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Home My WebLink AboutResolution 897 - approving amendment to TSPPLANNING COMMISSION RESOLUTION NO. 897 A RESOLUTION RECOMMENDING APPROVAL OF AN AMENDMENT TO THE CENTRAL POINT COMPREHENSIVE PLAN UPDATING THE TRANSPORTATION SYSTEM PLAN File No. CPA-22001 WHEREAS, the has completed an Amendment to the Transportation System Plan for the City's urban area to maintain its Comprehensive Plan in accordance with the Statewide Planning Goals and to complete long range planning requirements required by the City and County's approval of the 2021 Urban Growth Boundary Amendment; and, WHEREAS, pursuant to OAR 660-012, the amendment has been prepared in compliance with Oregon state adopted rules governing preparation and coordination of transportation system plans which are collectively referred to as the Transportation Planning Rule and with Oregon Statewide Planning Goal #12 — Transportation; and WHEREAS, pursuant to ORS 197.040(2)(e) and OAR 660-030-0060, the City has coordinated its planning efforts with the State to assure compliance with goals and compatibility with City and County Comprehensive Plans and with OAR 660-12-0015 to assure consistency with the State and Regional TSP; and WHEREAS, pursuant to OAR 660-12-006(1)(a-c) and (2)(a-d), the amendment to the City's acknowledged Comprehensive Plan and land use regulations is consistent with the identified function, capacity and levels of service of local and regional transportation facilities; and WHEREAS, The Planning Commission conducted a duly noticed public hearing on December 6, 2022 to consider the proposed amendment. NOW, THEREFORE BE IT RESOLVED, that the City of Central Point Planning Commission does hereby accept and forward to the City Council the Transportation System Plan as set forth in Exhibit "A" for final consideration and adoption. PASSED by the Planning Commission and signed by me in authentication of its passage this day of December, 2022. Planning Commission Chair ATTEST: City Representative ` A PLANNING CITY OF CENTRAL POINT, OREGON Staff Report Project Murphy Tentative Par-Utron File No. PAR-22001 November 29, 2022 Item Summary Consideration of a Tentative Partition application to consolidate three lots and divide them into two (2) parcels. The 17.57 acre site is located at 3791 Table Rock Road and is identified on the ,Jackson County Assessors map as 37S 2W 12B, Tax Lots 800, 900 and 902. The project site is within the M-1, Industrial zone. Applicant/Agent: BH DevCo (Steve Backman); File No: PAR - 22001. Staff Source Stephanie Holtey, Planning Director Background The applicant proposes to consolidate three (3) existing lots into one and partition the consolidated lot into two (2) parcels (Attachment "A-3" ). The land division includes extension of Federal Way, a Standard Local Street to the intersection with Table Rock and Airport Road (Attachment "A-5 ). The proposal includes completing the intersection improvements. It's the applicant's intent to develop Proposed Parcel 1 with an 87,750 square foot warehouse and ground distribution facility (File No. SPAR-22006). Proposed Parcel 2 will be used for stormwater conveyance and will remain vacant at this time. The proposed use and parcel dimensions are consistent with the M-1 zone. Issues There are two (2) issues relative to this project: 1. Intersection Configuration. The Federal Way extension to Table Rock/Airport Road requires configuration that addresses current and future traffic volumes. The east side of the Airport Road intersection provides a 3 lane configuration that includes a dedicated left turn lane. The tentative plan shows a two lane configuration. Comment: Per the Public Works Staff Report (Attachment "C"), the intersection will be required and the applicant has agreed to construct a 3 lane intersection configuration that matches improvements to the east. This accounts for increased traffic volumes due to the Costco development, as well as future volume associated with the proposed warehouse and ground distribution facility (SPAR-22006). Staff recommends the Planning Commission impose the Public Works conditions of approval set forth in the Public Works Staff Report dated November 21, 2022. 187 2. Adjacent Property Access. There are three (3) properties south of the project site that are developed with residential structures. At this time, all three properties take access from a private drive off Table Rock Road adjacent to the Table Rock/Airport Road intersection. Proximity of the private drive to the intersection is not consistent with access spacing standards on Arterial roadways in the County and City. Comment: The proposed Federal Way/Airport Road extension provides the opportunity relocate access for each of the properties. It will be necessary for the applicant to coordinate with the property owners and Public Works during the Civil Improvement plan review process for street construction to identify and construct new access driveways for each of the affected lots. 3. Improvement Construction Timing. The applicant's Findings (Attachment "B") state that they may request building permits prior to final plat approval due to use specific needs on Proposed Parcel 1. Comment: CPMC 16.12.070 allows for building permit issuance prior to final plat approval when the applicant enters into a development agreement with the City and bonds for the improvements. The objective of this standard is to provide flexibility to developers while providing assurance to the City and future property owners that all required services and utilities will be available to the site as required under state law. Staff recommends that the Planning Commission impose Public Works conditions of approval set forth in the Public Works Staff Report dated November 21, 2022. Findings of Fact & Conclusions of Law The Tentative Partition at 3791 Table Rock Road has been evaluated against the applicable Partition Criteria set forth in CPMC16.10 and CPMC 16.36 and found to comply as conditioned and as evidenced in the Applicant's Findings of Fact (Attachment "B"). Conditions of Approval The applicant shall comply with the conditions of approval set forth in the following agency documents: a. Public Works Staff Report dated November 21, 2022 (Attachment "C"). b. Jackson County Roads Department letter dated November 15, 2022 (Attachment "D") c. Rogue Valley Sewer Services letter dated November 14, 2022 (Attachment "E"), 2. Prior to issuance of any building permits, the applicant shall submit the following documents to the Planning Department: a. A revised Tentative Plan showing the location of Public Utility Easements as required by Public Works; HIM b. A copy of the recorded final plat or a fully executed development agreement and surety bond per CPMC 16.12.070. Timing of infrastructure improvements set forth in Condition 1 shall be addressed in the development agreement as necessary to receive final plat approval. 3. Prior to Public Works Final Inspection and Certificate of occupancy, the Applicant shall satisfy all requirements of the development agreement and submit a copy of the recorded plat as required in CPMC 16.12. 4. The Tentative Plan shall expire after one (1) year in accordance with CPMC 16.10.080(A) unless a timely written request is received and an extension is granted pursuant to CPMC 16.100. Attachments Attachment "A-1" — Tentative Partition Plat Cover Sheet Attachment "A-2" — Existing Property Layout Attachment "A-3" — Tentative Partition Plan Attachment "A-4" — Proposed Property Layout Attachment "A-5" — Proposed Street Cross-section (Federal Way/Airport Road Extension) Attachment "B" — Applicant's Findings Attachment "C" — Public Works Department Staff Report, dated 11/21/2022 Attachment "D" — Jackson County Roads Letter dated 11/15/2022 Attachment "E" — Rogue Valley Sewer Services Letter dated 11/14/2022 Attachment "F" — City of Medford Email dated 11 /28/2022 Attachment "G" - Resolution No. 898 (Draft to be provided at the 12/6/2022 meeting) Action Consider the proposed Tentative Partition Plan application and 1) approve; 2) approve with revisions; or 3) deny the application. Recommendation Approve the Tentative Partition Plan application for the Project Murphy at 3791 Table Rock Road per the Staff Report dated November 29, 2022 including all attachments thereto herein incorporated by reference. Recommended Motion I move to approve Resolution No 898 approving a lot consolidation and two (2) parcel Tentative Partition located at 3791 Table Rock Road (37S2W12B Tax Lots 800, 900 and 902). I= Q J Z 0 Q W 0 O Lu co z 0 J /D�T- Q a. o � 1 z Uj CM Z W z o �' Q M — — o�U) O � TO—) Q O r Z _j ('D O w z_ Y � z 0 Q a N 1.13r� � •r ZcLm y �-C)0�7 x d 0 � L1 (if 0 o_ N N O N r w 0o L1J O z N w 0 1 w n m a ar U) z 0 F- cli 0 F- U w <n Z u 0" U 0 J �E1n4YF �I2IL 14 ol �� i.yy�ix7x �•3'�I'i uj O ; e i .jFt;tS 73• rs [ yy qqii w S 9i;"3i 3E"E�f3i;:ii 1 v Lu 97 u9s R„^-a a¢Is 9o.t1 0. w $� LE z�° UI¢AoH�� 1flOAd 2i0 '1NIOd I"IN30 ua�H (�( l�al�� Z`°,110 .°. 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U.IOH(«I�alU,11� adOa a3SOdOUd ar�rc.r. ew3au xwnoo + —fj 0 !i0 '1NIOd IVULN30 'Ob N002i 31OVI WC k' o ;n a �vn •van+ Lo I co � W N E� Z pm 'ti Vr � O gypo' c� Z 2 z F y 3 o 0 0 ¢ '00 5 P- o = o IL c g Z W o N J U o_ Sn I` O W An -.Md � m 0 ATTACHMENT "B" BEFORE THE PLANNING COMMISSION FOR THE CITY OF CENTRAL POINT JACKSON COUNTY, OREGON IN THE MATTER OF AN APPLICATION FOR A TENTATIVE PARTITION PLAN AND SITE PLAN AND ARCHITECTURAL REVIEW FOR A LIGHT INDUSTRIAL WAREHOUSE AND DISTRIBUTION FACILITY. THE SUBJECT PROPERTY IS LOCATED AT 3791 TABLE ROCK ROAD, WHICH IS ON THE WEST SIDE OF TABLE ROCK ROAD ACROSS FROM ITS INTERSECTION WITH AIRPORT ROAD. THE PROPERTY IS LOCATED IN THE CITY OF CENTRAL POINT AND IS MORE SPECIFICALLY IDENTIFIED AS TAX LOTS 800, 900, AND 902 IN TOWNSHIP 37 SOUTH, RANGE 2 WEST (WM), SECTION 12B. Applicant: BH DeVCo, LLC Owner: Table Rock Business Park, LLC PROPOSED FINDINGS OF FACT AND CONCLUSIONS OF LAW NATURE OF THE APPLICATION Applicants' Exhibit 2 Applicant, BH DCVCo, LLC (hereinafter Applicant), seeks approval of a Tentative Partition Plan that will consolidate three existing lots into one and partition the consolidated lots into two parcels, and Site Plan and Architectural Review for a new industrial warehouse and distribution facility of approximately 87,750 square feet. The proposed Tentative Plan will also include dedication of land for right-of-way to extend Airport Roan to Federal Way, and the construction of the roadway therein as a Standard Local Street. The subject property is approximately 17.87 acres and is identified as Tax Lots 800, 900, and 902 on Jackson County Assessor's Map 37-2W-12B. Page 1 195 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC EVIDENCE SUBMITTED WITH THE APPLICATIONS Applicant herewith submits the following evidence with its land use application: Exhibit 1. Completed Tentative Partition Plan and Site Plan & Architectural Review application forms Exhibit 2. Applicant's Proposed Findings of Fact and Conclusions of Law (this document) Exhibit 3. Applicant's Demonstration of Compliance with Applicable Development Standards Exhibit 4. Jackson County Assessor Plat Map 37-2W-1213 Exhibit 5. Vicinity Map on Aerial Exhibit 6. Comprehensive Land Use Plan Map Exhibit 7. Zoning Map Exhibit 8. Hydrology Map Exhibit 9. Proposed Tentative Partition Plan Exhibit 10. Proposed Site Plan and Landscape Plan C1.0 Site Plan L 1.00-2.5 l Landscape Plans E1.00-1.06 Photometrics Plans Exhibit 11. Exterior Elevations Exhibit 12. Parking Demand Analysis Memo Exhibit 13. Title Report Exhibit 14. Traffic Generation Analysis Page 2 196 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC RELEVANT SUBSTANTIVE APPROVAL CRITERIA The following are the relevant substantive criteria prerequisite to approving Tentative Plan and Site Plan and Architectural Review applications: CITY OF CENTRAL POINT SUBDIVISION ORDINANCE Tentative Plan Criteria 16.36 Major and Minor Land Partitions 16.36,030 Requirements. A. All major and minor land partitions may, as a condition of approval, provide for improvements including curbs, gutters, asphalt streets, sidewalks, underground utilities and such other improvements as shall be deemed appropriate and necessary by the city council as a condition of approval, with all such improvements to meet the standards required for subdivisions under this title. B. In the case of major partitions, all streets or roads shall be improved to meet the standards required for subdivisions under this title, and shall be dedicated to the city in the same manner as subdivision roads and streets. C. Partition improvements shall be constructed prior to approval of the final partition plat unless, in the city's sole discretion, deferral is allowed. In all cases of deferral, the applicant shall either execute an agreement for improvements and comply with the bond requirements of Section 16.12.070 and 16.12.080 of this title, or shall execute a deferred improvement agreement, which shall be in a form and contain such terms as are specified by city and shall be recorded and be binding upon and run with the land and bind the applicant and all successors in interest. CITY OF CENTRAL POINT ZONING ORDINANCE Site Plan and Architectural Review Criteria 17.72 Site Plan and Architectural Review 17.72.020 Applicability. B. Major Projects. The following are "major projects" for the purposes of the site plan and architectural review process and are subject to Type 2 procedural requirements as set forth in Chapter 17.05, Applications and Types of Review Procedures: 1. New construction, including private and public projects, that: a. Includes a new building or building addition of five thousand square feet or more; b. Includes the construction of a parking lot of ten or more parking spaces; 17.72.040 Site plan and architectural standards. In approving, conditionally approving, or denying any site plan and architectural review application, the approving authority shall base its decision on compliance with the following standards: A. Applicable site plan, landscaping, and architectural design standards as set forth in Chapter 17.75, Design and Development Standards; B. City of Central Point Department of Public Works Department Standard Specifications and Uniform Standard Details for Public Works Construction; C. Accessibility and sufficiency of fire fighting facilities to such a standard as to provide for the reasonable safety of life, limb and property, including, but not limited to, suitable gates, access roads and fire lanes so that all buildings on the premises are accessible to fire apparatus. Page 3 197 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: 131-11 DevCo, LLC IV FINDINGS OF FACT The following facts are established and found to be true with respect to this matter: 1. Property Description and Location: The subject property contains approximately 17.87 acres (per survey) and consists of three tax lots within the corporate limits of the City of Central Point described in the Jackson County Assessment records as Township 37 South, Range 2 West, Section 12B, Tax Lots 800, 900, and 902. The subject property is vacant land located on the west side of Table Rock Road and northwest of its intersection with Airport Road. See, Applicant's Exhibits 4 and 5. 2. Ownership: The subject property is owned in fee simple by Table Rock Business Park, LLC. 3. Comprehensive Plan Map Designation: The subject property is classified as Light Industrial (LI) on the City of Central Point Comprehensive Plan Land Use Map. See, Applicant's Exhibit 6. 4. Zoning: The subject property is zoned M-I Industrial. See, Applicant's Exhibit 7. 5. Lot Legality: The parcel that is Tax Lot 800 was created March 19, 1946, by the Warranty Deed recorded at Vol. 284, Pg. 91. Tax Lots 900 and 902 were created in their current configuration on June 13, 1974, when Tax Lot 902 was divided from Tax Lot 900 by the Warranty Deed recorded at O.R. 74-07980. At the time of this conveyance in 1974 the subject property was zoned County F-5 which required a minimum parcel size of 5 acres. While Jackson County had not adopted procedural requirements for partitions at that time, the conveyance did not meet the zoning standards for the F-5 district and therefore the conveyance can be considered an illegal partition. That noted, and while records indicate that no permits have been issued for Tax Lot 902, it can also be argued that the 1974 split of Tax Lots 900 and 902 was authorized when the properties were annexed to the corporate limits of the City of Central Point and allowed to remain as two separate parcels. 6. Existing Development: Over the past few years the subject property has been used for the staging of construction materials and gravel processing, but prior to this the site was vacant for 30+ years. 7. Existing Frontage and Access: Federal Way currently terminates near the northwest corner of the site and is where the subject property has existing access. The subject property is also bounded on the east by Table Rock Road; however, there are no points of access along Table Rock Road which is classified in the City's Transportation System Plan (TSP) as a Principal Arterial street. Additionally, the City of Central Point owns a parcel adjacent to the subject property and Table Rock Road, where the Applicant proposes to construct a new City street. 8. Project Summary: The proposed project includes an application for a tentative partition plan to consolidate the existing parcels that comprise the site and partition the property into two new parcels, with resulting Parcel 1 being approximately 13.5 acres and developed Page 4 I •L Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC with the proposed warehouse use, while the westernmost resulting 2.78 acre Parcel 2 will be used for storrnwater outfall and otherwise remain vacant land at this time. The partition also includes the dedication of land for the Federal Way/Airport Road right -of --way extension, and the construction of said street to Standard Local Street specifications. t The project also includes an application for Site Plan and Architectural Review of a new —87,750 square foot industrial warehouse and distribution facility. The proposed warehouse is a concrete tilt -up design that measures approximately 33 feet in height at the highest point of the parapet. The warehouse will have its main entrance facing east towards Table Rock Road, while the north elevation will have rive steel roll -up doors that will provide for the loading of freight onto delivery vehicles. A future canopy will extend the full length of the north elevation to provide shelter from weather elements. The west elevation will contain 13 insulated sectional overhead doors with dock shelters to accommodate the delivery and unloading of goods into the warehouse. See, Applicant's exterior elevations and site plan at Exhibits 10 and 11. Parking for warehouse employees will be provided to the south and east of the building, while an area for company vehicle storage will contain 215 spaces on the northern half of the site. The company vehicles will travel in a clockwise direction from this vehicle storage area to the north side of the warehouse where they will be loaded before leaving the site via Federal Way. Landscaping will be provided around the perimeter of the site and within both the employee parking lots and the company vehicle storage area as shown on the landscape plans attached at Exhibit 10, and as further described in Applicant's Exhibit 3: Demonstration of Compliance with Applicable Development Standards. Development of the warehouse property will require the extension of Federal Way to the south and east to connect with Airport Road and Table Rock Road near the southeast corner of the subject property. The necessary land for this street will be dedicated to the City and the new Federal Way/Airport Road segments will be constructed to the City's Standard Local Street specifications. 9. Land Uses on Abutting Properties and Surrounding Area: North: Federal Way is an improved Standard Local Street that currently terminates near the northwest corner of the subject property and the lands to the east and west of Federal Way up to Hamrick Road are zoned M-1. Directly abutting the subject property between Federal Way and Table Rock Road there is a FedEx Ground distribution facility and a Costco warehouse store and gas station. On the west side of Federal Way are several small vacant parcels, an XPO Logistics facility, and Umpqua Dairy Products. To the west of these uses and northwest of the subject property is an M-2 zoning district primarily occupied by Knife River Materials. East: The subject property is bounded on the east by Table Rock Road which is classified as a Principal Arterial street that is under the jurisdiction of Jackson County Roads. The property directly across Table Rock Road is located within the City of Medford corporate limits and is zoned Light Industrial and developed with a Columbia Distributing facility (beverage distributor). ' The same resulting parcel configuration and right-of-way dedication could also be achieved through a property line adjustment and dedication by deed for the right-of-way land. Page 5 199 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC West: The Bear Creek Greenway, a multi -use trail that stretches from Ashland through Central Point is located to the west/southwest of the subject property. South: Lands south of the subject property are zoned M-1 and developed with single- family residences. At the southeast corner of the subject property and abutting Table Rock Road is a 0.55 acre parcel zoned M-1 and occupied by AA Electric auto parts store. The City of Central Point owns a 0.28 acre parcel on the south side of the AA Electric property that will be used for the extension of Airport Road across Table Rock Road where it will connect to the Federal Way extension that will be part of the subject development project. 10. Topography: The subject property is relatively flat/level. 11. Water Facilities and Services: According to information provided by the City in a pre - application conference, there is a 12-inch waterline located in Federal Way that can and will be extended to the proposed warehouse development. 12. Sanitary Sewer Facilities and Services: According to comments received from Rogue Valley Sewer Services (RVSS) in a pre -application conference, there is an existing 8-inch sewer line north of the property in Federal Way from which service can be extended to the site. 13. Storm Drainage Facilities and Services: Stormwater detention facilities will be constructed as two dry ponds as shown on the Applicant's site plan at Exhibit 10. Stormwater outfall from these ponds will be directed to the vacant parcel that will be located on the west of Federal Way. Said detention facilities will be designed to accommodate all stormwater runoff from the warehouse development. 14. Wetlands, Streams and Floodplain: There are no wetlands identified on local or national wetland inventories. As shown on the Applicant's site plan at Exhibit 10 and the Hydrology Map at Exhibit 8, the FEMA floodway from Bear Creek extends slightly into the west and southwest portions of the subject property. No structures will be located within the floodway or floodplain. 15. Transportation and Access: A. Access and Circulation: Access to the site will be from Federal Way and Airport Road, and there will be a total of five driveways along the property frontage as shown on the site plan at Applicant's Exhibit 10, B. Transportation Impacts from Proposed Development: Pursuant to pre -application conference comments and follow-up communications between the Applicant, the City, and Jackson County Roads, a trip generation analysis was required to evaluate and determine the intersection configuration for Table Rock Road/Airport Road. The analysis is attached at Applicant's Exhibit 14. The Applicant's traffic engineer calculated trip generation for the project. The Applicant's traffic engineer also analyzed level of service (LOS) and lane configurations at the intersection of Airport Road and Table Rock Road. The analysis shows acceptable levels of service at the studied intersection and recommends the proposed lane configuration of one receiving lane, and one left -through -right eastbound approach. ;�1 Page 6 200 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC 16. Fire and Police Protection: The subject property is located within and served by Fire District No. 3. Police service is provided by the City of Central Point Police Department. V CONCLUSIONS OF LAW The following conclusions of law and ultimate conclusions are reached under each of the relevant substantive criteria which are recited verbatim and addressed below. The conclusions of law are supported by the Applicant's evidentiary exhibits at Section II — including Applicant's review of applicable development standards (Exhibit 3) and the findings of fact as set forth in Section N herein above. TENTATIVE PLAN CRITERIA Chapter 16.36 MAJOR AND MINOR LAND PARTITIONS 16.36.030 Requirements. A. All major and minor land partitions may, as a condition of approval, provide for improvements including curbs, gutters, asphalt streets, sidewalks, underground utilities and such other improvements as shall be deemed appropriate and necessary by the city council as a condition of approval, with all such improvements to meet the standards required for subdivisions under this title. Conclusions of Law: The Planning Commission herewith incorporates and adopts the Demonstration of Compliance with applicable Development Standards in Applicant's Exhibit 3 and concludes thereupon that the proposed extension of Federal Way/Airport Road will create the needed improvements to serve the project. Time is of the essence for this project and Applicant proposes the following condition structure with respect to public improvement timing: * Prior to building permit for vertical construction, Applicant shall provide and the City shall review and approve the Public Improvement Plans for the partition (the City will coordinate review and approval by external agencies like Medford Water Commission and RVSS). * Prior to building permit for vertical construction, Applicant may post a bond for the public improvements acceptable to the City based upon the approved Public Improvement Plans. * Prior to occupancy of the building, the Applicant shall complete the Public Improvements in accordance with the approved Public Improvement Plans, have the improvements accepted by the applicable agencies, and dedicate the new -right-of-way per the tentative plat and record the final plat. B. In the case of major partitions, all streets or roads shall be improved to meet the standards required for subdivisions under this title, and shall be dedicated to the city in the same manner as subdivision roads and streets. Conclusions of Law: The Planning Commission concludes that the proposed major partition includes dedication of the necessary land for, and the construction of the extension of Federal Page 7 201 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Way/Airport Road to serve the project, and that these requirements will be met through the imposition of conditions of approval. C. Partition improvements shall be constructed prior to approval of the final partition plat unless, in the city's sole discretion, deferral is allowed. In all cases of deferral, the applicant shall elther execute an agreement for improvements and comply with the bond requirements of Section 16.12.070 and 16.12.080 of this title, or shall execute a deferred improvement agreement, which shall be in a form and contain such terms as are specified by city and shall be recorded and be binding upon and run with the land and bind the applicant and all successors in interest. Conclusions of Law: The Planning Commission concludes that all required improvements will either be constructed prior to approval of the final plat or bonded for in accordance with these provisions and subject to a development agreement with the City. SITE PLAN & ARCHITECTURAL REVIEW CRITERIA Chapter 17.72 SITE PLAN AND ARCHITECTURAL REVIEW 17.72.020 Applicability. B. Major Projects. The following are "major projects" for the purposes of the site plan and architectural review process and are subject to Type 2 procedural requirements as set forth in Chapter 17.05, Applications and Types of Review Procedures: 1. New construction, including private and public projects, that: a. Includes a new building or building addition of five thousand square feet or more; b. Includes the construction of a parking lot of ten or more parking spaces; Conclusions of Law: The Planning Commission concludes the proposed building is new and at approximately 87,750 square feet it therefore requires site plan and architectural review. 17.72 Site Plan and Architectural Review 17.72.040 Site plan and architectural standards. In approving, conditionally approving, or denying any site plan and architectural review application, the approving authority shall base its decision on compliance with the following standards: A. Applicable site plan, landscaping, and architectural design standards as set forth in Chapter 17.75, Design and Development Standards; Conclusions of Law: The Planning Commission herewith incorporates and adopts Applicant's Exhibit 3: Demonstration of Compliance with Applicable Development Standards, and based thereupon, concludes the application is in compliance with all applicable site plan, landscaping, and architectural design standards in Chapter 17,75. B. City of Central Point Department of Public Works Department Standard Specifications and Uniform Standard Details for Public Works Construction; Conclusions of Law: The City concludes that the proposed project will be located on a discrete parcel that is newly created with most public improvements necessary for the development already in place but that any additional new public improvements, such as Page 8 202 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC additional storm drainage facilities, can feasibly and will be constructed in accordance with the Central Point Department of Public Works Standard and Specifications and the Uniform Standard Details for Public Works Construction. C. Accessibility and sufficiency of firefighting facilities to such a standard as to provide for the reasonable safety of life, limb and property, including, but not limited to, suitable gates, access roads and fire lanes so that all buildings on the premises are accessible to fire apparatus. Conclusions of Law: The City concludes that the design of the project provides for adequate fire access. The proposed warehouse building has vehicle parking and maneuvering areas on all four sides from which fire apparatus can conduction firefighting operations, and at 33 feet in height, aerial apparatus access is not required per comments received by the Applicant at a pre -application conference with City staff. Finally, all driveways and vehicular drive aisles exceed 20 feet in width and can provide for fire apparatus access. Page 9 203 APPLICANT'S EXHIBIT 3 DEMONSTRATION OF COMPLIANCE WITH APPLICABLE DEVELOPMENT STANDARDS TITLE 16 SUBDIVISIONS CHAPTER 16.04 GENERAL PROVISIONS 16.04.010 Scope of regulations. The provisions of this title shall apply to all subdivisions, partitions and planned unit developments, and all streets or other ways created thereby, unless otherwise specifically provided. rasR. CHAPTER 16.20 STREETS AND OTHER WAYS — DESIGN STANDARDS 16.20.010 Creation of Streets. A. Streets created by subdivisions and partitions shall be designed and constructed in conformance with the requirements of the city's comprehensive plan, this code, the city's public works standards, and all conditions established by the city. B. The construction of streets shall include subgrade, base, asphaltic concrete surfacing, curbs, gutters, sidewalks, storm drainage, street signs, street lighting, and underground utilities. C. All streets, including the entire right-of-way necessary for the installation of the items mentioned in the preceding paragraph, shall be dedicated to the city. Compliance with Standards: The proposed project will result in the construction of the connecting segment of Federal Way/Airport Road. See, Applicant's proposed tentative plan and site plan at Exhibits 9 and 10. The necessary right-of-way will be dedicated to the City by final plat recording. The street and all appurtenant public facilities will be built to City local street specifications. Project complies. 16.20.020 Streets — Generally. The location, width, and grade of streets shall be considered in their relation to existing and planned streets, to topographical conditions as they relate to drainage and the operation of the water, sewer systems, to public convenience and safety and their appropriate relation to the proposed use of the land to be served by such streets. Where location is not shown in a development plan, the arrangement of streets in a subdivision shall either: A. Provide for the continuation or appropriate projection of existing streets in surrounding areas; or B. Conform to the plan for the neighborhood approved or adopted by the city to meet a particular situation where topographical or other conditions make continuance or conformance to existing streets impractical. Compliance with Standards: The proposed road extension will connect Federal Way and Airport Road at Table Rock Road and will ensure appropriate circulation and connectivity for the area. Project complies. 16,20.130 Sidewalks. Sidewalks shall be constructed in accordance with such standards as are adopted by the city. Sidewalk construction shall be completed on each individual lot prior to the city building inspector granting a certificate of occupancy for any construction upon said individual lot No application for a building permit shall be granted without a requirement in the building permit for construction of sidewalks to city's standards. Compliance with Standards: As shown on Applicant's proposed site; plan at Exhibit 10, sidewalks are proposed to be constructed along both sides of the Federal Way/Airport Road extension and will be consistent with the City standards. Prajcct complies. �kl Page 1 204 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC CHAPTER 16.24 BLOCKS AND LOTS — DESIGN STANDARDS 16.24.010 Blocks — Length, width and shape. The lengths, widths and shapes of blocks shall be designed with due regard to providing adequate building sites suitable to the special needs of the type and use contemplated, needs for convenient access, circulation, control and safety of street traffic and limitations and opportunities of topography. Compliance with Standards: As demonstrated on Applicant's site plan at Exhibit 10, the proposed parcels are of an adequate size and will provide convenient access and circulation for an industrial warehouse use and the associated stormwater facilities. Project complies. 16.24.020 Blocks — Sizes. Blocks shall not exceed twelve hundred feet in length except blocks adjacent to arterial streets or unless the previous adjacent layout or topographical conditions justify a variation. The recommended minimum distance between intersections on arterial streets is three hundred feet. Compliance with Standards: The starting points of the Federal Way/Airport Road extension are set by the existing streets that are being connected. The resulting block length between Federal Way and Table Rock Road (a Principal Arterial street) will be approximately 1,000 Feet. No new intersections are proposed or required along Table Rock Road. Project complies. 16.24.030 Blocks — Easements. A. Utility Lines. Easements for electric lines or other non -city -owned public utilities may be required, and shall be a minimum of ten feel in width located on the exterior portion of a single property. Easements for city utilities (i.e.. water, storm drain and sanitary sewer mains) shall be a minimum of fifteen feet in width located on the exterior portion of a single property - Tie -back easements six feet wide by twenty feet long shall be provided For utility {soles along lot lines at change of direction points of easements. 