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HomeMy WebLinkAboutIowa_1485_PA-T1-2024-00232May 15, 2024 Notice of Final Decision On May 14, 2024, the Community Development Director approved the request for the following: Planning Action: PA -TI -2024-00232 Subject Property: 1485 Iowa Street Applicant: Southern Oregon University/Rogue Planning & Development Description: A request for Site Design Review for the renovation of the Southern Oregon University Softball Stadium and a Condition Use Permit for signage. The renovation includes realigning and reconstructing the field to comply with National Collegiate Athletic Association Standards; and proposes several upgrades to the spectator areas, including replacing the prefabricated bleachers with ADA compliant metal bleachers. The request also includes the removal of four trees. COMPREHENSIVE PLAN DESIGNATION: Southern Oregon University District; ZONING: SO; MAP: 39 -1E -IO -CA; TAX LOT: 100. The Community Development Director's decision becomes final and is effective on the 121' day after the Notice of Final Decision is mailed. Approval is valid for a period of 18 months and all conditions of approval identified on the attached Findings are required to be met prior to project completion. The application, all associated documents and evidence submitted, and the applicable criteria are available for review at the Ashland Community Development Department, located at 51 Winburn Way. Copies of file documents can be requested and are charged based on the City of Ashland copy fee schedule. Prior to the final decision date, anyone who was mailed this Notice of Final Decision may request a reconsideration of the action as set forth in the Ashland Land Use Ordinance (ALUO) 18.5.1.050(F) and/or file an appeal to the Ashland Planning Commission as provided in ALUO 18.5.1.050(G). The ALUO sections covering reconsideration and appeal procedures are attached. The appeal may not be made directly to the Oregon. Land Use Board of Appeals. If you have any questions regarding this decision, please contact Jennifer Chenoweth in the Community Development Department at (541) 488-5305. cc: Parties of record and property owners within 200 ft COMMUNITY DEVELOPMENT DEPARTMENT 51 Winburn Way Tel: 541.488.5305 Ashland, Oregon 97520 Fax: 541.552.2050 ashfnnd.or.us TTY: 800.735.2900 ASHLAND PLANNING DIVISION FINDINGS & ORDERS PLANNING ACTION: PA -T1-2024-00232 SUBJECT PROPERTY: 1485 Iowa OWNER/APPLICANT: Rogue Planning & Development Services, agent for owner Southern Oregon University (SOU) DESCRIPTION: A request for Site Design Review and Conditional Use Permit for the renovation of the Southern Oregon University Softball Stadium including new signage. The renovation includes realigning and reconstructing the field to comply with National Collegiate Athletic Association Standards; and proposes several upgrades to the spectator areas, including replacing the prefabricated bleachers with ADA compliant metal bleachers. The request also includes the removal of four trees. COMPREHENSIVE PLAN DESIGNATION: Southern Oregon University District; ZONING: SO MAP: 39-1EW10-CA; TAX LOT: 100 SUBMITTAL DATE: March 27, 2024 DEEMED COMPLETE DATE: April 4, 2024 STAFF APPROVAL DATE: May 14, 2024 DEADLINE TO APPEAL (4:30 p.m.): May 28, 2024 FINAL DECISION DATE: May 29, 2024 APPROVAL EXPIRATION DATE: November 29, 2025 DECISION Proposal The proposal is a request for Site Design Review approval for the renovation of the Southern Oregon University Softball Stadium at the northeast intersection of Wightman Street and Iowa Street at 1485 Iowa Street. The request also includes a Conditional Use Permit for new signage and a tree removal permit to remove four trees that would be within the construction impact area. According to the application, a fifth tree was removed in February 2024 after it was determined to be in danger of immediate collapse. The application states that the requested facility upgrades are consistent with the 2010-2020 Southern Oregon University Master Plan. The field is within the identified `Athletics' zone of the SOU Master Plan, and a reconfiguration is addressed in the plan to consolidate and improve facilities for women's sports. Property Overview The property is zoned Southern Oregon University District (SO) and the surrounding properties are zoned residential. The subject property is split by Iowa Street with the softball field to the north along the north side of Wightman and Iowa Streets. The property to the south contains the parking lot for the football field and stadium. The railroad tracks are to the north. The property is 29.34 acres total with the softball facility encompassing approximately six acres. PA -TI -2024-000232 1485 Iowa/jnc Page I Background Information According to the application, SOU softball is one of the most popular sports with the SOU alumni and community. The softball season begins in early February with a regular season ending in late April. Game times are typically between the hours of 11:00 a.m. and 6:00 p.m. Currently the softball field does not comply with the National Collegiate Athletic Association standards and is proposed to be realigned. The objective is to complete the improvements by late fall 2024. The permitted uses in AMC 18.3,6.030 for the SOU District are as follows: A. Uses permitted outright are all those which are directly related to the educational functions of SOU, provided that such uses are indicated and located in conformance with the adopted and City approved SOU Plan and are greater than 50 feet from privately owned property. B. Wireless Communication Facilities authorized pursuant to chapter 18.4.10 Wireless Communication Facilities. In addition, per AMC 18.3.6.040 the following uses are subject to approval of a conditional use permit, per Chapter 18.5.4: A. Any use, site design, or construction or alteration of same not agreed upon in advance by the City and SOU in the SOU Plan. B. Any use, site design, or construction within 50 feet of privately owned property. C. Any construction over 40 feet in height. D. Wireless Communication Facilities not permitted outright and authorized pursuant to chapter 18.4. 10 Wireless Communication Facilities. Figure 1: NearMap aerial photo taken .lune 15, 2023 for reference. PA -T1-2024-000232 1485 Iowa/jnc Page 2 Site Desi -on Review As noted above in AMC 18.3.6.040.B, any use, site design, or construction within 50 feet of privately owned property" requires a Conditional Use Permit. The softball fields here are approximately 62.5 feet from the privately owned properties across Wightman Street and as such are not subject to Conditional Use Permit review. AMC 18.5.2.020.A.2 provides that any new non-residential structures or additions in any zone, including public buildings, schools, churches, and similar public and quasi -public uses in residential zones requires Site Design Review approval and is subject to review under the approval criteria in AMC 18.5.2 and applicable Site Development and Design Standards under part 18.4. The purpose of Site Design Review is to ensure that the proposed improvements meet the applicable criteria and standards of the code. The Land Use Ordinance regulates the placement, orientation, and design of structures per AMC Chapter 18.4.2. Because the use of this property is an athletic field/stadium, the applicable sections of the code are limited in scope. Per AMC Chapter 18.3.6.030 the use of the property as an athletic field is an outright permitted use because the softball field is directly related to the educational functions of SOU, the field was identified in the city -approved SOU Plan, and the activity is greater than 50 feet from privately -owned property. The Land Use Ordinance regulates the placement, orientation and design of structures per AMC Chapter 18.4.2. Per the application, all proposed structures except for the stadium bleachers and announcer/press