOW ABOVE. SEE DOOR SCHEDULE 08-07 STOREFRONT WINDOW, SEE A6.10 FOR WINDOW SCHEDULE 22-01 DOWNSPOUT. PAINT TO MATCH BACKGROUND COLOR, SEE ELEVATIONS 26-01 EXTERIOR LIGHT. DESIGN-BUILD ELECTRICAL TO VERIFY ALL REQUIREMENTS. COORDINATE WITH A/E IF LOCATIONS ARE TO CHANGE. SEE CIVIL FOR ADDITIONAL INFORMATION. SHOE BOX STYLE, DARK ANODIZED FINISH AND FULL CUT OFF. 26-02 EMERGENCY EGRESS LIGHT TO MEET CODE REQUIREMENTS. DESIGN-BUILD ELECTRICAL TO VERIFY ALL REQUIREMENTS. DARK ANODIZED FINISH. REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- A B C D E F G CLR HEIGHT 36' - 0" 05-01 03-03 CLR HEIGHT 36' - 0" G H I J K L M CLR HEIGHT 36' - 0" 20 05-04 05-02 05-03 05-01 03-03 CLR HEIGHT 36' - 0" 19 18 17 16 15 14 13 11 12 10 CLR HEIGHT 36' - 0" 11 9 8 7 6 5 4 3 2 12 10 1 MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:45:29 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt 1/16" = 1'-0" A3.10 BUILDING SECTIONS Author Checker SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/16" = 1'-0" A3.10 1 BUILDING SECTION-NORTH/SOUTH (NORTH END) 1/16" = 1'-0" A3.10 2 BUILDING SECTION-NORTH/SOUTH (SOUTH END) 1/16" = 1'-0" A3.10 3 BUILDING SECTION- EAST/WEST (WEST END) 1/16" = 1'-0" A3.10 4 BUILDING SECTION- EAST/WEST (EAST END) REVISION SCHEDULE Delta Issued As Issue Date KEYNOTES 03-03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL 05-01 HSS COLUMN, SEE STRUCTURAL 05-02 STEEL JOIST FRAMING, SEE STRUCTURAL 05-03 STEEL GIRDER, SEE STRUCTURAL 05-04 STEEL DECKING, SEE STRUCTURAL PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- PROPOSED BUILDING WINTER SOLSTICE 9:00 AM PST EVERGREEN ROAD PARR ROAD NE 5 A3.11 4 A3.11 PROPOSED BUILDING WINTER SOLSTICE 12:00 PM PST EVERGREEN ROAD PARR ROAD NE 4 A3.11 5 A3.11 PROPOSED BUILDING WINTER SOLSTICE 3:15 PM PST EVERGREEN ROAD PARR ROAD NE 4 A3.11 5 A3.11 T/PARAPET FINISHED FLOOR PARKING LOT EVERGREEN ROAD 3 2 1 42' - 6" 15' - 0" 6' - 0" PROPERTY LINE I J K L M TRAILER PARKING TRUCK DOCKS DRIVE AISLE PROPERTY LINE 4' - 0" 38' - 2 1/2" FINISHED FLOOR T/PARAPET 30' - 0" SHADOW LINE, SEE 1/A3.11 ARCHITECTURAL WALL MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/7/2022 4:01:35 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A3.11 SITE SECTIONS & SHADOW PLANS Author Checker SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% CD SET 6/16/2022 WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 1" = 160'-0" A3.11 1 SHADOW PLAN-MORNING 1" = 160'-0" A3.11 2 SHADOW PLAN-MID MORNING 1" = 160'-0" A3.11 3 SHADOW PLAN-AFTERNOON 1/16" = 1'-0" A3.11 4 SITE SECTION - WEST/EAST (EAST END) 1/16" = 1'-0" A3.11 5 SITE SECTION - NORTH/SOUTH (NORTH END) REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 22' - 0" 3' - 6" 6' - 0" 3' - 0" 6' - 0" 3' - 6" 1' - 6 1/2" 10' - 11 1/2" 2' - 5 1/2" 6' - 0" 2' - 6" CJ CJ PRE-CAST CONCRETE CURB (3 SIDES) W/ REBAR DRIVEN THRU PREDRILLED HOLES. TYP. 4 FUTURE CONTAINER 6'-0" GATE, SEE DETAIL 6" CURB 2' - 6" 3 A5.13 BOLLARD PER CONTRACTOR TO COORDINATE SEQUENCING W/FOUNDATION POUR 7 A5.13 5 A5.13 SLOPE TO DRAIN 4 A5.13 / 8 A5.13 CANE BOLT FOR HOLE OPEN PER 8/A5.13 CANE BOLT FOR HOLE OPEN PER 8/A5.13 / - 3' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 4' - 0" 1' - 0" 1' - 0" 3' - 0" 3' - 0" 4' - 0" 4' - 0" 4' - 0" WIDENED FOOTING AT GATE LOCATIONS, SEE 7/A5.13 FOR ADDITIONAL INFORMATION, DO NOT PROVIDE TEMPORARY FTG FOR PANEL ERECTION AT THESE LOCATIONS CONCRETE FOOTING BELOW, REINFORCEMENT AND POUR AFTER PANEL ERECTION ON TEMPERORY FOOTINGS, REINFORCEMENT PER 7/A5.13 TEMPORARY FTG FOR PANEL ERECTION AS REQ'D, SEE 7/A5.13 FOR ADDITIONAL INFORMATION, EXTEND LONGITUDINAL REINFORCEMENT TO LAP WITH FTG EA SIDE. IT IS ACCEPTABLE TO CUT VERT BAR AT TEMPORARY FTG AS REQ'D 1' - 10" 1' - 10" CONCRETE FOOTING, BELOW. 