1. Structures Located within a City Utility Easement. a. Except for public utilities and for signs when developed in accordance with Chapter 15.24 (Sign Code), no person shall locate, construct, or continue to locate a structure (as defined in Chapter 16.08) within a city utility easement (as defined in Chapter 16.08), except as provided in subsections (A)(1)(b) and (A)(2) of this section. b. Notwithstanding the foregoing, the city may approve fencing, concrete block wallsifencing, retaining walls, and similar fencing/wall structures that are otherwise in compliance with the building code. and with the clearance provisions noted herein, over an easement subject to the following requirements: I. Said fencing or wall structures that interfere with the installation, maintenance, access, or operation of a public utility or city utility may be removed by the utility provider or the city at the sole cost of owner. ii. Any replacement or relocation of the fencing or wall structures shall be at the sole cost of the property owner or occupant. iii. Owners and occupants of property shall not be entitled to compensation for damages related to removal of the fencing or wall structures. Compliance with Standards: The necessary l0-foot public utility easements can and will be provided along the north tuming to cast right-of-way line of the federal Way extension and along the west right- of-way adjacent to Parcel 2. PUEs along the south right-of-way boundary will be provided by future development of parcels to the south. No structures are proposed within any existing City utility easement areas. Project complies. 2. Grass, Asphalt, and Concrete Installed within a City Utility Easement. a. Subject to the limitations of the building code, lawful owners and occupants of property may install grass, asphalt and concrete within a city utility easement. Page 2 205 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC b. In the course of installing, accessing, maintaining, or operating its facilities in a city utility easement, a public utility or the city, as the case may be, may move or remove any asphalt, concrete, or vegetation located within said easement. After the same are moved or removed and after completion of the necessary work, the grass, asphalt or concrete shall be repaired and replaced in a reasonable manner at the sole cost of the public utility or city. c. Owners and occupants of property shall not be entitled to compensation related to damages to grass, asphalt, or concrete so long as the repairs and replacement are done in a reasonable manner and in a reasonable time frame. Compliance with Standards: The proposed project is likely to result in some grass, concrete and/or asphalt being installed within City utility easements, and Applicant acknowledges the City's ability to install, access, maintain, and operate its utilities in accordance with the provisions and limitations of this subsection. B. Watercourses. Where a subdivision is traversed by a watercourse, drainage way, channel or stream, there may be required a stormwater easement or drainage right-of-way conforming substantially with the lines of such watercourse, and such further width as will be adequate for the purpose. Streets, parkways or access roads parallel to major watercourses may be required. Compliance with Standards: The subject property is proposed to be consolidated and partitioned into two parcels. There are no watercourses that traverse either of the proposed parcels. C. Pedestrian Ways. In any block over seven hundred fifty feet in length a pedestrian way may be required. The minimum width of the pedestrian right-of-way must be at least six feet in width which shall be hard surfaced through the block and curb to curb in order to provide easy access to schools, parks, shopping centers, mass transportation stops or other community services. If conditions require blocks longer than twelve hundred feet, two pedestrian ways may be required for combination pedestrian way and utility easement. When essential for public convenience, such ways may be required to connect to cul-de-sacs. Long blocks parallel to arterial streets may be approved without pedestrian ways if desirable in the interests of traffic safety. Compliance with Standards: The subject property is located within an industrial zone in which a pedestrian way through the subject property to the existing development to the north (Costco and FedEx) and south (zoned M-1, currently developed with residential) is unnecessary and impractical given the types of uses in the area. Sidewalks exist along Table Rock Road, Hamrick Way, and Federal Way, and will be constructed along the subject property's frontage as part of the Federal Way/Airport Road extension. These sidewalks will provide adequate means of pedestrian travel. 16.24.040 Lots — Uses. A. The city may, in its discretion, deny approval for the creation of any lot by any manner if the effect of such creation of lot would be to facilitate perpetuation of a nonconforming use. B. No lot shall be created unless it is in compliance with all applicable provisions of this code. Compliance with Standards: The subject property is proposed to be partitioned into two parcels, one of which will be developed as industrial warehouse and distribution center, a use which is permitted within the underlying M-1 zoning district. The two proposed parcels are in compliance with all applicable provisions of this code as outlined hereinunder, with said findings adopted as demonstrating compliance with this standard. 16.24.050 Lots — Size and determination. Lot sizes shall conform with the zoning ordinance and shall be appropriate for the location of the subdivision and for the type of development and use contemplated. In the case of irregular lots, the width shall be measured along the front building line. In no case shall the average depth be more than two and one-half times the width. Corner lots for residential use shall have sufficient width to permit appropriate building setback from and orientation to both streets. Wal Page 3 206 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC A. In areas that cannot be connected to sewer lines, minimum lot sizes shall be sufficient to permit sewage disposal by an engineered system in accordance with Department of Environmental Quality, Jackson County environmental quality section, and public works standards. Such lot sizes shall conform to the requirements of the Jackson County environmental quality section. B Where property is zoned and planned for business or industrial use, other widths and areas may be required, at the discretion of the city. Depth and width of properties reserved or laid out for commercial and industrial purposes shall be adequale to provide for the off-street service and parking facilities required by the type of use and development contemplated. Compliance with Standards: The subject property is located within the M-1 zoning district in which there are no site area requirements except as necessary to provide for required parking, loading, and yard spaces. As demonstrated on the Applicant's proposed tentative plan and site plan at Exhibits 9 and 10, the parcels are appropriate for the proposed industrial warehouse use and development, and their depths are less than two and one-half times the widths. Project complies. 16,24.060 Through lots. Through lots shall be avoided except where essential to reduce access to primary or secondary arterial streets or streets of equivalent traffic volume, reduce access to adjacent nonresidential activities, or to overcome specific disadvantages of topography and orientation. A planting screen easement of at least ten feet may be required along the line of lots abutting such adjacent street. There shall be no right of access across such planting screen easements. Compliance with Standards: No through lots are proposed. Access to both parcels will be from Federal Way/Airport Road. In the alternative, if the proposed Parcel I were to be considered a through lot, no vehicular access to Table Rock Road from the subject property is being proposed. 16.24.070 Lot side lines. The side lines of lots shall run at right angles to the street upon which the lots face, as far as practicable, or on curbed streets they shall be radial to the curve. Compliance with Standards: As demonstrated on the Applicant's tentative plan at Exhibit 9, the proposed lot side lines for each of the proposed parcels run at right angles to the streets that each lot faces, those being Federal Way and Airport Road. Project complies. TITLE 17 ZONING CHAPTER 17.05 APPLICATIONS AND DEVELOPMENT PERMIT REVIEW PROCEDURES 17.05.900 Traffic Impact Analysis. The purpose of this section of the code is to assist in determining which road authorities participate in land use decisions, and to implement Section 660-012-0045(2)(e) of the State Transportation Planning Rule that requires the city to adopt a process to apply conditions to development proposals in order to minimize impacts and protect transportation facilities. This chapter estabttshes the standards for when a development proposal must be reviewed for potential traffic impacts; when a traffic impact analysis must be submitted with a development application in order to determine whether conditions are needed to minimize impacts to and protect transportation €acliities; what must be in a traffic impact analysis; and who is qualified to prepare the study. A. When a Traffic Impact Analysis Is Required. The city shall require a traffic impact analysis (TIA) as part of an application for development, a change in use, or a change in access in the following situations: ♦kixk Page 4 2U APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC 2. If the application does not include residential development, a TIA shall be required when a land use application involves one or more of the following actions: a. A change in zoning or a plan amendment designation; b. Any proposed development or land use action that a road authority, including the city, Jackson County or ODOT, states may have operational or safety concerns along its facility(ies); c. An increase in site traffic volume generation by two hundred fifty average daily trips (ADT) or more; d. An increase in peak hour volume of a particular movement to and from the state highway by twenty percent or more; e. An increase in use of adjacent streets by vehicles exceeding twenty thousand pounds gross vehicle weight by ten vehicles or more per day; f. The location of the access driveway does not meet minimum sight distance requirements, as determined by the city engineer, or is located where vehicles entering or leaving the property are restricted, or such vehicles queue or hesitate on the state highway, creating a safety hazard in the discretion of the community development director; or g. A change in internal traffic patterns that, in the discretion of the community development director, may cause safety problems, such as backup onto a street or greater potential for traffic accidents. B. Traffic Impact Analysis Preparation. A traffic impact analysis shall be prepared by a traffic engineer or civil engineer licensed to practice in the state of Oregon with special training and experience in traffic engineering. The TIA shall be prepared in accordance with the public works department's document entitled "Traffic Impact Analysis." If the road authority is the Oregon Department of Transportation (ODOT), consult ODOT's regional development review planner and OAR 734-051-180. Compliance with Standards: Applicant's traffic engineer has provided a traffic impact analysis consistent with City requirements and guidance from Jackson County Roads and City of Central Point Public Works. See, Applicant's Exhibit 14. CHAPTER 17.48 M-1, INDUSTRIAL DISTRICT 17.48.020 Permitted uses. The following uses and their accessory uses are permitted in an M-1 district, subject to the limitations imposed in Section 17 48.030: A. Warehousing; B. Storage and wholesaling of prepared or packaged merchandise; 17.48.030 Standards for permitted uses. All uses within the M-1 district shall be subject to the following conditions and standards: A. All raw materials, finished products, machinery and equipment, with the exception of automobiles and trucks normally used in the business, shall be stored within an entirely enclosed building or sight -obscuring, nonpierced fence not less than six feet in height; B. The facility shall be in compliance with all applicable state and federal environmental, health and safety regulations; C. In any M-1 district directly across a street from any residential (R) district, all outdoor parking, loading or display areas shall be set back at least ten feet from the public right-of-way and this setback area shall be planted with trees appropriate for the neighborhood, ground cover or other landscaping materials that are consistent with the general existing character of the area, or that will establish a landscape theme for other developments to follow. This setback and landscaping requirement shall also apply to M-1 lots fronting on any street designated in the comprehensive plan as a major arterial. Compliance with Standards: The proposed use for the subject property is a warehouse and distribution facility, which is a permitted use in the M-1 zoning district. All materials and products, Page 5 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC with the exception of automobiles and trucks associated with the use, will be stored indoors. The facility will be operated in accordance with all applicable state and federal environmental, health and safety regulations, and there are no residential districts located adjacent to the subject property. Project can and will comply. 17,48.050 Height regulations. Maximum height of any building or structure in an M-1 district shall be sixty feet. Compliance with Standards: The proposed warehouse building will be approximately 33 feet in height at the highest point of the building parapet. Project complies. 17.48.060 Site area requirements. There are no minimum site area requirements in the M-1 district, except as necessary to provide for required parking, loading and yard spaces. Compliance with Standards: As demonstrated on the Applicant's site plan at Exhibit 10, the subject property has adequate space to provide for the required parking, loading and yard spaces. Project complies. 17.48.070 Yard requirements. The following measurements indicate minimum yard requirements in an M-1 district: A. Front Yard. The front yard shall be a minimum of twenty feet. (Also see Section 17.48.030(Q. B. Side Yard. The side yard shall be a minimum of ten feet except when the side lot line is abutting a lot in any residential (R) district and then the side yard shalt be a minimum of twenty feet and shall be increased by one-half foot for each foot by which the building height exceeds twenty feet. C. Rear Yard. The rear yard shall be a minimum of ten feet except when the rear lot line is abutting a lot In any residential (R) district and then the rear yard shall be a minimum of twenty feet and shall be increased by one-half foot for each foot by which the building height exceeds twenty feet. D. Lot Coverage. No requirements. Compliance with Standards: As shown on the Applicant's site plan at Exhibit 10, the "front" of the proposed warehouse building will be setback approximately 290 feet from the Table Rock Road right- of-way line, and approximately the same distance from the west property boundary, and therefore exceeds both the minimum front and rear yard requirements. From the interior side yard property line (north), the building will be setback approximately 350 feet, and from the street side yard property line (south) the building will be setback approximately 90 feet and thus the project complies with all minimum yard requirements for the M-1 district. 17.48.080 Signs. Signs within the M-1 district shall be limited to the following: A. 1. Permitted signs shall contain not more than one hundred square feet of surface area on any one side, or an aggregate of two hundred square feet of surface on all sides which can be utilized for display purposes; 2. Lighted signs shall be indirectly illuminated and nonflashing; 3. Identification signs shall be permitted within any required setback areas provided it does not extend into or overhang any parking area, sidewalk or other public right-of-way; 4. Signs located within vision clearance areas at intersections of streets shall conform to Section 17.60.110. Page 6 209 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC B. Signs advertising the property "for rent" or "for sale" shall not exceed four square feet of area on any one side and one such sign shall be permitted for each street frontage. C. Signs in the M-1 district shall be permitted and designed according to provisions of Chapter 15.24. Compliance with Standards: No signage is proposed as part of the subject applications. Applicant acknowledges these sign standards and any necessary permits for signage will be obtained from the City when new signs are proposed. 17.48.090 Off-street parking. All uses in an M-1 district shall provide off-street parking and loading facilities as required by Chapter 17,64, except when located within a special district organized to provide common public parking areas. Compliance with Standards: The proposed use meets the required off-street parking and loading facility requirements as outlined herein below. CHAPTER 17.64 OFF-STREET PARKING AND LOADING 17.64.030 Off-street loading. A. In all districts for each use for which a building is to be erected or structurally altered to the extent of increasing the floor area to equal the minimum floor area required to provide loading space and which will require the receipt or distribution of materials or merchandise by truck or similar vehicle, there shall be provided off-street loading space in accordance with the standards set forth in Table 17.64.01, Off -Street Loading Requirements. Off -Street loading Berth Requirement (fractions rounded Categories up to the closest whole number) 4:Ift��L�aL �s�n.Ry sty i�lis.r+iail �L�!4i ::�r• � -, rr Floor ,, ed Nu a __�rl ny F.v [h5 "I vas )-. I ) 500 I®Ql�1RrJ J ou_ f io: B. A loading berth shall not be less than ten feet wide, thirty-five feet long and have a height clearance of twelve feet. Where the vehicles generally used forloading and unloading exceed these dimensions, the required length of these berths shall be increased. C. If loading space has been provided in connection with an existing use or is added to an existing use, the loading space shall not be eliminated if elimination would result in less space than is required to adequately meet the needs of the use. D. Off-street parking areas used to fulfill the requirements of this title shall not be counted as required loading spaces and shall not be used for loading and unloading operations, except during periods of the day when not required to meet parking needs. E. In no case shall any portion of a street or alley be counted as a part of the required parking or loading space, and such spaces shall be designed and located as to avoid undue interference with the public use of streets or alleys. Compliance with Standards: The proposed industrial warehouse use will be located within a new building of approximately 87,750 square feet that requires a minimum of 6 lortding berths per Table 17.64.01. As depicted on the Applicant's site plan at Exhibit 10, there arc 26 loading berths located at the west end of the warehouse, which exceeds the minimum requirement. Project Complies, Page 7 210 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC 17.64.040 Off-street parking requirements. All uses shall comply with the number of off-street parking requirements identified in Table 17.64.02A, Residential Off -Street Parking Requirements, and Table 17.64.028, Non -Residential Off -Street Parking Requirements. For residential uses, the off-street parking requirements are stated in terms of the minimum off-street parking required. For non-residential uses, the off-street parking requirements are presented in terms of both minimum and maximum off-street parking required. The number of off-street parking spaces in Table 17.64.02B, Non -Residential Off -Street Parking, may be reduced in accordance with subsection 8 of this section, Adjustments to Non -Residential Off -Street Vehicle Parking. The requirement for any use not specifically listed shall be determined by the community development director on the basis of requirements for similar uses, and on the basis of evidence of actual demand created by similar uses in the city and elsewhere, and such other traffic engineering or planning data as may be available and appropriate to the establishment of a minimum requirement. IA€!LE Iin.i 020 NON RESIDENTIAL OFF STREET PARKING REQUIREMPJS INDUSTRIAL and MANUFACTURING il shdG' :7: I d^3:P G:v f#dfd 1,OOD 4�;pUd�r"cT0[ Of t"YuS� 1100r fha d. �a ... = hr^,:_l �: araAENE. (' 1 •,r�_; � Jo :•rrpiu� !_ B. Adjustments to Non -Residential Off -Street Vehicle Parking. The off-street parking requirements in Table 17.64.02B, Non -Residential Off -Street Parking Requirements, may be reduced, or increased in any commercial (C) or industrial (M) district as follows: 1. Reductions. The maximum off-street parking requirements may be reduced by no more than twenty percent. 2. Increases. The off-street parking requirements may be increased based on a parking demand analysis prepared by the applicant as part of the site plan and architectural review process. The parking demand analysis shall demonstrate and documents justification for the proposed increase. Compliance with Standards: The proposed warehouse use will occupy a new building of approximately 87,750 square feet, which would require 88 parking; spaces under the gross floor area alternative in Table 17.64.4213 for the warehouse usc- The proposed use also includes distribution, and therefore, requires additional parking for the distribution aspect of the use which is not accounted for in the City's off-street parking ratio tables. The proposed site plan provides 170 parking spaces for employee use to the south and east of the of the warehouse, and as outlined in the parking demand memo at Applicant's Exhibit 12, the 170 proposed spaces is a reasonable number given the fact that the warehouse use also includes the distribution of products once they are received at the warehouse and to allow for seasonal fluctuations in needed employees, C. Accessible Parking Requirements. Where parking is provided accessory to a building, accessible parking shall be provided, constructed, striped, signed and maintained as required by ORS 447.233, and Section 1106 of the latest Oregon Structural Specialty Code as set forth in this section. 1. The minimum number of accessible parking spaces shall be provided for all uses in accordance with the standards in Oregon Structural Specialty Code, Minimum Number of Accessible Parking Spaces. Accessible parking spaces shall be counted toward meeting off-street parking requirements In Tables 17.64.02A and 17.64.02B, Residential and Non - Page 8 211 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Residential Off -Street Parking Requirements. The accessible parking requirements are minimum requirements and are not subject to reductions per subsection (B)(1) of this section. Compliance with Standards: As Shown on the Applicant's site plan at Exhibit 10, there are six accessible parking, spaces provided at the east end of the new warehouse building, which meets the minimum number of spaces required under ORS 447.233 for parking lots with 151 to 200 parking spaces. All accessible parking spaces can and will be constructed, striped, signed and maintained as required herein. Project complies. I. Bicycle Parking. Bicycle parking shall be provided in accordance with Table 17.64.04, Bicycle Parking Requirements. Pod Use elnimuln Required Industrial '.Warehuu,e Z ;pa,_e-• -x `-7. .p: eer Fr)L ,q !� .vhi O, eeci is yr21[ar Compliance with Standards: The proposed warehouse building is approximately 87,750 square feet and thus requires 9 bicycle parking spaces under Table 17.64.04. As shown on the Applicant's site plan at Exhibit 10, the required bicycle parking is proposed to be provided near the main entrance on the east elevation. Project complies. CHAPTER 17.72 SITE PLAN AND ARCHITECTURAL REVIEW 17.72.040 Site plan and architectural standards. In approving, conditionally approving, or denying any site plan and architectural review application, the approving authority shall base its decision on compliance with the following standards: A. Applicable site plan, landscaping, and architectural design standards as set forth in Chapter 17.75, Design and Development Standards; B. City of Central Point Department of Public Works Department Standard Specifications and Uniform Standard Details for Public Works Construction; C. Accessibility and sufficiency of fire fighting facilities to such a standard as to provide for the reasonable safety of life, limb and properly, including, but not limited to, suitable gates, access roads and fire lanes so that all buildings on the premises are accessible to Fire apparatus. Compliance with Standards: As outlined below, the proposed warehouse development project meets the applicable design and development standards in Chapter 17.75, and both can and will meet the Standard Specifications and Uniform Standard Details for Public Works Construction, as well as being accessible for firefighting apparatus and operations. Project complies. CHAPTER 17.75 DESIGN AND DEVELOPMENT STANDARDS 17.75.031 General connectivity, circulation and access standards. The purpose of this sectio:z is to assure that the connectivity and transportation policies of the city's Transportation System Plan are implemented. In achieving the objective of maintaining and enhancing the city's small town environment it is the city's goal to base its development pattern on a general circulation grid using a walkable block system. Blocks may be comprised of publiciprivate street right-of-way, or accessways, Page 9 212 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC A. Streets and Utilities. The public street and utility standards set forth in the City of Central Point Department of Public Works Standard Specifications and Uniform Standard Details for Public Works Construction shall apply to all development within the city. B. Block Standards. The following block standards apply to all development: 1. Block perimeters shall not exceed two thousand feet measured along the public street right-of-way, or outside edges of accessways, or other acknowledged block boundary as described in subsection (8)(4) of this section. 2. Block lengths shall not exceed six hundred feet between through streets or pedestrian accessways, measured along street right-of-way, or the pedestrian accessway. Block dimensions are measured from right-of-way to right-of-way along street frontages. A block's perimeter is the sum of all sides. 3. Accessways or private/retail streets may be used to meet the block length or perimeter standards of this section, provided they are designed in accordance with this section and are open to the public at all times. 4. The standards for block perimeters and lengths may be modified to the minimum extent necessary based on written findings that compliance with the standards are not reasonably practicable or appropriate due to: a. Topographic constraints; b. Existing development patterns on abutting property which preclude the logical connection of streets or accessways; c. Major public facilities abutting the property such as railroads and freeways; d. Traffic safety concerns; e. Functional and operational needs to create large commercial building(s); or f. Protection of significant natural resources. Compliance with Standards: The subject property is located at the south end of a partially developed block that contains a Costco Warehouse and gas station, and a FedEx Ground distribution facility. The proposed warehouse development will complete the development of this block by connecting Federal Way to Airport Road at its intersection with Table Rock Road. The width (east -west) of the existing and the future completed block is approximately 1,000 feet, and the existing length (north -south) of approximately 1,200 feet will be extended by approximately 675 feet with the construction of the proposed project and Federal Way/Airport Road street connection. This will result in block lengths and a perimeter that exceeds the maximums in Section 17.75.031. There are no existing through streets or accessways between the Costco Warehouse and FedEx properties, and there are none included in the proposed warehouse development for the following reasons: With respect to 17.75.03 1 (B)(4)(b), the existing development patterns on the abutting properties (i.e., the FedEx warehouse building and the Costco gas station facilities) preclude the creation of any additional through north -south streets and/or accessways that would shorten the block lengths this direction. The proposed use will be located within this block (two warehouse/distribution facilities and a large warehouse retailer with gas station) are such that direct street connections between and through the properties are not necessary as the uses do not create a synergy that would generate a need for general vehicular travel between the sites. • With respect to 17.75.031(13)(4)(c and d), the proposed warehouse development will construct the extension of Federal Way to connect with Airport Road at Table Rock Road, which will provide the logical and safest means of vehicular circulation for the area. Moreover, Table Page 10 213 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: 1311 DevCo, LLC Rock Road is a principal arterial that is one of the largest and most heavily travelled north -south routes in Jackson County; accordingly Jackson County does not want additional access and connections to Table Rock Road where they are not necessary. Additionally, the proposed project will result in a complete sidewalk system around the entire perimeter of the subject block, which will provide for safe pedestrian travel between the sites. ■ With respect to 17.75,031(13)(4)(e), the proposed warehouse and distribution facility is occupying the entire site from north to south. This large 87ksf commercial building's functional and operational needs preclude construction of an additional street east -west that would shorten the block lengths. Given these observations, modifications to the standards for block perimeters and lengths can thus be found to be appropriate. C. Driveway and Properly Access Standards. Vehicular access to properltes shall be located and constructed in accordance with the standards set forth in the City of Central Point Department of Public Works Standard Specifications and Uniform Standard Details for Public Works Construction, Section 320.10.30, Driveway and Property Access. Compliance with Standards: As shown on the Applicant's site plan at Exhibit 10, vehicular access to the proposed warehouse development will be directly from the new segment of Federal Way/Airport Road that will be constructed as part of the project. All driveways/access points can and will be constructed to the specified City standards. Project complies. D. Pedestrian Circulation- Attractive access routes for pedestrian travel shall be provided through the public sidewalk system, and where necessary supplemented through the use of pedestrian accessways as required to accomplish the following: 1. Reducing distances between destinations or activity areas such as public sidewalks and building entrances; 2. l3ndging across barriers and obstacles such as Fragmented pathway systems, wide streets. heavy vehicular traffic. and changes in level by connecting pedestrian pathways with clearly marked crossings and inviting sidewalk design; 3. Integrating signage and lighting system which offers interest and safety for pedestrians; 4. Connecting parking areas and destinations with retail streets or pedestrian accessways identified through use of distinctive paving materials, pavement striping, grade separation, or landscaping. Compliance with Standards: The proposed warehouse development will include construction of the final segments of Federal Way and Airport Road. When built, pedestrian travel will be available via sidewalks around the entirety of the completed block that will be formed by the subject project and the Costco Warehouse and FedEx properties to the north. There are no existing pedestrian connections between the Costco and FedEx properties and none are proposed as part of the subject warehouse development as it can be found that the uses are not anticipated to have interrelated pedestrian activity areas. E. Accessways, Pedestrian. pedestrian accessways may be used to meet the block requirements of subsection 6 of this section. When used pedestrian accessways shall be developed as illustrated in Figure 17.75-01. All landscaped areas next to pedestrian accessways shall be maintained, or plant materials chosen. to maintain a clear sight zone between three and eight feet from the ground level. Page 11 214 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Compliance with Standards: As noted above under the discussion related to black lengths and perimeters, pedestrian accessways between the subject and abutting properties are impractical and unnecessary given the nature of the uses and the sizes of the properties within the subject block. .**.k 17.75.039 Off-street parking design and development standards. All off-street vehicular parking spaces shall be improved to the following standards: A. Connectivity. Parking lots for new development shall be designed to provide vehicular and pedestrian connections to adjacent sites unless as a result of any of the following such connections are not possible: 1. Topographic constraints; 2. Existing development patterns on abutting property which preclude a logical connection; 3. Traffic safety concerns; or 4. Protection of significant natural resources. Compliance with Standards: The lands to the north of the subject property are developed with a Costco Warehouse and gas station, and FedEx distribution facility. These properties do not have connected parking lots and the proposed new warehouse development also does not include parking lot connectivity with these adjacent sites. The FedEx parcel has perimeter fencing that prohibits pedestrian cross -access. The proposed warehouse use features a significant number of delivery vehicles that will be parked on the northern half of the subject property and the circulation pattern and volume of these vehicles makes connected parking lots a safety concern for bath vehicles and pedestrians. In addition, and as noted previously above, there are no obvious practical reasons for traveling between the adjacent properties given the uses on each. Should someone want to travel between any of the three sites, there will be convenient and safe routes for both vehicular and pedestrian travel via Federal Way. B. Parking Stall Minimum Dimensions. Standard parking spaces shall conform to the following standards and the dimensions in Figure 17.75.03 and Table 17.75.02; provided, that compact parking spaces permitted in accordance with Section 17.64.040(G) shM have the following minimum dimensions: 1. Width —Shall be as provided in column B in Table 17.75.02; 2. Length --Shall reduce column C in Table 17.75.02 by no more than three feet. Compliance with Standards: The proposed parking spaces are 9 feet in width by 19 feet in length (18 feet where curbing serves as the wheel stop). Project complies. See, Applicant's site plan at Exhibit 10. C. Access. There shall be adequate provision for ingress and egress to all parking spaces. Compliance with Standards: The employee parking areas have two-way, 24 foot wide drive aisles where there are back-to-back parking rows, and there are two points of ingress/egress to Federal Way/Airport Road. Project complies. D. Driveways. Driveway width shall be measured at the driveway's narrowest point, including the curb cut. The design and construction of driveways shall be as set forth in the Standard Specifications and Public Works Department Standards and Specifications. Page 12 21-5 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Compliance with Standards: As shown on the Applicant's proposed site plan at Exhibit 10, there are five proposed driveways along the subject property's street frontage. The two driveways serving the delivery vehicle parking/storage area are 27 feet wide while the two driveways serving the employee parking lots are 21 feet in width. The Fifth driveway located at the southwest corner of the warehouse site is 47 feet in width to accommodate larger freight delivery vehicles that will be unloaded at the west end of the warehouse. The proposed driveway widths are in conformance with the Public Works Department's uniform standards for driveways and alley approaches for commercial development (Drawing A-6A). E. Improvement of Parking Spaces. 