box are an average height of 12.4 feet tall. Each proposed structure is less than 1,000 square feet in area. The total area of all proposed structures is 3,403 square feet. The summary of proposed structures and other site work with descriptions are as follows: • The existing stadium bleachers with seating capacity of 500 occupants are proposed to be replaced in the same footprint, height, and capacity with prefabricated ADA -compliant metal bleachers. The submitted plans show the new bleachers to be 980 square feet in area. • A new entry plaza area is proposed. • To the left of the plaza entry area is a proposed 980 square foot structure for new public restrooms and a secure storage area. • The existing eight -foot -wide asphalt walkway connection from the street to the stadium will be replaced with an eight -foot -wide concrete walkway and the addition of a wrought iron arch entrance sign which is similar to the archway outside of historic Churchill Hall on Siskiyou Boulevard. • A new home -side dugout is proposed to be 540 square feet and the new visiting team dugout is proposed to be 410 square feet. • The ticketing and concessions building is proposed to be 493 square feet and approximately 12 feet tall. • A new backstop and foul ball fencing is proposed. The application states that it will not exceed 30 feet in height. • A proposed approximately 200 square foot press box will be located in the bleacher area. • All new buildings are proposed to be constructed of onyx black, smooth face, CMU block with zinc -aluminum metal roofing and black gutters and downspouts. PA -T1-2024-000232 1485 Iowa/jnc Page 3 • The field is proposed to be completely renovated to comply with National Collegiate Athletics Association (NCAA) Standards for Field Play layout which includes spacing and field measurements, lighting, fencing, new artificial turf for the infield, outfield, and bullpens. • The scoreboard is proposed to be relocated to the third base line and upgraded to a video scoreboard. This placement is perpendicular to the adjacent residential area and directed to the athletic zone interior to campus, while the current scoreboard is directed at the residential zone. Additional signage is proposed to include a wall graphic on the concession stand, temporary wind/shade screens with player graphics, an entry archway identifying the field as "SOU Softball", and a logo in the field's turf. • Along the west side of the field, north of the bullpen is a proposed at grade family seating area. • The existing six vehicle paring area access from Iowa Street will be realigned with the field and improved with compacted gravel. There are no changes proposed to the use, location, number of parking spaces, or parking surface. • Four U -rack bicycle parking racks are proposed to be installed adjacent to the entry gates. • New LED field lighting is proposed. The fixtures are not to exceed 40 feet in height, and the lighting is to be down -directed and designed to limit glare at the source. • Four trees (three Raywood ash trees and a Iodgepole pine) are proposed to be removed to accommodate the reorientation of the field. The permit for removal of these trees is included in this approval. • Improved landscaping and irrigation are proposed around the bleachers, new buildings, and disturbed areas. Thirteen trees are proposed to be planted in the work site; six small stature shade trees in the plaza area; and seven street trees along the Iowa frontage. Figure 3 in the Southern Oregon University Master Plan 2010-2020 identifies the subject parcel as an area in the north campus as "athletics" which includes athletic buildings and fields. The first approval criterion for Site Design Review is that "The proposal complies with all of the applicable provisions of the underlying zone (part 18.2), including but not limited to: building and yard setbacks, lot area and dimensions, density and floor area, lot coverage, building height, building orientation, architecture, and other applicable standards. " Staff notes that the subject property is in the SO zone, and the Southern Oregon University (SOU) district is subject to the Campus Master Plan Update for the Southern Oregon University with all conditions added by the Planning Commission and City Council and adopted on June 1, 2010. The athletic field/stadium and associated structures were identified as a use on the subject property. According to the application and preliminary plans, structural setbacks are being met. The second approval criterion is that "The proposal complies with applicable overlay zone requirements (part 18.3)." The property is located within the Wildfire overlay - as is the entire City of Ashland. The proposed structures constructed of steel, cement block, and metal roofs are a good option for this environment. The third approval criterion is that "The proposal complies with the applicable Site Development and Design Standards ofpart 18.4, except as provided by subsection E, below." Below are the applicable site development standards for this proposal. PA -T1-2024-000232 1485 Iowa/jnc Page 4 18.4.2 Building Placement, Orientation, and Design. The application materials explain that the stadium is oriented to Iowa Street by the replacement of a four -foot -wide concrete walkway that will connect to the concession and ticketing buildings and a wrought iron arch entry sign providing for a clear entry into the stadium. All new structures are to be greater than 50 feet from private properties. 18.4.3 Parking, access, and circulation As part of the State of Oregon's new "Climate Friendly & Equitable Communities" rules, the city no longer has minimum parking requirements. However, any parking areas provided must comply with applicable standards including parking maximums, parking lot landscaping and screening, parking area design, and pedestrian connectivity. According to the application, currently there is limited automobile circulation and parking on the property, and an existing gravel parking area provides six vehicular parking spaces that are used only by maintenance vehicles, officials and coaching staff. Authorized vehicles enter through a gated driveway east of the intersection of Wightman and Iowa Streets. The existing parking area and vehicle circulation are proposed to remain unchanged. In addition, four bicycle racks are proposed to be installed. A condition of approval has been added below that bicycle parking shall comply with the standards outlined in AMC 18.4.3.070. 18.4.4 Landscaping, lighting, and screening. The submitted tree protection and landscaping plan meets the requirements as outlined in 18.4.4. Landscaping. Per the application, the following landscape and planting plan is proposed; 1. The proposed lawn area will consist of a low water and shade tolerant xeriscape lawn alternative. 2. Six shade trees will be planted in the plaza area and seven street trees will be planted along Iowa Street. Following conshiuction activities, other disturbed areas around the new buildings and bleachers will be planted with smaller stature trees, shrubs, native grasses, and other ground covers. 3. The existing irrigation system will be upgraded and modified to provide irrigation to newly planted areas. Site Lighting. Per the application, pending funding, new field lighting will be provided with LED pole mounted lights. Most SOU softball games occur during the day; therefore, lighting is only needed seasonally in the evenings as the natural light diminishes. Pole lights will be shielded to minimize light spillover onto adjacent properties. The light poles will be no more than 40 feet in height. The specific lighting chosen by SOU is designed to reduce glare and preserve dark skies. A condition of approval has been added below that all exterior lighting shall be directed on the property and shall not directly illuminate adjacent proprieties. Screening. No new perimeter fencing is proposed along the frontage. Per the application, an existing chain link fence surrounds the stadium area. Existing trees along the Wightman Street frontage provide canopy cover and a screening buffer to the adjacent PA -TI -2024-000232 1485 Towaljnc Page 5 residential homes. Seven large stature trees are proposed to be planted along the Iowa Street ftontage and will provide canopy cover and screening. 