6" CONCRETE TILT WALL, TYP. 6" CONCRETE TILT WALL, TYP. 22' - 0" 6" 21' - 0" 6" 3' - 6" 3' - 6" 7' - 0" PJ PJ "NO PARKING" SIGN, TYP EACH GATE CONCRETE FOOTING GALVANIZED "B DECK" DO NOT PAINT PAINTED CONCRETE TILT- UP PANEL BEYOND PAINTED TS 3" x 3" FRAME (PAINTED CANE BOLT PER DETAIL 6" 10' - 6" 10' - 6" 6" 22' - 0" 7' - 0" 1' - 0" 1' - 0" 1' - 0" 6' - 0" 8 A5.13 6 A5.13 / 8 A5.13 CONCRETE FOOTING, BELOW. 6" CONCRETE CIP WALL, TYP. 6" CONCRETE CIP WALL BEYOND, TYP. 11' - 0" 6" 3' - 6" 3' - 6" 1' - 0" 7' - 0" GALVANIZED GATE TS 3X3" FRAME (DO NOT PAINT) 8" MIN 1 1/2" 1/2" EXPANSION ANCHOR, EMBED 2.75" MIN, AT 18" OC 24" TALL, 3/8" GALVANIZED BENT PLATE AT HINGES, PAINT TO MATCH GATE FRAME 6" CONCRETE WALL WITH TYP REINF. PER DETAIL 1 1/2 PAIR 6 x 6 WELDED HINGES HAGER 1850 LP OR EQUAL. PAINT TO MATCH GATE GATE FRAME PER / 8 A5.13 / 7 A5.13 1' - 0" MAX CLR 1 1/2" CLR 1 1/2" #5 BARS EF @ END OF WALL HORIZONTAL BARS PER 7/A5.13, PROVIDE 180 HOOKS AT END, ALTERANTE EVERY OTHER BAR 1' - 0" 1' - 6" 7' - 0" 3' - 6" 3' - 6" T/FOOTING EXTERIOR INTERIOR /REVEAL 6" 6" 6" CONCRETE CIP WALL 1/2" CHAMFER, TYPICAL #4 AT TOP AND BOTTOM OF PANEL, TYPICAL #5@12" OC VERT, #4@12 OC HORIZ PRE-CAST CONCRETE CURB (3 SIDES) W/ REBAR DRIVEN THRU PREDRILLED HOLES 6" CONRETE SLAB W/#4 AT 2'-0" O.C. EACH WAY OVER 6" CRUSHED ROCK BASE 1'-0" x REQ'D BARS. BAR SIZE AND SPACING TO MATCH VERT PANEL REINFORCEMENT, ALTERNATE HOOK #4 LONGITUDINAL REINF TOP AND BOTTOM #4 TRANVERSE REINF @ 12" OC TOP AND BOTTOM EQ EQ LAP LENGTH PER STRUCT. #4 X 2'-0" X 2'-0" SLAB DOWEL @ 4'-0" OC FTG PER PLAN CENTERED ON WALL 1 3/4" 6' - 0" GATE 1' - 0" 1' - 0" 6" 1' - 6" CONT. SEALANT AND FLASHING TYP TOP AND BOTTOM TS3x3x1/4 TUBE FRAME 1/4"x2"xCONT. ROD AND TURNBUCKLE BRACING GALVANIZED DECK ATTACH WITH 1/4" 304 STAINLESS STEEL BOLTS 3/4" CANE BOLT FOR EACH LEAF WITH HOLD OPEN PIPE SLEEVE-EMBED 4" DEEP GALVANIZED 3x3x3/16 ANGLE WITH 1/2" DIA. x 4" HEADED WELD STUDS AT 2'-0" OC. 6" CONCRETE SLAB, SEE #4 AT 2'-0" O.C. EACH WAY ASPHALT PAVING CLR 3" NOTE: GALVANIZE ENTIRE GATE ASSEMBLY / 7 A5.13 1 1/2" CLR #4 LONGITUDINAL TOP AND BOTTOM #4 U BAR @ 24" OC MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:46:11 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A5.13 EXTERIOR DETAILS BTM REW SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/4" = 1'-0" A5.13 1 TRASH ENCLOSURE PLAN 1/4" = 1'-0" A5.13 3 TRASH ENCLOSURE REAR ELEVATION 1/4" = 1'-0" A5.13 4 TRASH ENCLOSURE FRONT ELEVATION 1/4" = 1'-0" A5.13 5 TRASH ENCLOSURE SIDE ELEVATION 3" = 1'-0" A5.13 6 HINGE CONNECTION 1/2" = 1'-0" A5.13 7 TRASH ENCLOSURE WALL 1 1/2" = 1'-0" A5.13 8 GATE SECTION REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- I5 LOGISTICS CENTER EAST PHASE I 2" 4' - 11" 1" 8' - 0" 3' - 0" 16' - 0" 4' - 0 1/2" 1' - 6" 5' - 6 1/2" 1' - 0" 