1. When a concrete curb is used as a wheel stop, it may be placed within the parking space up to two feet from the front of a space. In such cases, the area between the wheel stop and landscaping need not be paved, provided it is maintained with appropriate ground cover, or walkway. In no event shall the placement of wheel stops reduce the minimum landscape or walkway width requirements. 2. All areas utilized for off-street parking, access and maneuvering of vehicles shall be paved and striped to the standards of the city of Central Point for all-weather use and shall be adequately drained, including prevention of the flow of runoff water across sidewalks or other pedestrian areas. Required parking areas shall be designed with painted striping or other approved method of delineating the individual spaces, with the exception of lots containing single-family or two-family dwellings. 3. Parking spaces shall be designed so that no backing movements or other maneuvering within a street or other public right-of-way shall be necessary, except for one- and two-family dwellings with frontage on a local street per the city of Central Point street classification map. 4. Any lighting used to illuminate off-street parking or loading areas shall be so arranged as to direct the light away from adjacent streets or properties. 5. Service drives shall have a minimum vision clearance area formed by the intersection of the driveway centerline, the street right-of-way line, and a straight line joining the lines through points twenty feet from their intersection. 6. Parking spaces located along the outer boundaries of a parking lot shall be contained by a curb or a bumper rail so placed to prevent a motor vehicle fforn extending over an adjacent property tine, a public street, public sidewalk, or a required landscaping area. 7. Parking, loading, or vehicle maneuvering areas shall not be located within the front yard area or side yard area of a corner lot abutting a street in any residential (R) district, nor within any portion of a street setback area that is required to he landscaped in any commercial (C) or industrial (M) district. 8. Except as provided in subsection (E)(3) of this section, all uses, including one- and two-family dwellings on arterial and collector streets, shall provide adequate vehicle: turnaround and maneuvering area through the use of aisle extensions and/or turnaround spaces as illustrated in Figure 17.75,04 and 17.75.05. Functionally equivalent turnaround and maneuvering designs may be permitted by the approving authority through the site plan and architectural review process. Compliance with Standards: As evidenced on the site plan at Applicant's Exhibit 10, wheel stops are not proposed to be used within the parking spaces, and all other parking space improvement standards can and will be met. F. Limitation on Use of Parking Areas. Required parking areas shall be used exclusively for vehicle parking in conjunction with a permitted use and shall not be rrmduced or encroached upon in any manner. The parking facilities shall be so designed and maintained as not to constitute a nuisance at any time, and shall be used in such a manner that no hazard to persons or property, or unreasonable impediment to traffic, will result. Page 13 216 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Compliance with Standards: The proposed use is for an industrial warehouse and distribution facility which is permitted in the M-1 district, and these limitations on the use of parking areas are acknowledged and will be complied with. G. Parking/Loading Facility Landscaping and Screening. Parking lot landscaping shall be used to reinforce pedestrian and vehicular circulation, including parking lot entries, pedestrian accessways, and parking aisles. To achieve this objective the following minimum standards shall apply; however, additional landscaping may be recommended during the site plan and architectural review process (Chapter 17.72). All parking lots shall be landscaped in accordance with the following standards: 1A iti I.• -S?11 <., .'atitkQ�,. ..., ., �.�� -_. �.. .�, "Ed'...-. ?E'.,._, �, �_.. NO�S,p71M�. yt4t9 Cigr❑: Street FrontageI ► m Planting Area Width plants it"ulred per 100 Uneol Ft. of Street Frontage J I 20 SlI. pedmeter(AOut0to Land Use Wants Roqufr" per 100 Unoot Ft of Abutting Property I S 70 S(I 7 '0 Perimeter and Street Frontage Landscaping Requirements. The perimeter and street frontage for all parking facilities shall be landscaped according to the standards set forth in Table 17.75.03. Compliance with Standards: The subject property will have approximately 1,200 feet of frontage on Federal Way/Airport Road (Standard Local Street), and approximately 540 feet of frontage on Table Rock Road (Principal Arterial). Pursuant to Table 17.75.03, this equates to street frontage landscaping requirements of 36 trees and 180 shrubs along the Federal Way/Airport Road frontage, and 22 trees and 108 shrubs along the Table Rock Road frontage. As shown on the landscape plans at Applicant's Exhibits 10, a 10 to 15 foot wide planter area will be installed behind the sidewalk on the Federal Way/Airport Road street frontage, and a 15 foot wide planter will be installed behind the sidewalk along the Table Rock Road frontage. The subject property also has approximately 970 feet of shared property line with the two light industrial properties to the north (FedEx Ground and Costco), and a 10 foot wide planter is proposed along this shared property boundary. Pursuant to Table 17.75.03, this shared boundary planter will require a minimum of nineteen trees and 97 shrubs. The preliminary landscape plans demonstrate that the shared property boundary and both street frontage landscape planter areas can accommodate and will have the required numbers of trees and shrubs. Final landscape plan can be conditioned to comply with all applicable requirements. 2. Terminal and Interior Islands. For parking lots in excess of ten spaces all rows of parking spaces must provide terminal a minimum of six feet in width to protect parked vehicles, provide visibility, confine traffic to aisles and driveways, and provide a minimum of five feet of space for landscaping. In addition, when ten or more vehicles would be parked side -by -side in an abutting configuration, interior landscaped islands a minimum of eight feet wide must be located within the parking row. For parking lots greater than fifty parking spaces, the location of interior landscape island shall be allowed to be consolidated for planting of large stands of trees to break up the scale of the parking lot. The number of trees required in the interior landscape area shall be dependent upon the location of the parking lot in relation to the building and public right-of-way: a. Where the parking lot is located between the building and the public right-of-way, one tree for every four spaces; Page 14 217 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC b, Where the parking lot is located to the side of the building and partially abuts the public right-of-way, one tree for every six spaces; c. Where the parking lot is located behind the building and is not visible from the public right-of-way, one tree for every eight spaces. Compliance with Standards: The proposed employee parking lots contain a total of 170 spaces which require a minimum of 43 trees within the employee parking lot landscape areas. The Applicant's preliminary landscape plans at Exhibit 10 demonstrate that the minimum number of required trees within the parking lot landscape areas can and will be met. There are no parking rows containing 10 or more vehicle spaces side -by -side, and with terminal landscape planters having 8 feet or more of space for landscaping, the proposed plan exceeds the minimum standard. in addition, there are numerous additional landscape planters throughout the parking lot that will further break up the scale of the parking lots. The proposed site plan also includes a large vehicle storage lot on the north half of the warehouse site, which is also proposed to be landscaped although it is not required within vehicle storage areas. This area has wide planters spread throughout that will contain numerous trees and shrubs. Project complies. 3. Bioswales. The use of bioswales within parking lots is encouraged and may be located within landscape areas subject to site plan and architectural review. The tree planting standards may be reduced in areas dedicated to bioswales subject to site plan and architectural review. Compliance with Standards: All stormwater from the proposed warehouse development will be detained in two dry ponds on both sides of the driveway near the southwest corner of the site. Bioswales are not proposed within the parking lots. if final engineering determines additional storm drainage detention is required, there is additional room for storm drainage detention on the proposed Parcel 2. H. Bicycle Parking. The amount of bicycle parking shall be provided in accordance with Section 17.64.040 and constructed in accordance with the following standards: 1. Location of Bicycle Parking. Required bicycle parking facilities shall be located on -site in well lighted, secure locations Bicycle parking may also be provided inside a building in suitable, secure and accessible locations. Bicycle parking for multiple uses (such as in a commercial center) may be clustered in one or several locations. 2. Bicycle Parking Design Standards. All bicycle parking and maneuvering areas shall be constructed to the following minimum design standards: a. Surfacing. Outdoor bicycle parking facilities shall be surfaced in the same manner as a motor vehicle parking area or with a minimum of a three-inch thickness of hard surfacing (i.e., asphalt, concrete, pavers or similar material). This surface will be maintained in a smooth, durable and well -drained condition. b. Parking Space Dimension Standard. Bicycle parking spaces shall be at least six feet long and two feet wide with minimum overhead clearance of seven feet. c. Lighting. Lighting shall be provided in a bicycle parking area so that all facilities are thoroughly illuminated and visible from adjacent sidewalks or motor vehicle parking lots during all hours of use. d. Aisles. A five-foot aisle for bicycle maneuvering shall be provided and maintained beside or between each row of bicycle parking. e. Signs. Where bicycle parking facilities are not directly visible from the public rights -of -way, entry and directional signs shall be provided to direct bicycles from the public rights -of -way to the bicycle parking facility. Page 15 218 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Compliance with Standards: The proposed warehouse use requires 9 bicycle parking spaces as previously outlined under the standards for Section 17.64.040. These spaces will be provided near the northwest corner of the warehouse building as shown on the site plan at Exhibit 10. Page 16 219 GS a cli pro w a� N1 � � h � c•1 � 4 F�:u.ut�r w-d-•ul wa es sa:z GMOV& vlva are 0 N N i jolt �� • y i L1 Architectural Rey 37-2W-12B-800, 222 Zoning District _ . _ I Subject Property BCG City Limits J M-1 Tax Lots M-2 --�_1 oS R-1-6 QR-2 Date: 10/26I2022 EXHIBIT 7 I R P;O:R-r— D' H Zoning Map BH Devco, LLC Tentative Plan / Site Plan & Architectural Review 37-2W-12B-800, 900, 902 0 250 500 1,000 N Feet 223 EXHIBIT S J* 4 HAMRICK RDi r r i I q Q 111-f p - 0 UA _ L� 8f. owl ` N112 i t _! 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J J . f �00'007, N+,AL,BZ.�iO r-i tf1 N �'^10"'"""°"•"'"°"' ��n S012l13WOlOHd NVId imri,�! 1 U 1�lH acl�a,W1jl _.—. 03EAIVIN3 AHdUmN 103rMld --- �= - ------ -ter-- - �' - --r;^- - -a. a. -'--- - - 7 - l I .. • I .. r Jl _ . . . F � r r111. .. r'�. .- - 1 ri - M 1, ; SOMA ilu�w 030" pum�nrl nrew +u.. •T• `W+A1Stunew. N01OHd 13WONd NINE] .w!'�J�,��3�•�F�R�}��!•�'�•�'�'�.?�'Yl?w.id ��'?r.7li�-�+w w' AiC.�iyMC111;1�Hii.��' ' u r") Ln N iwrryx un'�'xnr�.�rra �e s •a� woH<«Aalwr)l NVId S3Ia13W01OHd aa�avlN� u•i�C7 •m`orr MdMM $ ioarc d � w i--.... _ . _ :.. - . .. -, - R�F,71" - • � ■ram �� .�n - -- - ,. �.—.--------------------.------ -- .. 1 ua0H lI ""log uWM3 Ti5».f Nbrld Mddnvi o SOIa13WOlOHd ON �N *�+ a3EMY1N3 103road n w -------------------- f`J.I .+ .' +• { it .- .� _ I � I I In Ln N �. ..o,., .. NV "�� •� µ,me : S�12i13WOlOHd AHddnvi i.. iine�wh 1'J3fOtld w a3JaVIN3 �8g y t WItC M.WI� 11N1mFA)RIYIM 1G' � �M ARdlinvy t_ r UJOH(KAalwi� M. Slltil3a JNIlHJII 13grONd w r- Ln N toga ao'u,ge mm�a wou H9otl ateri iatt mdsnw narow CD- t � I ' ?d 1 0-1 G-) ,W I 9 a I j�Go C; I i - (D EXHIBIT 12 Technical Memorandum To: Steven Backman, BH Devco Date: October 31, 2022 Subject: Parking Demand for Project Murphy PARKING DEMAND DISCUSSION CSA Planning, Ltd 4497 Brownrldge. Suite 101 Medford, OR 87504 Telephone 641.779.0569 Fax 541.779.0114 Jay@CSAplanning.com CSA Planning Ltd. was asked to provide evidence concerning parking demand for the proposed "Project Murphy" warehouse and distribution facility in Central Polnt, Oregon. The Central Point Municipal Code (CPMC) Section 17.64 sets out the City's Off -Street Parking requirements. Non-residential off-street parking requirements are provided in Table 17.64.02(B). That table contains a standard for Warehousing and Storage, but there is no parking rate for a warehousing, storage, and distribution facility. The distribution aspect of the proposed project makes a big difference. Warehousing and Storage uses require off-street parking for office workers, fork-lift operators and dock workers. This type of use is typically being visited by the trucking uses delivering to the facility. After they deliver their load, the trucks move to the next warehouse or storage use. The CPMC uses a rate of 1 parking space per thousand feet of gross floor area for warehouse and storage uses. This equates to a requirement for 88 parking spaces for the warehouse and storage aspects of the proposed use. The distribution aspect of the proposed use is not captured by the CPMC. The proposed site plan has 170 parking spaces, so the use proposes an additional 82 parking spaces to be needed to serve the distribution aspect of the project. The distribution aspect of the proposed use will require off-street parking for some portion of the distribution van drivers to park their personal vehicles at the facility. CPMC 17.64.040(B) allows adjustments to the non-residential off-street vehicle parking requirements. The Site Plan also depicts vehicle storage area for 216 distribution vans. Some vans will be loaded while others are out for delivery. Uses like this have been and will continue to become more and more automated over time. PARKING DEMAND CONCLUSION When considering the base warehouse and storage off-street parking requirement for 87 auto spaces, the proposed additional 82 auto parking spaces is a reasonable and appropriate amount to meet the needs of the additional distribution aspects of the use pursuant to CPMC 17.64.040(B). CSA also observes that the nature of the proposed street configuration is such that most of the new street extension fronts on property owned by the Applicant on both sides of the street, and therefore, significant on -street perking will also be available in the area and may be utilized during potential seasonal employment fluctuations. CSA Planning, Ltd. /�, 4k- kr " Ja kftriend President 259 EXHIBIT 13 FirstAmencon Tide Insurance Company First American Order No.: 7161-3998828 October 05, 2022 1225 Crater Lake Avenue, Suite 101 Medford, OR 97504 Phn - (541)779-7250 Fax - (866)400-2250 FUit 0E1 .4NS REGARDING MR QDNK , PLEASE CONTACT. LORI BILLINGS, Escrow Offlcer/Closer Phone: (541)779-7250 - Fax: (866)839-7125- Emall:lbillings@firstam.com First American Title Insurance Company 1225 Crater Lake Avenue, Suite 101, Medford, OR 97504 FOR ALL -QUESTIONS REAM IN-q_Tti�SFRIAl.�M1NAR1�_� 10 T., PLEAff CONTACT: Mark Fliegel, Title Officer Phone: (541)779-7250 - Email: mfliegel@firstam.com 2nd Revised Preliminary Title Report This report Is for the exclusive use of the parties herein shown and is preliminary to the issuance of a title insurance policy and shall become void unless a policy Is Issued, and the full premium paid. Please be advised that any provision contained in this document, or in a document that Is attached, linked or referenced In this document, that under applicable law illegally discriminates against a class of individuals based upon personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or any other legally protected class, is illegal and unenforceable by law. Situs Address as disclosed on Jackson County Tax Roll: 3791 Table Rock Road, Medford, OR 97504 2021 ALTA Owners Standard Coverage Liablllty $ Premium $ 2021 ALTA Owners Extended Coverage Liablllty $ 5,436,174.17 Premium $ 14,348.00 2021 ALTA Lenders Standard Coverage Liability $ Premium $ 2021 ALTA Lenders Extended Coverage Liability $ Premium $ Endorsement Premium $ Govt Service Charge Cost $ 270.00 Other Cost $ We are prepared to issue Title Insurance Policy or Policies of First American Title Insurance Company, a Nebraska Corporation in the form and amount shown above, Insuring title to the following described land: The land referred to in this report is described In Exhibit A attached hereto. and as of September 28, 2022 at 8:00 a.m., title to the fee simple estate is vested in: Table Rock Business Park, LLC, an Oregon limited liability company Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and the following: 260 Preliminary Report Order No.: 7161-399BB28 Page 2 of 11 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons In possession thereof. 3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, Imposed by law and not shown by the public records. The exceptions to coverage 1-5 inclusive as set forth above will remain on any subsequently issued Standard Coverage Title Insurance Policy. In order to remove these exceptions to coverage In the issuance of an Extended Coverage Policy the following items are required to be furnished to the Company; additional exceptions to coverage may be added upon review of such information: A. Survey or alternative acceptable to the company B. Affidavit regarding possession C. proof that there is no new construction or remodeling of any improvement located on the premises. In the event of new construction or remodeling the following is required: I. Satisfactory evidence that no construction liens will be filed; or Ii. Adequate security to protect against actual or potential construction liens; Ill. Payment of additional premiums as required by the Industry Rate Filing approved by the Insurance Division of the State of Oregon 6. Water rights, claims to water or title to water, whether or not such rights are a matter of public record. 7. Taxes for the fiscal year 2022-2023 a lien due, but not yet payable 8. The herein described property has been disqualified from special assessment as farm use land and is currently assessed at true cash (market) value. ORS 308A.083 et seq. provides that if the property Is converted to a use inconsistent with its return to farm purposes, potential tax in the amount of $3,919.69 will become due and payable. (Affects Parcel 1) 9. City liens, if any, of the City of Central Point. 10. The premises herein described are within and subject to the statutory powers of the Rogue Valley Sewer Services. First American Tide 261 Preliminary Report order No.: 7161-3998825 Page 3 of 11 11. These premises are situated in the Rogue River Valley Irrigation District, and subject to the levies and assessments thereof, water and irrigation rights, easements for ditches and canals and regulations concerning the same. 12. The rights of the public in and to that portion of the premises herein described lying within the limits of streets, roads and highways. 13. Intentionally deleted 14. Intentionally deleted 15. Any conveyance or encumbrance by Table Rock Business Park, LLC should be executed pursuant to their Operating Agreement, a copy of which should be submitted to this office for inspection. 16. Unrecorded leases or periodic tenancies, if any. 17. Extended Owner's policy has been requested per the Sale and Purchase Agreement provided for this transaction, therefore we will need to be provided an ALTA/NSPS Land Survey and the seller sign our Extended Owner's Affidavit required for our review prior to dose of escrow, so that we may revise our report accordingly. 18. This report has been submitted to our underwriter for review and approval. We will inform you of any further exceptions and/or requirements. - END OF EXCEPTIONS - Note: Revised to update report and remove previous exception 13. NOTE: We find no matters of public record against BHD Land Development, LLC that will take priority over any trust deed, mortgage or other security instrument given to purchase the subject real property as established by ORS 18.165. NOTE: Taxes for the year 2021-2022 PAID IN FULL Tax Amount: $2,123.27 Map No.: 372W12B 800 Property ID: 1-046233-9 Tax Code No.: 49-49 NOTE: Taxes for the year 2021-2022 PAID IN FULL Tax Amount: $649.74 Map No.: 372W1213 900 Property ID: 1-046234-7 Tax Code No.: 49-49 NOTE: Taxes for the year 2021-2022 PAID IN FULL Tax Amount: $654.59 Map No.: 372W12B 902 Property ID: 1-016236-1 Tax Code No.: 49-49 NOTE: This Preliminary Title Report does not include a search for Financing Statements Fled in the Office of the Secretary of State, or in a county other than the county wherein the premises are situated, and no liability is assumed if a Financing Statement is filed in the Office of the County Clerk covering Fixtures on the premises wherein the lands are described other than by metes and bounds or under the rectangular survey system or by recorded lot and block. First American Tide 262 Preliminary Report Order No.: 7161-89OU28 Page 4 of 11 NOTE: According to the public record, the following deed(s) affecting the property herein described have been recorded within _L4 months of the effective date of this report: NONE NOTE: We find no outstanding voluntary liens of record affecting subject property. An inquiry should be made concerning the existence of any unrecorded lien or other indebtedness which could give rise to any security Interest In the subject property. THANK YOU FOR CHOOSING FIRST AMERICAN TITLE! WE KNOW YOU HAVE A CHOICE! FlrstAmerlean 774'e 263 Prellminary Report Order No.: 7161-3998828 Page 5 of 11 MARK FLIEGEL TITLE OFFICER mfliegel@firstam.com _ RECORDING INFORMATION As of March 23, 2020 Jackson County recording fees are as follows: Recording Fees: $ 102.00 All Deeds 1st page $ 5.00 All Deeds for each additional page $ 119.00 All Other Document Types $ 5.00 All Other Document Types for each additional page Fees will be imposed by the County Clerk of a document presented for recording fails to meet the its established by ORS Chaster 205. cc: John Hamlin, Hamlin Real Estate 1118 East Main Street, Medford, OR 97504 cc: Stark and Hammack PC 100 East Main Street, Suite M, Medford, OR 97501 Flrst Amedcan We 264 Preliminary Report Order No.: 7161-3999828 Page 6 of 11 Exhibit "A" Real property in the County of Jackson, State of Oregon, described as follows: PARCEL 1: Beginning at the Southeast corner of Donation Land Claim No. 56 in Township 37 South, Range 2 West of the Willamette Meridian, Jackson County, Oregon; thence North 890 53' West along the South boundary of said Donation Land Claim, 757.4 feet; thence South 200.0 feet; thence South 430 30' East, 470.0 feet; thence South 490 30' East, 264.4 feet to the South line of property described In Certificate Title No. 1040; thence South 890 47' East, 598.2 feet; thence North 356.0 feet; thence South 890 47' East, 252.2 feet to the centerline of Table Rock Market Road; thence North along the centerline of said road, 356.85 feet to the North boundary of Donation Land Claim No. 58; thence North 890 53' West along said North boundary of Donation Land Claim No. 58, a distance of 618.35 feet to the point of beginning. PARCEL 2: Commencing at the Southeast comer of Donation Land Claim No. 56, Township 37 South, Range 2 West of the Willamette Meridian, Jackson County, Oregon; thence South 890 50' 10" East along the North line of Donation Land Claim No. 58, said Township and Range, 578.10 feet; thence South 00 03' West, parallel to and 10 feet West of the West line of Table Rock Road, 356.81 feet; thence North 890 47' West, 212.50 feet; thence South 00 03' West, 102.0 feet to the true point of beginning; thence continue South 00 03' West (record South) 76.0 feet to the Southwest corner of tract described in Document No. 71-03949, Official Records, Jackson County, Oregon; thence South 890 47' East, along the South line of said tract, 212.50 feet; thence North 00 03' East (record North) 76.0 feet; thence North 890 47' West, 212.50 feet, to the true point of beginning. PARCEL 3: Commencing at the Southeast corner of Donation Land Claim No. 56 in Township 37 South, Range 2 West of the Willamette Meridian, Jackson County, Oregon; thence South 890 50' 10" East along the North line of Donation Land Clalm No. 58, said Township and Range, 578.10 feet; thence South 00 03' West, parallel to and 10 feet West of the West line of Table Rock Road, 356.81 feet to the true point of beginning; thence North 890 47' West, 212.50 feet; thence South Oa 03' West 102.00 feet; thence South 890 47' East 212.50 feet to the West line of Table Rock Road; thence North 00 03' East along said West line, 102.00 feet to the true point of beginning. Excepting therefrom all 3 parcels all that portion of the property conveyed to Jackson County, a political subdivision of the State of Oregon, recorded April 06, 2017 as Document No. 2017-011467. NOTE: This legal description was created prior to January 1, 2008. First American We 265 Preliminary Report Order No.: 7161-3999828 Page 7 of 11 . rt. First American Title Insurance Company SCHEDULE OF EXCLUSIONS FROM COVERAGE ALTA LOAN POLICY (07/01/21) The following matters are excluded from the coverage of this policy, and the Company will not pay loss or damage, cam, aMomevV fees, or expenses that arise by reason of: 1. a. any law, ordinance, permlt, or governmental regulation (Including those relating to building and zoning) that restricts, regulates, prohibits, or relates to: I. the occupancy, use, or en)oyrnent of the Land; I. the character, dlmensianS, or location of any Improvement erected on the Land; I6. the subdlvWw of land; or Iv. environrtx ltat Temediaton or protectlon. b, any governmental forfeRure, poeloe, regulatory, or rational wcurtty power. c, the efil of a violation ar enforcement of any moody excluded under Exclusion l.a. or S.b. Exebrsfee, 1 does W modify or limit the coverage provided under Covered Risk 5 or 6. 2. Any power of erninent domain. ExckrOon 2 does not modify or limit the coverage provided under Covered Risk 7. 3. Any defect, lien. encurnbranco, adverse claim, or other matter. a. created, suffered, assumed, or agreed W by the trtsured Claimant; h. not Komn to the Compaay, not reWrded to the Publk; Records at the Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior W the date the Insured Claimant became an Insured under this policy; C. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to the date OF Polley (Exclusion 3.d. does not modify or limit the coverage provided urhder Covered Risk 11, 13, or I4); or e. resulting in loss or damage that wauki not have been susWincd if consideration sufficient to quadfy the insured named in Schedule A as a bona fide purcttoser or a=mbralrW had been olven for use Insured Mrtgage at die Date of Polley. 4. Unenfarceablky Of the lien of the tnserred Mortgage be ausb of Me InabHity or Failure of an Infured to comply with appitrabte Wing'busirress haw. 5. Snvatklity or nnenfmteabAhty of txt lien of the insured Marsger,Te that anses.xit of the transaction eviderxeci by tax: Irhsured Mortgage: and rs based upon usury Tay, or Consumer Rotedjon Law. 6. Any claim, by reason of the Operation of federal bankruptcy, state Insolvency, or similar creditors' rights law, that the transaction creating the lien of the Insured Mortgage is a: a. fraudulent earhtreyance or fraudulent transfer; b. vokho le "rear under the Uniform Voidable Transactions Act; or C. preferential tramfer: I. to the extent the Insured Mortgage is not a transfer made as a contemporaneous exchange for new value; or a, fro arty other reason not stated in Covered Risk 13b 7. Any claim of a PACA-PM Trust. Exdaslon 7 dres W modify Or limit the cgvera{7e 0;0 ded under Cava Risk 11 8. Any Gen on the Tkte for real estate taxes or asse Wiens imposed by a govemmhesh[al authority and created or attaChing betweLm the Uate of Pgticy and the date of W"Ong 0 the Insured Mortgage in the Public Records. FwIv51on 8 does not moddy of limit the coverage provided under Covered Wsk 2.b. or I1.b. 9. Any discrepancy In the quantity of the area, square footage, or acreage of the Land or of any improvement to the land. ALTA OWNER'S POLICY (07/01/21) The fallowing matters are excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneyA fees, or expenses that arise by reason of: 1. a any taw, ordinance, permit, or govemmental regulation (Including arose relating to building and zoning) that restricts, regulates, prohibits, or relates to: 1, the Occupancy, use, or enjoyment of the Land; d. the character, dltllensklrhs, or location of any Improvement an the Land; Ill. the subdivision of land; or iv. environmental remedlation or protection, b. any 9cvenrinwitt3l fcrfetture, poJ Ice, tegulatory. or nail of sewn ty ygwet, C. the effect of a vfolat'nn ar enfcKoe 4'nt of any matter excluded under Exclusion l.a. or Lb. ExduSloh 1 does not modify of limit the wveraga provided under Covered Risk 5 or 6. i, Any power Of eminent domain. Ucluslan 2 does not modify Or limit the coverage provided under Covered Risk 7. 3 Any defect, lien, encumbrance, adverse claim, or other matter- a. neared, suffered, assumed, or agreed W by the insured Claimant; h not Known to the Company, not recorded in the Public Records at the Date of Policy, but Known to the Insured Claimant and not disclosed In writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; c. resulting In nc lass or damage to the Insured Claimant; d, attaching or created Subsequent W the Date Of Policy (Exclusion 3A does not modify or limit the coverage provided under Covered Risk 9 or 10); or e. resulting, in loss or damage that would not have been su5talned If eonstdeiation sufficient to qualify the Insured named in Schedule A as a bona fide purchaser had been grvl rn fnf llthr Title: at the gale of Policy. •1. Any claim, by rPasen of the orieratinn of federal bdnknlp". state Insolvency, or similar creditors' rights law, that the transaction vesting the Title as shown in Schedule A is a; a. fraudulent conveyance or fraudulent transfer; b, voidable transfer under the Uniform Voidable Transactions Act; or c. preferentsil transfer: I. to the extent the instrument of transfer vesting the Title as shown In Schedule A is not a transfer made as a contamporaneous exchange for rv-sve vacua; Or rt, for any other reaso+r not stated in Covered fit-k 4.b. 5. Any calm of a PACA-PSA Trust Exchulon 5 does +ldt mOtffy or Ilion the coverage pntvkied tattler Covered Ruin 8, 6. Any inn on ttm Title for real estate taxes of aoSSebsrnetns Imposed or [olklcW by a fKhvernmerttal auu Orlty that bCSameG due and payable after the Date of Policy. Ex:iuow 6 dues nut modify or limit the omrage pmysM under Omered Risk 1b. 7. Any discrepancy in the quantity of ilia area, square foOL]h� Of awivyc of tlhe Land or of my hnprrrrennoYtt to the tanrl. FIrst Amencan Title 266 Preliminary Report Order No.: 7161-3990828 Page 8 of 11 SCHEDULE OF STANDARD EXCEPTIONS I. Taws or wtvldh are rim showrh as ex Ming liens by the records of any taxing auf ow that levies taxes or a"essinenis on real property or by the public records; =eedings by a public agency which may result in taxes of assessments, or notices of such praceedings, whether or not shown by the reoorcls of such agency or by pre public records. 2. Facts, rights, Ihttr.�resas or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in pow4sslon thereof. 3. Easements, or claims of easement; not shown by the public records; reservations or exceptions In patents or In Acts autlwrizing the Issuance thereat; water rights, claims or We to water. 4. Any encroachment (of existing fmpro nwrits located on ft subject land onto adjoirfnq land or of existing Irnprovement5 located are adlolnidg lard onto the subject lend), enctnbrance, violation, varston, or adverse crrcurrstencp affecting the title that wouid be disclosed by an accurate and complr+ta land survey of the subject rand. 5. Any lien" or right to a Ilen, for services, labor, ;nateriai, equipment rental or workers compensation bambfore or hereafter fumished, imposed by law and not shown ty the public records, NOTE: A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) WILL BE FURNISHED UPON REQUEST Rev. 07-01-21 FlrstAmerican lfde 267 FirstAmm can ride'" Privacy Notice Effective: October 1, 2019 Notice Last Updated: January 1, 2022 This Privacy Notice describes how First American Financial Corporation and its subsidiaries and affiliates (together referred to as "First American," "we," "us," or "our") collect, use, store, and share your information with the exception that a subsidiary or affiliate has their own privacy policy, that policy governs. This Privacy Notice applies to information we receive from you offline only, as well as from third parties, when you Interact with us and/or use and access our services and products ("Products"). 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Nothce of QiscIosUE@. To learn more about the categories of personal information we may have disclosed about California residents in the past 12 months, please see "How Do We Use Your Information" and "How Do We Share Your Information" in https://www.firstam.com/privacy-policy. © 2022 First American Financial Corporation and/or Its affiliates. All rights reserved. NYSE:FAF 10 PRIVAGY22 (12 7-21) Page 2 of 2 Privacy Notice (M2 Firs# AmerlCan Financial C4rporaUonk - � 1 Ensiilsl 269 47 699 0.07 Ac. 37 2W 12B N f lMM"CFORLOCjMOKPUR=OMLV 11%,11A J"ll==l'O , & 04 Or VIXORM RIM AWKWAN mm T44 E.$ E. COR. 'WSW Cop DLO 56 DLC 57 49-4 1000 3.11P40. ca 183 49-15 4 9 064 At 1200 13 Mij UDO n, >1 F-'f-'# 270 EXHIBIT 14 Kimlep0orn MEMORANDUM To: Mike Kuntz, P.E. County Engineer Jackson County, OR Matt Samitore Public Works Director Central Point, OR From: Devin Moore, P.E., PTOE, RSP2 Kimley-Horn Date: October 31, 2022 Subject: Trip Generation Analysis Proposed Warehouse — 3791 Table Rock Road Per the pre -application conference for this project, the design team was asked to provide the anticipated trip generation for the proposed 85,000 square -foot (SF) warehouse and the proposed lane configuration for the future west leg of Airport Road. As shown in the site plan included in Exhibit A, the project site is located at the northwest comer of Table Rock Road and Airport Road in city of Central Point, Oregon. The site is currently undeveloped. TRIP GENERATION Per client -provided trip generation estimates based on comparable facilities and anticipated operations, the proposed 85,000 SF warehouse is expected to generate 764 daily, 1 AM peak hour, and 35 PM peak hour trips (summarized in Table 1). The client provided trip generation table can be found in Exhibit B.The proposed tenant of this warehouse has shifted the start and end times of their employees and deliveries to be off the typical peak commute hours. As can be seen in Exhibit B, the property's peak hours are not expected to occur between the hours of 7-9 AM or 4-6 PM. Table 1— Proposed Trip Generation 271 Kimey)�-Horn INTERSECTION ANALYSIS Page 2 Traffic Counts Existing AM and PM peak hour turning movement data was field counted in 2022 on Tuesday, October 18, 2022 for the intersection of Table Rock Road and Airport Road. The count data sheets are provided in Exhibit C. Project Traffic The study area street network characteristics, including the existing traffic patterns, expected street network, and access to regional facilities were used to determine the distribution of site generated traffic. 