18.4.5 Tree Preservation and Protection The application includes a tree protection and preservation plan. Sheet L0.2 identifies 30 trees to be protected onsite with details of tree protection fencing. A condition has been added below that a final landscape, irrigation, and tree protection plans shall be provided for review and approval of the Staff Advisor with the building permit submittals. 18.4.6 Public Facilities The application states that new structures would connect to the existing public facilities serving the softball stadium and that there are no noted deficiencies in the public utilities serving the SOU softball stadium facilities. The following public facilities are served to the subject property: a. Municipal Water Service. An existing City of Ashland waterline and service is within Wightman Street and currently serves the property. b. Sanitary Sewer Service. An existing City of Ashland sanitary sewer line and service is within Wightman Street and currently serves the property. c. Storm Drainage. An existing City of Ashland stormwater drainage line and service is within Iowa Steet and currently serves the property. d. Electric Service. Existing City of Ashland electric service is within Wightman Street and Iowa Street and currently serves the property from both streets. e. Transportation Facilities. There are no changes proposed that would affect transportation. The surrounding streets are improved with curbs and sidewalks. Rogue Valley Transportation District (RVTD) bus stop Route 17 is located near the intersection of Iowa and Wightman Streets. f. Public Safety Services. The subject property is served by Ashland Fire & Rescue's Station 2. Ashland Police Department also provides service to the subject property. Conditional Use Permit 18.4.7 Signs The SOU Master Sign Program was adopted in 1995 with subsequent amendments and is slated for a campus -wide update when the Campus Master Plan is next updated. AMC Chapter 18.4.7.120 states that governmental agencies may apply for a Conditional Use Permit to place a sign that does not conform to this chapter when it is determined that, in additional to meeting criteria for a conditional use, the sign is necessary tofurther that agency's purpose. The application states that a separate Conditional Use Pemit for the SOU softball stadium sign permit program has been submitted to be reviewed concurrently with this application. The application includes plans for the installation of a future video scoreboard, concession stand wall sign (logo), entry archway sign, a stadium bleacher windscreen/shade screen with SOU logo graphics and SOU logo installed in the field turf Per the application, the proposed 287.5 square foot scoreboard would be oriented perpendicular to the adjacent residential homes and would not directly face any residential areas. No adverse impacts are anticipated due to the location, orientation, and vegetation PA -T1-2024-000232 1485 Iowa/jnc Page 6 buffer between the scoreboard and residential homes. The graphics on the bleacher windscreen/shade screen are proposed to be 636 square feet. Staff notes that the use of the property as an athletics facility is permitted in this zone, The proposed video scoreboard is not expected to have adverse effects on the use of the site or surrounding areas due to the limitations on the use self-imposed by the university (used only for softball games 20-30 days per year and only up to four hours on those days, not used at night or during practice, no associated sound system, no use for non -athletic activities such as showing movies), location, orientation of the screen, and vegetation screening between the scoreboard and residences. The proposed signs are consistent with the branding of the university and use as an athletic field. The size of several of the proposed signs are larger than typical signs permitted outright in the land use code. However, the stadium is larger than a typical business and the site provides unique opportunities for public engagement and student athletics. A condition of approval has been added below to require that a comprehensive sign permit application consistent with the proposal herein be developed for the site and submitted for review and approval with the building permit submittals. The fourth criterion for approval is that "The proposal complies with the applicable standards in section 18.4. b Public Facilities and that adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the property and adequate transportation can and will be provided to the subject property." As noted above, the application states that there are no changes to public facilities services. The new construction will be connected to the existing infrastructure. Per the applicant, there have not been any noted deficiencies in the public utilities serving the SOU softball stadium. Public transportation services are provided by RVTD at the intersection of Iowa and Wightman Street. The final approval criterion relates to the exceptions to specific standards. The applicable criteria are as follows "There is a demonstrable difficulty meeting the specific requirements of the Site Development and Design Standards due to a unique or unusual aspect of an existing structure or the proposed use of a site; and approval of the exception will not substantially negatively impact adjacent properties; and approval of the exception is consistent with the stated purpose of the Site Development and Design; and the exception requested is the minimum which would alleviate the difficulty. " There are no exceptions being requested by the applicant. Tree Removal Permit 18.5.7 Tree Removal Permits Per the plan, four trees in the proposed plaza area are proposed for removal. These trees are within the construction footprint. This proposal meets the approval criteria for a Tree That is Not a Hazard as outlined in Chapter 18.5.7.040.B.2. In addition, the application notes that a 45 -inch diameter at breast height black locust tree was removed recently due to observations by a certified arborists that the tree was a hazard and in imminent danger of failure. Staff notes that the proposed landscaping and 13 new trees proposed for planting exceed the minimum mitigation requirements for the loss of the four trees proposed to be removed. PA-Tt-2024-000232 1485 towa/jnc Page 7 Public Comment In accordance with the Land Use Ordinance public notice was mailed to all surrounding properties within 200 feet of the subject property as well as a physical notice posted along the frontage. During the public comment period no written comments were received either in favor or against. Burden of Proof The applicant has submitted materials to the Planning Department to demonstrate compliance with the applicable approval standards for the approvals requested and by their reference these submittals are incorporated here as if set out in full. The criteria for Site Review approval are described in AMC Chapter 18.5.2.050 as follows: An application for Site Design Review shall be approved if the proposal meets the criteria in subsections A, 13, C, and D below. The approval authority may, in approving the application, impose conditions of approval, consistent with the applicable criteria. A. Underlying Zone. The proposal complies with all of the applicable provisions of the underlying zone (part 18.2), including but not limited to: building and yard setbacks, lot area and dimensions, density and floor area, lot coverage, building height, building orientation, architecture, and other applicable standards. B. Overlay Zones. The proposal complies with applicable overlay zone requirements (part 18.3). C. Site Development and Design Standards. The proposal complies with the applicable Site Development and Design Standards of part 18.4, except as provided by subsection E, below. D. City f=acilities. The proposal complies with the applicable standards in section 18.4.6 Public Facilities, and that adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the property, and adequate transportation can and will be provided to the subject property. E. Exception to the Site Development and Design Standards. The approval authority may approve exceptions to the Site Development and Design Standards of part 18.4 if the circumstances in either subsection 1, 2, or 3, below, are found to exist. 