1' - 0" 6" RAISED LETTERS, BY DESIGN BUILD FINISH GRADE SEE CIVIL 7' - 6 1/2" TENANT SIGNAGE TENANT SIGNAGE, BY DESIGN BUILD TENANT SIGNAGE NOTE: FINAL DESIGN TBD XXX EVERGREEN ROAD WOODBURN,OR 1/2" 1' - 11 1/2" 1" 1' - 11 1/2" 1' - 6" 1' - 0" 4' - 0" 2" 8" 2" 6' - 6 1/2" 1' - 3" REVEAL SEE 4/A8.1 # 4 AT 1' - 0" O.C. EACH WAY #4 AT 1' - 0" O.C. EACH WAY, TOP AND BOTTOM PROVIDE STD HOOK INTO FTG FINISH GRADE, SEE CIVIL NOTE: FINAL DESIGN TBD 3" CLR 3' - 0" 2" 4' - 8" 1" 8' - 3" 3' - 0" 1' - 0" 16' - 2" 1' - 0" 2 A5.30 4 A5.30 2" 8" 2" 1' - 6" 1' - 0" 1' - 6" 18' - 2" 4' - 0" 3 A5.30 FINISH GRADE SEE CIVIL NOTE: FINAL DESIGN TBD MIN 16" 40' MAX TYP MIN 6 FT HEIGHT ABOVE GRADE MIN 7'-4" HEIGHT ABOVE GRADE (ALTERNATIVE WALL SECTION HEIGHTS BETWEEN 6' AND SEE CIVIL SITE PLAN FOR FULL EXTENTS * CMU TO HAVE MIX OF 40% SPLIT FACE (CHARCOAL) AND 40% FROUND FACE (NATURAL) 7'-6" MAX HEIGHT 1' - 0" FINISH GRADE, SEE CIVIL 3" CLR 10X4X16 SLOPED CAP EQ EQ NOTE: FOR ADD'L INFO, SEE CIVIL DRAWINGS WALL JOG BEYOND 8" CMU, GROUTING AND REINFORCING #4@24" OC #4 HORIZ AT TOP, BOTT, AND MIDHEIGHT EQ EQ SUBGRADE PER GEOTECH #5 @12" OC BOTT EW DWL'S TO MATCH VERT BARS,ALTERNATIVE HOOK DIRECTION 3'-3" 1'-6" 4'X1' CONT FTG ALTERNATE DOWEL DIRECTIONS PROPERTY LINE MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/27/2022 1:46:30 PM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated A5.30 MONUMENT SIGN DETAILS BTM REW SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 90% SET 6-23-2022 I5 LOGISTICS CENTER EAST PHASE I 1/2" = 1'-0" A5.30 2 MONUMENT SIGN ELEVATION FRONT 1" = 1'-0" A5.30 3 MONUMENT SIGN SECTION 1/2" = 1'-0" A5.30 1 MONUMENT SIGN PLAN 1/2" = 1'-0" A5.30 4 MONUMENT SIGN ELEVATION REAR 1/2" = 1'-0" A5.30 5 NORTH SCREENING WALL PLAN 1" = 1'-0" A5.30 6 NORTH SCREENING WALL SECTION REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- Designer Date 04/15/2022 Scale Not to Scale Drawing No. Summary 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.1 1.2 1.5 1.6 1.6 1.5 1.2 1.1 1.0 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.1 1.2 1.4 1.6 1.7 1.5 1.3 1.2 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.2 1.4 1.6 1.7 1.6 1.3 1.2 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.0 1.1 1.3 1.5 1.6 1.6 1.4 1.2 1.1 1.0 0.7 0.1 0.1 0.2 0.4 0.7 0.9 1.2 1.4 1.7 2.1 2.5 2.5 2.1 1.7 1.4 1.2 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.4 1.6 2.0 2.4 2.6 2.3 1.8 1.5 1.3 1.1 0.8 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.5 1.9 2.4 2.6 2.3 1.9 1.5 1.3 1.1 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.2 1.4 1.8 2.2 2.6 2.4 2.0 1.6 1.3 1.1 0.8 0.6 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.7 2.2 3.0 3.8 3.8 2.9 2.2 1.7 1.4 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.3 1.6 2.0 2.7 3.6 4.0 3.3 2.5 1.9 1.6 1.2 0.9 0.6 0.5 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.3 1.6 2.0 2.6 3.5 4.0 3.4 2.5 1.9 1.6 1.2 0.9 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.5 1.8 2.4 3.2 3.9 3.6 2.7 2.0 1.6 1.3 0.9 0.6 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.9 2.6 3.6 4.5 4.5 3.5 2.6 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.1 1.4 1.8 2.4 3.3 4.3 4.7 4.0 3.0 2.3 1.7 1.3 1.0 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.4 1.8 2.4 3.2 4.2 4.1 3.1 2.3 1.8 