35% of site generated traffic is expected to use Federal Way to access/exit the development while 65% of site generated traffic is expected to use Airport Road to access/exit the development. For inbound project traffic at the intersection of Table Rock Road and Airport Road it is anticipated that 15% would make a southbound right, 35% would travel westbound through, and 15% would turn northbound left. For outbound project traffic it is anticipated that 15% of would turn eastbound left, 35% would travel eastbound through, and 15% would turn eastbound right. Assignment of project traffic was obtained by the developed trip distribution to the estimated total traffic generation in Table 1, The 2022 existing plus traffic volumes were obtained by adding the 2022 existing traffic volumes to the assignment of project traffic. Analysis Methodology Although a level of service (LOS) analysis was not required by Jackson County or the City of Central Point an LOS analysis was performed to justify the proposed west leg lane configuration of the Table Rock Road and Airport Road intersection. An LOS intersection analysis was conducted for the 2022 existing plus project scenario to determine the necessary lane configuration for the west leg of the intersection of Table Rock Road and Airport Road due to the project traffic that is expected for the proposed warehousing development. Due to the anticipated AM peak hour traffic generation being one (1) trip and the counted existing AM peak hour volumes being generally lower than the existing PM traffic volumes, only the PM peak hour was analyzed. The expected assignment of project generated traffic was added to the 2022 existing traffic volumes to represent the estimated traffic conditions when the project was to be fully developed in 2022. Key Intersection Operational Analysis Calculations for the LOS at the study intersection are provided in Exhibit D. The 2022 existing plus project lane configuration and control is based upon the proposed lane configuration for the west leg of Airport Road (discussed separately in this memorandum). It should be noted that the cycle length and splits for the intersection of Table Rock Road and Airport Road were optimized using Synchro 11 when calculating the LOS. The results of the LOS Analysis are summarized in Table 2. klmley-horn.corn 1000 2"`' Avenue;, Su'te 3900, Seattle WA 98104 272 Kimley * Horn Page 3 Table 2 —Peak Hour LOS Analysis Results EiEI_�at�:�as11rt5aei I`.(i�1.F Table Rock Road and Airport V Road Signalized 16.5 (B) 'Note that AM scenedos are not analyzed fn flits report due- fa the fownurnberof kips expected to be generated in the AM peak hour. As shown in Table 2 the study intersection was calculated to operate at an acceptable LOS in the 2022 existing plus project scenario. PROPOSED LANE CONFIGURATION As the west leg of Airport Road is expected to be constructed at the time the proposed warehouse is to be constructed, different lane configurations were tested using Synchro I I to determine what lane configuration on the west leg resulted in acceptable LOS. it is recommended that the west tag be constructed with one eastbound shared rightlthroughtleft lane, with one westbound receiving lane. Additionally, it is recommended that the extension of Airport Road and Federal Way be constructed with one travel lane in each direction. Please contact me at 702-553-4869 or Devip.Mg2re kimle-horn.cor r should you have any questions regarding this analysis. Sincerely, ram,-..lir�.d ��r�•._ Devin Moore, P.E., PTOE, RSP2 Project Engineer Exhibit A — Site Plan Exhibit B — Client Provided Trip Generation Table Exhibit C — Traffic Counts Exhibit D — LOS Calculations 273 e� r Q ! r t � I VT1 fl 7 AAA 61 .I .10 y $o ; p ► f• f a it d. " Fn e — TADI*RUCIL p -•ten_. - Ty++r"-'�'� - qR ^ PROJECT .G.rls~�eAacy%—►im— or o MURPHY SITE PLAN T p G, °mour��--- —_ _—_- - 274 00:30 0LOU 01:30 01:10 02:30 03,00 03:30 05:30 0610D o630 07 00 07:30 03*0 00:30 09.100 V93D 10.100 10:30 I,Im 13:30 14:00 14:30 15:00 1530 16:00 16:30 17:00 1730 19A0 1090 19:00 19Li0 10#1 203D 21�o 2130 .0 2230 Exhibit B ® Client Provided Trip GE Our 0 T uS D 10 0 Gut D T4mi 0 _ to 0 out 0 1'ou1 0 In 0 Ore D TaW a I 0 I a a 0 0 46 a v 1 0 O q ? 0 1 0 O 0 0 0 0 0 Q 0 0 a 0 a D 0 0 0 0 ! 0 I 0 I D 1 0 0 0 o 0 0 a o 10.0 S 0 v n D O 0 0 0 O 6 ❑ 0 D O 0 o 0 0 0 a 0 0 Q 0 0 0 0 a 0 ! 0 ! 0 1 e 8 6 0 1 0 D 01 S q t 0 0 0 Q 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 I a ! 0 1 0 ! q 14 0 0 p 0 0 1 tl 0 0 0 1 0 0 1 1 0 0 a 0 n 0 0 0 a 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 ! Q 1 D 1 0 0 0 0 0 a 0 a A D 0 a 0 0 a 10 a D 4 0 a 10 A n 0 a D a 0 v 0 Y a 1 0 1 a 0 0 1 0 0 0 A 0 2 3 0 a 0 0 D 1 0 0 0 ] 1 0 0 0 33 All 31 5 0 0 0 10,5 0 39 40 3l 0 ' 0 0 P Q 0 0 20 $0 M 21 0 29 Se 29 17 0 0 0 45 4 0 0 0 0 0 0 45 14 10 D 0 0 0 A a• 0 0 D 0 0 A 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 11 0 q a 0 0 o 0 0 0 0 a 0 11 a 0 0 0 14 0 0 0 ❑ 0 n 0 0 0 .10 0 0 0 0 0 0 0 0 0 0 a Q 0 0 ❑ 0 S I 0 0 0 0 0 0 0 O 0 0 a D D a P V o 0 al 0 0 a I 0 0 0 l0 0� 0 0 la 0 0 A 1 0 0 O 9' D l 0 0 0 v 0 a 0 0 0 0 a B a v 0 I I I a 0 0 f 0 0 0 .1• D 0 0 0 0 0 0 v t 1 u 0 0 i 0 0 ! P 0 0 0 0 15 53 76 6 16 53 I6 0 4D 20 44 0 0 0 O I 41 I! G 0I 0 9 a D 14 0 7 O 0 14 2 a O 0 1 t 0 D m 1 0 0 S 0 D 0 a 2E 1 0 0 29 I 0 0 10 1 0 01 0 0 1 0 0 14 I P v 0 a0 0 t77 - 0 D m a 0 O 0 0 1 r 14 133 133 IE0 -- 133 133 ad �neration Table Yn and Tvpl 1r Ou1 Told 0 a P g7 0 0 a 0 Q 0 a 0 0 D 0 0 0 0 D q e 41 0 47 0 a 0 0 1 I 0 0 v a 0 v a v A 0 0 0 0 8 0 0 0 0 D 0 0 1 0 1 0 0 0 1 1 p a 11 0 0 0 0 14 a 0 a 0 0 0 0 0 4 1 0 1 0 0 0 0 1 3 a e 0 a a o 0 0 v a v o 0 D 0 0 a 10 0 10 0 0 0 40 0 40 0 0 0 49 30 70 0 0 a 31 50 99 a a A 5 29 34 a 0 0 2 11 19 0 0 0 0 0 0 a 0 0 0 46 46 0 0 0 14 0 14 ❑ 0 0 to 0 10 D a a 0 a o q 0 0 0 14 14 v o v 0 0 0 A a 0 0 a a :] 0 23 23 0 23 R 1r ]1 0 12 12 0 11 31 0 11 11 o a v p 0 Q 0 v a 0 10 10 u a Q 1 0 1 tl 0 0 0 9 17 v Q 0 40 16 51 p 0 0 29 53 92 0 0 0 45 26 71 0 0 v 10 29 39 0 p Q 2 2 4 Q 0 0 O 14 19 n a v 1 2 3 a m A o 1 1 0 D R D v a 1I 7i al 3!! s# 7E1 275 Exhibit C - Traffic Counts afNA, ALL iRJ. WMU WWMS (303) 216-2439 www.alitrafficclata.net Location: 1 TABLE ROCK RD & AIRPORT RD AM Date: Tuesday, October 18, 2022 Peak Hour. 07:30 AM - 08:30 AM Peak 15-Mlnutes: 07:45 AM - 08:00 AM Peak Hour - Motorized Vehicles (710) 403 D.92 397 (7291 rAaICROCd AO 0 `Z 1 1, lu`,17 Zai N IN 0.92 C ~ RIB 284 (4 (404) 9 }� r�seFoa,a<n � q (OZ W D,89 435 0151 Note: Total study counts contained in parentheses. Traffic Counts - Motorized Vehicles Peak Hour - Bicycles �0 0� 1 D zit v o a rt, 1 oJw G nxxU n 11 4w0 QA+�i Peak Hour - Pedestrians AIRPORT RD AIRPORT RD TABLE ROCK RD TABLE ROCK RD Interval Eastbound Westhound Northbound Soulhbound Rolling Pedestrian Crossings StartT'ane U-Turn Let Thru Right U-Turn Left Thru Right U-Tum Left Thar Right U•Turn tell Thru Right Total Hour West East South North 7:00 AM 0 0 0 0 0 9 0 8 0 0 53 21 0 17 40 1 149 917 0 0 0 0 7:15 AM 0 0 0 0 0 14 0 7 0 0 89 39 0 26 54 0 229 1.032 0 0 0 0 7:30 AM 0 0 0 t 0 11 1 19 0 0 61 38 0 26 78 0 265 1,041 0 0 0 0 MAU 0 0 0 0 3e 0 1 70 - 52 0 it 73 u tit utm 0 .0 0 8:00 AM 0 0 0 0 0 34 0 34 0 0 51 35 0 42 68 D 264 916 0 0 0 8,15 AM 0 0 0 0 0 17 0 29 D 1 78 28 0 32 53 0 238 0 0 0 0 8:30AM 0 0 0 0 0 15 0 20 0 1 60 Ig 0 28 59 0 202 0 0 0 0 8:45 AM 0 0 0 1 0 9 0 21 0 0 74 24 0 26 55 1 211 0 0 0 0 Count Total 0 0 0 2 0 130 2 173 0 3 556 256 0 228 480 2 1,832 0 0 0 C Peak hour 0 0 0 1 0 83 2 117 0 2 280 153 0 131 272 0 1,041 0 0 0 C 276 Cf 43 ,ui TPAMC GOA M"CEs (303) 216-2439 www.alitrafflcdata.net Location. 1 TABLE ROCK RD & AIRPORT RD PM Date: Tuesday, October 18, 2022 Peak Hour: 04:00 PM - 05:00 PM Peak 1.5_Mlnutes: 04:30 PM - 04:45 PM Peak Hour - Motorized Vehicles (1.371) 729 0,97 663 (1,261) tIAnii ni:.K H7 Al RKMr Rn d N P L (4) (742) 0 3 t-231r 367 2 4-0N 40-0 042 1 W a96 E t96 0,9 f a 7 t (�2noI v ro j g Nr'f'�irlril 'A33FeiCCKRq � S (1,300) 699 0-09 513 (975) Note: Total ehrdy counts contained in parentheses, Peak Hour - Bicycles 0-0 0-+ t u as i N4 LtL u 0 01w E 0-0 o 0-. OP r 0 p 0,h n t r ! 6 O P O Q 4-'le Oi--`► Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles AIRPORT RD AIRPORT RD TABLE ROCK RD TABLE ROCK RD Interval Eastbound Westbound Northbound Southbound Rolling Pedestrian Crossings — — — Start Time U-TurnL_eft T_hru Right U-Turn Left_ Thru Right U_Tum Left Thru bight U-Turn Left Thru Right Total Hour West East South North 4:00 PM 0 0 0- 0 0 46 0 53 0 2 111 23 0 65 131 0 421 1,633 0 2 0 0 4:15 PM 0 1 1 1 0 35 0 69 0 0 108 11 0 45 133 0 404 1,602 0 0 0 0 4.30 PM 0 0 1 0 0 38 D GO 0 125 10 0 49 138 0 430 lilt 0 0 '0 0 4A6 PM 0 0 0 0 0 37 0 49 0 0 87 27 0 38 MO 0 378 1,500 0 6 0 0 5:00 PM 0 1 0 0 0 34 0 70 0 0 102 18 0 38 127 0 390 1,460 1 0 1 0 5:15 PM 0 0 0 0 0 48 0 40 0 0 104 18 1 50 111 1 373 2 0 2 0 5:30 PM 0 0 0 0 0 40 0 55 0 0 94 16 0 39 115 0 359 1 0 0 0 5:45 PM 0 0 0 0 0 27 1 40 0 0 90 20 1 52 107 0 338 0 0 D 0 Count Total 0 2 2 1 0 305 1 436 0 2 821 152 2 366 1,002 1 3,093 a 2 3 0 Peak Hour 0 1 2 1 0 166 0 231 0 2 431 50 0 187 542 0 1,633 0 2 0 0 277 HCM 6th Signalized Intersection Summary 1: Table Rock Road & Airport Road ---4 --,, --* 'e- 4- t t 1*100 1 W �r1aU8rs�3�l1 l=W_ E13T El�i�.., �WL WWI- 4VUR I K 14} 1 NUR 4$[. 98 SBF'. Lane Conflgurallons Traffic Volume (vehlh) Future Volume (vehlh) - - T6 - 4 3 7 3 7 _ 3 3 T 156 156 a' f 9 9 231 231 �i 6 6 �''�► 431 431 80 80 187 187 �"� 542 542 4 4 Initial Q (Qb) veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00i Parking Bus, Adj 1,00 Work Zone On Approach Adj Sat Flow, vehWn 1870 Adj Flow Rate, vehlh 3 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, vehlh 161 Arrive On Green 0.33 Sat Flow, vehm 240 Grp Volurne(v), vehm 13 Grp Sat Flow(s),vehlhnn 1644 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.3 Prop In Lane 0.23 Lane Grp Cap(c), vehlh 624 V/C Ratio(X) 0.02 Avail Cap(c_a), vehlh 624 HCM Platoon Ratio 1.00 Upstream Filter(I) 1.00 Unfform Delay (d), siveh 12.3 Incr Delay (d2), shreh 0.1 Initial Q Delay(d3),slveh 0.0 %ile BackOfQ(50%),vehAn 0.1 Unsig. Movement Delay, slveh LnGrp Delay(d),s/veh 12.4 1 nG;o LOS _ f-- B --f- Approach Vol. vehlh Approach Delay, slveh Approach LOS E IIii1a, . Amil;!'!i pli- Phs Duration (G+Y+Rc), s 9.6 Change Period (Y+Rc), s 4.5 Max Green Setting (Gmax), s 5.0 Max Q Clear Time (g_c+11), s 5.9 Green Ext Time (p_c), s 0.0 { i i le. rseclion. Su rninWV HCM 6th CIO Delay HCM 6th LOS Existing Plus Project PM 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No No 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 7 3 164 9 243 6 464 84 197 571 4 0.96 0.95 0.95 0.95 0,95 0.95 0.95 0,95 0.95 0.95 0.95 2 2 2 2 2 2 2 2 2 2 2 338 126 573 28 524 467 990 182 477 1195 8 0.33 0.33 0,33 0.33 0.33 0.09 0.33 0.33 0,09 0.33 0.33 1024 379 1344 85 1585 1781 2_997 551 1781 3617 25 0 0 173 0 243^� 6 268 270 197 280 295 0 0 1429 0 1585 1781 1777 1771 1781 1177 1866 0.0 0.0 4.7 0.0 6.6 0.1 6.5 6.6 3.9 6.8 6.8 0.0 0.0 5.0 0.0 6.6 0.1 6.5 6.6 3.9 6.8 6.8 0.23 0.95 1.00 1.00 0.31 1.00 0,01 0 0 601 0 524 467 587 565 477 587 616 0,00 0.00 0.29 0.00 0.46 0.01 0,46 0,46 0.41 0,48 0.48 0 0 601 0 524 467 587 585 477 587 616 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0<00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 13.9 0.0 14.4 9.6 14.4 14.4 10.7 14.5 14.5 0.0 0.0 1.2 0.0 2.9 0.1 2.6 2.6 2,6 2.8 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 1.5 0.0 2.4 0.0 2.5 2.5 1.5 2.6 2.7 0.0 0.0 15, 1 0.0 17.4 9.6 16.9 17,0 13.4 17.3 17.2 A B A B A B B B B B _A 12.4 16.4 16.9 16.2 B B B B -F --�~�- 22.5 22.5 9.5 22,5 - 22.5 4.5 4.5 4.5 4.5 4.5 18.0 18.0 5.0 18.0 18.0 8.6 2.3 2.1 8.8 8.6 2.0 0.0 0.0 2.1 1.2 Synchro 11 Report Page 1 2 � 8 LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY, 2ND REVISED PRELIMINARY TITLE REPORT ORDER NO.: 7161-3998828, EFFECTIVE OCTOBER 5, 2022. REAL PROPERTY IN THE COUNTY OF JACKSON, STATE OF OREGON, DESCRIBED AS FOLLOWS: PARCEL 1: BEGINNING ATTHE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 56 IN TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE NORTH 899 53' WEST ALONG THE SOUTH BOUNDARY WEST ALONG THE SOUTH BOUNDARY OF SAID DONATION LAND CLAIM, 757.4 FEET; THENCE SOUTH 2O0.0 FEET; THENCE SOUTH 439 30' EAST, 470.0 FEET; EAST, 470.0 FEET; THENCE SOUTH 499 30' EAST, 264.4 FEET TO THE SOUTH LINE OF PROPERTY DESCRIBED IN CERTIFICATE TITLE NO. 1040; EAST, 264.4 FEET TO THE SOUTH LINE OF PROPERTY DESCRIBED IN CERTIFICATE TITLE NO. 1040; THENCE SOUTH 899 47' EAST, 598.2 FEET; THENCE NORTH 356.0 FEET; THENCE SOUTH 899 47' EAST, 252.2 FEET TO EAST, 598.2 FEET; THENCE NORTH 356.0 FEET; THENCE SOUTH 899 47' EAST, 252.2 FEET TO EAST, 252.2 FEET TO THE CENTERLINE OF TABLE ROCK MARKET ROAD; THENCE NORTH ALONG THE CENTERLINE OF SAID ROAD, 3S6.85 FEET TO THE NORTH BOUNDARY OF DONATION LAND CLAIM NO. 58; THENCE NORTH 892 53' WEST ALONG SAID NORTH WEST ALONG SAID NORTH BOUNDARY OF DONATION LAND CLAIM NO. 58, A DISTANCE OF 618.35 FEET TO THE POINT OF BEGINNING. PARCEL 2: COMMENCING AT THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 56, TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE SOUTH 899 50' 10" EAST ALONG THE NORTH LINE 10" EAST ALONG THE NORTH LINE EAST ALONG THE NORTH LINE OF DONATION LAND CLAIM NO. 58, SAID TOWNSHIP AND RANGE, 578.10 FEET; THENCE SOUTH 09 03' WEST, WEST, PARALLEL TO AND 10 FEET WEST OF THE WEST LINE OF TABLE ROCK ROAD, 356.81 FEET; THENCE NORTH 899 47' WEST, 212.50 FEET; THENCE SOUTH 09 03' WEST, 102.0 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE WEST, 102.0 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 09 03' WEST (RECORD SOUTH) 76.0 FEET TO THE SOUTHWEST CORNER OF TRACT DESCRIBED IN DOCUMENT NO. WEST (RECORD SOUTH) 76.0 FEET TO THE SOUTHWEST CORNER OF TRACT DESCRIBED IN DOCUMENT NO. 71-03949, OFFICIAL RECORDS, JACKSON COUNTY, OREGON; THENCE SOUTH 899 47' EAST, ALONG THE SOUTH LINE OF EAST, ALONG THE SOUTH LINE OF SAID TRACT, 212.50 FEET; THENCE NORTH 09 03' EAST (RECORD NORTH) 76.0 FEET; THENCE NORTH 899 47' WEST, EAST (RECORD NORTH) 76.0 FEET; THENCE NORTH 899 47' WEST, WEST, 212.50 FEET, TO THE TRUE POINT OF BEGINNING. PARCEL 3: COMMENCING ATTHE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 56 IN TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE SOUTH 899 50' 10" EAST ALONG THE NORTH 10" EAST ALONG THE NORTH EAST ALONG THE NORTH LINE OF DONATION LAND CLAIM NO. 58, SAID TOWNSHIP AND RANGE, 578.10 FEET; THENCE SOUTH 0203' WEST, WEST, PARALLEL TO AND 10 FEET WEST OF THE WEST LINE OF TABLE ROCK ROAD, 356.81 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 899 47' WEST, 212.50 FEET; THENCE SOUTH 09 03' 279 WEST 102.00 FEET; THENCE SOUTH WEST, 212.50 FEET; THENCE SOUTH 09 03' WEST 102.00 FEET, THENCE SOUTH WEST 102.00 FEET; THENCE SOUTH 892 47' EAST 212.S0 FEET TO THE WEST LINE OF TABLE ROCK ROAD; THENCE NORTH 09 03' EAST ALONG SAID WEST EAST 212.50 FEET TO THE WEST LINE OF TABLE ROCK ROAD; THENCE NORTH 09 03' EAST ALONG SAID WEST EAST ALONG SAID WEST LINE, 102.00 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL 3 PARCELS ALL THAT PORTION OF THE PROPERTY CONVEYED TO JACKSON COUNTY, A POLITICAL SUBDIVISION OF TH E STATE OF OREGON, RECORDED APRIL 06, 2017 AS DOCUMENT NO. 2017-011467. NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 1, 2008. .m MIMMK rm Perk Cr Caurry of Jackson. OR, Bureau of Laid Managament, Steve of Oragom, State of Oregon DOT, State of Oregon 281 372 W 12A600 372W 12A200 EISNER LLC GORDON MEDFORD LLC 3634TABLE ROCK RD ATTN MICHELE DAHLEN MEDFORD, OR 97504 277 STEWART RD SW PACIFIC, WA 98047 372W 12A501 372W 12B201 MEDFORD WAREHOUSE INVESTER LL LTM INC HALPERIN JARED/MERITAGE GROUP PO BOX 1145 66 FIELD POINT RD MEDFORD, OR 97501 GREENWICH, CT 66830 372W12B212 372W 126213 TOMCHI OREGON LLC COSTCO WHOLESALE CORPORATION WALLACE SJ CHING PROPERTY TAX DEPARTMENT 1287 6029 S RAINBOW BLVD 999 LAKE DR LAS VEGAS, NV 89118 ISSAQUAH, WA 98027 372 W 12B699 372W 12B700 CITY OF CENTRAL POINT ROGUE RIVER IRRIGATION DIST 0 CONNOR LAW 3139 MERRIMAN RD 670 G ST B CENTRAL POINT, OR 97502 JACKSONVILLE, OR 97530 372W1213900 372W12B901 TABLE ROCK BUSINESS PARK LLC SAVAGE JEAN TRUSTEE ET AL PO BOX 43 4279 TABLE ROCK RD MEDFORD, OR 97501 CENTRAL POINT, OR 97502 372 W 128903 372W 1251000 CENTRAL POINT CITY LANE KENNETH C/GERI L 140 S 3RD ST PO BOX 5137 CENTRAL POINT, OR 97502 CENTRAL POINT, OR 97502 372 W 1281200 372W 12B1300 SAVAGE JEAN TRUSTEE MP FORESTRY INC 4279 TABLE ROCK RD 2941 CRATER LAKE AVE CENTRAL POINT, OR 97502 MEDFORD, OR 97504 372 W 12A400 MEDFORD WAREHOUSE INVESTER LL HALPERIN JARED/MERITAGE GROUP 66 FIELD POINT RD GREENWICH, CT 66830 372W 128211 OREGON STATE ELKS ASSOCIATION STEVEN MALONE TRUSTEE 7741 GARDEN VALLEY RD ROSEBURG, OR 97471 372W12B600 CITY OF CENTRAL POINT FINANCE DIRECTOR 140 S THIRD ST CENTRAL POINT, OR 97502 372 W 126800 TABLE ROCK BUSINESS PARK LLC PO BOX 43 MEDFORD, OR 97501 372W 128902 TABLE ROCK BUSINESS PARK LLC PO BOX 43 MEDFORD, OR 97501 372W12B11D0 SAVAGE YANCY REV LIV TRUST ET 3634 TABLE ROCK RD MEDFORD, OR 97504 ATTACHMENT "C" Public Works Department CENTMatt Samitore, Director POINT PUBLIC WORKS STAFF REPORT November 21, 2022 AGENDA ITEM: Project Murphy Partition (PAR-22001) 2 Parcel Partition at 3791 Table Rock Road (37S 2W 12 B, Tax Lot 800, 900 & 902) Agent: Steve Backman Traffic: A Traffic Impact Analysis is not required for a partition. There is a separate application for Site Plan & Architectural Review (SPAR-22006) to construct an 87,750 square foot warehouse and ground distribution facility on Proposed Parcel I ("Land Development Application"). A specific traffic -related analysis has been completed for the Land Development Application. The results influence the required lane configuration at the intersection of Airport and Table Rock Road. ]existing Infrastructure: Water: There is an 8-inch water line in Federal way. Streets: Federal Way is a standard industrial street. Stormwater: There are existing storm facilities in Federal Way. Background: _ The land division application is a tentative partition to consolidate existing lots comprising the site and to partition the consolidated lot into two parcels. Issues: The main issue with the partition is the development and extension of Federal Way/Airport Drive. The applicant shall complete the extension to Table Rock Road, including a revised three -lane configuration to match the existing movements to the East of that intersection. The applicant will also be required to extend public infrastructure to service both parcels, including water and stormwater. Conditions of Approval: _ Prior to permit issuance and the start of construction activities on the site, the following conditions shall be satisfied: Federal Way/Airport Drive Extension. a. Cavil Ini rovernent Plan Review - The applicant shall submit civil improvement plans to Public Works for the extension of Federal Way to the existing intersection of Airport/Table Rock Road. The plans shall provide utilize the Industrial Street Standard (ST-40) and provide a three lane configuration at the Airport/Table Rocks intersection including a dedicated left turn lane to match existing improvements to the east. 140 South 31d Street Central Point, OR 97502 541.664.3321 Fax 541.664.6384 283 b. Jackson County Roads Permits. The applicant shall obtain all necessary permits from Jackson County Roads before construction of any road improvements. 2. Water Utility Extension - The applicant shall submit civil improvement plans to the Public Works Department to extend the existing 8-inch waterline in Federal Way to serve the proposed parcels. The water system will need to be looped as part of the Land Development Plan for Proposed Parcel 1. Stvrmwater Management. tem a. NFDFS Stvrmwater Manaent Plan - The applicant shall submit to Public Works for review and approval a stormwater management plan in accordance with the Rogue Valley Stormwater Quality Design Manual, which requires stormwater quantity and quality treatment of all proposed impervious surfaccs proposed as part of the partition. b. Civil Improvement Plan Reviernr The applicant shall submit civil improvement plans for stormwater infrastructure construction, including but not limited to storm drain lines, detention facilities and the proposed outfall on Proposed Parcel 2. c. Erosion and Sedimcnt Control — Construction of required improvements will disturb more than one acre. The applicant shall obtain an erosion and sediment control permit (NPDES 1200-C) from the Department of Environmental Quality (DEQ) and provide a copy to the Public Works Department. Prior to the Public Works Final Inspection and Final Plat, the applicant shall comply with the following conditions of approval; 1. improvement Completion - The applicant shall fully build all improvements associated with extending the street, waterlines and public stortnwater facilities and private utilities before the final plat is approved or must enter into a Development Agreement and Bond for the improvements in accordance with CPMC 16.12.070(A). 2. PW Standards and Specifications - Applicant shall demonstrate that all Public Works infrastructure construction is in compliance with the Standards Specifications and Uniform Details for Construction. 3. Stvrmwater Quality Operations & Maintenance--- The Applicant shall record an Operations and Maintenance Agreement for all new stormwater quality features and provide a copy of the Public Works Department's recorded document. 4. Public Utility Easements - The proposed partition plat shall include public utility easements paralleling the proposed Federal Way Airport Road extension. 284 99 iN JACKSON COUNTY Roads November 15, 2022 Attention: Stephanie Holtey City of Central Point Planning 140 South Third Street Central Point, OR 97502 Roads Engineering Chuck Ddanvier Construction Engineer 200 Antelope Road White City, OR 97503 Phone: (541) 774-6255 Fax: (541) 774-6295 tiel;�nxC.A!�s�kyoresEu�+:r jz4 www jacksoncounty org RE: Tentative Partition plan to consolidate three parcels and divide into two and Site Plan and Architectural Review to construct an 85,000-sf storage warehouse off Table Rock Road — a county -maintained road & Federal Way — a city -maintained road Planning File: PAR-22-001 & SPAR-22-006; 37-2W-12B Tax Lots 800, 900 & 902 Dear Stephanie: Thank you for the opportunity to comment on these two applications for Tentative Partition plan to consolidate the three parent project parcels and divide into two new lots. The land division includes extension of Federal Way to the Airport/Table Rock Road intersection and Site Plan and Architectural Review to construct as 85,000 square foot storage warehouse and ground distribution facility together with fleet parking and queuing areas, employee/visitor parking and site landscaping improvements. Project site is 17.87 acres and is adjacent to the intersection of Table Rock Road and un-constructed west leg of Airport Road, (37-2W-12B Tax Lots 800, 900 & 902). Jackson County Roads has the following comments: 1. We require that the applicant prepare a traffic study that addresses the design of the west leg of the intersection of Table Rock Road and Airport Road. The study should include lane configuration and signal phasing and recommend mitigation if necessary and be reviewed and approved by Jackson County Roads. 2. All road work required for the new intersection leg will require a Minor Road Improvement permit. Please contact Roads and Parks for a pre -engineering meeting. 3. We would like to be notified of future development proposals, as county permits may be required. 4. The radius for road intersection along a collector road shall be a thirty-foot radius. The road approach shall be perpendicular to Table Rock Road and aligned directly across from a road approach on the other side of the road if possible. 5. Direct driveway approaches off Table Rock Road are discouraged. If applicant proposes a Table Rock Road driveway, analysis of the proposed driveway shall be included in the TIS. Left turns to or from Table Rock Road will not be allowed. 285 November 15, 2022 Page 2 of 2 6. Roads requires the removal of any existing driveways not being used on Table Rock Road and replacing them with new curb, gutter and sidewalk. 7. ADA curb ramps must be located wherever there are curbs or other barriers to entry from a pedestrian walkway or sidewalk, including any intersection where it is legal for a pedestrian to cross the street, whether or not there is any designated crosswalk. 8. Jackson County Roads would like to review and comment on the hydraulic report including the calculations and drainage plan. Capacity improvements or on -site detention, if necessary, shall be installed at the expense of the applicant. Upon completion of the project, the developer's engineer shall certify that construction of the drainage system was constructed per plan and a copy of the certification shall be sent to Jackson County Roads. 9. Utility Permits are required from Roads for any utility work within the county road right- of-way. On longitudinal trenches within a travel lane 100' or greater in length, unless otherwise approved by the Engineer, the existing pavement shall be removed and replaced to full paving -machine width (normally 10'-12') for a travel lane restoration. Drag boxes or other pull -type asphalt spreaders will not be permitted for longitudinal trench pavement replacement. 10. Per Oregon Revised Statute 209.150, any survey monuments of record removed, disturbed or destroyed within the permit area must be referenced prior to construction and replaced after construction by a registered professional land surveyor. All costs associated with this surveying work are the responsibility of the permit holder. 11. Please note Table Rock Road is a County Urban Minor Arterial Road. The latest traffic count performed on the Airport Road to Biddle Road segment was done by the City of Medford in 2016 (Pre-Costco), with an Average Daily Traffic count of 11,500. A more recent count 750' north of Biddle Road was done on 6/16/2020 with an Average Daily Traffic count of 19,862. 12. We concur with any right-of-way dedicated. 13.Be Advised: other permits from local State or Federal Agencies' or Departments may be required prior to starting work. Sincerely, Chuck DeJanvier, PE Construction Engineer I.\Engineering\Development\Central Point\PAR-22.001 & SPAR-22-006\PAR-22-001 & SPAR-22.006.doc i� ROGUE VALLEY SEWER SERVI CES 00 CLEAN WATER - HEALTHY COMMUNITIES November 14, 2022 City of Central Point Planning Department 155 South Second Street Central Point, Oregon 97502 Re: SPAR 22006 & PAR-22001, 3791 Table Rock Road, Map 37 2w 12B, Tax Lot 800, 900 & 902 There is an existing 8 inch sewer north of the property on Federal Way and an existing 8 inch to the east along Table Rock Road. Sewer service for the proposed development can be had via a sewer main extension as generally shown on the submitted site plan. Rogue Valley Sewer Services requests that approval of this development be subject to the following conditions: 1. The applicant must submit sewer construction plans to RVSS for review and approval. 2. The applicant must submit architectural plumbing plans to RVSS for the calculation of SDC fees associated with sewer connection permits. 3. The applicant must obtain sewer connection permits from RVSS and pay all related fees. Feel free to call me if you have any questions. Sincerely, Nicholas R Bakke, PE 'District Engineer 111. (541) 664-6300 Ark VIP www.RVSS.US 138 W Vilas Rd, Central Point, OR 97502 V P.O. Box 3130, Central Point, OR 97502 0 287 ATTACHMENT "F" Stephanie Holte From: Douglas E. Burroughs <Douglas.Burroughs@cityofinedford.org> Sent: Monday, November 28, 2022 9:24 AM To: Stephanie Holtey Cc: Kelly A. Akin; Carla G. Paladino; Karl H. MacNair; Jodi K. Cope Subject: RE: Action Needed: Request for Agency Comments on Land Use Application Attachments: 11142022 Request for Agency Comments.pdf [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hi Stephanie, Here are our comments regarding the attached application; Clu ('ity of Mec}liirci recommend,;, that the city of Central Pkiint consider street light requirements on the project's Table Rock Road frontage. The City of Medford has required Major Arterial street lighting along the Table Rock Road frontage or projects north :uiii south or this project w'tthist till: City of Medford. Consistent levels of street lighting provide for driver. Ix:dcstrian, and bivycic: safety outside of daylight hours. 1'he City of Mcdfuird ltias no driveway or traffic isnpact comments. Thc applicant's traflto analysis shows 16 development trips will impact the inter,celion of Table Kock Road and Diddle Road in the PM peals hour, which is less than the code staodaixt 25 trips that is considered a substantial isnpact. No other City intersections are shown to be substantial ly impacted by tilt. developuiestl. The site's frontage is either under the jurisdiction of Jackson County or the City of Central Point. Please let me know if you have any questions. Thanks, Doug Burroughs I Development Services Manager City of Medford, Oregon I Public Works 200 S. Ivy St., Medford, OR 97501 Direct Ph: 541- 774-21 l01 Main I'll: 541-774-2100 Wcbsitc j Facebook I Twitter PAI-1:3 :PA +2 zzm w PLANNING CITY OF CENTRAL POINT, OREGON Item Summary Revised Staff Report Project Murphy Tentative Partition File No. PAR-22001 December 6, 2022 Consideration of a Tentative Partition application to consolidate three lots and divide them into two (2) parcels. The 17.57 acre site is located at 3791 Table Rock Road and is identified on the Jackson County Assessor's map as 37S 2W 12B, Tax Lots 800, 900 and 902. The project site is within the M-1, Industrial zone. Applicant/Agent: BH DevCo (Steve Backman); File No: PAR - 22001. Staff Source Stephanie Holtey, Planning Director Background The applicant proposes to consolidate three (3) existing lots into one and partition the consolidated lot into two (2) parcels (Attachment "A-Y). The land division includes extension of Federal Way, a Standard Local Street to the intersection with Table Rock and Airport Road (Attachment "A-5"). The proposal includes completing the intersection improvements. It's the applicant's intent to develop Proposed Parcel 1 with an 87,750 square foot warehouse and ground distribution facility (File No. SPAR-22006). Proposed Parcel 2 will be used for stormwater conveyance and will remain vacant at this time. The proposed use and parcel dimensions are consistent with the M-1 zone. Issues There are two (2) issues relative to this project: Intersection Configuration. The Federal Way extension to Table Rock/Airport Road requires configuration that addresses current and future traffic volumes. The east side of the Airport Road intersection provides a 3 lane configuration that includes a dedicated left turn lane. The tentative plan shows a two lane configuration. Comment: Per the Public Works Staff Report (Attachment "C"), the intersection will be required and the applicant has agreed to construct a 3 lane intersection configuration that matches improvements to the east. This accounts for increased traffic volumes due to the Costco development, as well as future volume associated with the proposed warehouse and ground distribution facility (SPAR-22006). Staff recommends the Planning Commission impose the Public Works conditions of approval set forth in the Public Works Staff Report dated November 21, 2022. 2. Adjacent Property Access. There are three (3) properties south of the project site that are developed with residential structures. At this time, all three properties take access from a private drive off Table Rock Road adjacent to the Table Rock/Airport Road intersection. Proximity of the private drive to the intersection is not consistent with access spacing standards on Arterial roadways in the County and City. Comment: The proposed Federal Way/Airport Road extension provides the opportunity relocate access for each of the properties. It will be necessary for the applicant to coordinate with the property owners and Public Works during the Civil Improvement plan review process for street construction to identify and construct new access driveways for each of the affected lots. 3. Improvement Construction Timing. The applicant's Findings (Attachment "B") state that they may request building permits prior to final plat approval due to use specific needs on Proposed Parcel 1. Comment: CPMC 16.12.070 allows for building permit issuance prior to final plat approval when the applicant enters into a development agreement with the City and bonds for the improvements. The objective of this standard is to provide flexibility to developers while providing assurance to the City and future property owners that all required services and utilities will be available to the site as required under state law. Staff recommends that the Planning Commission impose Public Works conditions of approval set forth in the Public Works Staff Report dated November 21, 2022. Findings of Fact & Conclusions of Lave The Tentative Partition at 3791 Table Rock Road has been evaluated against the applicable Partition Criteria set forth in CPMC16.10 and CPMC 16.36 and found to comply as conditioned and as evidenced in the annotated Applicant's Findings of Fact (Attachment "B"). The notations indicate that a new Traffic Memo was submitted on I140veriiber 21 2022 Attachment "H" and re 3aces the A licant's Exhibit 14. Additionallyall criteria conclusions and exhibits referencin the Site Plan and Architectural Review have either been crossed out or deleted to clarif the record and basis of the decision is for the Tentative Partition Plan.. Conditions of Approval 1. The applicant shall comply with the conditions of approval set forth in the following agency documents: a. Public Works Staff Report dated November 21, 2022 (Attachment "C"). b. Jackson County Roads Department letter dated November 15, 2022 (Attachment "D") c. Rogue Valley Sewer Services letter dated November 14, 2022 (Attachment "E"). 2. Prior to issuance of any building permits, the applicant shall submit the following documents to the Planning Department: A revised Tentative Plan showing the location of Public Utility Easements as required by Public Works; b. A copy of the recorded final plat or a fully executed development agreement and surety bond per CPMC 16.12.070. Timing of infrastructure improvements set forth in Condition 1 shall be addressed in the development agreement as necessary to receive final plat approval. 3. Prior to Public Works Final Inspection and Certificate of Occupancy, the Applicant shall satisfy all requirements of the development agreement and submit a copy of the recorded plat as required in CPMC 16.12. 