1. There is a demonstrable difficulty meeting the specific requirements of the Site Development and Design Standards due to a unique or unusual aspect of an existing structure or the proposed use of a site; and approval of the exception will not substantially negatively impact adjacent properties; and approval of the exception is consistent with the stated purpose of the Site Development and Design; and the exception requested is the minimum which would alleviate the difficulty; or 2. There is no demonstrable difficulty in meeting the specific requirements, but granting the exception will result in a design that equally or better achieves the stated purpose of the Site Development and Design Standards; or 3. There is no demonstrable difficulty in meeting the specific requirements for a cottage housing development, but granting the exception will result in a design that equally or better achieves the stated purpose of section 18.2.3.090. PA -TI -2024-000232 1485 Iowa/jnc Page 8 The criteria for a Conditional Use Permit approval are described in AMC Chapter 18.5.4.050 as follows: A Conditional Use Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. 1. That the use would be in conformance with all standards within the zoning district in which the use is proposed to be located, and in conformance with relevant Comprehensive plan policies that are not implemented by any City, State, or Federal law or program. 2. That adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the development, and adequate transportation can and will be provided to the subject property. 3. That the conditional use will have no greater adverse material effect on the livability of the impact area when compared to the development of the subject lot with the target use of the zone, pursuant with subsection 18.5.4.050.A.5, below. When evaluating the effect of the proposed use on the impact area, the following factors of livability of the impact area shall be considered in relation to the target use of the zone. a. Similarity in scale, bulk, and coverage. b. Generation of traffic and effects on surrounding streets. Increases in pedestrian, bicycle, and mass transit use are considered beneficial regardless of capacity of facilities. c. Architectural compatibility with the impact area. d. Air quality, including the generation of dust, odors, or other environmental pollutants. e. Generation of noise, light, and glare. f. The development of adjacent properties as envisioned in the Comprehensive Plan. g. Other factors found to be relevant by the approval authority for review of the proposed use. 4. A conditional use permit shall not allow a use that is prohibited or one that is not permitted pursuant to this ordinance. 5. For the purposes of reviewing conditional use permit applications for conformity with the approval criteria of this subsection, the target uses of each zone are as follows. I. HC, NM, and SOU. The permitted uses listed in chapters 18.3.3 Health Care Services, 18.3.5 North Mountain Neighborhood, and 18.3.6 Southern Oregon University District, respectively, complying with all ordinance requirements. The criteria for Tree Removal Permit approval are described in AMC Chapter 18.5.7.040 as follows: A. Emergency Tree Removal Permit. An Emergency Tree Removal Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. 1. If the condition of a tree presents an immediate danger of collapse, as defined in part 18.6, and represents a clear and present hazard to persons or property, an emergency tree removal permit may be issued and the payment of a fee may be waived. The Staff Advisor may require the applicant to hire an arborist to review the evidence to ascertain whether the tree presented an immediate danger of collapse. B. Tree Removal Permit. 1. Hazard Tree. A Hazard Tree Removal Permit shall be granted if the approval authority finds PA -TI -2024-000232 1485 Iowaljnc Page 9 that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The applicant must demonstrate that the condition or location of the tree presents a clear public safety hazard (i.e., likely to fall and injure persons or property) or a foreseeable danger of property damage to an existing structure or facility, and such hazard or danger cannot reasonably be alleviated by treatment, relocation, or pruning. See definition of hazard tree in part 18.6. b. The City may require the applicant to mitigate for the removal of each hazard tree pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit. 2. Tree That is Not a Hazard. A Tree Removal Permit for a tree that is not a hazard shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The tree is proposed for removal in order to permit the application to be consistent with other applicable Land Use Ordinance requirements and standards, including but not limited to applicable Site Development and Design Standards in part 18.4 and Physical and Environmental Constraints in part 18.3.10. b. Removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. c. Removal of the tree will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. The City shall grant an exception to this criterion when alternatives to the tree removal have been considered and no reasonable alternative exists to allow the property to be used as permitted in the zone. d. Nothing in this section shall require that the residential density to be reduced below the permitted density allowed by the zone. In making this determination, the City may consider alternative site plans or placement of structures of alternate landscaping designs that would lessen the impact on trees, so long as the alternatives continue to comply with the other provisions of this ordinance. e. The City shall require the applicant to mitigate for the removal of each tree granted approval pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit. Conclusion In staff's assessment, the application with the attached conditions complies with applicable ordinances and meets all required criteria. Planning Action #T1-2024-00232 is approved with the following conditions. Further, if any one or more of the following conditions are found to be invalid for any reason whatsoever, then Planning Action #T1-2024-00232 is denied. The following are the conditions, and they are attached to the approval: 1) That all proposals of the applicant shall be conditions of approval unless otherwise modified herein. 2) That any changes to the exterior of the buildings, additions, or new structures, or changes to the site layout and landscaping shall require a Site Review approval. PA -T1-2024-000232 1485 Iowa/jnc Page 10 3) That the plans submitted for the building permit shall be in substantial conformance with those approved as part of this application. If the plans submitted for the building permit are not in substantial conformance with those approved as part of this application, an application to modify this Type 1 Site Design Review approval shall be submitted and approved prior to issuance of a building permit. 