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.6 0.9 1.2 1.6 2.1 2.9 3.8 4.6 4.2 3.3 2.4 1.8 1.3 0.9 0.6 0.2 0.4 0.5 0.8 1.2 1.6 2.2 2.7 3.1 3.1 2.7 2.2 1.6 1.2 1.0 0.8 0.6 0.5 0.5 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.3 1.7 2.2 2.7 3.2 3.5 3.1 2.6 2.1 1.6 1.3 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.3 1.7 2.2 2.7 3.2 2.0 3.1 2.6 2.1 1.6 1.3 1.0 0.9 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.1 1.4 1.8 2.4 2.8 3.2 3.0 2.5 2.0 1.5 1.0 0.7 0.5 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.4 1.2 1.1 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.3 1.3 1.5 1.8 1.7 1.8 1.6 1.4 1.3 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.6 1.8 1.7 1.8 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.1 1.3 1.2 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.3 1.1 0.9 0.7 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.5 1.5 1.4 1.3 1.3 1.3 1.4 1.6 1.9 2.1 2.0 1.8 1.6 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.6 1.8 2.1 2.1 1.8 1.5 1.4 1.3 1.2 1.3 1.3 1.5 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.9 1.1 1.3 1.2 0.9 0.6 0.5 0.3 0.2 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.3 1.3 1.2 1.1 0.8 1.0 1.2 1.2 1.2 1.4 1.5 1.5 1.6 1.6 1.8 2.0 2.1 1.9 1.7 1.7 1.8 1.8 2.0 2.2 2.4 2.5 2.3 2.0 1.8 1.7 1.7 1.7 1.7 1.7 1.8 2.1 2.1 1.9 1.7 1.7 1.7 1.7 1.7 1.8 2.0 2.3 2.6 2.4 2.2 1.9 1.8 1.8 1.7 1.7 1.8 2.1 2.1 1.8 1.7 1.6 1.5 1.5 1.4 1.2 1.2 1.2 1.1 0.9 1.1 1.2 1.3 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.4 1.4 1.4 1.3 0.9 1.2 1.5 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.5 2.6 2.3 2.2 2.1 2.1 2.2 2.3 2.4 2.6 2.8 2.8 2.4 2.2 2.1 2.1 2.1 2.1 2.1 2.3 2.5 2.6 2.3 2.2 2.1 2.1 2.1 2.1 2.2 2.4 2.7 2.9 2.6 2.4 2.2 2.1 2.1 2.1 2.1 2.2 2.5 2.6 2.3 2.1 2.0 1.9 1.8 1.7 1.6 1.5 1.5 1.2 0.9 1.3 1.3 1.4 1.3 1.1 0.9 0.6 0.4 0.2 0.1 0.2 0.2 0.4 0.7 1.7 1.7 1.5 0.9 1.2 1.6 1.8 1.9 2.1 2.4 2.5 2.4 2.4 2.5 2.7 2.8 2.6 2.5 2.5 2.6 2.7 2.6 2.6 2.7 2.9 2.9 2.7 2.5 2.5 2.6 2.6 2.5 2.5 2.6 2.7 2.8 2.6 2.5 2.5 2.6 2.6 2.5 2.5 2.6 2.9 2.9 2.8 2.6 2.6 2.6 2.6 2.5 2.5 2.6 2.7 2.7 2.5 2.4 2.4 2.4 2.4 2.2 2.0 1.8 1.6 1.3 0.9 0.7 1.6 1.6 1.5 1.4 1.1 0.7 0.4 0.2 0.1 0.2 0.3 0.5 0.8 2.0 2.0 1.8 0.8 1.1 1.6 1.9 2.4 2.9 3.4 3.6 3.2 2.8 2.7 2.7 2.7 2.7 2.9 3.2 3.7 3.8 3.3 3.0 2.8 2.8 2.8 2.7 2.9 3.2 3.7 3.7 3.3 2.9 2.7 2.7 2.7 2.7 2.9 3.2 3.7 3.7 3.3 2.9 2.8 2.8 2.8 2.8 2.9 3.3 3.7 3.7 3.3 2.9 2.7 2.7 2.7 2.6 2.8 3.1 3.5 3.5 3.0 2.4 2.0 1.7 1.2 0.8 0.6 1.9 2.0 1.8 1.5 0.8 0.5 0.3 0.1 0.2 0.3 0.5 0.8 2.1 2.4 2.2 0.7 0.9 1.3 1.8 2.4 3.3 4.2 4.3 3.7 2.9 2.4 2.2 2.2 2.4 2.8 3.6 4.4 4.4 3.8 3.0 2.5 2.3 2.2 2.4 2.8 3.6 4.3 4.4 3.8 2.9 2.4 2.2 2.2 2.4 2.8 3.6 4.3 4.4 3.8 3.0 2.5 2.3 2.3 2.4 2.9 3.6 4.4 4.4 3.8 2.9 2.4 2.2 2.2 2.3 2.8 3.5 4.2 4.2 3.5 2.6 1.9 1.4 1.0 0.7 0.5 2.3 2.2 1.8 1.5 0.8 0.5 0.3 0.1 0.3 0.4 0.6 0.8 0.8 0.5 0.2 0.1 0.4 0.5 0.6 0.9 0.8 0.5 0.2 0.1 0.5 0.5 0.7 0.9 0.8 0.5 0.2 0.1 0.7 0.6 0.7 0.9 0.8 0.5 0.2 0.1 0.8 0.7 0.8 0.9 1.2 0.8 0.5 0.2 0.1 0.8 0.7 0.7 0.9 1.1 1.5 2.0 2.6 3.2 3.3 2.2 2.5 2.4 1.8 1.9 2.1 1.9 1.4 3.4 2.8 2.1 1.6 1.1 0.8 0.5 0.2 0.1 2.9 2.3 1.6 1.2 1.1 0.9 0.7 0.7 0.8 1.1 1.4 1.9 2.4 2.8 2.8 2.0 2.4 2.7 2.2 1.3 2.1 1.8 1.4 2.7 2.5 2.0 1.5 1.1 0.7 0.5 0.2 0.1 3.9 3.0 2.0 1.4 1.2 0.9 0.7 0.7 0.8 1.0 1.4 1.8 2.2 2.4 2.5 2.0 2.6 3.3 