4. The Tentative Plan shall expire after one (1) year in accordance with CPMC 16.10.080(A) unless a timely written request is received and an extension is granted pursuant to CPMC 16.100. Attachments Attachment "A-1" — Tentative Partition Plat Cover Sheet Attachment "A-2" — Existing Property Layout Attachment "A-3" — Tentative Partition Plan Attachment "A-4" — Proposed Property Layout Attachment "A-5" — Proposed Street Cross-section (Federal Way/Airport Road Extension) Attachment "B" — Annotated Applicant's Findings Attachment "C" — Public Works Department Staff Report, dated 11/21/2022 Attachment "D" — Jackson County Roads Letter dated 11/15/2022 Attachment "E" — Rogue Valley Sewer Services Letter dated 11/14/2022 Attachment "F" — City of Medford Email dated 11/28/2022 Attachment "G" - Resolution No. 898 (Draft to be provided at the 12/6/2022 meeting) Attachment °H" -- Trip Generation Analysis dat, 1 11/22/2r)J? Action Consider the proposed Tentative Partition Plan application and 1) approve; 2) approve with revisions; or 3) deny the application. Recommendation Approve the Tentative Partition Plan application for the Project Murphy at 3791 Table Rock Road per the Revised Staff Report dated Wit^ ;w=2-90ecember b, 2022 including all attachments thereto herein incorporated by reference. Recommended Motion I move to approve Resolution No 898 approving a lot consolidation and two (2) parcel Tentative Partition located at 3791 Table Rock Road (37S2W12B Tax Lots 800, 900 and 902) based on d December 6 2022. Comments summary on <Revised Findings (Attachment B).pdf> & Created on 12/5/2022 at 13:11:40 Page 1c 1 sle hanieh 1 1 '0612022 13:08:1 r ATTACHMENT "B" ATTACHMENT "B" 2 ste hanieh 12105Y2•.12213:08 20 1❑ ! Revised BEFORE THE PLANNING COMMISSION FOR THE CITY OF CENTRAL POINT JACKSON COUNTY, OREGON IN THE MATTER OF AN APPLICATION FOR A TENTATIVE PARTITION PLAN AND SITE PLAN AND ARCHITECTURAL REVIEW FOR A LIGHT INDUSTRIAL WAREHOUSE AND DISTRIBUTION FACILITY. THE SUBJECT PROPERTY IS LOCATED AT 3791 TABLE ROCK ROAD, WHICH IS ON THE WEST SIDE OF TABLE ROCK ROAD ACROSS FROM ITS INTERSECTION WITH AIRPORT ROAD. THE PROPERTY IS LOCATED IN THE CITY OF CENTRAL POINT AND IS MORE SPECIFICALLY IDENTIFIED AS TAX LOTS 800, 900, AND 902 IN TOWNSHIP 37 SOUTH, RANGE 2 WEST (WM), SECTION 12B. Applicant: BH DevCo, LLC Owner: Table Rock Business Park, LLC PROPOSED FINDINGS OF FACT AND CONCLUSIONS OF LAW NATURE OF THE APPLICATION Applicants/ Exhihil 2 Revised Applicant, BH DevCo, LLC (hereinafter Applicant), seeks approval of a Tentative Partition Plan that will consolidate three existing lots into one and partition the consolidated lots into two parcels, and Site Plan and Architectural Review for a new industrial warehouse and distribution facility of approximately 87,750 square feet, The proposed Tentative Plan will also include dedication of land for right-of-way to extend Airport Road to Federal Way, and the construction of the roadway therein as a Standard Local Street. The subject property is approximately 17.87 acres and is identified as Tax Lots 800, 900, and 902 on Jackson County Assessor's Map 37-2W-12B. Page 1 Notes nments summary on <Revised Findings (Attachment B).pdf> Ated on 12/512022 at 13:11:38 2 Findings of Fact and Conclusions of Law Ton alive Plan & Site Plan and Architectural Review Applicant: BH ❑evCo. LLC II EVIDENCE SUBMITTED WITH THE APPLICATIONS Applicant herewith submits the following evidence with its land use application: Exhibit 1. Completed Tentative Partition Plan and Site Plan & Architectural Review application forms Exhibit 2. Applicant's Proposed Findings of Fact and Conclusions of Law (this document) Exhibit 3. Applicant's Demonstration of Compliance with Applicable Development Standards Exhibit 4. Jackson County Assessor Plat Map 37-2W-12B Exhibit 5. Vicinity Map on Aerial Exhibit 6. Comprehensive Land Use Plan Map Exhibit 7. Zoning Map Exhibit 8. Hydrology Map Exhibit 9. Proposed Tentative Partition Plan Exhibit Fll.- Froispsed Si3z P1an•mtd }:tsnrlsexHan �{:� �i•Ec-Phen 4•h004—m —F f ndx ape -Plans �H..00-H*— hOOMIM.4 Flans p Exhibit 11. Exterior Elevations ! Exhibit 12. Parking Demand Analysis Memo Exhibit 13. Title Report f Exhibit 14. TrafficGcrteratioa Analysis Rdpfaced by the Revised Traft Memo dated f 1/21/2022 Page 2 Klntcc 1210512 22 12.0A 2 J Replaced by the Revised Traffic Memo I dated 11121/2022 I r Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11!37 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC RELEVANT SUBSTANTIVE APPROVAL CRITERIA The following are the relevant substantive criteria prerequisite to approving Tentative Plan and Site Plan and Architectural Review applications: CITY OF CENTRAL POINT SUBDIVISION ORDINANCE Tentative Plan Criteria 16.36 Major and Minor Land Partitions 16.36-030 Requirements A. All major and minor land partitions may, as a condition of approval, provide for improvements including curbs, gu0era asphalt street& sidewalks, underground utilities and such other improvements as shall be deemed appmpdate and necessary by the city council as a condition of approval, with all such improvements to meet the standards required for subdivisions under this title B In the case of mator partitions, all streets or roads shall be improved to meet the standards required for subdivisions under this ble and shall be dedicated to the city in the same manner as subdivision roads and streets C Partition impruvexneds shag be constructed prior to approval of the final partition plat unless, in the city's sole discretion, defer is slowed- In all rases of deferral, the applicant shall either execute an agreement for improvements and camptV welt the bond requirements of Section 16.12 070 and 16, 12.060 of this title, or shall execute a deeemed snporenwxA agreement, which shall be in a form and contain such terms as are specified by city and shag be nx=ded and be binding upon and run with the land and bind the applicant and all successors ire arleaesL GffY OF CENTRAL- POINT ZONING ORDWANCE SRe Plan and Architectural Revisw Criteria t7_72-SRsPMn surd Aoeheatipreltf Revievr %�ytPPinNrrigr. 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IF IS: Duwgn. and-f]evyfvpretxnt �-•19neerC� B--Ofyat 5erwtw Pa+tl.t7epsr!-gym W fashl.c Woha 67rpadmentSlandard-£peeifieatiartsert�Hnrlarm-Standard 8eiwby fix PubM :Yorks Cixstn.c+ . 6— AhW.y arc stel6crmcrd5ew_ 6grthnq faeiNhe9�e-auekr &standard-axle-pravlde-for-Ihe-reesarrebls-safety of Ilfer irnD and property. e%*jdnq- bW not ii"red le.3rlilehle gataa; 9eeeas roads and fire lane9so Thal e0 bmkltrtga on the prertiees are arxes9:b4e teiireapparatus: 0 Notes F Page 3 Pagel0 ,'- mments summary on <Revised Findings (Attachment B).pdf> iced on 12/5/2022 at 13:11:36 Page 4 Findings of Fact and conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC IV FINDINGS OF FACT The following facts are established and found to be true with respect to this matter: 1. Property Description and Lacation: The subject property contains approximately 17.87 acres (per survey) and consists of three tax lots within the corporate limits of the City of Central Point described in the Jackson County Assessmcm records as Township 37 South, Range 2 West, Section 12B, Tax Lots 800, 900, and 902. The subject property is vacant land located on the west side of Table Rock Road and nutAhwcst of its intersection with Airport Road. See, Applicant's Exhibits 4 and 5. 2. Ownership: The subject property is owned in fee simple by Table Rock Business Park, LLC. 3. Comprehensive Plan Map Designation: The subject property is classified as Light industrial (LI) on the City of Central Point Comprehensive Plan Land Use Map. See, Applicant's Exhibit 6, 4. Zoning. The subject property is zoned M-1 Industrial. See, Applicant's Exhibit 7. 5. Lot Legality: The parcel that is Tax Lot 800 was created March 19, 1946, by the Warranty Deed recorded at Vol. 284, Pg. 91. Tax I.nrs goo and 902 were created in their current configuration on Tune 13. 1974. when Tax Lat 902 was divided from Tax Lot 900 by the Warranty Deed recorded at O.R. 74.07H0. At the time or this conveyance in 19.74 the subject property was zoned County F-5 which required a minimum parcel size of 5 acres. While Jackson County h:ld not adopted procedural requirements for partiliom at that time, the conveyance did not meet the zoning standards for the F-5 district and therefore the ennveyarce can he considered an iticgal partition. That norcd, and while rccords indicate that no permits have been issued for Tax Lot 902. it cim also he argued that the 1974 split rCTax Lots 90o and 90z was authorized when the properties were annexed to the corporate limits of the City of Central Point and allowed to retrain as two separate parcels. 6. Existing Development: Over the past few years the subject property has been used for the staging of construction materials and gravel processing, but prior to this the site was vacant for 30+ years. 7. Existing Frontage and Access: Federal Way currently terminates near the northwest corner of the site and is where the subject properly has cxistmg sceuss. The subject pmperty is also bounded on the east by Table Rock Road; however, there are no points of access along Table Rock Road which is classified in the C.ity's Transportation System Plan ('I-sP) as a Principal Arterial sirect. Additionatly, the City of Central Point owns a parcel adjacent to tic subject property and Table Rock Road, where the Applicant proposes to construct a new City street 8. Project Summary: The proposed project includes an application far a tentative partition plan to consolidate the existing parcels that comprise the site and partition the properly into two new parcels, with resulting Parcel l being approximately 13.5 acres and developed Page 4 Comments summary on <Revised Findings (Attachment B).pdf> Crested on 12/5/2022 at 13:11:34 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC with the proposed warehouse use, while the westemmust resulting 2.78 acre Parcel 2 will be used for stormwarcr outfalI and otherwise remain vacant land at this time. The partition also tricludcs the dedication of land for the Federal way/Airport Road right-af-way extension, and the construction of said sired to Standard Local SIrcct specifications.t The project also includes an application for Site plan and Architectural Review of a new -47,750 square foot industrial warehouse and distribution facility. The proposed warehouse is a concrete tilt -up design that measures approximately 33 feet in height at the highest point oft he parapet. The warehouse will have its main entrance facing cast towards Table Rock Road, while the north clevation will have five steel roll -up doors that will provide for the loading of weight Onto.dclivcry vehicles. A future canopy will extend the full length of the north elevation to provide shelter from weather elements. The west elevation will contain 13 insulated sectional averhead doors with dock shelters to aernmodatc Ilse dclively and unloading of goods into the warehousc See. Applicant's exterior elevations and site plan at Exhibits 10 and 11. Parking for warehouse employees will be provided to the south and east of the building, while an area for company vehicle storage will contain 215 spaces on the northern half of the site. The company vehicles will travel in a clockwise din tion from IItts vehicle storage area to the north side or the warehouse where they will be loaded before leaving the site via Federal Way. LatadscapingwilI be provided Pound the perimcicral-dte site and within both the employee parking lots and the company vehicle storage area is shown on the Iandscape plans attached at Exhibit 10, and as farther described in Applicant's Exhibit 1 DcmQnstration ofCompliance with Applicable Development Standards. Development of the warehouse property will require the extension of Federal Way to the south and cast to connect with Airport Road and Table Rock Road near the southeast comer orthe subject property. The necessary land for this street will be dedicated to the City and the new Federal Way/Atrpnrl Road segments will be constructed to the Cily's Standard Local $erect specirtcations. 9. Land Uses on Abutting Properties and Surrounding Area: North: Federal Way is an improved Standard Local Street that currently terminates near the northwest comer of the subject property and the lands to the cast and west of Federal Way up to Hamrick Road arc coned M-I. Directly abutting the subject property between Federal Way and Table Rock Road there is a FedEx Ground distribution facility and it COMM warehouse store and gas station. on the west side of Federal Way are scveral small vacant parcels, an KPG Logistics facility, and Umpqua Daity Products. To the west orthese uses and northwest of the subject property is. an M-2 zoning district primarily occupied by Knife River Materials. East: The subject property is bounded on the east by Table Rock Road which is classified as a Principat Arterial street that Is under the iurisdictic n of Jackson County Roads. The property directly across Table Rock Road is located within the City of Medford corporate limits and is zoned Light Industrial and developed with a Columbia Distributing facility (beverage distributor): The same rm ulnng parcel configuration and nght•af way dedication could also be achieved through a property line adjusuncntond dedication by deed for the rlghl-af-way land. Page 5 LMM Notes Page 5 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:33 Page 6 Findings of Fact and Carfdualons of Law Tentative Plan & Sit9 ['flan Bred Architectural Review Applicant: BH DevCo, LLC West: The Bear Creek Greenway, a multi -use trail that stretches from Ashland through Central Point is located to the wesUsouthwest of the subject property. South: Lands south of the subject property are zoned M-I and developed with single- family residences. At the softtl1east corner of the subject property and abutting Table Rock Road is a 0.55 acre parcel zoned M-1 and occupied by AA Electric auto parts store. The City of Central Point owns a 0.28 acre parcel on the south side of the AA Electric property [hut will be used for the extension of Airport Road across Table Rock Road where it will connect to the Federal Way extension thatwill be part ofthe subject development project. 10. Topography: The subject property is relatively flaUtevel. 11. Water Facilities and Services: According to information provided by the City in a pre - application conference, there is a 12-inch waterline located in Federal Way that can and will be extended to the proposed warclmuse development. 12. Sanitary Sewer FncHities and Services: According to comments received from Rogue Valley Sewer Services (RVSS) in a prc-application conference, there is an existing 8-inch sewer line north ❑f the property in Federal Way from which service can be extended to the site. 13, Storm Drainage Facilities and Services: Stormwater detention facilities will be constructed as two dry ponds as shown on the Applicant's site plan at Exhibit 10. Stormwater outfall from these ponds will be directed to the vacant parcel that will be located on the west of Federal Way. Said detention facilities will be designed to accommodate all stormwater runoff from the warchcxase development. 14. Wetlands, Streams and Finodplain: There arc nc wetlands identified on local or national wettand inventories. As shown on She Applicant's site plan at Exhihit 10 and the Hydrology wisp at Exhibit 8, the H M A loodway from Bear Creek extends slightly into the west and southwest portions or the subject property. No structures will be located within the floodway or floodplain. 15. Transportation and Access: A. Access and Circulation: Access to the site will be from Federal Way and Airport Road, and there will be a total of five driveways along the property frontage as shown on the site plan at Applicant's Exhibit 10. B. Transportation Impacts from Proposed Development: Pursuant to pre -application conference comments and follow up communications between the Applicant, the City, and Jackson County Roads, a trip generation analysis was required to evaluate and determine the intersection configuration for Table Rock RoarVAirport Road. The analysis is attached at Applicant's Exhibit 14. The Applicant's traffic engineer calculated trip generation for the project. The Applicant's traffiie engineer also analyzed level of service (LOS) and Iane configurations at the intersection of Airport Road and Table Rack Road. The analysis shows acceptable levels of service at the studied intersection and recommends the proposed Jar configuration of one receiving lane, and one left -through -right eastbound approach. Page 6 A 1-1.. — Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:31 Findings of Fact and Conclusions of Law Tentative Plan 8 Site Plan and Architectural Review / Applicant; BH DevCo, LLC f 16. Fire and Police Protection: The subject property is located within and served by Fire District No, 3. Police service is provided by the City of Central Point Police Departm r./ V / CONCLUSIONS OF LAW / / The following conclusions of law and ultimate conclusions are reached under each of the rcievant suhslantive criteria which are recited verbatim and addrebscd below. The conclusions of law arc supported by the Applicant's evidentiary exhibits at Section ll - including Applicant's review of applicable development standards (I x6ibit 3) and the findings of fact as set forth in Section IV herein above. TENTATIVE PL9 CRITERIA Chapter 16.36 MAJOR AND MINOR LAND PARTITIONS 16.36.030 Requirements. / A WI major and mkwi tend panmons m1gy, as a 40rw'10en of approval, provide Iw Improwmtenls including curbs. gutlelx. Asphalt street&' sidereal;", undmyrour•p 101)`05 one such arhar tmpravemants an shall be deemed aW00810 arw Iwc&mdrybrY Oi� 04 aounrW as a =u14 W of approval. w1h so such rmprovernents to meet Iha stand" required for rm3 under It. ude Conclusions of Law:' The Planning Commission herewith incorporates and adopts the Demonstration orc' mpliance with applicable Development Standards in Applicant's Exhibit 3 and conclud" thereupon that the proposed ex=sion of Federal Way/Airport Road will create the rt;Eded improvements to serve the project. / to i3 of the essence for this project and Applicant proposes the following condition structure L�Ji respect to public improvement timing: • Prior tQ building permit for vertical construction, Appticant shall provide and the City shall n;view and tlpprOve the Fit blic Improvement Plans for the partition Wta-Gity-trill iroonlintde•eVricw-ancfapprnral�y-eacte�rrmk e�neies•kiice-A#eciferc�WaterEntnnrisxivn and-RYSS1. • Prior to building permit for vertical construction, Applicant may post a bond for the public improvements acceptable to the City based upon the approved Public improvement Plans • Prior to occupancy of [he building, the Applicant shali complete the Public Fillprovundnts in accordance with the approved Public Improvement Plans, have the improvements accepted by the applicable agencies, and dedicate the new right -of way per the tentative plat and record the final plat. 6 In Iha Case OFma* partAi0m. ell street% at roads SW by improved to meet the srandwde roqutred for srlbdmaierle under n+Is.uan anti shaft t>e dedi[atad re ore aY in Ihls Santo manlrer as subdivision roads and slfeels. Conclusions of Law: The Planning Commission concludes that the proposed major partition includes dedication of the necessary land For, and the construction of the extension of Federal Page 7 Notes Page 7 Conditions of approval set forth in the Revised Staff Report dated 12/6/2022 apply to the proposed land development. The applicant is responsible for coordinating the plan review, permitting and compliance with other agencies, such as RVSS and MWC. Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:30 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo. LLC WaylAirport Road to serve the project, and that these requirements will be met through the impositiult of conditions of approval. C P.Vtkn improvomonts Shall be oon5lox" lift to 9p;nVvB1 of inn al pardt !shall ian let unto . k epWemOnl For 6screluon, dnferrai Is &Unwed In all cases of deferral. nre appl impravampnts and comply will, aio bond tegwra'nenty rlf soction 16.12.Q10 end 18-1Z-080 of mie 1111e. OF Sha11 exacufe a date[rad Impmwpl(" adamant, whkh shau tie Ina form. and tAnlern such larms as are sped[red b1' ply and shall 1re recorded and be bndlny upon dnd nun will, the land End bind the apolicenl nttd au VI iMWI s rn IntweeL Conclusions of Law: The Planning Commission concludes that all required improvements will either be constructed prior to approval of the final plat or bonded for in accordance with these provisions and subject to a development agreement with the City, * * * * * * * * * * * * * * * Sat-pLAN &-ARGueTEGT11RAl RED tEW-RffEo'n Chopw 17.72 Siff pLM ANo ARCWTf6T41RA61tEV1EW 17.72.020 AVPne:ahtl1[y. N; Ainror Property: Fho ioYei�rn$arr'ti''iIRM p-fn dK DipP of-Ule 7n�plurFuadartlfileclurai'rerew Pr0[Rss vaxl er4 9n4jaM'id�'[pC$ P �' r e � sal hxUt'in Ghapfer I7.86;- Appscenom atr[I Types of Rcvl Ptdxdmes 4 New Cfln7trircl+on; fie�r4+'4Pry'r��tr`�� BhM a-.--la¢ledes-arteevlrWdr^4 eFMe?lY�g �°^ af-fire nddquareieet-rx-mere; 17-.-'InChldes-diaoorrs&ii�o['e i+y lo! d ien w'moteP+^t71pllce�: Concluslufia aFb liw:' Rtxnning�anuni licm e+��elfnk�thc�fol>oscrl buildinrr'is-new•ftnd ai appsvxitnnteFy$7��F1 ssynare Ere�sl tfserelas+?'rcctiuizcw sisepinn�lml•erelritrettintkevieiw 17.�2--SilePlen-eri�RrchilCCa�l ihrhw a742:040 Site plan and a b"*cw-W 5t*"dxa+ In conderanrFyaPP(crv"d-Wd'9"Y�9 NV Via OWIlndarZVWKfV4'ravler>r*PM%eadr.>,la'aPPrdving eolhority'1heo haS its deciii M9 Ci",in 00 10006V Sllydards' A ApplicatrbR SAe f/len.-tatrdl9F]ii�j= ir+d -_ 3 r4Rrda'9's 9@l tMi%I m•iiliHptar'+7�ir,'Dealgn and 1Jawelopn+antSlen W&' Eonclusion5 pIxifniirg-E.wnmissic n iterewit!> itKorkmrates snit adpp4s r*<ppiiennl's Fxit3biF3mtinnOW-0mpii: Twc'- i�ith:lppkseuble DeveiupmeniStunde[d� nnd bls red thcrenpam curlc4nsles the- ePFlkwiun+s-imeomplinnce�-seith-ttll'Appkimble-site pinit.- InsxisL�ipine .'nnd nrehitcstureF dest> nI tsndllWs-i[rEttafiitx • •Cky at Camdtal pawl 0aP6nmar*I FPubde Worn Dnpettmen!-SblMaid Sper.i[Weliprts'nM iSeafoim'Slardwd t7ainilfl for Pubf. Vkxka CorusrFdlwr Conclusion*- of. k,stw:•- Ftta airy a trchtckx' {htst lase pmiws el`P[dlrerivtli h�kneste�vn n c}ise>'!.'tC--pnrLtil...Ehat- ix•-ReiYky-ct'e9te[i• with moil kntblir irnplrrrerneitt,-n�'re34ftr±' -for-the developtsrent- ak[eady- in-plam--Nd-ilsl-tiny dtiililitrslik'new pithlirimprownsenlr. stteh its �1 V V LGJ Page S Page 8 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:28 Findings of Fact and Conclusions of Law Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC additional storm drainage foe littes,•ean-fcasihly-Mott-will be-LorMtvtled- ioaceordaneewif}r Iht Cen Intl PointIkTarutteni- of- Publiem.Work Stendmffd andSpeelfieationw-atni-the-Uttifonn Stantfurd.Delaiis-forPtthlic Work:oCanswdetqart. G. •AcceaWwilty a dvAncciencyol rnefrgrainq fperlibes to Duch 019landard ea io jkM,4d fo. EAe'eewnabr¢ Safely of Hie. limb and prop", includhtg: bul nor I Wel to. suitable poles, aeceae roads and fee lanes so [W oll haiWrysonihe pfffnna ereecaea9lble le rde-apperatua: Conefaslwvt of Low t—The Glycenclndcs 1W.ihe4esiga oftlle-pr**e preyidew-tot adequate lire access: Thy purposed warehouse bit ilding•has veltiel"sr{tang-and mafteuvcfing arras on all four•sides • front which-5rt•appafattts cart conduct ion Aretr_ Ming operations, and aamet in Wight; aerin! required-percwinrnenb-fewved-by the 4pplimt"r-a• pre -application ttonk4vnee-with Gly.sllW- Finakly: ail driveways anal vehicular -drive aisles esoe.!txl ?Q •fael-in width and ean-prtwirle for -Fire appomius-access, ti� Notes Page 9 Page 9 Comments summary on <Revised Findings (Attachment B).pdf> Page 10 Created on 12/512022 at 13:11:27 APPLICANT'S EXHIBIT 3 DEMONSTRATION OF COMPLIANCE WITH APPLICABLE DEVELOPMENT STANDARDS TITLE 1f 5S3BO:VISIONii CHAPTER 16.04 GENERAL PROVISIONS 16,04.010 Scope of rogulallonti. The prawsions Ot Ilxs idle ghat) apply to All subdivisions, partitions and planned unit developments, and all streets or other wa+r. treated itrererry. untess otherwise 5tiecl6r,011y provided. CHAPTER 16.20 STREETS AND OTHER WAYS — DESIGN STANDARDS 16.20-010 Cradan of Streets. A pt the city"sslffd by pplryprvhf#194Ye pia ks �5 Cade the EIS 9uba shag tie �w'nrks standards- dad alj condij'prtg eslabliS1� by 'he ry 9 The Ganstruom of street., AlAil include 6utgrad9. base, esphallle cam ante mr(AMIXl. to dis. Mutter& sdew 4"s. S:•xm dra .W, street "ps. %treat ligh1mg. aria undergtn rid ulllilim C. AX V�µy. axitidrty the mlkre nght-M•way necessary /a the nstottation 01 ate 4lems m Ijoned m the orxedmg pwaVw t. Shalt he dedicated to Me City Compliance with Standard%: The proposed projeclw ill ceSt in the ed tcon6ii ectiOn pla Of the o Purina segment of Federal Way/Airport Road- Sed. App prnP Exhibits 4 and 10, Tlie necessary right -Dr -way will he dedicated to the City by final plat MOtditig. The swcct and all appurtenant public facilities will be built to City local street specifications. Project complies 16.2o.8b1 Struts - (rrnrr-rllp. rha 1v03 . wWr grid gmclo ar streets stroll be i:ana+d Bred Iti thW MIM*n to =is" and �W.-d Snip** I` 4ar� n as aw" ,ewe to drainage alid the oparaLea a1 rho n' ter. Sawa, SYatemS. to pub6a ooriveS� afar appo J41! rpeabw 10 lire p,nposw %Ise of the land I Ire served by such streets Where Iluahoa is +iOt V' Wt n • d&yakeo mm plan the 3treri_Wm,nt M 51feats m n subdivlsinn sh A uilhar A Ptgnde kn the oorAhmallm or 70prapnale projecl1w 01 0A9lutg stnenjs in 1u,reundinq areas. tx a CoVorrn to itm plan (of the noxghbtlrhood approved or adopted by the city Io malt a par*c W 5 uw. - wivare tapographicat at Other nundldvns make canunuwwe or cahrormarlca 10 existlrp gtreelA itnpra--t1o11 CompliaaCe with Standards: The PrOPOSed toad Cxtenslon will connect Federal Way and Airport Road at Table hock Road and will ensure appropriate Circulation and connMtivity for the area. Project complies m20.130 Sidrxailu. tilev aoj,"be =kStr ed Inaccord ante wrth such StBlxiat0t as are adopted lift the oty. S�ia y inac ima be wmptetod on each uidnndt i hot prior le the any buMing'nPaCai granting a f erllaWlC O! apcupmtcy a^Y eOr#b D m itpgn rW kicreMu al lol. No application for a buiWing pomut shall be granled without a [e9u4emu0bul*R =.V, bon of Wew3tks to My's slandarda. Compliance with Standards: As shown On Applicant's proposed site plan at Exhibit 10, sidewalks are proposed to be constructed along both sides of the Federal WaylAirport Read extension and wilt be consistent with the City standards. Project COmPhes. a Page 1 I NVLGJ Comments summary on <Revised Findings (Attachment B).pdf> Graated on 12/5/2022 at 13:11:24 FAANT'S EXHIBIT 3 ration of Compliance with Applicable Development Standards plan3 Site Plan and Architectural Review BH Deven, LLC CHAPTER 16.24 BLOCKS AND LOTS — DESIGN STANDARDS 16.24.010 Blocks — Length, width and shape. The fongths, widths and shaper of blocks shall be deargned Ann due rognrd to providing adequate 6,4ddvtg ynes suitable to the special needs of Ihn typo and use Groternl'Wed, 1laeds for converuynl access. clrcuWaton, control and safaly a! 9bpet traffic and lirWWk ns and eppodonilies of topography_ Compliance with Standards: As demonstrated on Applicant's site plan at Exhibit 10, the proposed parcels are of an adequate size and will provide convenient access and circulation for an industrial warehouse use and the associated stormwater facilities. Project complies. 16.24.020 Blocks —Sizes. Hforhs shall nW exceed twelve hundred feel rn rength except Wocksarljacwl to wten&d streets or unless old previous adlacenl rb � ]faptt�l lxladl0ons WSlMjr a .aRatacn rho recommended miurowndis[anca batwoen Interned XtS on arterial 911eets f9 Ihree hundred feat Compliance WM Standards: The starting points of the Ccdctg! WaylAirpbn Rid extension are set by the existing streets that are being connected. The resulting block length between Federal Way and Table Rock Road (a Principal Arterial strt:etl will be approximaldly 1,DOD feet, NO new intersections are proposed or required along Table Rock Ruud, Projerci cumplies. 16.24.030 Blocks —Easements. A of ton Lines Ed th tic t for Tht. c liner dr other nw-city-owned P"Ac+Afibes may be fe4Wmd, and shall be a minimum of Inn feet m vmtth lac[llud m the extent/ portion of a sings pfop". Easwr a tr� for ratty trtjiLes (I a. watsr. Slafm drool and sanitary newer mains) shall of; u a nLInann d Vjeen feat to A drM located on the "Nu w pad tkrecuw+ polnls of easamams. oI a sru,Ile yreperty TIe•beck easements sex feet wide by [wearyLon feel br°9 shall be ��. d F;f uLyry pules along lot Ilnes al ehanga or 1 Structures Localed within a City Utility Easement_ a. Except for pinac ueliltes and far s" wharr dare kPod n a000rd&, wnh Chapter 15.24 ISign Cadet, no person ghaN locate. cons,nxt' or ron&gk he meat& a lieu=" ins ditbled w Chapter 16.0) vdthin a oily uritpy easement (as defined in Chapter 16.08), except as PtuvKWA s o,t„arm ; JAx1 jibe and (AX21 of this Section. b. Notwtihslanding Me foregoing. the any may appreve tonrpq� Qma ete bt ck wallsrfwcetg, retaining wails. and sbtnlar fencrngfwall stnrctixe3 That try ptherA0W in oV1qe%V" *,a, he bmidi rg cWt. And with the clearance provismi nor*) r,aree, (Prat an easement su6SeG w doe foapprrg requrrrments r Said fencing or 4-all Sbvcbxrea riraf Ind wrm the n37aawyen mtMmaname, ar,'t ess. of opetailan of it public uNIty or rJ1y utility may be reroc red by the vKV armidw or tha dry el the sae cos, of owner fi Any oiw,ar prepr�aoccupantc#`np`or relowtion o} the bmang or na7 st�xtum shad be at the &We coal of tho property lit. Owners and occupants of property shall not be aoudad to cernow'srtion for damages related to removal of lho fencing or wall structures. CompHaacewith Standards: Thenccessary ID -foot publiu utility easements can and will be prnvidcd along the north 11IM ug to Cast righl•of way line ofthe Federal Way extension and along the west right- of-way adjacent to Parcel 2. PUEs along the south right-of-way boundary will be provided by future development of pareclr+ to the south No structures arc proposed within any existing City utility easement areas. Project complies. 2 Grass, Asphalt, and Concrete Installed within a City Utility Easement a. Subject to the limitations of the building code, lawfuf owners and occupants of property may install grass, asphalt and concrete within a city ublrty eRsemanl i7v�3 Page 2 Notes Page 11 Comments summary on <Revised Findings (Attachment B).pdf> Created on 121512022 at 1311:22 Page 12 APPLICANT'S EXHIBIT 3 Demonstration of Cumpliance with Applicable Development Standards Tentalive pten &silo Plan and Architectural Review Applicant: BH DevCo, LLC b. In ata axaas of 1MVII lnq. aexeswng. MaintYlydng, or operal" lis tarJGHaa M a rJ ty g0tily easement- a public utility dr the aly. as are case may be, may rneva Or remora any asphalt rWon le, or vegetation located wtihin W14 RAW aspd oasomeni. halt cnncmis shall repel ed and replaced Iremoved reasonabllN n 0mill at the sde cmi Of thework. GGty or city n to grass, asphalt, c o co � ONas tha ps m anndd�"Os net as one am IQ illpa mausoonn4ble nnnher and 10 d in a Treasonable time Frame Compliance with Standards: The propwud project is likely to result in some grass, cancretc and/or aspbah being installed within City utility easements, and Applicant acknowledges the City's ability to install, access, maintain, and operate its utilities in accordance. with the provisions and limitations of this subsection. B watwWuses. Where a subdtrision 4$ traversed by a wtrYDICIANso, dtainega way chatnei er sueam, mere may to required a stomtwater easement of drainage righlbf-way db M.. Irg wbaLKAB9p wink the lines of such watercaurse, " such further wldlh as will be adeRaate her the Wrposas Sn"Als- parkways Of across makts parallel to major watercourses may be required Compliance with Standards: The subject property is proposed to be consolidated and partitioned into two parcels. There are no watercourses that traverse either of the proposed parcels. c pedeaoan Ways in any block war seven Aundred fifty halt in Wffv r S pedesmbn way may be mquwad. The rninifnurn wdth of the pWestnan right-of-way must be at teas] six reel n w plh vitw h tfkaft be hard wrfared thmugh the block and curb 10 curb Irk order to prevtde easy Nag to sehQOiS- Asfkr,shopolrqr 5- meCb tangpadatton slops or Other community san,,Ms. It condrean5 rerAom tlloft t xVw than in el twrdrdl teal, we pedestrian ways may tie retiumd for combination vedeslnan way and utility easement. ltrherr ev.&* rfor pull mnywtienc'e• wdl ways may be rdAuired to cohpect 10 cul-de-cacti. Lo1q blocks parapet t0 anariat sbents may be *Wwded wdl mi pedamnan w" d devrabla in the interests of traffic safety Compliance with Standards: The subject property is located within an indvsi ial zone in which a pedestrian way through the subject property to the existing development to the north (Costco and FedEx) and south (zoned NI -I, currently developed with residential) is unnecessary and impractical given the types of uses in the area. Sidewalks exist along Ta61c Rock Road. Hamrick Way, and Federal Way, and will be constructed along the subject property's frontage as part of the Federal Way/Airport Read extension. l'hcse sidewalks will provide adequate moans of pedestnan tr4vel. 16.24A,10 Lots - Uses. A The city m4, th in Its diwation. deny opptovw for e erosion alany lot by &-y n rr lho affect of such caotton of lot would be tp lgctlilg4o perpa1tWJgn OI a nonobntli mIMq us* S No lot chap be created unHt5s R ka in compliance with 0 4 P i-OwOrk$ Of the code Compliance with Standards: The subject property is proposed to be partitioned into two parcels, one of which wilt be dcvelopcd as industriai warehouse and distribution center, a use which is permitted within the underlying M-1 zoning district. The two proposed parcels am in compliance with nit applicable provisions vrthis code as outlined hereinundcr, with said findings s adopted as dwrionstrating complinnae with this standard. 16.24.050 Lots - size and determination. Lot svw shall conform with the [Ming ordinance and ah19ll, be appro "to for rile iwAtien of the wbdivisim and for the type ordereloprnent and use contemplated. In the cam of mavfar wts, the wontr shay ua measured along"front building line. In no case shall the average doplh be more Ihdn Iwo and One•half bMts the *Wh Gomer vAs for residential use shall have sufrrcient wull, ID permkl appmpdalo build" setbw it from and orientation to both sueeis. Page 3 ► wl A I —+— t- Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:19 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC A. In atlas that cannot be connected to SaWar ones, minimum lot rhos shall be sultrClant w paraHl.sewage dispoSel by an engmelred eysl" in accodarica with Depadnhenl of Envrmnmanlal Llualrty, Jackson County environmental qualily section. and pub*c woNs *Andarcl& Such lot 312cs Shalt mnfdrm to ft reWuira isms of Iho Jaelison County rnvannmanial qualay %Kum B Where proparry ei zoned and planned far business or indushfal use, other widths and areas may be required, at the dlattal[on of the sty Capin and width of prnWees iaserved or iaid out for commarNal and Indu abut purposas ab an be eddquato W pfowda }or dry off-street satvk r and parking locilitlas recluirad by ilia We of use and dlvalopmrenl contemptalnd Compliancc with Standards: The subject property is located within the M-I zoning district in which there are no site area requirements except as noct*sary io provide for required parking, leading, and yard spaces. As demonstrated on the Applicant's proposed tentative plan and site plan at Exhibits 9 and 10, the parcels are appropriate For the proposed industrial Warehouse use and development, and their depths are loss than two and one-halftimes the widths. Project complies. 