4) That exterior building materials and paint colors shall be compatible with the suzxounding area and generally consistent with those described in the application materials. Very bright or neon paint colors shall not be used. 5) That all exterior lighting shall be directed on the property and shall not directly illuminate adjacent proprieties. Building permit submittals shall include lighting specifications and details on the placement, direction and shrouding of lights necessary to avoid direct illumination of adjacent properties, and lighting installations shall be inspected to verify compliance prior to the final project approval. 6) That the building permit submittal shall include: a. Identification of all easements, including public and private utility easements, mutual access easements, public pedestrian access easements, and fire apparatus access easements. b. Construction best management practices (BMPs) shall be shown on the plans, employed, and maintained throughout the project. c. That the location and final engineering for all storm drainage improvements associated with the project shall be submitted for review with the building permit and approved by the Departments of Public Works, Planning and Building prior to permit issuance. Stoirnwater from all new impervious surfaces and run-off associated with peak rainfalls must be collected onsite and channeled to the City stormwater collection system (i.e., curb gutter at public street, public storm pipe or public drainage way) or through an approved alternative in accordance with Ashland Building Division policy BD -PP -0029. Onsite collection systems shall be detailed on the building permit submittals. d. Final landscape, irrigation, and tree protection plans shall be provided for review and approval of the Staff Advisor with the building permit submittals and shall include: i. The Tree Protection Plan shall be consistent with the standards described in 18.4.5 and submitted for review and approval by the Staff Advisor prior to the issuance of a building permit. The plan shall identify the location and placement of fencing around the drip lines of trees identified for preservation. The amount of fill and grading within the drip line shall be minimized. Cuts within the drip line shall be noted on the tree protection plan and shall be executed by handsaw and kept to a minimum. No fill shall be placed around the trunk/crown root. No construction shall occur within the tree protection zone including dumping or storage of materials such as building supplies, soil, waste, equipment, or parked vehicles. PA -T1-2024-000232 1485 Iowa/jnc Page I 1 ii. That the tree protection fencing shall be installed according to the approved plan and a Tree Verification Permit inspection requested and approved by the Ashland Planning Division prior to site work, tree removal, building demolition, and/or storage of materials. The Verification Permit is to inspect the identification of the trees to be removed and the installation of tree protection fencing for the trees on and adjacent to the site. Tree protection shall be in the form of chain link fencing six feet tall and installed in accordance with 18.4.5.030.C. iii. Proposed street trees along the Iowa Street frontage shall be installed prior to the issuance of a certificate of occupancy. All street trees shall be chosen from the Recommended Street Tree Guide and shall be installed in accordance with the specifications noted in Section E of the Site Design and Use Standards. The street trees shall be irrigated. iv. That a landscaping and irrigation plan to include irrigation details satisfying the requirements of the Site Design and Use Standards Water Conserving Landscaping Guidelines and Policies and showing park row improvements shall be provided prior to certificate of occupancy. v. That all proposed landscaping shall be installed according to the approved plan, and tied into the existing irrigation system, prior to the issuance of a certificate of occupancy. 7) That a comprehensive sign permit submittal consistent with the signage described herein shall be developed for the site and submitted for review and approval concurrently with the building permit submittals. 8) That a Fire Prevention and Control Plan addressing the General Fuel Modification Area requirements in AMC 18.3. 10. 100.A.2 of the Ashland Land Use Ordinance shall be provided prior to bringing combustible materials onto the property, and any new landscaping proposed shall comply with these standards and shall not include plants listed on the Prohibited Flammable Plant List per Resolution 2018-028. 9) The applicant shall submit an electric design and distribution plan including load calculations and locations of all necessary primary and secondary services including transformers, cabinets and all other necessary equipment. This plan must be reviewed and approved by the Electric, Planning and Building Department prior to issuance of a building permit. Transformers and cabinets shall be located in areas least visible from streets, while considering the access needs of the Electric Department. 10) Bicycle parking shall be shown in the building permit submittals. Inverted a -racks shall be used for bicycle parking and shall be installed in accordance with rack design and coverage standards in 18.4.3.070 prior to final inspection or project approval. The building permit submittals shall verify that the bicycle parking spacing requirements are met in accordance with 18.4.3,070.I PA -TI -2024-000232 1485 Iowa/jnc Page 12 11) That all hardscaping and landscaping improvements including plaza spaces, landscaping, and the irrigation system, as applicable, shall be installed according to the approved plan, inspected, and approved by the Staff Advisor prior to certificate of occupancy or final project approval. Brandon Goldman, `Community Development Director Department of Cornrnunity Development May 14, 2024 Date PA -T1-2024-000232 1485 Iowa/jnc Page 13 AFFIDAVIT OF MAILING STATE OF OREGON County of Jackson The undersigned being first duly sworn states that: 1. I am employed by the City of Ashland, 20 East Main Street, Ashland, Oregon 97520, in the Community Development Department. 2. On May 15, 2024 1 caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for Planning Action #PA -T1-2024-00232, 1485 Iowa Street. MichaeBuClivan Signature of Employee Wcomm-de0pianningTlanningACtI0 MPAsbyStreetWawallawa_i485Uowa_1485_PA-T1-2624-00232WnficingWODVowa_1485_PA71-2024-00232_ NOD _AtBdavitofMailing.docx5115!2924 PA -T1-2024-00232 391E10CB13100 ACKER KASEY C 318 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA300 COMINOS SANTO/MICHELE 8904 YANK GULCH RD TALENT, OR 97540 PA -T1-2024-00232 391E10CA800 DECKER LARRY A TRUST 3303 N VALLEY VIEW RD ASHLAND, OR 97520 PA -T1-2024-00232 391 E10DB100 EPPINGER WENDY TRUSTEE ET AL 190 WALKER AVE ASHLAND, OR 97520 PA -T1-202400232 391E10CB13400 HARPHAM KIM TRUSTEE ET AL 9030 YANK GULCH RD TALENT, OR 97540 PA -T1-2024-00232 391 E10CD6000 HURST BRITTANY ET AL 373 WIGHTMAN ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E 10CB13300 JOHNSON ZUNA S TRUSTEE ET AL 276 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 MARQUESS & ASSOC PO BOX 490 MEDFORD, OR 97501 1 . do-dod piogaa ai Aajanaa ap ui}e aarnfoey e� a za13dad i s;ua;ed/wna Gane „Pad Age] assaape,p sallanbil3 :;ed PA -T1-2024-00232 391 E1OCD6400 BALL SHARMON W ET AL PO BOX 1401 JACKSONVILLE, OR 97530 PA -T1-2024-00232 391E 10DB502 DAEHLER DENISEIPIOTTER JIM 1 264 WALKER AVE ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA700 1 DELUCA RONALD L TRUSTEE ET AL 228 MORNINGLIGHT DR ASHLAND, OR 97520 PA -T1-2024-00232 391E10DB601 FAIN STEVEN RILYNN >= 952 MARY JANE AVE ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA1100 HAUSER MONTANA 317 WIGHTMAN ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E1 OCD6100 HURST BRITTANY L ET AL 371 WIGHTMAN ST 2 ASHLAND, OR 97520 PA -T1-2024-00232 391 E 10CB500 KEARNS JOHN C TRUSTEE ET AL 693 ROCA ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10CB13600 JIM HIGDAY MASON LANCE E TRUSTEE JR ETA 1212 CALLE CERRITO SANTA BARBARA, CA 93101 PA -T1-2024-00232 391E10BD4100 NATIONAL FISH AND WILDLIFE 1490 E MAIN ST ASHLAND, OR 97520 PA-T1-2024-00232391E10CB 13000 OHMER DERIAL L TRUSTEE ET AL 1840 S PACIFIC HWY TALENT, OR 97504 PA -T1-2024-00232 391E10BD4000 BERNARD BECKI J 25 WIGHTMAN ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA1200 DAVIS KRISTINE E TRUSTEE ET A 325 WIGHTMAN ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA900 ELLAM RE MANAGEMENT LLC TRUST 738 ROSEWOOD DR PALO ALTO, CA 94303 PA -T1-2024-00232 391E10CA1300 GALA THADDEUS 1296 S SHASTA AVE EAGLE POINT, OR 97524 PA -T1-2024-00232 391 E10DB400 HODGIN MICHAEL TRUSTEE ET AL 695 WASHINGTON ST ASHLAND, OR 97520 I PA -T1-2024-00232 391 E10CA299 JACKSON COUNTY PROPERTY MGMT PO BOX 1569 MEDFORD, OR 97501 PA -T1-2024-00232 KWS ARCHITECTS MATT SMALL 66 WATER ST, STE, 101 ASHLAND, OR 97520 PA -T1-2024-00232 391E10CA400 MOSCARITOLO CYNTHIA Z 1 175 WIGHTMAN ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA1400 ORE STATE/BOARD HIGHER EDI 1250 SISKIYOU BLVD I ASHLAND, OR 97520 PA -T1-2024-00232 391 E10DB101 PA -T1-2024-00232 391 E10BD4100 PA -T1-2024-00232 391 E1OCD 100 OREGON CABARET THEATRE INC OREGON NATIONAL GUARD ARMORY OREGON STATE OF SOUTHERN 555 OAK HILL CIR 208 OAK ST 1250 SISKIYOU BLVD ASHLAND, OR 97520 i ASHLAND, OR 97520 ASHLAND, OR 97520 i a6p� do-do,� asodva o; a�iij Guoie pu6fl � Q9 �CJ �a 3tn� J slagel ssaippy land �fse3 PA -T1-2024-00232 391 E10CA600 PACIFIC PREMIER TRUST FBO CHA 1801 CALIFORNIA ST STE 800 DENVER, CO 80202 PA -T1-2024-00232 391E10DB402 RICHARDSON PAUL K PO BOX 112172 ANCHORAGE, AK 99511 PA -T1-2024-00232 391 E1 OCC2100 RUIBAL NICOLE 334 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E101200 -SCHOOL DISTRICT 5 885 SISKIYOU BLVD ASHLAND, OR 97520 PA -T1-2024-00232 391E10CC2000 SHAMES JAMES G TRUSTEE 344 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA200 STEWART CHARLES NEIL TRUSTEE 11747 CORP RANCH RD ASHLAND, OR 97520 PA -T1-2024-00232 391E10CD6300 ZICKLR LEANDER 601 N 34TH ST SEATTLE, WA 97103 PA -T1-2024-00232 PARIANI LAND SURVEYING PO BOX 551 SHADY COVE, OR 97539 PA -T1-2024-00232 391 E10CC6400 ROBINSON IVAN UJANICE 330 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10CD6200 RUPP WILLIAM D TRUSTEE FBO 938 CYPRESS POINT LOOP [ ASHLAND, OR 97520 PA -T1-2024-00232 391 E10DB500 PHILLIPS-EDWARDS FAMILY TRUST 1130 TOLMAN CREEK RD ASHLAND, OR 97520 PA -T1-2024-00232 ROGUE PLANNING & DEVELOPMENT 1314-B CENTER DR, PMB #457 MEDFORD, OR 97501 PA -T1-2024-00232 391 E10CB501 SCHIPPER KIRSTEN '1375 IOWA ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10BD4100 PA -T1-2024-00232 391E10CA1000 SCIENCEWORKS HANDS-ON MUSEUM SEIFERT CARL MICHAEL TRUSTEE 1500 E MAIN ST 310 BRIDGE ST ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2024-00232 391E 10CB12900 SHERMAN KAY LYNNE 322 BRIDGE ST ASHLAND, OR 97520 1 1 PA -T1-2024-00232 391 E10CB600 ' THORMAHLEN PHILIP A TRUSTEE E PO BOX 855 ASHLAND, OR 97520 1485 Iowa St NOD 105/15/24 49 PA -T1-2024-00232 391 E10CD200 STATE BOARD/HIGHER ED PO BOX 3175 EUGENE, OR 97403 PA -T1-2024-00232 391 E10DB600 TUSSEY KRISTEN 233 4TH ST ASHLAND, OR 97520 i a6p3 dmdad 0SOCIXa 01 aiyl 6U0jj ' pu38i an slage� ssalPPV, laad Asea 091S /«13� « w, .� e. . . NOTICE OF APPLICATION PLANNING ACTION: PA -TI -2024-00232 SUBJECT PROPERTY: 1485 Iowa OWNERIAPPLICANT: Southern Oregon University/Rogue Planning & Development DESCRIPTION: A request for Site Design Review for the renovation of the Southern Oregon University Softball Stadium and a Condition Use Permit for signage. The renovation includes realigning and reconstructing the field to comply with National Collegiate Athletic Association Standards; and proposes several upgrades to the spectator areas, including replacing the prefabricated bleachers with ADA compliant metal bleachers. The request also includes the removal of four trees. COMPREHENSIVE PLAN DESIGNATION: Southern Oregon University District; ZONING: SO; MAP: 39 -1E -10 -CA; TAX LOT: 100. NOTICE OF COMPLETE APPLICATION: April 4, 2024 DEADLINE FOR SUBMISSION OF WRITTEN COMMENTS: April 18, 2024 COMMUNITY DEVELOPMENT DEPARTMENT 51 Winburn Way Tel: 541.488.5305 Ashland, Oregon 9752fl Rx 541.552,2050 ashiand.or.0 s TTY: 800.735.2900 The Ashland Planning Division Staff has received a complete application for the property noted on Page 1 of this notice, A copy of the application, including all documents, evidence and applicable criteria are available online at "What's Happening in my City" at https://gis.ashland.or.us/develot)mentproposaisl. Copies of application materials will be provided at reasonable cost, if requested. Application materials may be requested to be reviewed in-person at the Ashland Community Development & Engineering Services Building, 51 Winburn Way, via a pre -arranged appointment by calling (541) 488-5305 or emailing planningCa7ashland. or. us. Any affected property owner or resident has a right to submit written comments within the 14 -day comment period to planningCDashland.or.us or to the City of Ashland Planning Division, 51 Winburn Way, Ashland, Oregon 97520 prior to 4:30 p.m. on the deadline date shown on Page 1. Ashland Planning Division Staff determine if a land use application is complete within 30 days of submittal. Upon determination of completeness, a notice is sent to surrounding properties within 200 feet of the property submitting the application. After the comment period and not more than 45 days from the application being deemed complete, the Planning Division Staff shall make a final decision on the application. A notice of decision is mailed to the same properties within 5 days of decision. An appeal to the Planning Commission of the Planning Division Staff's decision must be made in writing to the Ashland Planning Division within 12 days from the date of the mailing of final decision. (AMC 18.5.1.050.G) The ordinance criteria applicable to this application are attached to this notice. Oregon law states that failure to raise an objection concerning this application, by letter, or failure to provide sufficient specificity to afford the decision maker an opportunity to respond to the issue, precludes your right of appeal to the Land Use Board of Appeals (LUBA) on that issue. Failure to specify which ordinance criterion the objection is based on also precludes your right of appeal to LUBA on that criterion. Failure of the applicant to raise constitutional or other issues relating to proposed conditions of approval with sufficient specificity to allow this Department to respond to the issue precludes an action for damages in circuit court. If you have questions or comments concerning this request, please feel free to contact Jennifer Chenoweth at 541-552-2045 or Jennifer.Chenoweth@ashland.or.us In compliance with the American with Disabilities Act, if you need special assistance to participate in this meeting, please contact the City Administrator's office at 541-488-6002 (TTY phone number 1-800-735-2900). Notification 72 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to the meeting. (28 CFR 35,102.-35.104 ADA Title l). SITE DESIGN AND USE STANDARDS 18.5.2.050 The following criteria shall be used to approve or deny an application: A. Underlying Zone: The proposal complies with all of the applicable provisions of the underlying zone (part 18,2), including but not limited to: building and yard setbacks, lot area and dimensions, density and boor area, lot coverage, building height, building orientation, architecture, and other applicable standards. B. Overlay Zones: The proposal complies with applicable overlay zone requirements (part 18.3), C. Site Development and Design Standards: The proposal complies with the applicable Site Development and Design Standards of part 18.4, except as provided by subsection E, below. D. City Facilities: The proposal complies with the applicable standards in section 18.4.6 Public Facilities and that adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the property and adequate transportation can and will be provided to the subject property. E. Exception to the Site Development and Design Standards: The approval authority may approve exceptions to the Site Development and Design Standards of part 18.4 if the circumstances in either subsection 1 or 2, below, are found to exist. 