2.8 1.5 1.3 1.8 1.5 2.3 2.2 1.9 1.5 1.1 0.7 0.4 0.2 0.1 4.5 3.4 2.1 1.5 1.3 0.9 0.7 0.6 0.7 0.9 1.1 1.5 1.8 2.0 2.4 2.1 2.9 4.0 3.5 1.9 1.4 1.9 2.2 2.0 1.8 1.6 1.2 0.9 0.7 0.4 0.2 0.1 3.7 2.9 1.9 1.4 1.2 0.9 0.7 0.6 0.6 0.7 0.9 1.2 1.5 1.8 2.2 2.1 3.0 4.2 3.7 2.2 1.6 2.0 2.1 1.8 1.5 1.2 0.9 0.7 0.5 0.3 0.2 0.1 2.7 2.2 1.6 1.2 1.1 0.9 0.7 0.6 0.5 0.6 0.7 1.0 1.3 1.7 2.1 2.1 2.8 3.7 3.2 2.2 1.6 2.1 2.0 1.7 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 2.0 1.7 1.3 1.0 0.9 0.8 0.6 0.5 0.5 0.5 0.6 0.9 1.3 1.6 2.0 2.2 2.6 3.0 2.5 2.0 1.6 2.1 2.0 1.6 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 1.5 1.4 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.8 1.2 1.7 2.1 2.4 2.6 2.6 2.1 1.8 1.7 2.3 2.0 1.6 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.1 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.5 0.8 1.3 1.8 2.3 2.6 2.7 2.5 1.9 1.7 2.7 2.5 2.2 1.7 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.4 0.5 0.8 1.3 1.9 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.3 0.8 0.4 0.3 0.2 0.1 0.1 0.1 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.7 1.2 1.6 2.1 2.5 2.7 2.6 2.0 2.5 2.8 2.7 2.3 1.8 1.3 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.1 1.5 2.0 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.4 1.9 2.3 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 1.0 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.0 1.4 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.7 1.1 1.5 2.0 2.4 2.6 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.2 1.7 2.3 2.6 2.8 2.5 1.9 1.8 2.7 2.5 2.2 1.7 1.2 0.7 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.7 1.2 1.8 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.2 0.7 0.5 0.4 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.7 1.1 1.6 2.1 2.5 2.7 2.6 2.0 2.6 2.8 2.7 2.3 1.8 1.2 0.7 0.4 0.3 0.4 0.5 0.6 0.7 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.7 1.0 1.5 1.9 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.3 0.4 0.5 0.6 0.8 1.5 1.3 1.1 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.0 0.7 0.4 0.3 0.4 0.5 0.7 0.9 1.9 1.6 1.3 1.0 0.9 0.7 0.6 0.4 0.3 0.3 0.3 0.6 0.9 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.5 0.7 1.0 1.2 1.4 2.0 2.9 3.5 2.5 2.0 1.5 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.3 0.6 0.9 1.4 1.9 2.2 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 0.9 0.6 0.3 0.2 0.3 0.5 0.7 1.0 1.3 1.6 2.4 3.7 4.4 3.5 2.7 1.8 1.3 1.2 0.9 0.6 0.4 0.3 0.2 0.3 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.3 0.2 0.3 0.5 0.7 1.0 1.3 1.6 2.4 3.6 4.3 4.4 3.3 2.1 1.5 1.2 0.9 0.6 0.4 0.2 0.2 0.3 0.6 1.0 1.4 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.5 0.7 1.0 1.2 1.4 2.0 2.7 3.3 4.1 3.1 2.0 1.4 1.2 0.9 0.6 0.4 0.2 0.2 0.4 0.7 1.1 1.5 2.0 2.4 2.7 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.5 2.0 2.4 3.1 2.4 1.7 1.3 1.1 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.2 1.7 2.3 2.6 2.8 2.5 1.9 1.8 2.7 2.5 2.1 1.6 1.2 0.7 0.4 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.3 1.6 1.8 2.2 1.8 1.4 1.1 1.0 0.8 0.6 0.4 0.3 0.3 0.4 0.7 1.2 1.8 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.2 0.7 0.4 0.4 0.4 0.4 0.6 0.7 0.8 0.9 1.1 1.3 1.3 1.7 1.5 1.2 1.0 0.8 0.7 0.6 0.4 0.3 0.3 0.4 0.7 1.1 1.6 2.1 2.5 2.7 2.6 2.0 2.6 2.8 2.7 2.3 1.8 1.2 0.7 0.5 