16.24.060 Through lots. VVIk"lf IDIS %in ul be avaidad except xMarn easenllaf to reduce access to pnnrary or secondary arlenal streets or shaets of rgouvalanl Imffic vottme reduce acca_cs W adiocent nonresidential activities. or Io Overcame &peclflc disadvantages of lapegraphY and onentautxl A ptarik" scrmn easerneel alai ausl ten foot may be required uiong [tie line of lots abuttaxJ such adJaolnt slant Thom snap be nil 69hl of access afxasa such planllng srir.en nay emonls Compliance with Standards: No through lots are proposed. Access to both parcels will be from Federal Way/Airport Road. In the alternative, if the proposed pared I were to be considered a through lot, no vehicular access to Table Rock Road from the subject property is being proposed, 16-24.070 Lot s"Ide lures. The side lines of tilts Shaw nub a1 night angles to the street upon which the lots face, as far as practicable, or on curbed streets they shall be radii tasm cues tr. Cofipliance with Standards: As demonstrated on the Applicant's tentative plan at Exhibit 9, the Proposed lot side lines for each of the proposed parcels run at righl angles to the streets that each lot laces, those being Federal Way and Airport Road. Project complies. ar:xmxr�+*+x TITLE 17 ZONING CHAPTER 17.05 APPUCAT"S AND DEVELOPMENT PERMIT REVIEW PROCEDURES 17.05.900 Traffic knpact Anal,ysi3, The purpose of ENS CKDOr'f of dry ;ode IS in ASiuS4 fn determining which road eo[herrtles parOcipate in land Inn decsu s. aril to emplomen[ 3erbcvt 6W0124Y045t2Hei of the Slate Trarkspdn®lion Plarining Rule that "urn the city to adopt a pfmcm to apply QOMMeons to daw4openenl proposals M ardor to minoniaa Impacts and protect transpdrrarlwi facii tit 4 rhis Chaptof festRb4j0, 1ha Seandanls fa when a developmynl FXOI al anlSl be ravrewod roc potential trefrie impacts: whm a Irarfd: irnpa-I analysis nhu51. be suhmined wii}' a deYefopmont applicallon !fl onlrir re determine whethef eon udns are nomad W mill-tfe vnpoc4 j0 and pnNorr 4h ,portatiwh f9dillies. what mutt be In a traffic Impact analysis: tiled who Is rtuahfied to prepam the 5ywly. A Witten a Traffic [input Analysis is R"nid- The oty 1hali require a Imffir impact analypls (TIA) as pan of ark apocabon feu dtrvolopmeal, a dfynga in use, or a change ni access in the follrlwing sAaauoni; Page 4 Notes Page 13 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:15 Page 14 APPLICANT'S EXHIBIT 3 Domonstratton of Compliance with Applicable Development Standards Tentative plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC 2 If the application does not inaido residential development, a TIA shall be required when a land use apglicelion involves one or more of the following actions: / a A change in zoning or a plan amendment designation; / b Any proposed dm,elopmem or land use acuon that It toad authdnly. odudmg Ott city. ""-n Cminty Or ODO7 states may trove pperpllonal w safobyconcems atDng ISs ladlily(iea}: / c An increase in site traffic volume generation by two hundred fifty average daily trips (APIT) or more; d An increase in peak hour volume of a particular movement to and from the state In f(way by twenty percent or wrote: / o An Increase n usa at Aucent streets by vehigos exceeding twenty ihpusan� pounds gross ver'kJe Weight by ten vehicles or more per day; / f The io(Zion v4 the access dn,"n do" not meal minimum sight diWnre raquimmarlta. an deloanined by Ole city t,Weef or is 6 "10 vArote rrahidos ontt:nrtg OF leaving 1111W VopeRy an! realrletod, or Such vehicles queue or ",scalp oe in* stnto halhvrry, rrcaung a salety hazard in tbm d66cre60n of the community development director: or / g A Change n 4nbam2b ui0M patIM 5 Iba[, In the daclotion of tKra rammunhy devetopmoni dlrecror. may Cause safely prv56Fns such as bavtup only a street W greater pottnfal for traffic aceldsnia B Tratrrc Inryo[t Ana1y5 s pmoarauan A IFAMC WPOCA analy3ls �h�!% be prepared by a fre"ic "Moor or dull angkleer Ilt:ensed to ptg,,,W to tilt stain et Oregon with spopat Irainlltg and experlence in V31fle enginewuV. The TIA Owl be prgp�� in aocnrd-ai„ce. ri ijh fie ;,cost wotk5 deyartma' --s documoW entMed -Tralfle lovact ARalysm' If ad a ithonly n dre Oregon peg rwt .t ofTranapoda5on 7r--T1. Rauh ODOT's regional development review ptamar and OAR 734-051-1 B0. / f Compliance with Standards: Applicants traffic engineer has provided a traffic impact analysis consistent with City. TCquimmcnls and guidance from Jackson County Roads and City of Central Point Public Mob- See. Applicant's . ihi( 14. CHAPTER 17.44 N-1. IHDUSTRJAL DLSL:.1cT iT-�18:4261aarnrhtad essest The rr9es ar.4 Mar pcor�•rry-u7es era 0—mled •ur an M-5 ddulpl.-eubie�:l to rh6 ilrmlerions vr+posed ln$ertea+ 17.48.030 A. wfif h r l 8--Swreg�d�d .rr.elesan.y ni _••_•:-��±^ w peaterJcO ^+erchendrse. 11.48-030 Standards -for perrWoMd uses At,,,,.. Mit.4W, diseict ohs* be -d j- to dx lotowing "editions and Ifsndards: A A]; row matenei9 ++rrNr4d dre4' mad—eA• and equipment. weh the OxCeplien 01-mdomobile` and euou fronnaay used n+ , b,Weas. ~-be. Sired wot%n ern enh rely erra$owd tavildiM Or Srghr.iN.Gruring. norms=reed fence not bd" Gran,m4eL ir,n& rn. g. ..� {go,py snau be a. L,Moky ++eh all apphi Alble state and iodernl anwrAllmenlar: healG+ and 9a"rly lagV : G In arry M•1 (1&41. dvC[dy wrote a slw.`er- born any fesidenhel ray di9ltidl: oil ovkln4r peMirp; taadirry or day ore e5 dhae bassi t4pen 31 rtom !aR fem atom ate public ngM pl-Yeas and kris selbedt area shall bep4@nW wail reel: appr oordta itr the. K-000&-od. yruund tree un 0aw landlPePm9 materials trot -ore eanSW I rA "lm.l i#wseneral and iarMx P 4 01 rho- Area. Or hat xnf e9» a W dscape theme for Witt develoftman in the G mil r hen7"Yt IrtBn ae @ rr�rjr artehei' requren±en[ all also apply 10 1�l6t5*xr"on mry 5uealdesegn9red . ['onlpEinnce nil" Stand r—T-lw plRPt�'� use I;D-fire-mbjeel,pr�perry is-lt tvasehntlee and ditifribtttion lilclltN; witleh Ira pcyrRittecktlse Ih thrkl-I [QRltt dlstrlcr A}! rrtR1e114t1s Rntl prot4!lels FMM Page 5 / l aba "ante" t2f0 22 12:V 00 A revised Traffic Study was submitted on 11/22/2022 and replaces Exhibit 14. Comments summary on <Revised Findings (Attachment B),pdf> Created on 12642022 at 13:11:13 APPLICANT'S EXHIBIT 3 itlomanstrattnn Of Compliance with Applicable Development Standards Tentative Plan A Sit* Plan and Architectural Review Applirlml: BH DevCo, LLC witk the exccpuun of uulrnsii+bikn Anti 1rudk9 assveialtti whir the -us wi!! t>e ste+red-indnarr: 1'11e fi10di+y tvili �rJ)Nln lt,& ill acivtmdranee-with all npplietttfk state alnl-feti�ral ertvironnxtttal: ht�llrh and se}v+p regukntivns: and lht�r ate t:trresidemiaitlixleic�a k rete tl atijarrin to tiirstsbmnTttlropeny:a1th and can-anti � ', ri-e ply- 4FA6-:060-Hetght-regu Falior, "arirmxn helghl WIRny building or sVOClumIn art•Al-1 deKmt�hel-bes +ykN- Cvnlpliance-with-6tnnda W-TFfte prr>poser} warehatrse•huiidipg {}-be nppro tirnatel3r33-feet-in h6ght-rat Iheltigitell-paint of, tllebuildine-parblw.-Project eontp6ft, 17.48 060 Site area requirements. There areng minimum site area requirements in the M-1 district, except as necessary to provide forrequired parking, loading and yt*d splices. Compliance with Standards: As demonstrated on the Applicant's site plan at Exhibit 10, the subject property has adequate space to provide for the required parking, loading and yard spaces. Project complies. 47,4& 070-Yardrtequirements The -rellowing -measurements indiealeininprxsm ynrdregniramentsm-artBrf-Fdfsir� A Fmnl Yard. Thetrgnl yeed Shall be n nieimiem of twenty tees IA40 s S&efim 4g. yt B. Side Verd. The sWe, ywcr shall bra ammrna,vf ten feat except when the sWe jpt.iry.g (R) disW and Vita 0wt skde yard shalt ha a mini um Of resew feet abuelig a %t m �denti*I ieel which the htrarting h"M exceeds-twmly fin! Y and x»I he wwoeasldbYgr F[a0t #,eath.feetby G- Rear Yard: -The rear -yard shall- be-s- mrmnwm of Ien leel ercem *heft the K hlW& i*-;tputhg a hot i anyrimrderNal 101 diatrici wo 0+en the mer yard snail ttra minimum el hveery leel-BM aheM he whtch•n+e b-.-seased h1'+�"e m'[ ►*eFkvb*r}r feord budding hMgM.ftXceede. Twenty reel. y B-Lot 0 vefege Jo-requimmerrls Eompifance with -SIR Wards— A2l-showa an Iht rF,pplicytnFx sirrpfuardl r xhibi�lO: the=f'rortt-=al't}z< prflpusc*ti warehuust brailclinQ will bescll+ttak xpprtmi1nftW1Y-240 fec4-frorrrlhe-TftNe-Rock-Nfst+-rigehl- at=waY-lht%- and appmxirnatciy the-saute-disfanct-Fmin iht lvest prgprrty...En�mt)Ftyy�.arxtl i}tnrcFere exr c<clg Iwsh thzntininhlm front-end-rear-yard•requirerrtertts From t{t+zintreorsick*y property -line _line wall be sethack apprtrximnaclY ✓ feet bst�ftarrrthrst" tlkk-yard•pmPeoy•{ine ksouHrj-+he buildieg wi{! be-selhat:k-apprty+t IMIOlY-40-feet RntE-thus••the-proleet rerntpla wilh-nil- ftiininm:n yard-req:rirements•for+he-A'f-i-riis+ricl- 41'48..000-Sign� fitgnswllhin-tke-tvl-9-dishiet-shalFbeJVmited-Fa-the-ra0e»i rag: ir!-+: Perm ed."m-shall eelwain,01 mqr@ than rare hundn4d square lees of uirtace aria on Imyaaee snl0. tx M aggl@gele dfiwehueidroed trmrnee fear of etaFltcaon Q Sides•whioh caw Ik u6lix+_d [or r+" 1" pes n �ktghte�signs-she! l--be-indVreetfq-iH umineFed-a nd�an0esh wg; P�tie1y •rrWear 9KWWOlk wahen or IXh9e W 9MF-0f-w*�y- required seMb ck areas Mevrded 4bnes na+> eM+Ma ar +,erhanq nny + •Sigma IOcatud wHAin v69e}t}Nearam;e-arena ar i0l"Vect"s of st"a s She{i eAWNm Wes.._ .aniFS4• FSo. Page 6 Notes 15 Comments summary on <Revised Findings (Attachment B).pdf> Page 16 Created on 12/512022 at 13:11:10 l APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Duvulopfrlent standards Tentative Phan S Site Plan and Mchitactural RO' Applicant: BH DevCo, LLC _ B. S,g,, adYer430rHj We-prppelrlrlor'fent- or'tdr 11OW 41811 not rrxcaad fear squdfa tees d area tan my bne-alde and a" dudrsign thrill bt.pagrnNted'laf-each sirylet franl"e. .Slgns•ifl IttrM•,djWLt-9%rA bepefmitted and designed tmwfdinp to pmvision7 of Ghapter 15.2i. Cr Gomp4ikxnee with 6tandards: NpsigrlRge is propuScit�+ pan •tat�lha subleet appkieatinr>K:—e4ppiiettn! acknuwlydges-th�e-sit3rrslantianls and�it?'ixrert�snt� penttits-l'ar signtt�e will -he obtttktt�rF-€7nm-tlte [=It'y-when ne�wsiglrsstreplvptr?�d: f7:�8-89� OH-sSfeO!-Parkmfr m end-lobdin9 i8e,7iI1M-akfeglpred by GI+nPIe* If-&i: aseeP! Yh+sn PJI uses m•M+a.g dlslfidrshon Pgari, a dr-Slec vi P*o 9 n oim *q am": Iocabl4wi4htn n�special diatncE�oryararad to prtavida [:nn+ptinttee witlt 6t>rminrds�—Elie pet>pxerl •uye n� ets the regtrireck uPFtt9eei pur�tinantk •luadil► FBettit}• Mititrenlellf!i"outlingA-Ilemiwbelttw. GHAP-FER-47-64OFF-SFRC-ET 1'ARK4NG-ANDAkGAD@1G 97-.64:93V-6H-sEree! leading: a%erCd la {bfeClduntt a! .+�lesm91?m hoar A In e1I 4t9 Mt6-tor eOl tine forWNel' a huildingis lobe arcdted argue w►+citr "0 ftieeVra Pocn+pF eFdesinhu4on asren to equN Uta rninirrHral ifeaFB/ fequrfetl to 9FWMIa Wed" spacrt fR l 6VAWnCC M. nbaWI 6 or Rwehand+se by lnstt'of-s"W-rchwie, th rm 5116 4e-Arorrded oa-311e"et WORtIi with tho gwKisrds sd-fowt in -Table- i 7.04:01, C91Stre0t toadiflg fto4uue+nt*rts 4➢�cl%Fl �t •] <, ST3£`i'n��IYG� offS—,t toadh,9�n Re4u¢me 6s4s��ewdall W Fo taecfacesF viAabeeumeeri 1 6. AtoadtrtgberVt shall not be less llan tar, leetwndr-I IFI`F'fivtl lae4fel1911d"'M ttlei[ 1tae�fss�ce etixratrs teat kV+tera tnr vehrla5 gencraPyused fix loading end unkttr<tvly axcrrrl deo �arl'ytad ^h'%* WMW ftfkh W G V Wadrlg apace teas been pvv�ded Ht rpnnectrvn with Ilrr,A" ws,Q, edfed.to rnavn" me- totataadrng space SKM flat he eknnnated it alifmnalion would teMAt n less spew Vtelrto f gL4rWie dntr aactb-'mutt d+ernseda of Ifre ux- b o f•slrPM pfrrkify afeet Used to IUN1 the rvpu*%fPWh pl Oita IldB sttetd not br eaurtad as fwp kwad 10406m9 end thetl net be usrHt Air toadirty Wkd %M6W ing operetiolrs. WMM Akern pftv*t d -to 4WT W14n r W "rCr.:4 to mrut parking -needs,. E In nome sliHll any pwtilm at-e'Stferltor aMy be ceunled sis a sleet of theeegWtIvW a "peclo, eMleueh spaces shall be designed emk IonakW ea.to.avM undue tr%Werenee+w>h ittcpldllx Guntpfistnecwith -Standards:-7he pro"Sed ineittsHinl ardhwl t rWbe Wale&within a rrety $iti;d rig of rtpprertitenllcly$5r] dgt:nr (eat that mquilesyt sninrtnum v!' irEaruiin inerlhs per -Table 37,A4;G1•: As•tlepieied•on•khe-Appliennt4sitepka"t•-EmSibiH0-.NieM-txe?5kx+die►gbrrFlx�4ncattz sr tlte•twat-etas nt�t}ta•tvarehrtttSe; wktle4t•cxeeceb tkl^minimuln•regttiretueeet-Fwjce> rimrPlics, Page 7 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:7 APPLICANT'S EXHIBIT 3 Demon a irallon of Compliance with Applicable Development Standards Tentalivo Plan & &to Plan and Architectural Review Appflcant- 8111 DtrvCo. LLC 1-7,64040-Off-street parking-requiremerMs�, A71 uses shay corrlply walk the rwmheroFok-strcr.4 perlgng requlremenMldenlifiedin Tahb 17-64.0�A: RealdratnuaF Otf.Sfreef Parking Regwrerrtents. find Takla 17:94.028. Hon- teskk4 tW OffSaeolPtrrVlmg Regtliremanhs. For r"kMA lrn offr aF tIhr adI-elrec!•perkirrp reglnrernents are Ytatedprelse n•Sertt�of ltly minimum ongyecf parking required: Fet rwn-rasldenlioF sea: the FWmb'r o parklneatperkin ont7 erem TsbMed M lenm of both minimum and MWkM n-off stroett Rarkrtg-refit ked. The - member detH-sireyt pwking spores In Tepie l7-6i 028: Non•Ffrsrdontlgl O"treet Forki will)ng, may He raduceed art necordencc ?Gt18Bl,•Irpn Fad Iles ser7tion. Adjrrstrr,,enlsdn Here•Rel7KlaMhnl Off,Sure! Vehicto f'arklnQ The regvlremeM for any use trot spec rrrs lay listed - M ppoclermined by rheoornmtlnity tfavcbpmerH detector Op -Ike bests eisla*h en and fps ail e r waft e M ee rfre piS of evidenm ar actual demand orealed by a mllnr uses to Ihemty and NsnwherR: end such alter lrorfioerrr�arreererrq w #w,w deice as Rely be available ems WooFxmlta to the esleWishmanl of atAlFllmtlmfe�tllfement- 7_t3CE .. "9 B—•AdjusEmulfh kl Nlxt•ResMenlgf Of-&ree We'h"le fVrytRestdential Oq•SrraeFPy PskiwQ`The 09-a041MPB+'nrn-eM5-in-Tehl�}Y:E4:42A: disFrrel-a�fo8ows: ��"-n+aYberrixed, ar irttveesed in srvy cornrnerrtial{E}or.rtdtrsbfel{Mf S. RaducLans.-The rnoarr lr.r dt-xeee per>dnq raqur r> y b�retkeecd h!' no rude Iharr by my vemc nl 2 Inuesaax- MThe oT sseet Va" mM 1%01r.erds er�y 6e a� xd based on perking demand ann ys s preparetl by Ike agAh 'q-es pert rot dre 7ele plan. and ardrieeexei review woc�Thr:-parkktg. derma al anti[ysL7-shall domomllaEe end deCu"%&.gs y,,gp�4e,"MOVAd Cr+mltlialtr�+rith tarldtrrds: -The {xopetxd walrh4tru tts� tiviEF-cseeupy rr new--baildntg of cTpprorimately 7:756�t{tlarrWel, whick-wixtil&requirt-{iS-imrkiTr4-spaces-underIITe grtxffiloar•area altemefive in Ta61e {•7 :pxg fnrtflcwarehuusc tes� The propoft4 use n6o inel:tdd�-dtslribtrtimT: ar+tF therefura. mc{uifrs additional-pttrlting lcrrthe distrekwtsc�maspect nF=the ttst �t hielris Rat act uunted •Far in I}teC�ey'rp#�treeE parking raTiotshlesr The proposedsitrplur�pr+� ricks I-7fRempkgee-t=setn she ntrtlt Rrn1 cwYl of thetrf 31ie +wrrwhouwand ftmtihfnd-itrthrZntrkingelemanEtirtetrnref ApplictlnF Exhibit F? f3:�F7Ei prelpused s{ntcas-is•a•retrsnlmble-nuntber Vive n the fnet404he-warchotKt!-Uw-alsoTrlehrdes- the- dWribution-Of prodtlets-onerlhcy..are-received at-Ihr Wit rehouse- alW-to-01tvw•F'urseaYonal [iimtretiorlyin-neeileld enTplayees C: Accessi}1de Plydwte Rygtpne,ete:tu: Harare Da" a .Wvi _aor y too Eulldmg. accedatbfe cppatltirg BhaY be 1lydvrded, n4luclod. slripeo: Signed ertd ma.M�ned-,,s raprired br ORS 44F M. anti--Sw�lknt-l-[06-afitttrlete Oregon Suuofural speaslity C^ie as see bre.m adea.sn�m: is Thee mrnintean nermber Dl p[cesglMe porkxg 5paaes Steµ by goridcW far a6 uses-yl acr.ord0rga.tyilrl- Qegorr SfrKlumi ats-Manderda to Spcea]ty Code : feiMrmunfJ"niwrd Amosybk itarkirV SpocoaAceesSible}parilingspa�s shop be —ted toward mee"df-sheet OrW^B nsglsrvmenls n Tehltl7 f 7 64.02A and-17:S4:02a• ReAdeMmi and -Non. M Page 8 Notes Page 17 Page 18 Comments summary on <Revised Findings (Attachment B).pdf> Created on 1215/2022 at 13:115 A PPL (GAN•f'S EM13)'t 9 Demonstration of Compliance with Applicable Development Standards Tentative Ptan & Slte Plan and Architectural Review Applicant: BH DevCo. LLC Refrdentitll 0MI( el Parking Requiremehrt.-The aeceaskbte porkiN-rcgUtomenl5 are mirkrnlnn regtsMar7lprda end are nD"ubjeorto tedlpedns Per SubSOctiOn'(By 11 of 0" aecben: Comp}ienee-with-Stunttarde:--rlssWwn-otrfhe-Aprlicanl•'s-3ite-Pitt i at•Exhibit•{d-titers are- sire aee�•x�ihir par�eirr� spaces- pnwi&4-nt-the•esst trFthe new wafehousia-btiiMing +rhieh meets the rninitnum-number-uf-sprxws-fegttired ender-OR-S-4+7- 334OTL-pnt'king-letv-with I�l�o 2Ud paskzrw slxtt**.A11-neccessih1e pnrkitt�spa cs can and wik# he cretrstrttetecl�tripocl signed nn�ntaintained :x+ feguired herein:- Project�nrnptie F V: tiinyeNr Parkntie}: Stryrlr lrarkiny � be }xo`sded in-ouaw`.rr.-"e wrih in6ia 17,84w,Hk'/oltP�rkin9Rdk dremards yt ma u� --ice aayu�.ee L - C-elnpkinnr.�e�with'Sturxderels: -the ps'nposc�wnre�'itouxe-Ytr'sitl+ng-iswpl�a�tsntetely-B�SFSwilrrxr�feel and thus rctSuises�7 hr<we1� pt31 king�ptlt untter �leb3e i 7:Frf fad —A9 slto�vrrvn •Ihe Ap�rlie:lr:t s siht pinn !3I• lsxh'tbh l4 tPle requitedgrieyt�ir paek�n$ ifprupasett Ail, fx'evideti-near till -mein •ertkrnntSR [kt I}»�yt elevnFinn Nejeel mnpli- EHAPTER 17-72SrrE PLAN -A tG AACME-G 171E AL REVIEW 47 7-z 94a-Site-pran-and archit ichursatarednd- In appronag: card-iilenaiy app u" ardenyrrg erg Site Pon and arena "M wat rowow corAoatkxr. 11W An".1-9 anihnny shall base ors docivon on com Aenrmwdh era to—9--daderda q-- _Applicabky'Jets plan. 1and$taPM_ •aid mtl�clurd Cew, aearaerda es -set forth in Et�HPter t7.75. ilooiryn end l)e5,greprncnt Srar lards tJ—$ky of Ge *nl popnl 0eper"W,j M P1,b§Q Y.u• rt9 r�-S�rtrner•r$U d SpeClhnetirmf and LYnrk7rm Steurdsrd Details [m r§ltltp W0k5 consilm6on: G:�4oCCgg Mllly PnJ'SvlFnen01 Cr % Irri 6n3 10 %eg,'3 sumderd.as to'pmvlde let the nraAMabf6 Safety EF Re. Ikebend may- rwhlding, bol not to.waed.to- per_ow, access rree roads and fim.teas ihei oil buildings on the premlees-are aosew*ble 4a 4M epper10a CamplfanpC with-Srnndltrvls: Ay aut3inert•lxlaw:•Chasm'e�hes�-tlrrel:zpment•prvteei-meets th�appfieable•tlesign-anti t�.,,elnpmestt sranrfarllwtn-�hnprerF7�:�nd•batlt-+r�tttramf will-n+eet-Ehe Staudard-Speerfttetuion"nd L•fnif'orrn Slnmlard-T]rwi6-for-PDblic Wmk§CnlryrructietmAs wekk:rsfarrilr zest:asibk 4br•flreftghtinesppaaratus and $Petatn+rrr ihujcefconzplies: CHAPTER 17.75 DESIGN AND DEVELOPMENT STANDARDS 17,75.031 General connectivity, circulation and access standards. the purpose al 11us wd,on is In assum that he cenr"%b" and tramspodavon perlcian of the dty's Transportatlon Syslem Plan are rmptnmented. In Ad*rj" dta *VKbve of awwo2wrrrq end ants' zing d+e Gtys small town anviromnmrl it is the ❑lY a goal to Vase as development pin or, a zgeraWd drer/atlon qld using a walkable blank splem. Blocks may 60 Comprised or putd><JAvr+ikle Staeel rght•trr-way. or apxssyAYS Page 9 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:11:2 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Arch,brclutal Review Applicant: BH DevCo, LLC A. Streets and illllities The pe$tip alreat and ulllny standards ml forth m the City of Cenbal Ppinl Department of Public Wmka Slarldsrd Sp&jfreabons and Vnitnrm Standard Delaas for public Wares Construcrun shalt apply 10 all development within the city B. Block Standards. The following block standards apply to all development: 1 Block penmeiars shall not exceed two thousand feet measured along the public street right-of-way, or outside edges of accessways, or other acknowledged block boundary as described in subsection (8)(4) of this section. 2 Block lenglhsshall not exceed six hundred feel between through yStreelsorpodeslnan accessways, rraa ed along sln:el FSM-a.way, or the pededlribn accessway, lkKR dimensions are measured from rlghl-gf-way 10 rlghl-af-way along slfeal frtv+tagea. A block's perimeter is the sum of all sides 3 Aecb%wap or privofeftaWil sIrCOLS may ha used to meet the bfmk leflO or petilmtw siandanfs or lhes Lactipn. rNowre ded they ades ignall In aceord ante with alie section and are upon to the public at am tlmay 4 The standards for dock pan meters vtd lengths may be modified to thin rn nitmmr extent necessary paced on wnaen NW'ngn that (WnlAaA d vnlh the Standards are not Masonabiy practicable or appropriate due to: a Topographic constraints: h Existing development patterns on abutting property which preclude the logical connection or streets or accessways. c Major public facilities abutfing the property such as railroads and freeways: d Traffic safety concerns: e. Functional and operational needs to create large commercial building(s): or f, Protector, of significant natural resources Compliance with Standards: The subject property is laeatcd at the south end ofa partially developed block that contains a COStco Warehousc and gas station, and a f'edEx Ground distribution facility. The proposed warehouse: development will complete the development of this block by connecting pederal Way to Airport Road at its intersection with Table Rock Road. The width (cast -west] of'the existing and the future completed block is approximately 1,000 filet, and the existing length {north-sou(h) of approximately 1,200 feet will be extended by approximately 675 foot with the consiruction'of the proposed pmjcct and Federal Way/Airport Road street connection. This will result in block lengths and a perimeter that exceeds the maximums in Section 17.75.031. There are no existing through streets or accessways between the Costco Warehouse and FedEx properties, and there are none included in the proposed warehouse development for the following reasons: With respect to] 7,75.03 1 (B)(4)(b), the existing development patterns on the abutting properties (i-e„ the FedEx warehouse building and the Costco gas station facilities) preclude the creation of any additional through north -south streets and/or accessways that would shorten the block lengths this direction. The proposed use will be located within this block (two warehouse/distribution facilities and a large warehouse retailer with gas station) are such that direct street connections between and through the properties are not necessary as the uses do not create a synergy that would generate a need for general vehicular travel between the sites. With respect to 17.75.031(B)(4)(c and d), the proposed warehouse development will construct the extension of Federal Way to connect with Airport Road at Table Rock Road, which will provide the logical and safest means of vehicular circulation for the area. Moreover, Table (�l Notes Page 10 Page 19 Comments summary on <Revised Findings (Attachment B).pdf> Created on 1215t2022 at 13:11:0 Page 20 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Hoek Road is a principal arterial that is one of the largest and most heavily travelled north -south routes in Jackson County: accordingly Jackson County does not want additional access and connections to Table lock Road where they are not necessary- Additionally, the proposed project will result in a cornplctc sidewatk systcnr around the entire perimeter of the subject block, which will provide For We pedestrian travel bemccn the sites. with respect to 17.75.031(l3 M(e), the purposed warehouse and distribution facitity is occupying the entire site irom north to South. This largeg7ksFcommercial building's htnctionai and operational needs precludeconstruction or an additional street east -west that would shorten the block lengths. Given these observations, modifications to the standards for block perimeters and Lengths can thus be found to be appropriate. C r]nwway and Prop" Acees5 Standv&: vehicular eca IOWGWte"hull belppalad atM CtlMb'uc4edm axurdtrncn rnm ti.e gtdndwds set forth in 1he City of Central Poml Doperlmenld-Rubtio Works 5landerd SpecAosb&" end tlnfionn Standarl Detnih rut Pdblto Wor1p Gortsvvolirm- SO'_tKM 320.10;30: Grivoway Wid-ProperiY Am=* Compliance with •Stattdserds� k shown vn the Alspkenrn s 4itrplatrat• Ex-hibit-10. vehieldar tt't-1sa to llte pinptred watehousedeveloprrtent-will•be direelly 4'rvm the new•segint toF edrseHVayr,4irpuet Reed- thou will-bc i vrt;uwted as-part-ef-the prnjeet Aft tltivotvays:ucet paiftht r r-an& will`be evnstrWlctl wille specifies# C ity atetxiardr, Prt3jeeFcontp4ies: U--Fetlrs� Effort Anmcpre acem-mLftea IDr PKIEMnen usvel ONW-h& Pv'd^^ ouill"�!!e vub6- er syepnm- and.whem neon mty Supplementnd durAxpahe wr- of podesoun aceeaswavi as remmw fo WO51�'1" tuaow: s.?t�ur�esry dimness betweerrdestinetians-or-eeiiv'tly-areas-sneRas-aabliesidew®Iksare&txr&Snal erHrae�a 2 BM�i!^r0'31 baRwJS artd pb:,raG[E$ svcYta9 ffag+rter+ladpelhwny �3 +lefn5- wM)It 6irr>« �b-ti"f +�1Aee''J9�C �1d^�n�A'+PtW �OnrN;isEN1t�f1e�}e�tflanATlrrM'aY51riiTGaarIY'filaAlOd��i4nRsM.�'.rl$L�t:�rE�'. } ko""6nq V%nee and h$mo7 System w[tich alters v lwask andS&L-ty tpr pedeafrwla: i:• CQnr�wq par" weas and deaeneltans-wish eeinN- trgt s0 Pedas t i wata .de Mp -ter e,+wo diyM } YRGB�'irN� mrlariak9- pevBmr n1'A nPtng; grade eepa+a Ctmmplisnce witlt$tnndsrdsr The-Pr*pe 6 wurehvttse devL�l VMt! R',rill ittt.'�3uda�wrtstruettcxi �Fthr fm)-segnh.nts- of- Federttl- ray•lend-Airport-Roar.—Whor-buiit;pedtstrum-1rnrel•se4beavniltMe-ria sidtwslks-murid The entirekpof- the-conlplezed block that will be•lertned by-tht~snbject-pinjerr•amL the Cos"-War6ouse 111 -fodE* propertie% it) the -north. Thcre-am-nv-Lxistittg-pedestriefL eenneetions bchyeiun the Come*o and FedEx—prrrpertit-.L, and-rlolte an prnPos ire intr! atth"Ub*t•warL+wuse de+tiltlpntent ns ncan be40URd•th-ti Ow, vse�arr no"Aticipate+l trsitnr�intarrekttet# pt'rlr�friumttct+r'ity areas C_- Aeeesswaya, r� Ped"inan-acrosswaya may be used-ln meel-ItM-bIOCk•lRQtr r� d R'b1C�11.8 ri1-lhli sec%on When aged pedesinrm aruwswnys shall he devaloped n dkmtmled in Figure-ti-TS flu: AR le geesWaft�" be malnlairtsd: w plant-matennls uhosen, to maintem o rlpe nigh! tone 4eMmrR Ove& OM fight ies@ iiv/n Intl 9M nd IeveF L�U Notes Page 11 Comments summary on <Revised Findings (Attachment B).pdf> Cr8&ted on 12/5/2022 61 13:10:57 Page 21 APPLICANT'S EXHIBIT 3 Demonstration or Compliance with Applicable Development Standards Tentative Plan & Site Plan and Archltocjural Review Applicant: BH DevCo, LLC Eom}rlfance w}1h Standards�rls noted••above-sutder the- seusyitits rcieted to lsluc leilgths-and 1-inleteN: pec}esirian nceesswaysbeti"veelr•the-subject-sot#-nbuttirrg•prtrperticsare-irnprawcal and tetnlueesselfy giYell Ell naltmL 0t'tile uses-and-they~n dFrh��prraprrties-withirrthrsubject• 6lnele: IT. 5-03&9fF-str"t perking-desigrrand-devetopment atendards. AN on-exeai vehieurarlletkityg spaces shall tm rmpmvftd to the following standard, A—GO"Ree1MW. Patkeng Iat6 far fmw derolopmenl shall be de3owd In pro ere rehec W and p�esErieneor+neeliens-{o adjaeenr sires unkw age result M any of tltT fnaawirrg suoh eentrtctk,, me rk,l pasyeble iTOPOgr2Phle�enStfainl5; Z.-.E"'Ong Aewtloper OM paRem7 Or-slwlrulg property which pmeikx to IogielN conmetion: 3--TraffwC fely-eOneems-er 4---- PFeteeNon o"kr ifieen Fne tufal-fesourees, Culnptinuerwlth 8kandnrds: i'he Een is-te the rttln3r•u€ Ilrr ttrjeeFprvper#y Ftssu deve� •wit}t e C'trsteoVarehouse•and-gns--Matiomlid Fed£t-Aistribntien-+t;ility—These preyertz,=-;-do not-hlsvc ��+ntxee ted perkinK rots antliheprepuseh setwvarchcntse devclezptnenE a6o.dtx� not. include-larking-lol colnh�v ity-w ith'these adjneeni sites;-The•FedEx•pa mel- has perimel�*r�'eneing- thal-probibits-pedestnen moss-a:cexr. The propt+,sdww'ellottw-use!'eatttres- Ill jiic`nnl-nmbe"E'del ive"hiel es• that -will - be parked otrt&r: nonhem ttaff 0Niiescfbjeci-prnperty-an&the-eitru}miein-pflttern atn}-volt In" Fthese Vehicles -makes -connected -panting laira sttfaty-e&I1l erly-- bolit-veltieles and pe deslriam—An•addiliorr- and as nolW-previotisly abtwe therenre In nb'Nmeis pr Oirni rensom for Imvehn. be--vtmtihe-adjacera Isnipetiiergiven the use-, on each.- ShutllratL+belweelranvofthet#tree-sites: there will becotivenienIand. safe -Routes for berth-vehieelaraft�peJEstrialrtmvef Vin Feelers} %Vnv: B Parking Slell LVHrnum ENmCnaroos SWrlaaro-pMbng 5tie6 acrddrrr w #K, wirkl atnntierds-end Uw dmx4es1on3+n Fipum 17: 75 GA and Tetkii-17-758Ppeo.ida6:lhaecampad paf" ,wt spm"prm>.{� to euFordhf�cr w�lh Seei17.94.040(GY simA hove the hillooinfrwi mum -Nlideh-Shell-lames-pFovidedm rdunm B M-Sg1►l-1 �e#�x� 2-�eRg[h-6helEFeduee-eoltlmR-6-iR Ta7lfe-IT-T6-{{��. re�rnyeu !i�an gne•fty, Gompl}arteew11h-Stanrlerdsr-'Fhc prel"ed-park ing-sptters-ore•9 teet.in %vidth,I*-N-1•es!•itriength I i8fctLt-wherecurbithe w!kel sEn}ll-Frcrjex�ettmpFic -5er e�eppliealnl_•sile-plenti*C-* ibit• G: Rtxase- ThMeahanlfa edequeteprrrn7rpn grerrgepstarrd egr�aay�ailparkng apapea; Co m pile nee, wit h Standards: Theettiplove-parkinr; area-foerwide-deiw.-ais� whom -there are l}lere are lwu pcitnrs uF inglr lex�r to Ftclt l Wsy1A i rport-loosd---PTejeet-eu'mpFier D---Dweweya. B vewaywidthsAell-be-measufed-ar-nle 4i0o"' "'rwlprrfsl paint Kt�Mdergi Eufbcvl: The design aid• ands rain wirm, weysshall-be-es-seliorth-irrHrg $pp pro. ytt��enmanl Standard% eRd$peaiRoaliaRs dewPage 12 Notes Comments summary on <Revised Findings (Attachment B).pdf> r•. .� ..n 99/S/gng,) �t 19.ln.rr Page 22 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: 8H DevCo, LLC C:on,phance with3tsndards Asstsewrrent#te A¢p}ietutr3 }trn rseel sitr rlulra► ulsibit Qihem-trr Five proposed driveway"lt3rohe-sltbiecl-progerty'sstrert Frontage, itetwerdrivevttysserrir►g ilte dekivery vehial�psrkitlglsPorage arcs arc27- leefwide while }he t w diiveway-st, servittg-the 0111ployee parking{its arc-�l--F•eet-itr-wit#th�C�trMiRtt•drtnewuy•lnrurte<l :It thr struthwew4cwmer-nFth� ��R�,�.3`•�. �� site is 4T•Feet•iniviFHh•tn Iseearnrrtadate-{as$cr-Frsight-tletirery vel3irkegthKt-will be sntluuded at the west end-aFahe-warekousr--Tktrpn'rpesecl-�ivewny--widths err in•tw+tFnrrpanee-with tire••Pub}it: Wark� rtmetlNJ ubi{trrFrt sFaltelards Fot driveway r an( alley-Wprknwhe:f-fDi er�tlla}ercrat developrnerzt E6ravr�-�k-Fit!)— E 4mprevement-ef Perking-Spaeea.- t Wlterreccnartrla ouch �used ae•t:rAteer stop-d mar ae pNosd+ethis deo- perkirKj-spsrnr upio lwo•fset frvmlhe ffortt of •e SPSM 10 each ❑aeBa; lhe-ersa beP 4acn Vte„tn%q 5-" and terxioDaprrx needno' be paved' Wovwc-a d is mtlYllairrod wflh o WoprtaW ground oever. w-wteerway rn oo riven[ Shea ate 04e0ernerttvf�rYhaetalapa redoes the m4nirnum landseape-or-wallrway-widllr reWcements 2.—AN areas -Utfi ed lot Off-streM Parkvp, access Ork4l of shall be paved and alrlped-10 the- standetdsof. lhaoty orZentrel Point rur knit a her u9e-&d 3W bne..a�de�rP.u�skiiety rimmed. ncluding prorMlXM of [tie-tIBW9f ftlRefi-wBleFaere5591deNrdl'Q�CR �rI eY•wryr•w.�arMmq-BICBS-3tlalnitdeelgREd-WlttT painted- striping erether-approvedmetNW of deFneMs'+j+& rdr.vk dspowe. voth Iha excefrlorrvf Mls-eentaining singEe-ierfrily or-iwe-family-dwellings, 3—ParkkV spowa i 9Fta11-be-daelgaed ao rhel-tee beekk+9 ngva^m ar tithe} rra+laaverirtg wrthln a-aVael-or-oshe� publierighlbf-wayshalF6et+eeessar�-mrcopl7w�rC-x+d ho-rernay�'++brf IreRlege on a toon4slreotpar Iktecity-af�en Val-PoiRl-sUeel�lassif�fiertmap: 4 i"_L&)a^� ter W wronged as to direet-the- ight-away Front adteoem sweets Of propertres 5--£cotes-drwesshalt have-amiRirRunrveyun o+rrr £re.ti`et i>,r B'e maer7eeliarrat IMe-drwewaYeenledin� the-streetdghl-of-•aayAine-end-a-slraipI inejoVirrrf V' vnrt7;1'r�t`o+r17r tw&rxrfW"M1`n4heiHnter9eetiart 6: Pa koV spaces wanted a" Ihro bwblun &a _of a 1a,S LNm,&y t>= cw9ftwed by k curb or a burow red so p4aeed-Irrprevent-a+rietawehi�e-imme�endexj a.�r in aq�craf'e+7 �+a: o9uhNc 71rr1ek-public-sidewalk; er efequirer}lerdstsµ nga rea 7: Park log; to dng. or vehnie meneuvenml xa81r rd net at lote4r:+."i thR!ranl Yant area 9r srde yqr/e arse ore Coffw Wt•atwlfirlq a -trod Nrmty reynkrttxal tfltOlgros.-wr w"r Srry oeFbrn of a street selt>ack area Ihsrls raquaed 10 be leneapaped marry cwnxeertiak (G) OF ietdre11111114-1 drY3'Ct 8- •ExoW so-pnkvieWhn 7u6pevrtore{C-j(a}of tlue 95rlLsn--111 uses *[+u'- jnr- end hoe leanly dwellwua on ene"I and•0090OW akCots-ahell provltw atlegt �axt enc O%euraring ameNtrotrgh ttm Wks of "Iff extensions-andlor-tumawund speom as &1*Wjd in fyurs ;7 *-504 wrd t7-75.05: Functionally -equivalent lumaround-and -manewenna designs nlafr br paeefted-3f the eb%w, J suftri riMough the -sit OS" -and arehileeturel rewew praeess Colib ianre with Stands rdst--111sevidencW on &L-silzplatt of Applteantt Ell, ibiH0Fl Vheel-snip$ am-noi pmpt:s -d-to -be -useel-withillAht- parkin;:- spn.t�j: find -all LiEher-lrsrkirrg, vpaee iMpYovemew q+mdw&—eatrend-wtH-be-rear: r. L.m+lation on Use al Parking Alias. Requueet perkvrg areas 3hs1 be ��rd exekr-rvely for vehole pafking in crMnlnolien with a perm lied + e fled q1k aN not be reduced or enetearJ+ I*M?r m WIT manner Tiw. parking IRL'iklre5 shoN be 90 designed and meinlalnerf as net to rxarsetule a nt, sa at any brnr- and shy be used n soar a manner-thatno-hazerd to-perspns ou property: w uarea5uneb1a impedirrW4 is VM Lr- w l re%Al Page 13 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:52 Page 23 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC C-oniptianerwith-SEundards:-The-propesedBse-ia forest lndttstr+al vafeheexe and e#i"ibttt4etr€ae4i+y which s pe�aa�aa' "" Ili H iz'� ,:r ra here lit» tartrats ot� the ase-a�paring arefts are aekna,wledged-and v t� .; be eomplied-with: CadorWL04 ig Fe^itdy Landscaping and Srseesrng-- Parkurg lot Iandseelrir"hog be used to rektfofoa oedesvian and vehicuierakc4edon- Irrdudrng oarkng lot anhtes. pedesteran secessways; sM perktng aruln3. To,eclne•.n mil obyachve the foApwkWminirnum standards -shall apply; however-aelditips td-Imdsoaping may be r.commendeel Bunn the yd9 plw and 9k6tq'N Oral remw Pmoass ftdtepwr ITT2i. AB pwhing kxe sMO be Inndawoed io ncmrdoince vnfh ft following standards 1:-F4omlerC ,sWSE an literiuirK lo, The penroatew'end 3tmelfronleW for aB oad-N fooid mshniseHortir,-Table47-75-03- Compliantewit h:Swiderds: T7h"tibjeerpm"-will My"pptuximately..". 0o.featul'•frenrsrxren Federal-►-4yH'AirporrRi*4jSlandwd•L-oenl 5treztk apprerxinlaasly-5d9-feel-of FmitAp"o-Too Reek Road Wrineipl:�Ar1cfW'1-Pnr5ums11+Y Fable`17 73:03-IMis ecltrates trrs[eeel Frulrtag�landsetepil�e regktireM"*M) shrubs-along-rise-Fehtiernl-Wary/Airporr-Roa+frnntt+gc end �Z-[sets and-1G8-shwbs-a1eng4he-Tabk-Roek Roatd-frontage=Asslluwn-on the lansk� pe pltussst Appli��rx':i Exhibil14o. rr �4 to l5 €<wl wide pinnte area �vsl�be imtaHeei Hehint�rft�si[k+rslk�flr{fle Feeirral WnylAitpo6 Rvael rzet frvnrage atltfsr t3-font wide•planter-will-be•insta#led-beltirtd-tile-xideweik afoag-the-€ab`a=T ��oaa-aotrrageFhe�ub}eeFpeeperry-alsfr has-mppro;ettaarety-9"FE}€eeFet�#tar'ed propeny-line withf19 fe1nE witle�tlanrer 'ts•prvposed•nlartg-this shttlrt>-•propeltw buur:de:yr Purstmnt ta-?able-f-x-YYAS-U�-e}ris shared�iecen$ery phmtc wi€# rerinire frmieitnaara€ aine£een Freev and 97-shfabs the preliminary landscape-plarnr demonarrate-that-the-shared- property -boundary-and-both�treet 1'ronla a laltx6mpe planterarearenna�Yexnmextatenneiwilthovet3tt rcgnieednurnhcrrDFlreesmnds#[tuba- Finallandscape p#an-emn+,-eortdkiened-re eornp[yL i h-am-applicable-fegttirernettts-. 2. Tarminai and k"MW Wwwris.- For M*M g kgs-in WC056 aHton-spoem all rgNy of -par" spoc � must pfernde larntrnai amrrrnrn oF= 4etrn width te-preteet-parked-vehieles�-pfevvide-MOWiry•:• confineirafrie- rd- dnvevrr ys: ord-prowle a nrrtinrexer a€five�ee[-oF�peae-forlendsea�mg: In-adrtiBert,-wherHerror-mere�eetvides mould oe in an rb Mmq canAgwelien mlenor landscaped- toWM5 a mkvmuen of &%Mfitw wwe rntml be kxste$ j+Vvn the pariniM rout. -Far pwhinplrty greater Vraft fifty parking spaces: theloeakonof trAence w nds*ope z4ro Sr mg be &kwv d b W consolldated for planling of lafge #lands, d( Imes to brrdt W ft qWe of tha-pa,wn9 fat The camber o+ trams negfflm-d m Ore rntenoFlandseape-area-shall-be-depender t-upon-the-leeatiertef-the-padcingloi ,n relatmn to?rm buky end pubic MhFer-t" u. Whefe The Par" lot r kmaledbetwoo htha biAdtng and Inv pubtrc nghbol-way. Cue ime for every (ow spaces; '. l Notes Page 14 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:49 - Page 24 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tenialive Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC b,—Whem Ehe ptt," fiat is hicelurf to IhCs4dC of the building acid per0aily ebula•Ihe public 60t-ol-waY• one tree for avetry eex 9paoe9: n--Where the perking tol n locele:d tmb rid the Mnlding end-e not vr9ibim ifom the puAhe rght-01-way. a Iron for every eight sparee . Camplmnce vvith-S+lrnditrds: The proposed m�ric+y ee p lrittg cols enrftain� Erital eFi 741�paec� tirtneh retluire•n ntinilaurn of-43-me,. %rirhin-tb ►mpkgyee parking luf }pndsespe areas the Applieaexw pmlilniam Fri.fhe-Minimm numHat nf-tnittirtiE�trees withivAhrpatking•la kandsenpzarens�ren I:rlcl Sri}} be ine} There -are no patkiotroves eunlainifrg 40- ur•nail'e-rrhiele-spacnssi+l�hy�9itic:nnt4�villrhrrnrinal-katttlseape-planrar5-havis3g &••leer•or•ntorrat' spare lur htitd5esiping; the prtype73ad plots L�e�Meds-t}tC nitnlmtlrTr enitdnrll--}n-eddittert. -there-art nnnierotrs aeiditiaintl inEtt�cape-plat}tzrr•thrvmghatittltiP-parkin-Ivt�harwilk-httther-breal�np Ehc-9eake of the -parking leis- i}te•prope� �t}�ite plan also irmhtd a -large vehicle sforeg�ioE oti fl}e notch hnlFaf FhC-H`afChQ135i:�}Fr.•whidl 49 also pfopo9ed it) bc•landseape& al though ivis nottLequired withfn•vehick- staruge areas: 7'his afoa f veide-phtaWri s1mead ihroughour that wiII- conitim swnemAl i-1ret-rnd- shtttE�s- Preje€��.pEie� &—sim raa05 cite egt~d w t9 Alin pmkin9 lots rs ongenreged and nay -be leceted wilhmaandaumprarces alb" to site Flan.wl is o seetural eawtw The tram planling standards may be rmduexxd to arooa dadicatad to b%K w@la5 sr3;Br+: a v. le d!n vtxt arr3tileclurat-re�rievr- Eumptianee wiIK -Slim ditrds!