1. There is a demonstrable difficulty meeting the specific requirements of the Site Development and Design Standards due to a unique or unusual aspect of an existing structure or the proposed use of a site; and approval of the exception will not substantially negatively impact adjacent properties; and approval of the exception is consistent with the stated purpose of the Site Development and Design; and the exception requested is the minimum which would alleviate the difficulty.; or 2. There is no demonstrable difficulty in meeting the specific requirements, but granting the exception will result in a design that equally or better achieves COMMUNITY DEVELOPMENT DEPARTMENT 51 Winburn Way Tel: 541.488.5305 Ashland, Oregon 97520 Fox: 541.552.2050 oshland.or.us TTY: $00.785.2900 AS FILAIVD the stated purpose of the Site Development and Design Standards. TREE REMOVAL PERMIT (AMC 18,5.T040.B) 1. Hazard Tree, A Hazard Tree Removal Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The applicant must demonstrate that the condition or location of the tree presents a clear public safety hazard (i.e., likely to fall and injure persons or property) or a foreseeable danger of property damage to an existing structure or facility, and such hazard or danger cannot reasonably be alleviated by treatment, relocation, or pruning. See definition of hazard tree in part 18.6. b, The City may require the applicant to mitigate for the removal of each hazard tree pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit, 2. Tree That is Not a Hazard. A Tree Removal Permit for a tree that is not a hazard shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The tree is proposed for removal in order to permit the application to be consistent with other applicable Land Use Ordinance requirements and standards, including but not limited to applicable Site Development and Design Standards in part 18.4 and Physical and Environmental Constraints in part 18.10. b. Removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. C. Removal of the tree will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. The City shall grant an exception to this criterion when alternatives to the tree removal have been considered and no reasonable alternative exists to allow the property to be used as permitted in the zone. d. Nothing in this section shall require that the residential density to be reduced below the permitted density allowed by the zone. In making this determination, the City may consider alternative site plans or placement of structures of alternate landscaping designs that would lessen the impact on trees, so long as the alternatives continue to comply with the other provisions of this ordinance. e, The City shall require the applicant to mitigate for the removal of each tree granted approval pursuant to section 18.5.7,050. Such mitigation requirements shall be a condition of approval of the permit. CONDITIONAL USE PERMITS (See https:llashland.municipal.codesiLandUsell8.5.4.050) A Conditional Use Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. 1, That the use would be in conformance with all standards within the zoning district in which the use is proposed to be located, and in conformance with relevant Comprehensive plan policies that are not implemented by any City, State, or Federal law or program. 2. That adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the development, and adequate transportation can and will be provided to the subject property. 3. That the conditional use will have no greater adverse material effect on the livability of the impact area when compared to the development of the subject lot with the target use of the zone, pursuant with subsection 18.5.4.050.A.5, below. When evaluating the effect of the proposed use on the impact area, the following factors of livability of the impact area shall be considered in relation to the target use of the zone. a. Similarity in scale, bulk, and coverage. b. Generation of traffic and effects on surrounding streets. Increases in pedestrian, bicycle, and mass transit use are considered beneficial regardless of capacity of facilities. C. Architectural compatibility with the impact area. d. Air quality, including the generation of dust, odors, or other environmental pollutants. e. Generation of noise, light, and glare. f. The development of adjacent properties as envisioned in the Comprehensive Plan. g. Other factors found to be relevant by the approval authority for review of the proposed use. 4. A conditional use permit shall not allow a use that is prohibited or one that is not permitted pursuant to this ordinance, 5. For the purposes of reviewing conditional use permit applications for conformity with the approval criteria of this subsection, the target uses of each zone are as follows. a. WR and RR. Residential use complying with all ordinance requirements, developed at the density permitted by chapter 18.2.5 Standards for Residential Zones. b, R-1. Residential use complying with all ordinance requirements, developed at the density permitted by chapter 18.2.5 Standards for Residential Zones, C. R-2 and R-3. Residential use complying with all ordinance requirements, developed at the density permitted by chapter 18,2.5 Standards for Residential Zones. COMMUNITY DEVELOPMENT DEPARTMENT 51 Winburn Way Tel: 541.488.5305 Ashland, Oregon 97520 Fax: 541.552.2050 iqV4�s oshland.or.us TTY: 800.735,2900 C I T Y ® E 4"HLIA"IND d. C-1. The general retail commercial uses listed in chapter 18,2.2 Base Zones and Allowed Uses, developed at an intensity of 0.35 floor to area ratio, complying with all ordinance requirements; and within the Detailed Site Review overlay, at an intensity of 0.50 floor to area ratio, complying with all ordinance requirements, e. C-1-D. The general retail commercial uses listed in chapter 18.2.2 Base Zones and Allowed Uses, developed at an intensity of 1.00 gross floor to area ratio, complying with all ordinance requirements. f. E-1. The general office uses listed in chapter 18,2.2 Base Zones and Allowed Uses, developed at an intensity of 0.35 floor to area ratio, complying with all ordinance requirements; and within the Detailed Site Review overlay, at an intensity of 0.50 floor to area ratio, complying with all ordinance requirements. g. M-1, The general light industrial uses listed in chapter 1822 Base Zones and Allowed Uses, complying with all ordinance requirements. h. CM-C1. The general light industrial uses listed in chapter 18.3.2 Croman Mill District, developed at an intensity of 0.50 gross floor to area ratio, complying with all ordinance requirements. i. CM-OE and CM-MU. The general office uses listed in chapter 18.3.2 Croman Mill District, developed at an intensity of 0.60 gross floor to area, complying with all ordinance requirements. k. CM-NC. The retail commercial uses listed in chapter 18.3.2 Croman Mill District, developed at an intensity of 0.60 gross floor to area ratio, complying with all ordinance requirements. I. HC, NM, and SOU. The permitted uses listed in chapters 18.3.3 Health Care Services, 18.3.5 North Mountain Neighborhood, and 18.16 Southern Oregon University District, respectively, complying with all ordinance requirements. COMMUNITY DEVELOPMENT DEPARTMENT ' 51 Winburn Way Tel: 541.488.5305 Ashland, Oregon 97520 Fax: 541.552.2050 ashlancLo-l: s TTY: 800.735.2900 AFFIDAVIT OF MAILING STATE OF OREGON County of Jackson The undersigned being first duly sworn states that. 1. I am employed by the City of Ashland, 20 East Main Street, Ashland, Oregon 97520, in the Community Development Department. 