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.7 1.0 1.5 1.9 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.1 0.7 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.6 0.9 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.4 1.9 2.2 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.0 1.4 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.5 2.0 2.4 2.7 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.2 1.7 2.3 2.6 2.8 2.5 1.9 1.8 2.7 2.5 2.2 1.7 1.2 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.2 1.8 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.3 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.7 1.1 1.6 2.1 2.5 2.7 2.6 2.0 2.6 2.8 2.7 2.3 1.8 1.3 0.8 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.0 1.5 1.9 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.0 0.7 0.4 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.6 0.9 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.4 0.4 0.6 0.7 0.8 0.9 1.1 1.2 1.3 1.0 1.0 0.9 0.8 0.6 0.5 0.5 0.4 0.3 0.3 0.4 0.6 0.9 1.4 1.9 2.2 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 0.9 0.6 0.4 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.3 1.6 1.7 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.3 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.5 2.0 2.3 1.8 1.6 1.2 1.0 0.8 0.7 0.6 0.4 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.5 0.7 0.9 1.2 1.4 1.9 2.6 3.2 2.5 2.0 1.5 1.1 1.0 0.8 0.6 0.4 0.3 0.3 0.4 0.7 1.1 1.5 2.0 2.4 2.7 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.3 0.3 0.5 0.7 1.0 1.3 1.5 2.3 3.5 4.2 3.4 2.6 1.8 1.3 1.2 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.2 1.7 2.3 2.6 2.8 2.5 1.9 1.8 2.7 2.5 2.1 1.6 1.2 0.7 0.4 0.3 0.3 0.5 0.7 1.0 1.3 1.6 2.4 3.7 4.5 4.4 3.3 2.1 1.5 1.2 0.9 0.6 0.4 0.2 0.2 0.4 0.7 1.2 1.8 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.2 0.7 0.4 0.3 0.3 0.5 0.7 1.0 1.2 1.5 2.1 3.0 3.6 4.2 3.2 2.0 1.4 1.2 0.9 0.6 0.4 0.2 0.2 0.4 0.7 1.1 1.6 2.1 2.5 2.7 2.6 2.0 2.6 2.8 2.7 2.3 1.8 1.2 0.7 0.4 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.7 2.2 2.6 3.2 2.5 1.7 1.3 1.1 0.9 0.6 0.4 0.3 0.3 0.4 0.6 1.0 1.5 1.9 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.4 1.7 1.9 2.3 1.9 1.4 1.1 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.0 0.7 0.4 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.4 1.7 1.5 1.2 1.0 0.8 0.7 0.6 0.4 0.3 0.3 0.3 0.6 0.9 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.6 0.9 1.4 1.9 2.2 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.7 1.0 1.4 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.7 1.1 1.5 2.0 2.4 2.7 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.2 1.7 2.3 2.6 2.8 2.5 1.9 1.8 2.7 2.5 2.2 1.7 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.2 1.8 2.4 2.7 2.8 2.5 1.9 2.5 2.8 2.7 2.4 1.9 1.3 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.6 2.1 2.5 2.7 2.6 2.0 2.6 2.8 2.7 2.3 1.8 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.5 1.9 2.3 2.7 2.9 2.3 1.8 2.7 2.4 2.1 1.6 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.4 1.9 2.2 2.8 3.5 2.9 1.9 1.7 2.3 1.9 1.5 1.1 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 0.9 1.4 1.9 2.2 3.0 4.1 3.6 2.2 1.7 2.2 1.9 1.4 1.0 0.7 0.4 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.9 1.4 1.9 2.2 3.1 4.3 3.8 