- ?tit .ytornt"ier-from•thelvoposett-ivarehouse -deveiepraent-wgl be doawd-in-Kytr dry pom6' tt}-t"h wk s-ofthe drirewny near the Rdpi}1�i esEconipeu€ lliesile-BiugirltE arC mtE-proposed- we}isin }hr�par#im=-lutr.- i€ iintil-�niginefiring dal:Eorrilit}es-addiliwtal••slurnrdtninage delennun rs re:yaenw}. there iF etldtfionaI fo m-tirr storm dmimige detentio&e "he proM. ed-Piwel-1 H Ef,�rf�rlenqit+r�'e�o+cr�eerlttn55feekoe prgrx}edmeccardance vrilt.Sec$+m17.ti4.+376 and mtiftlueh>ff .n.namdersoreh9+ e� �ae.e++zsar+d�. i {ptgehere rA 8c7s+1r e4-f bcycla-pttiddrxJ"f -fitt" shin -be lecel" on -ate m wall ti hied. satin lotmmrn �t� + rosy eeo tyf pravitlad-fireside-a�uilding-irrsuileble�eanr�anri-e�ssrt7te :oentwm BiFY�4">ux�'9 do•rn. ta-jsea S'LICe■S;n a commarMk*at YM"be dWteredLM ea OeveretYXdhens 2-8e7rye &wndrrds- All beech panting WA man emry WOW shelf he c9n311eM.ged to Ott iCAD�, [nieirneRdeseyrsw'ft rdS' ;- ,Suv%fyMq. GL &� bcp'r,Sr: garkNeg oat6e7 snsn tee'Siuleced In lh6 48attY manrlar as a nlalef vlhe[b pMearlg "Da, er-'erti. !• a ■ 5rrm6+eOh kwekness of hard yurfpcgtg-(t.$% asphalt, Oonrle}R: 9eren or snritr erraMeeF}..{'L�e 'Y wwbe narntsined In a-smeot r.-durable end�velFdreinetfeanditien: b. Psrkrrej Spice &ww._�rt ..hwndwrd Belryde"4a,19 sprees 7tW11- aNeast six-feeHong-and tvro-kN. antra wiNr.errr:rrr�oreR+evr s.+rsance of rev feet a. Legs ". L.fdr14 stir be provden err a bioyCle POUng area se Ihat 00 fepltti" arc IlgtoughIt ethxrw%ale3and vtob;e iwrn ecpc-m �� oe moier veNde parkenglots dLmng-slH%ursofese: 6 A fret -feel eeW'•±rr tsc}rts rnettgtwenng uwtl be prpvitled arrd msmlamed Mwde prl7olyroetea¢et.rcvr a &ign,y. YWa ttctroe park" feobbes aee: not dv-+clly Yrarhle imm the pablee Oubta-0i- ay, W VY+M ehrecsonet M'W" sFeai be praveded U dsece bicyO" frwn tl e;JVWH: nght5-fil-w" the broycle panting feoehly OsN Notes Page 15 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13AG:47 Page 25 APPLICANT'S EXHIBIT 3 Demonstration of Compliance with Applicable Development Standards Tentative Plan & Site Plan and Architectural Review Applicant: BH DevCo, LLC Compllence- with- Standitrdxr The-propo:wd was4wtoe--tiso-mquires 9-bidyelrparRing•^tlmec;ras proviouslyotufined :ntsler th •-17 fr I:pFFp—Tltrt+`apares will-pmakled-11enr-thr norlhtvest A Ag-us-AMn-nrt-Owgite-pfnnttt+xhihit-la: Page 16 Notes cD N mI A a m C _C U (6 Q In Ql _C C LL N .' C OLn Mm E Em � N N N U) m� 0 o U� 3a o � � i, r,� 1 •� r u � �� } R i sa i � O7 lLi ti y i ' 10 Aw ' p j UW 3 IS g� "" aJ � �.�� ; it .h - �/� • `�r�I LO g; Q) N EI y m P. w.� 00 N C Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/512022 at 13:10:45 Page 27 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 28 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 1215/2022 at 13:10:45 Paae 29 ! ° EXHIBIT 7 64 R•i C K'R Q• Y ia,P r T �m , n f f � ' I • 1 � t r' �• t �RIRI�Af T-RO _ 1 s� 1 I Y, Zoning District Subject Property Zoning Map —� BCG City Limits M-1 O Tax Lots BH Devco, LLC Tentative Plan / Site Plan & M-2 Architectural Review _. Jos 37-2W-1213-800, 900, 902 R-1-6 fE� 0 250 500 1,000 R-2 0.1�:1012612022 Olf — Feet N Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 30 Notes i LL N O V C O L � E co E � o N N � C E o E� as O U U I a II! i FQF r; i `z' q c7t A• x� D Z}®� O M O = O W a �e ❑ O = m ag ,� ~ O o — m a zZ W N of,,e Al ! O m J O 2 m J o W QJ iil r � !� ! W >aQ z �- ]— O w z O F s ap U U�o z w M < a N Z PIMA a �9� KI y 3 g5g Ea 4R g5aar9 n a$��a I.aa LI � o� LLJ Z - ��ss•";i3' _B flr � jjii fIf! 1 1r1i F' :il: lia q �yi m O ►i 4. 0 0- co C N E L U (Q iNO O) C C LL_ N N V O Lo v o m � o ( N aC C O E� 02m U ci lflO ldl �i10 `1NIOd WdiN30 F� uaoj-0<c<Raluii)l KU:GdOad ONIISIX3 'OM NOO2I 318V1 LUS I' R aR s r ja W' ' "'_ gi (7; ' w I9# 1 0_ . L3 _ P �4 i 0 iJ M M i� co IZ N N 0 PIA 1f10Alf1 Ala3dOad a0 '1NIOd IVIdIN30 - Ua®H<((Aajwi� - 03SOdOUd 'Oa N0021 31SVi 6Ue Is AIL OP ❑ I I isl 4 i I M1 � i I (- A na , i6bi m ►J LO m $ c @ 0- $ 0 PIA Comments summary on <Revised Findings (Attachment B).pdf> created on 12/5/2022 at 13:10:45 EXHIBIT 13 firstAmerinn ftle Insurance Company RrstA — eric" 1225 Crater lake Avenue, Suite 101 ILL lLIL1 Medford, OR 97504 Phn-(541)779-7250 Fax - (866)400-2250 Order No.: 7161-3998828 October 05, 2022 FUR S�S�j crroNS REGARDING YOUR CLOSiN PLEASE LORI BILLINGS, Escrow offlCer/Coser Phone: (541)779-7250 - Fax:(866)839.7125-Emall:lbllfings@firstam.COM FirSt Ameriican Tide Insurance Umpdny 1225 Crater Lake Avenue, Suite 101, Medford, OR 97504 FORA L QUESTIONS REGARD NG 7H S PREtJMJNMY REPORT. PLWE--CONTA�F'. Mark Filegef, TItle Offzer Phone: (541)779-7250 - Email: m0iegel@firstam.com 2nd Revised Preliminary Title Report This report is for the exclusive use of the parties herein shown and is preliminary to the issuance of a title insurance policy and shall become void unless a policy is issued, and the full premium paid. Please be advised that any prWw Ion contained in this document, or in a document that Is attached, finked or referenced In this document, that udder applicable law illegally dlscirlminabas against a Class of Individuals based upon personal characterlsncs such as race, Color, rellglpn, sex, sexual orlentatlan, gender Identity, familial status, dlsdblllty, national origin, or any other IWIly protected class, Is illegal aril unenforcealble by law. Situs Address as disclosed on Jackson County Tax Roll 3791 Table Rock Road, Medford, OR 97504 2021 ALTA Owners Standard coverage U.Nity $ Premium $ 2021 ALTA OY—m Extended Coveage Liability $ 5,436,174 17 Premium $ 14,348,00 2021 ALTA Lenders Standard Coverage Liability $ Premium $ 2021 ALTA Lenders Extended Coverage Liability $ Premium $ End. —Ink g Govt Semim Charge Cost $ 270.00 other Cost S We are prepared to Issue Title Insurance Policy or Policies of First American Title Insurance Company, a Nebraska Corporation in the form and amount shown above, insuring title to the following described land: The land referred to in this report is described in Exhibit A attached hereto. and as of September 28, 2022 at 8:00 a.m., title to the fee simple estate is vested in: Table Rock Business Park, LLC, an Oregon limited liability company Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and the following: Alnfoc Page 36 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 _ Preliminary Report Order No: 7161-3998629 Page 2 of 11 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levees taxes or assessments on real property or by J* public records; procoedings by a public agency which may result in taxes or assessments, or notices of such proceedings, vehedw or not shown by the records of such agency or by the public records. 2. Facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an Inspection of the land or by making inqulry of persons in possession thereof. 3: Easements, or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Any encroachment (or existing improvements located on the subject land onto adjoining land or of existing Improvements located on adjoining land onto the subject land), encumbrance, vlaladan, variation, or adverse circumstance affecting the tdjE fhat would ire disclosed by an accurate and complete land survey of the subject land. 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter fumed, imposed by law and not shown by the public records. The exceptions to coverage 1-5 Inclusive as set forth above will remain on any subsequently issued Standard Coverage Title Insurance Policy. In order to remove these exceptions to coverage In the Issuance of an Extended Coverage Policy t he following items are required to be furnished to the Company; additional exceptions to coverage may be added upon revleW of such information: A. Survey or alternative acceptable to the company B. Affidavit regarding possession C. Proof that there Is no new cotutruction or remodeiing or any improvement located on the premises. In the event of new construcWn or remodeling the following Is required: i. Satisfactory evidence that no construction liens will be filed; or H. Adequate security to protect against actual or potential construction liens; iii. Payment of additional premiums as required by the Industry Rate Filing approved by the Insurance Division of the State of Oregon 6. Water rights, claims to water or title to water, whether or not such rights are a matter of public record. 7. Taxes for the fiscal year 2022-2023 a lien due, but not yet payable 8. The herein described property has been disqualified from special assessment as farm use land and Is currently assessed at true cash (market) value. ORS 308A.083 et seq. provides that if the property is converted to a use inconsistent with its return to farm purposes, potential tax in the amount of $3,919.69 will become due and payable. (Affects Parcel 1) 9. City liens, if any, of the City of Central Point. 10. The premises herein described are within and subject to the statutory powers of the Rogue Valley Sewer Services. 17 st Amencan Title Notes Page 37 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Preliminary Report Order No : 7161-399aa26 Page 3 of 11 11. These premises are situated in the Rogue River Valley Irrigation District, and subject to the levies and assessments thereof, water and Irrigation rights, easements for ditches and canals and regulations concerning the same. 12. The rights of the public in and to that portion of the premises herein described lying within the limits of streets, roads and highways. 13, Intentionally deleted 14. Intentionally deleted 15. Any conveyance or encumbrance by Table Rock Business Park, LLC suld be executed pursuant to their Operating Aho Agreement, a copy of which should be submitted to this oFiice for Inspection. 16. Unrecorded leases or periodic tenancies, if any. 17. Extended Owner's policy has been requester) per the Sale and Purchase Agreement provided for this transaction, therefore we will need to be provided an ALTAMSPS Land Survey and the seller sign our Extended Owner's AMdavlt required for our review prior to dose of escrow, so that We may revise our report accordingly. 18. This report has been submitted to our underwriter for review and approval. We will inform you of any further exceptions and/or requirements. - END OF EXCEPTIONS - Note: Revised to update report and remove previous exception 13. NOTE: We find no matters of public record against BHD Land Development, LLC that will take priority over any trust deed, mortgage or other security instrument given to purchase the subject real property as established by ORS 18.165, NOTE: Taxes for the year 2021-2022 PAID IN FULL Tax Amount: $2,123.27 Mao No.: 372W1213 800 Property ID: 1-046233-9 Tax Cade No.: 49-49 NOTE: Taxes for the year 2021-2022 PAID IN FULL Tax Amount: $649.74 Map No.: 372W1213 900 Property ID: 1-046234-7 Tax Code No.: 49-49 NOTE: Taxes for the year2021-2022 PAID IN FULL Tax Amount: $654.59 Map No.: 372W12B 902 Property ID: 1-046236-1 Tax Code No. 49-49 NOTE: Thls Preliminary Tltie Report does not intrude a search for Financing Staten# Wed in the Office of the secretary of State, or in a county other than gte county wheren the premises are situated, and no Lability Is assumed if a Flra acing Statement is hied In the Office of the County Clerk covering Fixtures on the premises wherein the lands are described other than by metes and bounds Ot under the rectangular survey system or by recorded lot and block. Rest American Title KI ntGC Page 38 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Prellminary Report Order No: 7161-3998826 Page 4 of 11 NOTE: According to the public record, the following deed(s) affecting the property herein described have been recorded within _L4_ months of the effective date of this report: NONE NOTE: We find no outstanding voluntary liens of record affecting subject property. An inquiry should be made concerning the existence of any unrecorded lien or other Indebtedness which could give rise to any security Interest In the subject property. THANK YOU FOR CHOOSING FIRST AMERICAN TITLE! WE KNOW YOU HAVE A CHOICE! FrnYAme,r , rlb'e Notes Page 39 Comments summary on <Revised Findings (Attachment B).pdf> Page 40 Created on 1215f2027. at 13:10:45 Order No,: 7161-3"08 Preliminary Report Page 5 of 11 MARK FLIEGEL TITLE OFFICER mfllegel@firstam.com RECORDING INFORMATION As of March 23, 2020 Jackson County recording fees are as follows: Fees: $ 102.00 All Deeds 1st page $ 5.00 All Deeds for each additional page $ 119.00 All Other Document Types $ 5.00 All Other Document Types for each additional page Fees will be Rnp0sLd by the County Clerk of a document presented for recording fails to meet the nts estehlisheA ORS ChavGer i05. cc: John Hamlin, Hamlin Real Uwe 1118 East Main Street, Medford, OR 97504 cc: Stark and Hammack PC 100 East Main Street, Suite M, Medford, OR 97501 R6 tAmetlran "Title nl r1to C Comments summary on <Revised Findings (Attachment B).pdf> Created an 121W2022 at 13:10:45 Preliminary Report Order No.: 7161-399ae28 Page 6 of 11 Exhibit "A" Real property in the County of Jackson, State of Oregon, described as follows: PARCEL 1: Beginning at the Southeast corner of Donation Land Claim No. 56 in Township 37 Smith, Range 2 West of the Willamette Meridian, Jadaon County, Oregon; thence North 8r 53' west along the South boundary of said Donation land Claim, 757.4 feet; thence South 200,0 feet; thence South 430 30' East, 470.0 feet; thence south 49° 30' Eas4 264A feet to the South line of property desci lbed in Certillcate Title No. 1040; Ihence South 890 47' Ea5t, 59B.2 feet; thence North 356.0 Feet; thence South 990 47' East, 252.2 feet to the centerline of Table Rock Market Road; thence North along the centerline of said road, 356,85 feet to the North boundary of Donation Land Claim No. 58; thence North 890 53' West along said North boundary of Donation Land Claim No. 58, a distance of 618.35 feet to the point of beginning. PARCEL 2: Commencing at the Southeast comer of Donation Land Claim No. 56, Township 37 South, Range 2 West of the Wilamette Meridian, Jackson Cotmty, Oregon; thence South 890 50' 10' East along the North line of Donation Land Claim No. 58, said Township and Range, 578.10 feet; thence South 00 D3' west, parallel to and to fee West of the West the of Table Rock Road, 356.81 feet; thence North $90, 47' West, 212.50 feet; thence South 00 03' West, 102.0 feet to the true point of beginning; thence continue South 00 03' West (record South) 76.0 feet to the Southwest comer of tract described in Document No. 71-03949, Official Records, Jackson County, Oregon; thence South 690 47 East, along the South line of said tract, 2J2.50 feet; thence North 00 03' East (record North) 76.0 feet; thence North 890 47' West, 212.50 feet, to the true point of beginning. PARCEL 3: Commencing at the Southeast comer of Donation Land Claim No. 56 in Township 37 South, Range 2 West of the Willamette Meridian, Jadeson County, Oregon; thence South 89a 50' 10" East along the North line of Donation Land Claim No, 58, said Township and Range, 576.10 feet; thence South 00 03' WM parallel to and to feet West of the West line of Table Rock Road, 356,81 feet to the true point of beginning; thence North 890 47' West, 212.50 feet; therim South 00 03' Writ 102.00 feet; thence South 890 47' East 212.50 feet to the West fine of Table Rack Road; thence North 091 03' East along said West line, 102.00 feet to the true point of beginning. Excepting therefrom all 3 parcels all that portion of the property conveyed to Jackson County, a political subdivision of the State of Oregon, recorded April 06, 2017 as Document No. 2017-011467. NOTE: This legal description was created prior to January 1, 2008. Flrst Amenrzn Title Notes Page 41 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/612022 at 13:10:45 Order No.; 7161-3999828 Preliminary Report Page 7 of 11 First American Tide Insurance Company SCHEDULE OF EXCLUSIONS FROM COVERAGE ALTA LOAN VOL.ICY C07101121) The follovdng ,a[e,a are a duded from the wwane of dds policy, and the Company, w11 not Pay loss or damage, mats, atNrneys' fees, or e.<penses oral ariva reason of: 1 any jaw, ordVri on, permit, a gvfemmMml regulation (Including those relating. building and zoning) drat restricts, agnates, prohibits, a relate a. 1.the o¢upanc�y. ate, ar r/94,dgnr d M land: I. tiro ClkYddM, Nnae 1pAii wY[Nd a' anYimprovement erected. the lard; an the sAdlvisbn of land;a rlrremPr^ha11 renrailgl W Pohze9n .a >^fOwUr'W fpfnair, poCaL rryiingorY, onnPawMF yfprr(yppxtr. of 4 anomi, a emit IN, Ga d rery rrotlrr u�1dtd Ft* 1&... n 1.4 Gcl.eon 140. rrgrhhadr' M emtthe CaRr+F t WAN dw CO&M Pia 1. i. Nry po/r. 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ALTA OWNER'S POCKY {07i01(21] The Mlk igg nMRaz Pro a -dP*W from the coverage of this policy, and ton Cerrewl wig not Pay 'oss a dra A aYs, agn—iy fees, or efpenses that .ri< kZ to ld: bl regulation (ihaludrq irnrrWgn9 to building and zoning) that r Yric�, reguales, pmhibils, or nab r t. e. rP'Wr.W eW�^4 or 9ovemmM ro: I tthe ompar 1'. aft, 4 tliiPfPere of the land; the dhaarier,dbtlmutt V 10ulion of any, ImProvemenl min the laid; 9.1%b*r of Witoe N. ahYnxrYtl JlfrorocPaWo6 or D-WomhM. e. enf gann t'vil-401 iwrac,il.rAaen: vnlNrmlxKlt/ila.or BP11dm e�aaai Iowonw cvn-+.>. warfceaw o> 'fa*su�i Fw i �lpowrY at e9� kdunrin,E6g.sb^=0.t+`✓%eiod+T M Yon[ fhP[J'rrapr PMF*Pi :> rMhtlr7- 3 Nild#IXY, iml. flrglml. ad:bslwmvvrhbrtage' x• unw vulemi..sn alr7ry RF'•W to M a+hwr.id00 P e, rtll4+GF W tit {enorrq`. r4 imuoNnca.►bk deeeidl .l W Den or pgrei'. pR Mna..n to drP M1ul�l gg+rwe mid roi 8tdtid'n+huMp fe liN[anpnr bl un-mod OP'..n.Y PM'to tr dtk W k M(N."ot tl[ er rr M%M uWr#ill odkY: <. 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W p%on d IM gmmum U KOWS D.IWA". s6Pr tyd a['/I nr drow•.n SAedu4 A I< - bfriuUlrlrA LP'r,myRnat V fraudulent transfer; , sdd'AW hNftl ytdr the Uniform Voidable Tansaodons Act or c preferenWlbPmtr [o the RflYhl Phe Mslrumaht of bansfx vesting tloe Thtle as shown In Sd dulx A is not a bansfer made as a con[empoanmus xdmnge for Pw�GM FAr a^YdherarRmtnea r'aod,-CoverM Risk 9b detl grem�Ib up a. 1 AfM YAt15� W 1W Iu rIP1 epaol minx uu Im�yl�inaP,yOhFY(CpoJ�t PR'agvp.R.rbegSmduand payable after he Date f y atrrr/-pdean BdoPafmt rnpryryuP.dt NPwsvP9r'4>ror'dPd-� of Ue land Drat anY i•hPu-Ve'P"t to me land. rrfwactanfrin,rra..Parwm.k,ve.sgnarefarew.a><ft•vmi RrstAmeAran We AIM-c 42 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Preliminary Report Order No, 7161-3998828 Page 8 of 11 SCHEDULE OF STANDARD EXCEPTIONS S Tosco or aaWw�wrm Mi6 a rme Jaw as disu.3"I' ZY" resnlds d eey U-5mPAh,"Nor kabw w n+.warrd mbsl pa_ ry.cr b! V. Pubs. MQWM DMON pr by. PIk www ,nkh" rswA sl Ynncm M ,n_mvrvGtei of VY ofsl woasr k �Mq-w-L hu 1 byd,. M ds at trsengncr-by w Tarok 1e0a7L 2 F►d. *g trwm R df w 4s are not simm by the pubk records but why could be escertaNed by en m,Rft. of th led or by nmNng kwW of pe'sesui firm dweof. 3 Vsseaaru n clams, ot e rmt shovm by Me public records; rbsercations ar ex llrns in paints or In Acts BWmrbing the Issuance rhenwo rum eghb. M_.wk. m y . i. Any •MXY—N (of SSN1+Y ;rr�rO W41nnS pn d. sgt,e land.ar9 pry f•y :ard v d vaeuy arprrrmnrrl5 ICettd M gRDlkq'arvl am PA "A7 Le Il.euuabw yfaWlurh rubdeb a edrnse el venaM[e YfasMg ah uoe "-w4 be stet oed tq P enrde and oxDkftb+a w @Ws tglttLna. S Aw ke w rWd b a Wry for sa sm saha, a *. ep i-we. no" ar MkM tanpensation heremfem or hereafter MnWiear Wp a by lawand abt Wm W Yw calk IeOMU MU s5PKIMUA fS &3}rl ifllAY nla IM rMLq W11L g$WNIRWO 11 'fiZWi se. QM Ir f/rstilmer'ran Twe Notes Page 43 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12r-v=2 at 13:10:45 Page 44 r. RmtAmericanTitle- Privacy Notice Effective: October 1, 2019 Notice Last Updated: January 1, 2022 This Privacy Notice describes how First American Firiandal Corporation and its subsidiaries and afifjllates (togethisr referred to as 'First American," "we, "us,' or "our") collect, use, Store, and share your informallan with the exceptfoai that a subsidiary or af8llate has their own privacy policy. that policy governs. This Privacy Notice applies to Information we receive from you offtlne only, as well as from third parties, when you Interact with us and/or use and access our services and products rPmducts ). for mac information about our privacy practices, including acr online pracUces, please visit CttiLS.W0v+"+•Nrstam.mmlodyMy-:hali[vC. The practices desuibed In this Privacy Notice are Subject to applicable laws in the places in which we operate. 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Any and all rhanges to this Privacy Notice will be reflected on this page, and where appropriate provided in person or by another electronic methtl i- YOUR CONTINUED USE, ACCESS, OR INTERACTION W IT" OUR PRODUCTS OR YOUR CONTINUED COMMUNICATIONS WITH US AMR THIs NOTICE HAS BEEN PROVIDED TO YOU WILL REPRESENT THAT YOU HAVE READ AND UNDERSTOOD THIS PRIVACY NOTICE. Contact Us dataprivacy@firstam.com or tall free at 1-866-718-0097. © 2022 First Amerman Flnamlal Corporation arid(., its Blnllates. All rrgMs reserved. NYSE: FAF ACY22 (j2.7.7t) Pagel Of 2 Rlra[Y idNfce i?+772 fkft Ali�KBftrtirtl[far rwponitltn Nntes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 �� F2rstAmerican Title i For California ResideslF If you are a California resident, you may have certain rights under California law, including but not limited to the California Consumer Privacy Act of 2018 ("CCPA'I. 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To learn more about the categories of personal information we may have disdosW abdut California resldehi the past 12 months, please see "How Do We Use Your Informatklon" and "How Do We Share Your Information" in https://www.rirstam.com/prlvacy-policy. O 2022 First Arrraric Flnamial Corporatlon and/or its affiliates. All rights reserved, NYSE:FAF brm 10-PRIVACY22 (12-7-20 'Page 22 of��...-_ WV4 tg7u Flrx litamip7n FinarrJal E Notes Page 45 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 46 211 23sr {/ 1 e. % 37 2W 12B 47 l 991tYAPNMXLOCAnONPDI�MRF N E.5E COR. 'V+S W. COR OLC 56 DLO 57 fi99nc 4 4 1/of _ .. �� n 0 C4 Iwo IOU- 1100' n„ Ca 181 Mom 4 4� 4 1300 MUM Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 EXHIBIT 14 Kimley»)Nora MEMORANDUM To: Mike Kuntz, P.E. County Engineer Jackson County, OR Matt Samitore Public Works Director Central Point, OR From: Davin Moore, P,E„ PTOE, RSP2 Kimley-Horn Date: October 31. 2022 Subject: Trip Generation Analysis Proposed Warehouse — 3791 Table Rock Road Per the pre -application conference for this project, the design team was asked to provide the anticipated trip generation for the proposed 85,000 square -foot (SF) warehouse and the proposed lane configuration for the future west leg of Airport Road. As shown in the site plan included in Exhibit A, the project site is located at the northwest corner of Table Rock Road and Airport Road in city of Central Point, Oregon. The site is currently undeveloped. TRIP GENERATION Per client -provided trip generation estimates based on comparable facilities and anticipated operations, the proposed 85,000 SF warehouse is expected to generate 764 daily, 1 AM peak hour, and 35 PM peak hour trips (summarized in Table 1). The client provided trip generation table can be found in Exhibit B.The proposed tenant of this warehouse has shifted the start and end times of their employees and deliveries to be off the typical peak commute hours. As can be seen in Exhibit B, the property's peak hours are not expected to occur between the hours of 7-9 AM or 4-6 PM. Table 1 — Proposed Trip Generation a Total In Out Total In Out Automobile 750 0 0 0 1 35 1 23 12 Trucks 1 14 1 0 1 1 0 10 0 Notes Page 47 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 48 Kim1ey>s,,,'Haa'r1 Page 2 INTERSECTION ANALYSIS Traffic Counts Existing AM and PM peak hour turning movement data was field counted in 2022 on Tuesday, October 18, 2022 for the intersection of Table Rock Road and Airport Road. The count data sheets are provided in Exhibit C. Project Traffic The study area street network characteristics, including the existing traffic patterns, expected street network, and access to regional facilities were used to determine the distribution of site generated traffic. 35% of site generated traffic is expected to use Federal Way to access/exit the development while 65% of site generated traffic is expected to use Airport Road to access/exit the development, For inbound project traffic at the intersection of Table Rock Road and Airport Road it is anticipated that 15% would make a southbound right, 35% would travel westbound through, and 15% would turn northbound left. For outbound project traffic it is anticipated that 15 % of would turn eastbound left, 35% would travel eastbound through, and 15 % would turn eastbound right Assignment of project traffic was obtained by the developed trip distribution to the estimated total traffic generation in Table 1, The 2022 existing plus traffic volumes were obtained by adding the 2022 existing traffic volumes to the assignment of project traffic. Analysis Methodology Although a level of service (LOS) analysis was not required by Jackson County or the City of Central Point an LOS analysis was performed to justify the proposed west leg lane configuration of the Table Rock Road and Airport Road intersection. An LOS intersection analysis was conducted for the 2022 existing plus project scenario to determine the necessary lane configuration for the west leg of the intersection of Table Rock Road and Airport Road due to the project traffic that is expected for the proposed warehousing development Due to the anticipated AM peak hour traffic generation being one (1) trip and the counted existing AM peak hour volumes being generally lower than the existing PM traffic volumes, only the PM peak hour was analyzed. The expected assignment of project generated traffic was added to the 2022 existing traffic volumes to represent the estimated traffic conditions when the project was to be fully developed in 2022. Key Intersection Operational Analysis Calculations forthe LOS at the study intersection are provided in Exhibit O. The 2022 existing plus project lane configuration and control is based upon the proposed lane configuration for the west leg of Airport Road (discussed separately in this memorandum). It should be noted that the cycle length and splits for the intersection of Table Rock Road and Airport Road were optimized using Synchro 11 when calculating the LOS. The results of the LOS Analysis are summarized in Table 2. (Votes Comments summary on <Revised Findings (Attachment B).pdf> Page 49 Created on 12/512022 at 13:10:45 KidepMorn Page 3 Table 2—Peak Hour LOS Analysis Results Table Rock Road and Airport. Road Signalized 16.5 (B) •Note that AM scenarios are iin! nnal5zad mpcwt&0 ro Ne tnwnumWorf" expected to be generated in the AM peek hour. As shown in Table 2 the study intersection was calculated to operate at an acceptable LOS in the 2022 existing plus project scenario. PROPOSED LANE CONFIGURATION As the west leg of Airport Road is expected to be constructed at the time the proposed warehouse is to be const, ucled, different lane configurations were tested using Synchro 11 to determine what lane configuration on the west leg resulted in acceptable LOS. It is recommended that the west leg be constructed with one eastbound shared right/through/left lane, with one westbound receiving lane. Additionally, it is recommended that the extension of Airport Road and Federal Way be constructed with one travel lane in each direction. Please contact me at 702-553-4869 or should you have any questions regarding this analysis. Sincerely, Devin Moore, P.E., PTOE, RSP2 Project Engineer Exhibit A — Site Plan Exhibit B — Client Provided Trip Generation Table Exhiblt C — Traffic Counts Exhibit D — LOS Calculations n pr 1D9W t"'<,traut Su ;u.,_�. -s . C. , . Nntpc Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 50 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12I5I2022 at 13:10:45 Exhibit B s Client Provided Trip Generation Table sal .r . •L11 na N.w :a n� w jf . 4 a� a. IY o ; 1 • • r • . s 1 � � 1, � • ,l 1 A • 1 . • • • r e A • v 1 • ; i t • .� •! � � i o . , a . • v v + a . o ; v a a r • 9 • ' ; . 1 . 1 • ° � a � v a r a . / ; �i .e x • 0 ; • • • � • 1 r � � w . � v.aa rw I o ;j ll r r • a 1 s 1 r r e r , a a i k • � r . v / n 1 r i r n � n . r . • v r e n . �. • n r • • v r ■ ° r � • • • . ; r r • r r ; �I v �° w o n rll Ia w � u a a a • I � 1 i' ° Napa 100 rule Irx yp : . . r v v ,t v ei 0 • a • r • • . � 1 • ; j • a , . A • . , r v ; 1 o v n • u v u u � a r a • ' u r n � /� n � . r v am F v Y � • r : x • : 1r � 1 6' lad ; r u V o� • e ' • r a aS • q •1, � N ntP. Page 51 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 52 Exhibit C - Traffic Counts Location: 1 TABLE ROCK RD & AIRPORT RD AM Date: Tuesday, October 18, 2022 Peak Hour. 07:30 AM - 08:30 AM (303)21E2439 w" alttrafficdata —', Peak IFi Mlnutes: 07:45 AM - 08:00 AM Peak Hour- Motorized Vehicles (7101 403 0,e2 397 (7x1 IH.�.,. m J l lta�ttQs t m 4 1]] i ""r h kG iF w1 4M yeSll (021 356 O.h9 435 '515) Nate: TMI study counts oonhuned in parentheses Peak Hour - Bicycles Peak Hour- Pedestrians Traffic Counts - Motorized Vehicles AIRPORT RD AIRPORT RD -1ABLE ROCK RD TABLE ROCK RD Interval Easlhound WeslhouN Northbound Sowhhound Rolling PMmhian Crossings SlanTime U-Turn Len Th. Right U-Tum L_all Thm Right U-Tmn 4 Thr° ?44 U-Turn Lan Thru Agl: Trial Hour Zia° =aul South NoM TOD AM 0 0 0 9 3 S 0 0 53 2I 0 rr 40- --1• 141 ill D _q .1 0 �:15 AM 0 0 0 14 a 0 0 69 39 0 26 54 0 49 1032 0 0 0 0 • 6 / 4 t Ip a • n 5A 7 15 1 Q Ha 114, Q Q q • a 1 '! 4 7 •l i 15 Y} t s4 -w 7 a 01 Am M 0 Al I a 3: 3 r aQ 7Gs ate e: - rV 0 I a a Q 11 0 6 0 '! d lr 2a 3 * 53 06 a 30 AM 0 1.. 0 0 0 1s 0 70 0 1 iQ 1] 0 .2 59 202 0 0 0 0 6:45 AM 0 9 0 1 0 9 0 21 0 0 74 24 Q 2e 55 1 211 .1 0 0 0 Count Tojal 0 . 0 2 0 130 2 173 0 3 556 256 a 228 480 . 1,632 0 0 0 Peaty Hour 0 p. 0 1 0 6-s 2 117 0 2 2aD 153 4 131 272 . 1.041 0 0 0 0 Notes Comments summary on <Revised Findings (Attachment B).pdf> f.—twd nn 12/5/2022 at 13:10:45 Location: 1 TABLE ROCK RD & AIRPORT RD PM atc. Date: Tuesday, October 18, 2022 °°""1— Peak Hour- 04:00 PM - 05:00 PM (303) 216-2439 W Ww.alltraffledata.net Peak 15-Minutes: 04:30 PM - 04:45 PM Peak Hour - Motorized Vehicles (1,371) II729 0.97 683 (1,261) L a t+1 't 1 t. 4.2 bq- n1 u4 y Ay W S F r1%y A07 87 n,MB) 699 069 513 (975) Peak Hour - Bicycles Peak Hour - Pedestrlans Note: Total study counts contained in pa-11185ea, Traffic Counts - Motorized Vehicles AIRPORT RC AIRPORT RD TABLERGC4 ,0 FABLE ROCK RD Inlerdal czelbcund 4Alkpan� ^IaMheuna SouN!beund Roflmg PedesNan Cracsln�.; Slarl pima 0,118 LaA 1-Yu 1Lohl „-Tarr I�R _ Ml p+7y': U-71im LeR ?Om 941i 'J-Turn Le, T:hrugM Tc1y our Weal Eas! South 40C P10 a 0 1 " 0 46 d 53 0 `_ 11i _-_23 A iF tic 7 +ir r(to 0 1 a. C 415PN • I ' u 35 19 0 p 105 II o 45 133 r A04 1.602 0 a ¢ 0 4 35ita a 7 i - 39 EO ■ U3 H A As 1.r11 4 AM UA 1- f t O i 445 PN 0 - 0 0 7 37 L 4o f n Bi _r f 38 14P 0 378 1600 0 0 / D 5:00 PM 0 1 0 0 3d a 76 0 0 10' 18 0 38 '27 0 390 1460 1 U t 0 5:15 PM 0 0 0 c 18 9 49 0 0 104 10 1 5C '11 1 373 2 0 1 0 5:30 PM A 0 0 o 4u d ,.:. 0 94 16 -0 39 1.15 0 359 1 4 A - 5:45PM 0 0 o 2-. 1 40 0 d 90 20 1 52 107 q 339 0 0 o o Count Total 0 2 2 d 3']5 1 436 0 1 321 152 z 366 LM t 3.093 n S PeakHcur 0 1 A + 0 i.,6 D 231 11 0 431 80 0 187 542 0 1,633 Notes Page 53 Comments summary on <Revised Findings (Attachment B).pdf> Created on 1215I2022 at 13:10:45 Page 54 Exhibit D - LOS Calculations HCM Bth Signalized Intersection Summary 1: Table Rock Road & Airoort Road 3 -. 7I- ,,' ti g t* \.. 4 1 _E9. =JW WYL AT _ WETI. -- a, -W .91W _ 0 M: s9 Lane CenriguraVons r'{r st 1 f 4 Tp T,airwVCluMjws1Ml 3 7 S 356 9 6 43t ao ial 54Y a Fntwo Vnlomo (4arr(1r} 3 7 3 156 9 231 6 431 80 187 542 4 IWILVI0labl. voh g 0 0 0 0 0 6 0 0 9 0 0 Peen AdKA_pbTl 1 AO 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PwPng 045. Ad] 1.0q 1.00 $ 00 1190 100 1.00 1. 0 1.00 1.90 IX 1,00 1.00 WA rove On Approsch No No, No No Ad] SA ADw vwvm n 16715 1$" 1870 1870 1870 1870 :fpg 1$10 1$79 1970 1aT0 1870 P4 flow Rabe, vehlh 3 7 3 1S4 9 243 6 454 Rd 191 571 4 Pc&kHow phew 0.95 0.05 085 M 0.96 096 0.96 095 9-8b 0.85 0.95 ORS Percent Heart' Veh. % 2 2 Z 2 2 2 2 2 2 2 2 2 r,ow,O A 16f 33a 126 373 28 §2.4 401 990 192 477 1195 a Aniv4 On Green 0.33 M 0.33 0.53 0.33 %33 0.09 0.33 0,33 0,09 0.33 0.33 $slFlolv,ush4r 240 I0,24. 31a f3g4 86 16Sa 1781 2s9r 561 1781 mi S Grp volume(v), vshlh 13 0 8 173 ,, 0 243 6 288 270 197 280 285 *M%at H04% jMrNLn 104a 0 0 14Y9 0 f$b i753 v77 1771 iw 1177 im 0 Sarvo(g-s), s 0.0 0.0 0.0 4.7 0.0 6-8 01 &S &S 3.$ 5-a 6.$ CY.;a0Clvartg_o1.3 0.3 0.0 00 5.0 10 0 0J. 08,8 39 138 6.8 Prop In Lana 0.23 0.23 0-05 19R 1.00 0.31 1A0 0-01 Lane Grp t:aoic.' vh 94 a 0 301 9 624 46, 0? 5o5 a;r! sar 616 VIC Ratlo(X) 0.02 0.00 0.01 0.29 0.00 0.46 0.01 0.48 0-46 0.41 0.48 0.48 Avall U* af. velvh 8xd 0 u 601 0 524 467 687 5$6 417 667 6J5 HcmPbfOru RACs 1A0 1-00 1.06 1A0 1A0 1.00 im Im 1.00 fAo 1.00 1.00 llos]rapm F9Ib@ ) 1.00 0-OC o;00 1.00 0:00 1.00 1-00 1A0 I 100 1A0 1.00 Uniform Oefay (d), shah 12.3 0.0 0.0 133 0.0 14.4 9.6 14A 14.4 10.7 14.5 14-5 Irpr OeWy td2y,.�ran. 01 0.0 0.0 1.1 0A t,9 1 0 2.e 26 28 j.6 n tla1 C 0alari[d3J,dvch 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 9A 0.0 0.0 O.o YlgBataQ[Q[Sl1`xl.ref6ln 0' 0.0 0.0 Lb 0U 2.a ar0 25 26 15 28 2.f lens' . Mworoent N1ay. slued L,&p Oeleyfol.ow 12.A 9.0 0.0 r6.' 