2.4 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.6 1.0 1.4 1.9 2.2 2.9 3.7 3.2 2.3 1.8 2.2 1.9 1.4 1.0 0.6 0.4 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.7 1.0 1.5 1.9 2.3 2.7 3.1 2.5 2.0 1.7 2.2 1.9 1.4 1.0 0.7 0.4 0.4 0.4 0.4 0.6 0.6 0.8 0.9 1.1 1.2 1.2 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.7 1.1 1.6 2.0 2.4 2.6 2.7 2.1 1.8 1.7 2.3 2.0 1.5 1.1 0.7 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.3 1.5 1.6 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.4 0.7 1.2 1.8 2.3 2.6 2.7 2.5 1.9 1.7 2.7 2.5 2.2 1.7 1.2 0.8 0.4 0.3 0.4 0.5 0.7 0.9 1.0 1.1 1.5 1.9 2.2 1.7 1.5 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.8 1.3 1.9 2.4 2.7 2.7 2.5 1.8 0.2 2.5 2.8 2.7 2.5 1.9 1.3 0.8 0.5 0.4 0.4 0.5 0.7 1.0 1.1 1.3 1.8 2.5 3.0 2.2 1.8 1.4 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.8 1.2 1.7 2.2 2.4 2.6 2.5 2.0 0.2 2.5 2.8 2.6 2.4 1.9 1.3 0.8 0.5 0.4 0.4 0.5 0.7 1.0 1.3 1.5 2.3 3.3 4.0 3.1 2.4 1.7 1.3 1.1 0.9 0.7 0.5 0.4 0.4 0.5 0.8 1.2 1.6 2.0 2.3 2.6 2.8 2.3 0.9 1.7 2.7 2.4 2.1 1.7 1.3 0.9 0.6 0.4 0.4 0.6 0.7 1.0 1.3 1.6 2.4 3.8 4.5 4.1 3.1 2.0 1.5 1.2 0.9 0.7 0.5 0.4 0.5 0.6 0.9 1.2 1.6 2.0 2.2 2.7 3.4 2.9 1.2 1.8 1.6 2.2 2.1 1.7 1.3 0.9 0.6 0.5 0.5 0.6 0.8 1.0 1.3 1.5 2.2 3.2 3.8 4.4 3.3 2.1 1.5 1.3 0.9 0.7 0.6 0.5 0.6 0.7 1.0 1.3 1.7 2.1 2.1 2.9 4.0 3.6 1.6 2.1 1.6 2.1 2.1 1.7 1.4 1.1 0.8 0.7 0.6 0.7 0.8 1.0 1.1 1.3 2.7 1.9 1.4 1.2 0.9 0.7 0.6 0.6 0.7 0.9 1.2 1.5 1.8 2.2 2.1 3.0 4.1 3.7 1.9 2.3 1.7 2.1 2.2 1.8 1.5 1.3 1.0 0.8 0.7 0.7 0.8 0.9 2.0 1.5 1.2 1.0 0.9 0.7 0.7 0.8 1.0 1.2 1.6 1.8 2.0 2.3 2.0 2.7 3.6 3.1 1.8 2.2 1.6 2.0 2.3 2.1 1.8 1.6 1.3 1.0 0.9 0.7 0.7 0.8 1.6 1.3 1.0 0.9 0.8 0.7 0.7 0.9 1.1 1.4 1.9 2.2 2.4 2.5 1.9 2.4 2.9 2.4 1.4 1.8 1.4 1.9 2.5 2.4 2.2 1.9 1.5 1.2 0.9 0.8 0.7 0.7 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.9 1.1 1.5 2.0 2.5 2.8 2.8 1.9 2.3 2.4 1.9 1.1 1.6 1.4 1.9 2.8 2.8 2.5 2.0 1.6 1.2 0.9 0.7 0.6 0.6 0.9 0.8 0.7 0.6 2.8 2.1 1.6 1.2 0.9 0.7 0.5 0.4 0.7 0.6 0.5 1.3 0.9 0.6 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.9 0.5 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.8 0.5 0.3 0.2 0.1 0.2 0.1 0.1 0.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.4 1.7 2.1 2.3 1.9 0.6 0.9 1.3 1.7 2.4 3.3 4.2 4.3 3.7 2.9 2.4 4.2 4.3 3.7 3.0 2.6 2.4 2.4 2.5 2.9 3.6 4.2 4.3 2.6 2.9 3.6 4.2 4.3 3.7 3.0 2.6 2.4 2.4 2.5 2.9 3.6 2.5 2.3 2.2 2.3 2.7 3.5 4.2 4.2 3.5 2.5 1.8 1.3 0.9 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.4 1.7 1.9 1.8 1.6 0.7 1.1 1.6 1.9 2.4 2.9 3.4 3.6 3.2 2.9 2.7 2.7 2.7 2.6 2.7 2.9 3.2 3.2 2.9 2.7 2.7 2.8 2.8 2.7 2.7 2.9 3.2 3.3 3.0 2.8 2.7 2.8 2.8 2.7 2.7 2.9 3.2 3.2 2.9 2.7 2.7 2.8 2.8 2.7 2.7 2.9 3.2 3.2 2.9 2.7 2.6 2.7 2.7 2.7 2.9 3.2 3.7 3.7 3.1 2.5 2.0 1.6 1.2 0.8 1.5 1.8 1.9 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.2 1.4 1.4 1.4 1.4 0.8 1.2 1.6 1.8 1.9 2.1 2.4 2.5 2.4 2.5 2.6 2.7 2.7 2.5 2.3 2.3 2.3 2.3 2.3 2.3 2.5 2.7 2.7 2.5 2.4 2.3 2.3 2.3 2.3 2.4 2.5 2.7 2.7 2.5 2.4 2.3 2.3 2.3 2.3 2.3 2.5 2.7 2.7 2.5 2.3 2.3 2.3 2.3 2.3 2.3 2.4 2.7 2.7 2.6 2.5 2.5 2.6 2.5 2.3 2.0 1.8 1.6 1.3 0.9 1.3 1.4 1.5 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.5 0.7 0.9 1.1 1.1 1.1 1.2 0.9 1.2 1.5 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.5 2.5 2.3 2.1 2.0 2.0 2.0 2.0 2.0 2.1 2.4 2.5 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.1 2.4 2.4 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.1 2.4 2.4 2.2 2.0 2.0 2.0 2.0 2.0 2.1 2.2 2.4 2.5 2.3 2.1 2.0 2.0 1.9 1.8 1.7 1.6 1.5 1.2 0.9 1.1 1.1 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 0.9 0.9 1.0 0.8 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.7 1.8 2.1 2.1 1.9 1.7 1.6 1.6 1.5 1.5 1.6 1.8 2.0 2.0 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.9 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.9 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.7 2.0 2.0 1.8 1.7 1.7 1.7 1.7 1.6 1.4 1.4 1.3 1.2 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.8 0.9 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.4 1.5 1.6 1.5 1.4 1.3 1.3 1.2 1.3 1.3 1.4 1.6 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.1 0.9 0.9 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.7 0.9 0.9 1.1 1.2 1.3 1.3 1.3 1.2 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.2 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.5 0.7 0.9 1.0 1.1 1.3 1.4 1.5 1.3 1.2 1.0 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.7 0.9 1.0 1.1 1.3 1.4 1.5 1.4 1.2 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.5 0.7 0.9 1.0 1.1 1.2 1.4 1.5 1.4 1.3 1.1 1.0 0.9 0.7 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.2 1.3 1.5 1.5 1.3 1.1 1.0 0.9 0.5 0.3 0.2 0.1 0.6 0.8 1.1 1.2 1.4 1.6 1.9 1.9 1.7 1.4 1.2 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.0 1.2 1.3 1.6 1.8 1.9 1.8 1.5 1.3 1.1 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.0 1.2 1.3 1.5 1.8 1.9 1.8 1.5 1.3 1.2 1.0 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.2 1.4 1.7 1.9 1.9 1.6 1.3 1.2 0.6 0.4 0.2 0.1 1.2 1.5 1.8 2.4 2.9 2.9 2.4 1.8 1.5 1.3 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.2 1.4 1.7 2.2 2.8 3.0 2.6 2.0 1.6 1.3 1.1 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.1 1.4 1.6 2.1 2.7 3.0 2.7 2.1 1.6 1.4 1.1 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.5 1.9 2.5 3.0 2.9 2.3 1.7 0.6 0.4 0.2 0.1 1.7 2.3 3.1 4.1 4.1 3.1 2.3 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.6 2.1 2.8 3.8 4.3 3.5 2.6 1.9 1.5 1.1 0.8 0.5 0.4 0.2 0.2 0.1 0.2 0.2 0.6 0.8 1.2 1.5 2.0 2.7 3.6 4.3 3.7 2.7 2.0 1.6 1.2 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.1 1.4 1.8 2.4 3.3 4.2 4.0 3.0 0.6 0.4 0.3 0.2 3.4 4.1 4.1 3.4 2.5 1.8 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.8 1.2 1.6 2.2 3.1 3.8 4.2 3.7 2.8 2.0 1.5 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.5 0.8 1.1 1.6 2.1 2.9 3.7 4.2 3.8 3.0 2.2 1.6 1.1 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.9 2.6 3.5 4.2 4.0 3.2 0.6 0.4 0.2 0.2 0.1 0.1 0.2 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 4.8 Plan View Scale - 1" = 80ft Statistics Description Symbol Avg Max Min Max/Min Avg/Min BLDG #1 1.3 fc 4.8 fc 0.1 fc 48.0:1 13.0:1 Schedule Symbol Label Image Quantit y Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage Notes WP 32 Lithonia Lighting RSX2 LED P3 40K R3 RSX Area Fixture Size 2 P3 Lumen Package 4000K CCT Type R3 Distribution 1 21736 0.9 149.98 30'-0" AFF SP 15 Lithonia Lighting RSX2 LED P3 40K R4 RSX Area Fixture Size 2 P3 Lumen Package 4000K CCT Type R4 Distribution 1 22020 0.9 149.98 30'-0 AFF Option 1A_v2 PLANNING COMMISSION DISTRIBUTION SET 12/20/22