9.0 17.4 9.0 10.9 :7.0 13A 17 3 v 2 LnGrp LOS 0 A A 8 A 8 A 8 0 a 8 8 Approach YN vandl 13 410 $44 '12 Approach 0oWy. *eh 12.4 16A 15.9 t6.2 AppmO 40S e 9 8 E Pros 0uralkn !G-ORc1. s $.5 22 s 225 9.5 22 5 n S Change Perlod (Y+Rc), s 4.6 1.5 4.5 4.5 43 4.5 Maur Green Selling [nax1 s 5,0 r8.0 10 S.0 18.0 n ,1 Max a ClearTimo{g c+111,a 5.9 &S 2.3 2.1 8.8 8.6 I'mri Ext Time (p, el- or 0.0 40 0.0 d-0 2 r 2 qkdMyfr0lr L Km 6f1. cul udvy F _ HCM 6th LGS a Existing Plus Project PM Synchro 11 Report Page 1 Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12t5f2022 at 13:10:45 LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY, ZND REVISED PRELIMINARY TITLE REPORT ORDER NO.: 7161-3998828, EFFECTIVE OCTOBER 5, 2022. REAL PROPERTY IN THE COUNTY OF JACKSON, STATE OF OREGON, DESCRIBED AS FOLLOWS: PARCELI: BEGINNING AT THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 56IN TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE NORTH 899 S3' WEST ALONG THE SOUTH BOUNDARY WEST ALONG THE SOUTH BOUNDARY OF SAID DONATION LAND CLAIM, 757.4 FEET; THENCE SOUTH 2O0.0 FEET; THENCE SOUTH 439 30' EAST, 470.0 FEET; EAST, 470.0 FEET; THENCE SOUTH 499 30' EAST, 264.4 FEETTO THE SOUTH LINE OF PROPERTY DESCRIBED IN CERTIFICATE TITLE NO. 1040; EAST, 264.4 FEETTO THE SOUTH LINE OF PROPERTY DESCRIBED IN CERTIFICATE TITLE NO. 1040; THENCE SOUTH 899 47' EAST, 598.2 FEET; THENCE NORTH 356.0 FEET; THENCE SOUTH 899 47' EAST, 252.2 FEETTO EAST, 598.2 FEET; THENCE NORTH 356.0 FEET; THENCE SOUTH 899 47' EAST, 252.2 FEET TO EAST, 252.2 FEET TO THE CENTERLINE OF TABLE ROCK MARKET ROAD; THENCE NORTH ALONG THE CENTERLINE OF SAID ROAD, 356.85 FEET TO THE NORTH BOUNDARY OF DONATION LAND CLAIM NO. 58;THENCE NORTH 89953' WESTALONG SAID NORTH WEST ALONG SAID NORTH BOUNDARY OF DONATION LAND CLAIM NO. 58, A DISTANCE OF 618.35 FEET TO THE POINT OF BEGINNING. PARCEL 2: COMMENCING ATTHE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 56, TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE SOUTH 899 50' 10" EAST ALONG THE NORTH LINE 10" EAST ALONG THE NORTH LINE EAST ALONG THE NORTH LINE OF DONATION LAND CLAIM NO. 58, SAID TOWNSHIP AND RANGE, 578.10 FEET; THENCE SOUTH 0203' WEST, WEST, PARALLEL TO AND 10FEET WEST OFTHE WEST LINE OFTABLE ROCK ROAD, 356.81FEET; THENCE NORTH 89947' WEST, 212.50 FEET; THENCE SOUTH 09 03'WEST, 102.0 FEETTO THE TRUE POINT OF BEGINNING; THENCE CONTINUE WEST, 102.0 FEET TO THE TRUE POINT OF BEGINNING; THENCECONTINUE SOUTH 02 03' WEST (RECORD SOUTH) 76.0 FEET TO THE SOUTHWEST CORNER OF TRACT DESCRIBED IN DOCUMENT NO. WEST (RECORD SOUTH) 76.0 FEET TO THE SOUTHWEST CORNER OF TRACT DESCRIBED IN DOCUMENT NO. 71-03949, OFFICIAL RECORDS, JACKSON COUNTY, OREGON; THENCE SOUTH 899 47' EAST, ALONG THE SOUTH LINE OF EAST, ALONG THE SOUTH LINE OF SAID TRACT, 212.50 FEET; THENCE NORTH 09 03' EAST (RECORD NORTH) 76.0 FEET, THENCE NORTH 899 47' WEST, EAST (RECORD NORTH) 76.0 FEET; THENCE NORTH 899 47' WEST, WEST, 212.50 FEET, TO THE TRUE POINT OF BEGINNING. PARCEL3: COMMENCING AT THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 561N TOWNSHIP 37 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, JACKSON COUNTY, OREGON; THENCE SOUTH 899 50' 10" EAST ALONG THE NORTH 10" EAST ALONG THE NORTH EAST ALONG THE NORTH LINE OF DONATION LAND CLAIM NO. 58, SAID TOWNSHIP AND RANGE, 578.10 FEET; THENCE SOUTH 09 03' WEST, WEST, PARALLEL TO AND 10 FEET WEST OF THE WEST LINE OF TABLE ROCK ROAD, 356.81 FEET TO TH E TRUE POINT OF BEGINNING; THENCE NORTH 899 47' WEST, Z12.50 FEET; THENCE SOUTH 09 03' Notes Page 55 Comments summary on <Revised Findings (Attachment B),pdf> Created on 12/5/2022 at 13:10:45 Page 56 WEST 102.00 FEET; THENCE SOUTH WEST, 212.50 FEET; THENCE SOUTH 02 03' WEST 102.00 FEET; THENCESOUTH WEST 102.00 FEET; THENCE SOUTH 899 47' EAST 212.50 FEET TO THE WEST LINE OF TABLE ROCK ROAD; THENCE NORTH 04 03' EAST ALONG SAID WEST EAST 212.50 FEET TO THE WEST LINE OF TABLE ROCK ROAD; THENCE NORTH 02 03' EAST ALONG SAID WEST EAST ALONG SAID WEST LINE, 102.00 FEETTO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL 3 PARCELS ALL THAT PORTION OF THE PROPERTY CONVEYED TO JACKSON COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF OREGON, RECORDED APRIL 06, 2017 AS DOCUMENT NO. 2017-011467. NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 1, 2009. Notes Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 131DAS OR 9.... orLe,lMen,—nt5;e:e a! �,— S.,.70; O,j., DOT. 3n rOregon Notes Page 57 Comments summary on <Revised Findings (Attachment B).pdf> Created on 12/5/2022 at 13:10:45 Page 58 372 W 12A600 372W 12A200 372W 12A400 EISNER LLC GORDON MEDFORD LLC MEDFORD WAREHOUSE INVESTER LL 3634 TABLE ROCK RD ATTN MICHELE DAHLEN HALPERIN JARED/MERITAGE GROUP MEDFORD, OR 97504 277 STEWART RD SW 66 FIELD POINT RD PACIFIC, WA 98047 GREENWICH, CT 66830 372 W 12A501 372W 126201 372W 120211 MEDFORD WAREHOUSE INVESTER LL LTM INC OREGON STATE ELKS ASSOCIATION HALPERIN TARED/MERITAGE GROUP PO BOX 1145 STEVEN MALONE TRUSTEE 66 FIELD POINT RD MEDFORD, OR 97501 7741 GARDEN VALLEY RD GREENWICH, CT 66830 ROSEBURG, OR 97471 372 W 12B212 372W 126213 372W 12B600 TOMCHI OREGON LLC COSTCO WHOLESALE CORPORATION CITY OF CENTRAL POINT WALLACE SJ CHING PROPERTY TAX DEPARTMENT 1287 FINANCE DIRECTOR 6029 S RAINBOW BLVD 999 LAKE OR 140 STHIRD ST LAS VEGAS, NV 89118 ISSAQUAH, WA 98027 CENTRAL POINT, OR 97502 372W 126699 372W 12B70D 372W 12BB00 CITY OF CENTRAL POINT ROGUE RIVER IRRIGATION DIST TABLE ROCK BUSINESS PARK LLC 0 CONNOR LAW 3139 MERRIMAN RD PO BOX 43 670 G ST B CENTRAL POINT, OR 97502 MEDFORD, OR 97501 JACKSONVILLE, OR 97530 372 W 128900 372 W 12 8901 372W 12B902 TABLE ROCK BUSINESS PARK LLC SAVAGE JEAN TRUSTEE ET AL TABLE ROCK BUSINESS PARK LLC PO BOX 43 4279 TABLE ROCK RD PO BOX 43 MEDFORD, OR 97501 CENTRAL POINT, OR 97502 MEDFORD, OR 97501 372 W 128903 372 W 1281000 372W 1283100 CENTRAL POIN I Cl I LANE KCNNCTI I C/GERI L SAVAGE YANCY REV LIV TRUST ET 140 S 3RD SF PO BOX 5137 3634TABLE ROCK RD CENTRAL POINT, OR 97502 CENTRAL POINT, OR 97502 MEDFORD, OR 97504 372W 1201200 372W i2B1300 SAVAGE JEAN TRUSTEE MP FORESTRY INC 4279 TABLE ROCK RD 2941 CRATER LAKE AVE CENTRAL POINT, OR 97502 MEDFORD, OR 97504 Notes PLANNING COMMISSION RESOLUTION NO. 898 A RESOLUTION OF THE PLANNING COMMISSION APPROVING A TWO PARCEL PARTITION TENATIVE PLAN AND LOT CONSOLIDATION AT 3791 TABLE ROCK ROAD (37S 2W 12B TAX LOTS 800, 900 AND 902) (File No: PAR-22001) WHEREAS, the applicant has submitted a tentative plan application to consolidate three (3) existing lots and partition the consolidated lot into two (2) parcels lot partition on 17.57 acres identified on the Jackson County Assessor's map as 37S 2W 126, Tax Lots 800, 900 and 902 in Central Point, Oregon; and WHEREAS, the project site is located in the M-1, Industrial zoning district; and WHEREAS, on December 6, 2022, the City of Central Point Planning Commission conducted a duly -noticed public hearing on the application, at which time it reviewed the Staff Report and heard testimony and comments on the application; and WHEREAS, the Planning Commission's consideration of the application is based on the standards and criteria applicable to land divisions Title 16—Subdivisions, CPMC 17.48, and the M-1 Industrial Zone; and, WHEREAS, after duly considering the proposed tentative plan, it is the Planning Commission's determination that the application complies with applicable standards and criteria as set forth in the Revised Staff Report dated December 6, 2022 ; and WHEREAS, the Planning Commission by a duly seconded motion granted tentative plan approval subject to conditions in the Revised Staff Report dated December 6, 2022 (Exhibit A) and the Findings of Fact and Conclusions of Law (Exhibit B). NOW, THEREFORE, BE IT RESOLVED that the City of Central Point Planning Commission by Resolution No. 8989 hereby approves Tentative Partition Plan and Lot Consolidation, based on the Revised Staff Report dated December 6, 2022 (Exhibit A) and the Applicant's Findings of Fact and Conclusions of Law as amended and incorporated herein by reference. PASSED by the Planning Commission and signed by me in authentication of its passage this Vh day of December 2022. Planning Commission Chair ATTEST. City Representative Planning Commission Resolution No. 898 (12/6/2022) ATTACHMENT "H" Ki inn ey) :i ,b r y 1, To: Mike Kuntz, P.E. County Engineer Jackson County, OR Matt Samitore Public Works Director Central Point, OR From: Devin Moore, P.E., PTOE, RSP2 Kimley-Horn Date: November 21, 2022 Subject: Trip Generation Analysis Proposed Warehouse — 3791 Table Rock Road 4�p PROF 96881 12, oo�k" /NV�' ,,,,, - I q3'� Z `� Per the pre -application conference for this project, the design team was asked to provide the anticipated trip generation for the proposed 85,000 square -foot (SF) warehouse and the proposed lane configuration for the future west leg of Airport Road. As shown in the site plan included in Exhibit A, the project site is located at the northwest corner of Table Rock Road and Airport Road in city of Central Point, Oregon. The site is currently undeveloped. Per client -provided trip generation estimates based on comparable facilities and anticipated operations, the proposed 85,000 SF warehouse is expected to generate 764 daily, 1 AM peak hour, and 35 PM peak hour trips (summarized in Table 1). The client provided trip generation table can be found in Exhibit B.The proposed tenant of this warehouse has shifted the start and end times of their employees and deliveries to be off the typical peak commute hours. As can be seen in Exhibit B, the property's peak hours are not expected to occur between the hours of 7-9 AM or 4-6 PM. Table 1 - Proposed Trip Generation kimley-horn.com 1000 2'� Avenue, Suite 3900, Seattle, VIA 98104 Kimley>»Horn INTERSECTION ANALYSIS Page 2 Traffic Counts Existing AM and PM peak hour turning movement data was field counted in 2022 on Tuesday, October 18, 2022 for the intersection of Table Rock Road and Airport Road. The count data sheets are provided in Exhibit C. Project Traffic The study area street network characteristics, including the existing traffic patterns, expected street network, and access to regional facilities were used to determine the distribution of site generated traffic. 35% of site generated traffic is expected to use Federal Way to access/exit the development while 65% of site generatE-d traffic is expected to use Airport Road to access/exit the development. For inbound project traffic at the intersection of Table Rock Road and Airport Road it is anticipated that 15% would make a southbound right, 35% would travel westbound through, and 15% would turn northbound left. For outbound project traffic it is anticipated that 15% of would turn eastbound left, 35% would travel eastbound through, and 15% would turn eastbound right. Assignment of project traffic was obtained by the developed trip distribution to the estimated total traffic generation in Table 1. The 2022 existing plus traffic volumes were obtained by adding the 2022 existing traffic volumes to the assignment of project traffic. Traffic from Nearby Developments A potion of traffic traveling to and from the Costco and Fed Ex facilities are expected to use the new roadway along Federal Way/Airport Road. Estimates for the Costco were based on the assumptions presented in the Central Point Costco Development Traffic Impact Study prepared by Kittelson and Associates in October of 2015. Based on the weekday PM peak hour traffic assignment we would expect that about 30 outbound trips would utilize the new link along Federal Way/Airport Road. Of those 30 trips, using the trip distribution presented in the Costco Traffic Impact Study, we would expect that 15 of the trips would continue eastbound through along Airport Road and 15 of the trips would make and eastbound right onto Table Rock Road. It is anticipated that there will be 30 PM peak hour inbound trips, with 15 trips making a northbound left onto Airport Road/Federal Way and 15 trips traveling westbound through onto Airport Road/Federal Way. Based on the circulation and access drive options we do not anticipate eastbound north movement from Costco at the intersection of Airport Road and Table Rock Road. For the Fed Ex Facility to the north of our proposed development we estimated the number of trips that are expected based on similar Fed Ex facilities that we have studied in the past. We anticipate that 10 outbound PM peak hour trips would utilize the new link along Federal Way/Airport Road. Of those 10 trips, we would anticipate that 1 of the trips would make and eastbound left onto Table Rock Road, 6 trips would continue eastbound through onto Airport .{'� „/fi � -- ..Fr i17� �Cl�lw�.y 14�41. 4�:•ri41':"��6�i:c�.- Fnl'_ �� •/,�, .. _F.1 � Iyy �7 �1+, r� ,; .� ];i.[; Kimley >Morn Page 3 Road, and 3 trips would turn eastbound right onto Table Rock Road. It is anticipated that there will be 10 PM peak hour inbound trips, with 3 trips making a northbound left onto Airport Road/Federal Way, 6 trips traveling westbound through onto Airport Road/Federal Way, and 1 trip turning southbound right onto Airport Road/Federal Way. Analysis Methodology Although a level of service (LOS) analysis was not required by Jackson County or the City of Central Point an LOS analysis was performed to justify the proposed west leg lane configuration of the Table Rock Road and Airport Road intersection. An LOS intersection analysis was conducted for the 2022 existing plus project scenario to determine the necessary lane configuration for the west leg of the intersection of Table Rock Road and Airport Road due to the project traffic that is expected for the proposed warehousing development. Due to the anticipated AM peak hour traffic generation being one (1) trip and the counted existing AM peak hour volumes being generally lower than the existing PM traffic volumes, only the PM peak hour was analyzed. The expected assignment of project generated traffic was added to the 2022 existing traffic volumes and the expected traffic from the Costco Fed Ex facilities to represent the estimated traffic conditions when the project was to be fully developed in 2022. As the west leg of Airport Road is expected to be constructed at the time the proposed warehouse is to be constructed, different lane configurations were tested using Synchro 11 to determine what lane configuration on the west leg resulted in acceptable LOS. In Scenario 1 an exclusive eastbound right turn lane was considered with a shared eastbound through/left lane. The signal in Scenario 1 was pretimed with permitted/protected northbound/southbound left turn phasing, with no actuation. In Scenario 2 an exclusive eastbound right turn lane was considered with a shared eastbound through/left lane. The signal in Scenario 2 was actuated with permitted/protected northbound/southbound left turn phasing. In Scenario 3 an exclusive eastbound and westbound left turn lane was considered with a shared eastbound through/right lane. The signal in Scenario 3 was pretimed with permitted/protected northbound/southbound left turn phasing, with no actuation. In Scenario 4 exclusive eastbound and westbound left turn lanes were considered with a shared eastbound through/right lane. In Scenario 4 permitted/protected phasing for all left turns was used with actuated signal timing. In Scenario 5 a shared eastbound left/through/right lane was considered. The signal in Scenario 5 was pretimed with permitted/protected north bound/southbound left turn phasing, with no actuation. Key Intersection Operational Analysis Calculations for the LOS at the study intersection are provided in Exhibit D. To ensure that the optimal lane configuration and control is recommended, multiple lane configurations and 1000 211' Avenue, Suite 3900, Seattle, WA 98104 i Page 4 signal phasing options were analyzed. It should be noted that the cycle length and splits for the intersection of Table Rock Road and Airport Road were optimized using Synchro 11 when calculating the LOS. The results of the LOS Analysis are summarized in Table 2. Table 2 —Peak Hour LOS Analysis Results � • 1 Table Rock Road and Airport Road 1 Scenario 1 16.4 (B) Scenario 2 12.0 (B) Scenario 3 16.7 (B) Scenario 4 15.5 (B) Scenario 5 16.4 (B) "Note that AM scenarios are not analyzed in this report due to the low number of trips expected to be generated in the AM peak hour. As shown in Table 2 the study intersection was calculated to operate at an acceptable LOS in all five (5) scenarios, but Scenario 2 resulted in the lowest calculated delay. PROPOSED LANE CONFIGURATION Based on the calculated LOS for each of the scenarios it is recommended that the west leg be constructed with one shared eastbound through/left lane, one exclusive right turn lane (providing at least 100 feet of storage), and one westbound receiving lane (configuration in Scenario 2). Additionally, it is recommended that the extension of Airport Road and Federal Way be constructed with one travel lane in each direction. If the signal is not already actuated, it is recommended that the county actuate the signal. It should be noted that all scenarios and configurations analyzed provide acceptable LOS and could be considered by the County. Please contact me at 702-553-4869 or Devin_Moore _kimley-horn.corn should you have any questions regarding this analysis. Sincerely, Devin Moore, F -L, PTOE, RSP2 Project Engineer Exhibit A — Site Plan Exhibit B — Client Provided Trip Generation Table Exhibit C — Traffic Counts Exhibit D — LOS Calculations and Signal Timing Sheets kPm7 horn.com 1000 2-' Avenue, Suite 3900, Seattle, WA 98104 Exhibit B - Client Provided Trip Generation Table Exhibit C - Traffic Counts aftas ALL TRAFFIC DATA SERVICES (303) 216-2439 www.alltrafficdata.net Location: 1 TABLE ROCK RD & AIRPORT RD AM Date: Tuesday, October 18, 2022 Peak Hour: 07:30 AM - 08:30 AM Peak 15-Minutes: 07:45 AM - 08:00 AM Peak Hour - Motorized Vehicles (710) 403 0.92 397 (729) arRPOR'RO � o N f d (T, o 1J 1 L Ij 117 4 4-- N � 202 0 �2 025 J w 0.W 83 0 7& 1 ,y ° -� s r -.# 284 �s 1 r� 0 (484) � N m w aRReRTr�o 0 -ABLE ROCK RD I i (612) 356 089 435 (815) Note: Total study counts contained in parentheses. Peak Hour - Bicycles *_0 0 —1 0�4 * O Z � N� `0 o d 0.Jw E 0-0 0 0 r1 1 a c O o 0 4-0 0. Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles AIRPORT RD AIRPORT RD TABLE ROCK RD TABLE ROCK RD Interval Eastbound Westbound Northbound Southbound Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Ric 7:00 AM 0 0 0 0 0 9 0 8 0 0 53 21 0 17 40 7:15 AM 0 0 0 0 0 14 0 7 0 0 89 39 0 26 54 730 AM 0 0 0 t 0 11 1 0 8' 38 0 26 78 7 45 AM 0 0 0 0 0 21 1 35 70 52 0 31 73 8:00 AM 0 0 0 3 34 _ 34 G 535 0 42 68 8.5 AM 0 0 0 0 ! 7 0 29 0 i -8 28 0 32 53 8:30 AM 0 0 0 0 0 15 0 20 0 1 60 19 0 28 59 8:45 AM 0 0 0 1 0 9 0 21 0 0 74 24 0 26 55 Count Total 0 0 0 2 0 130 2 173 0 3 556 256 0 228 480 Peak Hour 0 0 0 1 0 83 2 117 0 2 280 153 0 131 272 Rolling Pedestrian Crossings It Total Hour West East South North 1 149 917 0 0 0 0 0 229 1.032 0 0 0 0 0 255 i 041 0 0 0 0 0 284 988 0 0 0 0- 0 264 915 0 6 0 0 238 r0 0 202 0 0 0 0 1 211 0 0 0 0 2 1.832 0 0 0 0 0 1,041 0 0 0 0 C:+.j ALL TRAFFv OAFA SERVIC" (303) 216-2439 www.alitrafficdata.net Location: 1 TABLE ROCK RD & AIRPORT RD PM Date: Tuesday, October 18, 2022 Peak Hour: 04:00 PM - 05:00 PM Peak 15-Minutes: 04:30 PM - 04:45 PM Peak Hour - Motorized Vehicles (1,371) 729 097 663 (1,261) tt TABLE ROCK RD A RPORT RD I 7 L (4) o ZJ >L 231 (742) 2 +~ W 1 N �0 0A2 2 0-95 E r 156 0.94 4 pp r�S ..* 269 (5) 1 �+ ,'1 1 t 1 0 (520) p N w o AIRPORT RC TAB'_' RD CK RD 1 1 (1,308) 699 0.89 513 (975) Note: Total study counts contained in parentheses. Peak Hour - Bicycles 4-0 0—* t 0'J IML UL4 t o 0-1W E 0 a 0 t 0,n 1 t rC-a t p O 8 C 0 --J 4—° Peak Hour - Pedestrians 1...0 0--* j II� 1 o w -N n 1 S 1 0 4-0 0-0 Traffic Counts - Motorized Vehicles AIRPORT RD AIRPORT RD Interval Eastbound Westbound Start Time U-Turn Left Thru Right U Turn Left Thru Right 4:00 PM 0 i 0 9 16 U 53 4:' 5 PM i u 3 69 C 0 0 38 0 60 4 45 PM 0 0 0 0 0 37 0 49 5:00 PM 0 1 0 0 0 34 0 70 5:15 PM 0 0 0 0 0 48 0 40 5:30 PM 0 0 0 0 0 40 0 55 5:45 PM 0 0 0 0 0 27 1 40 Count Total 0 2 2 1 0 305 1 436 Peak Hour 0 1 2 1 0 156 0 231 TABLE ROCK RD Northbound TABLE ROCK RD Southbound U-Turn Left Thru Right 0 55 13', n 0 45 133 P. 0 4 138 0 0 36 140 0 0 38 127 0 1 50 111 1 0 39 115 0 1 52 107 0 2 366 1.002 1 0 187 542 Rolling Total Hour 421!633"_ 404 1 502 430 1,57i 376 1500 390 1,460 373 359 338 3,093 0 11633 Pedestrian Crossings West East South North , _ ,) �' 0 0 0 0 0 0 0 n 0 1 0 1 0 2 0 2 0 1 0 0 0 0 0 0 0 4 2 3 0 0 2 0 0 U-Turn Left Thru Right 0 Z 23 L 08 11 0 0 125 19 3 0 87 27 0 0 102 18 0 0 104 18 0 0 94 16 0 0 90 20 0 2 821 152 0 2 431 80 Exhibit D d LOS Calculations+ Timing Sheets Timings Scenario 1 1: Table Rock Road & Airport Road Lane Group EsL EBt tBR WBL WBT WBR NBL NBT S8L SBT Lane Configurations 4 r 14 r +1 t F, Traffic Volume (vph) 4 28 21 156 30 231 24 431 187 542 Future Volume (vph) 4 28 21 156 30 231 24 431 187 542 Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 8 2 6 Detector Phase 4 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 225 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 9.5 22.5 10.0 23.0 Total Split (%) 40.9% 40.9% 40.9% 40 9% 40.9% 40.9% 17.3% 40.9% 18.2% 41.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4 5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Max Max Max Act Effct Green (s) 18.0 18.0 18.0 18.0 23.0 18.0 24.0 18.5 Actuated g/C Ratio 0.33 0.33 0.33 0.33 0.42 0.33 0.44 0.34 v/c Ratio 0.06 0.04 0.44 0.36 0.06 0.46 0.47 0.48 Control Delay 13.1 0.1 18.3 4.1 7.4 15.1 12.0 16.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.1 0.1 18.3 4.1 7.4 15.1 12.0 16.1 LOS B A B A A B B B Approach Delay 7.9 10.4 14.7 15.1 Approach LOS A B B B Intersection Summary Cycle Length: 55 Actuated Cycle Length: 55 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Table Rock Road & Airport Road 01 � �? 'R' -6*04 05 '' 06 fRi 08 Existing Plus Project PM Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary Scenario 1 1: Table Rock Road & Airport Road II Movemerd E& EBT EBR WK WBT WBR NBL NBT NBR SBL 5B7 5BR Lane Configurations 4 r 4 r fl i• Traffic Volume (veh/h) 4 28 21 156 30 231 24 431 80 187 542 5 Future Volume (veh/h) 4 28 21 156 30 231 24 431 80 187 542 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 29 22 164 32 243 25 454 84 197 571 5 Peak Hour Factor 0.95 0.95 0.95 0.95 095 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 104 560 519 494 86 519 470 981 180 488 1214 11 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.09 0.33 0.33 0.10 0.34 0.34 Sat Flow, veh/h 93 1712 1585 1142 263 1585 1781 2997 551 1781 3610 32 Grp Volume(v), veh/h 33 0 22 196 0 243 25 268 270 197 281 295 Grp Sat Flow(s),veh/h/In 1806 0 1585 1406 0 1585 1781 1777 1771 1781 1777 1865 Q Serve(g_s), s 0.0 0.0 0.5 5.4 0.0 6.7 0.5 6.6 6.7 3.9 6.9 6.9 Cycle 0 Clear(g_c), s 0.7 0.0 0.5 6.1 0.0 6.7 0.5 66 6.7 3.9 6.9 6.9 Prop In Lane 0.12 1.00 0.84 1.00 1.00 0.31 1.00 0.02 Lane Grp Cap(c), veh/h 664 0 519 580 0 519 470 582 580 488 598 627 VIC Ratio(X) 0.05 0.00 0.04 0.34 0.00 0.47 0.05 0.46 0.47 0.40 0.47 0.47 Avail Cap(c_a), veh/h 664 0 519 580 0 519 470 582 580 488 598 627 HCM Platoon Ratio 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(1) 1,00 0.00 1.00 1.00 0.00 1,00 1 00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.7 0.0 12.6 14.5 0.0 14.7 9.8 14.7 14.7 10.7 14.4 14.4 Incr Delay (d2), s/veh 0.1 0.0 0.2 1.6 0.0 3.0 0.2 2.6 2.7 2.5 2.6 25 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(501fo),vehlln 0.3 0.0 0.2 1.8 0.0 24 0.2 25 2.6 1.5 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.8 0.0 128 16.1 0.0 17.7 10.0 17.3 17.4 13.1 17.0 16.9 LnGrp LOS B A B B A B B B B B B B Approach Vol, veh/h 55 439 563 773 Approach Delay, s/veh 12.8 17.0 17.0 16.0 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 6 Phs Duration (G+Y+Rc), s 10.0 22.5 22.5 9.5 23.0 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 18.0 18.0 5.0 18.5 18.0 Max Q Clear Time (g_c+11), s 5.9 8.7 2.7 2.5 8.9 8.7 Green Ext Time (p-c), s 0.0 2.0 0.1 0.0 2.2 1.3 Intersection Silmnlai HCM 6th Ctrl Delay 16.4 HCM 6th LOS B Existing Plus Project PM Synchro 11 Report Page 2 Timings Scenario 2 1: Table Rock Road & Airport Road -. 4___ 4-- 4\ T 140. 1 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases EBL 4 4 Perm EST *' 28 28 NA 4 EBR f 21 21 Perm WBL 156 156 Perm WBT 4 30 30 NA 8 WBR r 231 231 Perm NBL 24 24 pm+pt 5 NBT +T# 431 431 NA 2 SBL 187 187 pm+pt 1 SST � 542 542 NA 6 Permitted Phases Detector Phasp 4 4 4 4 4 8 8 8 8 8 2 5 2 6 1 6 Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 22.5 Total Split (s) 22.5 Total Split (%) 40.9% Yellow Time (s) 3.5 All -Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summe Cycle Length: 55 Actuated Cycle Length: 48,1 Natural Cycle: 55 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 10.8 Intersection Capacity Utilization 53 0% Analysis Period (min) 15 5.0 5.0 5.0 5.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 40 9% 40.9% 40.9% 40.9% 3.5 3.5 3.5 3.5 1,0 1.0 1.0 1 0 0.0 0.0 0.0 4.5 4.5 4.5 None 12.2 0.25 0.07 13.8 0.0 13.8 B 8.3 A None None 12.2 0.25 0.04 0.2 0.0 0.2 A Rn;iH None 12.2 0.25 056 22.7 0.0 22.7 C 12.9 B 5.0 22.5 22.5 40 9% 3.5 1.0 0.0 4.5 None 12.2 0.25 042 4.9 0.0 4.9 A 5.0 5.0 95 22.5 9.5 22.5 17 3% 40.9% 3.5 3.5 1.0 1,0 0.0 0.0 4.5 4.5 Lead Lag Yes Yes None Max 230 19.2 0.48 0.40 005 0.38 6.6 12.2 0.0 0.0 6.6 12.2 A B 12.0 B Intersection LOS: B ICU Level of Service A 5.0 9.5 10.0 18.2% 3.5 1.0 0.0 4.5 Lead Yes None 26.1 0.54 0.39 9.1 0.0 91 A 5.0 22.5 23.0 41.8% 3.5 1.0 0.0 4.5 Lag Yes Max 25.1 0.52 0.31 8.9 0.0 8.9 A 8.9 A Existing Plus Project PM Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary Scenario 1: Table Rock Road & Airport Road -.4 --1' --v w-- } I I i Movement EBL. EBT ERR WK WBT WBR 1,IBL Ni3T NBR SBL SBT SBR Lane Configurations 4 4 r tT�) ft Traffic Volume (veh/h) 4 28 21 156 30 231 24 431 80 187 542 5 Future Volume (veh/h) 4 28 21 156 30 231 24 431 80 187 542 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 29 22 164 32 243 25 454 84 197 571 5 Peak Hour Factor 0.95 0,95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 102 378 340 381 55 340 512 1174 216 580 1668 15 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.03 0.39 0.39 0.10 0.46 0.46 Sat Flow, veh/h 64 1762 1585 1108 255 1585 1781 2997 551 1781 3610 32 Grp Volume(v), veh/h 33 0 22 196 0 243 25 268 270 197 281 295 Grp Sat Flow(s),veh/h/In 1826 0 1585 1363 0 1585 1781 1777 1771 1781 1777 1865 Q Serve(g_s), s 0.0 0.0 0.5 5.6 0.0 6.5 0.4 5.0 5.0 2.8 4.6 4.6 Cycle Q Clear(g_c), s 0.6 0,0 0.5 6.2 0.0 6.5 0.4 5.0 5.0 2.8 4.6 4.6 Prop In Lane 0.12 1.00 0.84 1.00 1.00 0.31 1.00 0.02 Lane Grp Cap(c), veh/h 479 0 340 436 0 340 512 696 694 580 821 862 V/C Ratio(X) 0.07 0.00 0.06 0.45 0.00 0.72 0.05 0.38 0.39 0.34 0.34 0.34 Avail Cap(c_a), veh/h 785 0 621 688 0 621 653 696 694 615 821 862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1,00 1.00 0.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.4 0.0 14.4 16.8 0.0 16.7 7.8 10.0 10.0 6.7 7.9 7.9 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.7 0.0 2.8 00 1.6 16 03 1.1 1 1 Initial Q Delay(d3),s/veh 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ileBackOfQ(50%),veh/In 0.3 0.0 0.2 1.6 0.0 2.2 01 1-6 17 0.7 14 14 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.5 0.0 14.5 17.5 0.0 19.6 7.9 11.6 11.7 7.1 9.0 9.0 LnGrp LOS B A B B A B A B B A A A Approach Vol, veh/h 55 439 563 773 Approach Delay, s/veh 14.5 18.6 11.5 8.5 Approach LOS B B B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 91 22.5 14.3 5.9 25.7 14.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 18.0 18.0 5.0 185 18.0 Max Q Clear Time (g_c+I1), s 4.8 7.0 2.6 2.4 6.6 8.5 Green Ext Time (p-c), s 0.0 2.2 0 1 0.0 2.4 1.3 Intersection Summary HCM 6th Ctrl Delay 12.0 HCM 6th LOS B Existing Plus Project PM Synchro 11 Report Page 2 Timings 1: Table Rock Road & Airport Road j- .-- 4\ r \1' I Lane Group E6L EBT WBL WBT NBL NBT SBL $BT Lane Configurations T 1 +T, Vi tl� Traffic Volume (vph) 4 28 156 30 24 431 1S7 542 Future Volume (vph) 4 28 156 30 24 431 187 542 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 95 22.5 95 22,5 Total Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 10.0 23.0 Total Split (%) 40 9% 40.9% 40.9% 40 9% 17 3% 40 9% 18.2% 41.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 10 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Max Act Effct Green (s) 18.0 180 18.0 18.0 23.0 18.0 24.0 18.5 Actuated g/C Ratio 0.33 0.33 0.33 0.33 0.42 0.33 0.44 0.34 vlc Ratio 0.01 0.09 0.37 0.40 0.06 046 0,47 0,48 Control Delay 12.8 92 17.2 5.2 7.4 15.1 12.0 16.1 Queue Delay 0.0 0.0 0.0 00 0.0 0.0 00 0.0 Total Delay 12.8 9.2 17.2 5.2 7.4 15.1 12.0 16.1 LOS B A B A A B B B Approach Delay 9.5 9.7 14.7 15.1 Approach LOS A A B B Intersection Summary Cycle Length: 55 Actuated Cycle Length: 55 Offset: 10 (18%). Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 13.5 Intersection LOS: B Intersection Capacity Utilization 51.9% ICU Level of Service A Analysis Period (min) 15 ;pails and Phases: 1: Table Rock Road & Airport Road 11001 1021R l.s 4\ 05 06 rR1 08 Existing Plus Project PM Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary Scenario 3 1: Table Rock Road & Airport Road ,,# --I, 4-- 4'� 4\ t A, \1' * 41 Movement EBL '� 4 4 0 1.00 1,00 EBT 1 28 28 0 1.00 EBR 21 21 0 1.00 1.00 WBL 156 156 0 1.00 1.00 WBT 1 30 30 0 1,00 WBR 231 231 0 1.00 1.00 NBL 24 24 0 1.00 1.00 NBT 0 431 431 0 1.00 NBR 80 80 0 1.00 1.00 SBL 187 187 0 1.00 1.00 SBT t1t-1 542 542 0 1.00 SBR 5 5 0 1.00 '� .Oc Lane Configurations Traffic Volume (vehlh) Future Volume (vehlh) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus Adj Work Zone On Approach Adj Sat Flow, vehlhlln Adj Flow Rate, vehlh Peak Hour Factor Percent Heavy Veh, % Cap, vehlh Arrive On Green Sat Flow vehlh Grp Volume(v), vehlh Grp Sat Flow(s),vehlhlln Q Serve(g_s), s Cycle Q Clear(g _c), s Prop In Lane Lane Grp Cap(c), vehlh VIC Ratio(X) Avail Cap(c_a), veh1h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), slveh Incr Delay (d2), slveh Initial Q Delay(d3),slveh %ile BackOfQ(50%),vehlln Unsig. Movement Delay, slveh LnGrp Delay(d),,slveh LnGrp LOS Approach Vol, veh/h Approach Delay, slveh Approach LOS Timer - Assi ned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+l l ), s Green Ext Time (p c), s Intersection Sunmia HCM 6th Ctrl Delay HCM 6th LOS No No No No 1870 1870 1870 1870 1870 1870 1870 1970 1870 1870 1870 1870 4 29 22 164 32 243 25 454 84 197 571 5 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 2 2 2 2 2 2 2 2 2 2 2 2 340 323 245 546 61 467 470 981 180 488 1214 11 0.33 0.33 0.33 0,33 0.33 0.33 0.09 0.33 0.33 0.10 0.34 0.34 1104 987 749 1354 188 1426 1781 2997 55" 1781 3610 32 4 0 51 164 0 275 25 268 270 197 281 295 1104 0 1736 1354 0 1614 1781 1777 1771 1781 1777 1865 0.2 0.0 1.1 5.3 0.0 7.6 0.5 6.6 6.7 3.9 6.9 6.9 7.8 00 1.1 6.4 0.0 7.6 0.5 6.6 6.7 3.9 6.9 6.9 1.00 0.43 1.00 0.88 1.00 0,31 1,00 0.02 340 0 568 546 0 528 470 582 580 488 598 627 0.01 0.00 0.09 0.30 0.00 0.52 0.05 0.46 0.47 0.40 0.47 0.47 340 0 568 546 0 528 470 582 580 488 598 627 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 100 1,00 1.00 1.00 1.00 18.1 0.0 12.8 15.0 0.0 15.0 9.8 14.7 14.7 10.7 14.4 14.4 0.1 0.0 0.3 14 00 3.6 02 2.6 27 2.5 26 2.5 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.6 0.0 2.8 0.2 2.5 26 15 2.6 2.7 18.2 0.0 131 16.4 0.0 18.6 10.0 17.3 17.4 13.1 17.0 16.9 B A B B A B B B B B B B 55 439 563 773 13.5 17.8 17.0 16.0 B B B B 1 2 4 5 6 8 10.0 22.5 22.5 9.5 23.0 22.5 4.5 4.5 4.5 4.5 4.5 4.5 5.5 18.0 18.0 5.0 18.5 18.0 5.9 8.7 9.8 2.5 8.9 9.6 0.0 2.0 01 0.0 2.2 14 16.7 B Synchro 11 Report Existing Plus Project PM Page 2 Timings Scenario 4 1: Table Rock Road & Airport Road --A --,, 'r 4--- 4\ t II t Lane Group EBL EB'F WBL WBT NBL NBT SBL SBT Lane Configurations T T* +�: ' Traffic Volume (vph) 4 28 156 30 24 431 187 542 Future Volume (vph) 4 28 156 30 24 431 187 542 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 225 9.5 22.5 Total Split (s) 9.5 22.5 9.5 22.5 9.5 22.8 10.2 23.5 Total Split (%) 14 6% 34.6% 14.6% 34.6% 14.6% 35.1% 15.7% 36.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 10 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 45 45 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max None Max Act Effct Green (s) 10.0 7.5 11.7 10.9 23.1 19.3 26A 25.5 Actuated g/C Ratio 0.20 0.15 0.24 0.22 0.47 0.39 0.54 0.52 vlc Ratio 0.01 0 18 0.51 0.50 005 0.39 0.40 031 Control Delay 12.5 15.4 21.2 7.8 7.9 13.4 10.4 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 Total Delay 12.5 15.4 21.2 7.8 7.9 13.4 10.4 9.8 LOS B B C A A B B A Approach Delay 15.2 12.8 13.2 9.9 Approach LOS B B B A Intersection Summary Cycle Length: 65 Actuated Cycle Length: 48.9 Natural Cycle: 65 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 51.9% ICU Level of Service A Analysis Period (min) 15 Solits and Phases: 1: Table Rock Road & Airaort Road 01 03 �iO3 "P34 - f F 05 # 06 07 08 Existing Plus Project PM Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary Scenario 4 1: Table Rock Road & Airport Road --, -*--- *�- t --. myewt C.BL EST EBR Wt3L yVBT WBR NBL NBT NSR 5BL SBT 5BR Lane Configurations 21 156 30 231 24 +T' 431 80 187 542 5 Traffic Volume (vehlh) 4 4 28 28 21 156 30 231 24 431 80 187 542 5 Future Volume (vehlh) 0 0 0 0 0 0 0 0 Initial Q (Qb), veh Ped-Bike Adj(A_pbT) 0 1.00 0 0 1.00 0 1.00 1.00 1.00 1.00 1.00 1.0N00 1.00 100 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 100 o Work Zone On Approach 1870 No 1870 1870 1870 No 1870 1870 1870 No 1870 1870 1870 1870 1870 Adj Sat Flow, vehlhlln 4 29 22 164 32 243 25 454 84 197 571 5 Adj Flow Rate, vehlh 0.95 0.95 095 095 0.95 0.95 0.95 095 0,95 095 0.95 0.95 Peak Hour Factor 2 2 2 2 2 2 2 2 2 2 Percent Heavy Veh, % 2 204 2 125 95 438 40 307 440 1028 189 506 1490 13 Cap,vehlh Arrive On Green 0.01 0.13 0.13 0.09 0.22 0.22 0.03 0.34 0.34 0.10 1781 0.41 3610 0.41 32 Sat Flow, vehlh 1781 987 749 1781 188 1426 1781 2997 551 270 197 281 295 Grp Volume(v), vehlh 4 0 51 1736 664 1781 0 0 275 1614 25 1781 268 1777 1771 1781 1777 1865 Grp Sat Flow(s),vehlhlln 1781 0.1 0 0.0 1.4 4.0 0.0 8.6 0.5 6.2 6.3 3.6 5.9 5.9 Q Serve(g_s), s Cycle Q Ciear(g c), s 0 1 0.0 1.4 4.0 0.0 8.6 0.5 6.2 6.3 3.6 1.00 5.9 5.9 0.02 Prop In Lane 1.00 0.43 1.00 438 0 0.88 348 1.00 440 610 0.31 608 506 733 770 Lane Grp Cap(c), veh(h 204 0.02 0 0.00 220 0.23 0.37 0.00 0.79 0.06 0.44 0.44 0.39 0.38 0.38 V1C Ratio(X) Avail Cap(c_a), vehlh 362 0 586 438 0 545 555 610 608 520 1.00 733 1.00 770 1.00 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) Uniform Delay (d), slveh 1.00 20.3 0.00 0.0 20.9 16.3 0.0 19.8 10.7 13.6 13.6 9.3 10.9 10.9 14 Incr Delay (d2), s/veh 0.0 0.0 0.5 0.5 00 42 0.1 0.0 2.3 0.0 2.3 0.0 0.5 0.0 1.5 0.0 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 1.4 0.0 0.0 0.0 3 1 0.2 23 24 1 0 2.0 2 1 %ile BackOfQ(50%),vehlln 0.0 0.0 0.6 Unsig. Movement Delay, slveh 20.3 0,0 21.5 16.8 0.0 24 0 10.8 15.8 15.9 9.8 12.4 12.4 LnGrp Delay(d),slveh B A C B B B A B LnGr LOS C A C 439 563 773 Approach Vol, vehlh 55 21.3 15 7 11.7 Approach Delay, slveh 21.4 B B Approach LOS C C Timer - Assigned Phs i 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.8 22.8 9.5 113 6.0 26.5 4.8 16.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.7 18+3 5.0 180 5.0 19.0 5.0 18.0 Max Q Clear Time (g_c+l1), s 5.6 8.3 6.0 3.4 2.5 7.9 2.1 10.6 Green Ext Time (p_c), s 0.0 2.1 0.0 0 1 0.0 2.4 0.0 0.9 Intersection Sumrnar HCM 6th Ctrl Delay 15.5 HCM 6th LOS B Synchro 11 Report Existing Plus Project PM Page 2 Timings Scenario 5 1: Table Rock Road & Airport Road Lane. CBI. EBT WBL WBT WBR 149L NBT 89L SBT Lane Configurations *T r tl + Traffic Volume (vph) 4 28 156 30 231 24 431 187 542 Future Volume (vph) 4 28 156 30 231 24 431 187 542 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 10.0 23.0 Total Split (%) 40.9% 40.9% 40.9% 40.9% 40.9% 17.3% 40.9% 18.2% 41.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag, Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Max Max Act Effct Green (s) 18.0 18.0 18.0 23.0 18.0 24.0 18.5 Actuated g/C Ratio 0.33 0.33 0.33 0.42 0.33 0.44 0.34 v/c Ratio 0.09 0.45 0.3E 0.06 0.46 047 0.48 Control Delay 9.5 18.5 4.1 7.4 15.1 12.0 16.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 18.5 4.1 7.4 15.1 12.0 16.1 LOS A B A A B B B Approach Delay 9.5 10.5 14.7 15.1 Approach LOS A B B B Intersection Summary Cycle Length: 55 Actuated Cycle Length: 55 Offset: 10 (18%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Table Rock Road & Aironrt Road Existing Plus Project PM Synchro 11 Report Page 1 Scenario HCM 6th Signalized Intersection Summary 1: Table Rock Road & Airport Road Mav I - , EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL R T S$R Lane Configurations 4 28 21 156 4 30 r 231 24 0 431 80 187 542 5 Traffic Volume (vehlh) 4 4 28 21 156 30 231 24 431 80 187 5422 Future Volume (veh/h) 0 0 0 0 0 0 0 0 Initial Q (Qb), veh Ped-Bike Adj(A_pbT) 0 1.00 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00o 1.00 1,00 Parking Bus, Adj 1.00 1.00 1.00 100 1.00 1,00 100 1.00 No Work Zone On Approach 1870 No 1870 1870 1870 No 1870 1870 1870 1870 1870 1870 1870 1870 Adj Sat Flow, veh/h/In 4 29 22 164 32 243 25 454 84 197 571 5 Adj Flow Rate, veh/h Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 095 0.95 0.95 2 095 Percent Heavy Veh, % 2 82 2 326 2 225 2 505 2 88 2 519 2 470 2 981 2 180 2 488 1214 11 Cap, veh/h Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.09 0.33 0.33 551 0.10 1781 0.34 3610 0.34 32 Sat Now, veh/h 37 996 688 1175 270 1585 243 1781 25 2997 268 270 197 281 295 Grp Volume(v), veh/h 55 0 0 0 0 196 1445 0 0 1585 1781 1777 1771 1781 1777 1865 Grp Sat Flow(s),veh/hlln 1721 0.0 0.0 0.0 4.3 0.0 6.7 0.5 6.6 6.7 3.9 6.9 6.9 Q Serve(g_s), s Cycle Q Clear(g_c) s 1.2 0.0 0.0 5.5 00 6.767 6.6 6 7 0.31 3 9 1.00 6.9 0.02 Prop In Lane 0.07 0.40 0 0.84 593 0 1.00 519 1.00 470 582 580 488 598 627 Lane Grp Cap(c), veh/h 633 0.09 0 0.00 0.00 0.33 0.00 0.47 0.05 0.46 0.47 0.40 0.47 0.47 VIC Ratio(X) Avail Cap(c_a), vehlh 633 0 0 593 0 519 470 582 580 1.00 488 1.00 598 1.00 627 1.00 HCM Platoon Ratio 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 100 Upstream Filter(I) Uniform Delay (d), slveh 1.00 12.9 0.0 0.0 14.2 0.0 14.7 9.8 14.7 14.7 10.7 14.4 14.4 2.5 Incr Delay (d2), slveh 0.3 0.0 0.0 1.5 00 30 0.0 0.2 0.0 26 0.0 27 0.0 2.5 0.0 2.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 18 0.0 0.0 2.4 0.2 25 26 15 2.6 2.7 °/vile BackOfQ(50%),vehAn 0.5 Unsig. Movement Delay, slveh 0.0 0.0 15.7 0.0 17.7 10.0 17.3 17.4 13.1 17.0 16.9 LnGrp Delay(d),slveh 13.1 B A B B B B B B B LnGrp LOS B A 55 A 439 563 773 Approach Vol, vehlh 13.1 16.8 17 0 16.0 Approach Delay, s/veh B B Approach LOS 6 B Timer Ass, ned Phs 1 2 d 5 6 8 Phs Duration (G+Y+Rc), s 10.0 22.5 22,5 9.5 23.0 22.5 4.5 Change Period (Y+Rc), s 4.5 4.5 4.5 18.0 4.5 5.0 4.5 18.5 18.0 Max Green Setting (Gmax), s 5.5 18.0 8.7 Max Q Clear Time (g_c+l l ), s 5.9 8.7 3.2 2.5 8.9 1.3 Green Ext Time (p-c). s 0.0 2.0 02 0.0 2.2 Intersection Summa HCM 6th Ctrl Delay 16.4 HCM 6th LOS B Synchro 11 Report Existing Plus Project PM Page 2