2. On April 4, 2024 1 caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for Planning Action #PA -T1-2024-00232, 1485 Iowa. Ji,Tyiie �u� Signature of Employee G.lcornm-do4l anninglPlanning AcionslPAs 6y SireetVgawallowa_148511owa_1485_PA-T1-2024-00232McingVowa_14B$ PA-T1-2024-00232_WOC_,flidavrt otMa€ling.docx 413!2024 PA—T1-202400232 391E10CB13100 ACKER KASEY C 318 BRIDGE ST ASHLAND, OR 97520 PA—T1-2024-00232 391E10CA300 COMINOS SANTO/MICHELE 8904 YANK GULCH RD TALENT, OR 97540 PA—T1-2024-00232 391E10CA800 DECKER LARRY A TRUST DECKER BARBARA 3303 N VALLEY VIEW RD ASHLAND, OR 97520 PA—T1-2024-00232 391E10DB100 EPPINGER WENDY TRUSTEE ET AL 190 WALKER AVE ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CB13400 HARPHAM KIM TRUSTEE ET AL 9030 YANK GULCH RD TALENT, OR 97540 PA—T1-2024-00232 391 E10CD6000 HURST BRITTANY ET AL 373 WIGHTMAN ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CB13300 JOHNSON ZUNA S TRUSTEE ET AL 276 BRIDGE ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CA400 MOSCARITOLO CYNTHIA Z 175 WIGHTMAN ST ASHLAND, OR 97520 PA—T1-2024-00232 391E10CA1400 SOUTHERN OREGON UNIVERSITY JIM MCNAMARA 351 WALKER AVE ASHLAND, OR 97520 PA—T1-2024-00232 391 E10BD4100 OREGON NATIONAL GUARD ARMORY 208 OAK ST ASHLAND, OR 97520 PA -T1-202400232 391E10CD6400 BALL SHARMON W ET AL PO BOX 1401 JACKSONVILLE, OR 97530 PA -T1-2024-00232 391E10DB502 DAEHLER DENISE/PIOTTER JIM 264 WALKER AVE ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA500 DELUCA RONALD L TRUSTEE ET AL 228 MORNINGLIGHT DR ASHLAND, OR 97520 E PA—T1-2024-00232 391 E1 OD3601 FAIN STEVEN R/LYNN E 952 MARY JANE AVE ASHLAND, OR 97520 PA -T1-2024-00232 391E10CA1100 HAUSER MONTANA 317 WIGHTMAN ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CD6100 HURST BRITTANY L ET AL 371 WIGHTMAN ST 2 ASHLAND, OR 97520 PA—T1-2024-00232 391E10CB500 KEARNS JOHN C TRUSTEE ET AL 693 ROCA ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10BD4100 NATIONAL FISH AND WILDLIFE 3 1490 E MAIN ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CA1400 SOUTHERN OREGON UNIVERSITY MATTHEW SAYRE 351 WALKER AVE ASHLAND, OR 97520 PA—T1-2024-00232 391E10CA600 PACIFIC PREMIER TRUST FBO CHA 1801 CALIFORNIA ST STE 800 DENVER, CO 80202 Gota�ery.com/terxplates. Use Avery 7ernp.late 5160 ;i PA—T1-2024-00232 391E10BD4000 BERNARD BECKI J 25 WIGHTMAN ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E10CA1200 DAVIS KRISTINE E TRUSTEE ET A 325 WIGHTMAN ST ASHLAND, OR 97520 PA—T1-2024-00232 391 E1OCA900 ELLAM RE MANAGEMENT LLC TRUST 738 ROSEWOOD DR PALO ALTO, CA 94303 PA—T1-2024-00232 391 E10CA1300' GALA THADDEUS 1296 S SHASTA AVE EAGLE POINT, OR 97524 E PA—T1-2024-00232 391E10DB400 HODGIN MICHAEL TRUSTEE ET AL 695 WASHINGTON ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA299 JACKSON COUNTY PROPERTY MGMT PO BOX 1569 MEDFORD, OR 97501 a PA—T1-2024-00232 391 E10CB13600 MASON LANCE E TRUSTEE JR ET A 1212 CALLE CERRITO SANTA BARBARA, CA 93101 j PA—Tl —2024-00232391E10CB13000 OHMER DERIAL L TRUSTEE ET AL 1840 S PACIFIC HWY TALENT, OR 97504 PA -T1-2024-00232 391E10DB101 OREGON CABARET THEATRE INC 555 OAK HILL CIR ASHLAND, OR 97520 PA—T1-2024-00232 391 E10DB500 PHI LLIPS- EDWARDS FAMILY TRUST 1130 TOLMAN CREEK RD ASHLAND, OR 97520 PA -T1-2024-00232 391E10DB402 RICHARDSON PAUL K PO BOX 112172 ANCHORAGE, AK 99511 PA -T1-2024-00232 391E1OCD6200 RUPP WILLIAM D TRUSTEE FBO 938 CYPRESS POINT LOOP ASHLAND, OR 97520 l PA -T1-2024-00232 391 E10CC6400 ROBINSON IVAN LIJANICE 330 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CB501 SCHIPPER KIRSTEN 1375 IOWA ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10BD4100 PA -T1-2024-00232 391E10CA1000 SCIENCEWORKS HANDS-ON MUSEUM SEIFERT CARL MICHAEL TRUSTEE 1500 E MAIN ST 310 BRIDGE ST ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2024-00232 391EIOCB12900 SHERMAN KAY LYNNE 322 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391E10CB600 THORMAHLEN PHILIP A TRUSTEE E PO BOX 855 ASHLAND, OR 97520 PA -T1-2024-00232 ROGUE PLANNING & DEVELOPMENT 1314-B CENTER DR, PMB #457 MEDFORD, OR 97501 PA -T1-2024-00232 391E10CD200 STATE BOARD/HIGHER ED PO BOX 3175 EUGENE, OR 97403 PA -T1-2024-00232 391E10DB600 TUSSEY KRISTEN 233 4TH ST ASHLAND, OR 97520 PA -T1-2024-00232 KWS ARCHITECTS MATT SMALL 66 WATER ST, STE. 101 ASHLAND, OR 97520 r • • o I, PA -T1-2024-00232 391E10CC2100 RUIBAL NICOLE 334 BRIDGE ST ASHLAND, OR 97520 j PA -T1-2024-00232 391E101200 SCHOOL DISTRICT 5 885 SISKIYOU BLVD ASHLAND, OR 97520 PA -T1-2024-00232 391E10CC2000 SHAMES JAMES G TRUSTEE 344 BRIDGE ST ASHLAND, OR 97520 PA -T1-2024-00232 391 E10CA200 STEWART CHARLES NEIL TRUSTEE 11747 CORP RANCH RD ASHLAND, OR 97520 PA -T1-2024-00232 391 E1 OCD6300 ZICKLER LEANDER 601 N 34TH ST SEATTLE, WA 97103 PA -T1-2024-00232 MARQUESS & ASSOC. JIM HIGDAY PO BOX 490 MEDFORD, OR 97501 PA -T1-2024-00232 1485 IOWA PARIANI LAND SURVEYING PO BOX 551 ` NOC 49 SHADY COVE, OR 97539 415124 i 3 E#jcjrrettes d Adresse Easy Peel Allez a avert' �a/gabants Repl3ez a l I�acl��Se.!afai7 de rep ler e refaorci Pop up . I' Utj jsez 1e Gabar Av:erv5'160 .i`. rH �a y o— F s !. i P�K[, '+ � v t uo mi P �,. z a .., — s -'. ry i. W _,�._,... .m......... ;. 77 7.7 w 3 .. shm a, a ' 4 mm 1k dei:. Planning Division 51 Winburn Way, Ashland OR 97520 Phone: 541-488-5305 Fax: 541-488-6006 ¢ jp Email: Planning@ashland.or.us ashland.or.us ZONING PERMIT APPLICATION FILE # DESCRIPTION OF PROJECT SOU SOFTBALL FACILITY RENOVATIONS; CONDITIONAL USE PERMIT FC DESCRIPTION OF PROPERTY Street Address 1485 IOWA STREET Assessor's Map No. 391 E 10CA Zoning SO Tax Lot(s) Comp Plan Designation Pursuing LEEDO Certification? © YES ❑ NO 100 SOUTHERN OREGON UNIVERSIT APPLICANT Name Southern Oregon Athletics Depar phone 541 -552 -627,E -Mail sayrem@sou.edu & heikenb@soi Address 1250 Siskiyou Boulevard city Ashland Zip 97520 PROPERTY OWNER Name Southern Oregon State College (I Phone 541 -552 -688'E -Mail mcnamaraj@sou.edu Address 1250 Siskiyou Boulevard 1351 Walker Avenue City Ashland Zip 97520 SURVEYOR, ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OTHER Title Planning ConSUltiName Rogue Planning & Develop Phone 541-951-4020 E -Mail amygunter.planningi Address 1314-B Center Dr., PMB#457 Title Architecture Name KSW Architects Address 66 Water St. Ste 101 City Medford Phone 541-488-8200 City Ashland Zip 97501 E -Mail dakotahs@kswarchi Zip 97520 I hereby certify that the statements and information contained in this application, including the enclosed drawings and the required findings of fact, are in all respects, true and correct I understand that all property pins must be shown on the drawings and visible upon the site inspection. In the event the pins are not shown or their location found to be incorrect, the owner assumes full responsibility. I further understand that if this request is subsequently contested, the burden will be on me to establish: 1) that 1 produced sufficient factual evidence at the hearing to support this request,- 2) equest,2) that the findings of fact furnished justifies the granting of the request,• 3) that the findings of fact furnished by me are adequate; and further 4) that all structures or improvements are properly located on the ground. Failure in this regard will result most likely in not only the request being set aside, but also possibly in my structures being built in reliance thereon being required to be removed at my expense. If I have any doubts, I am advised to seek competent professional advice and assistance. Applicant's Signature Date As owner of the property involved in this request, t have read and understood the complete application and its consequences to me as a property owner. March 7, 2024 Property Owner's Signature (required) Date [To be completed by City Stab] Date Received Zoning Permit Type Filing Fee $ OVER N G:Acomm-dMplanninplForms & FlandoutslZoning Permit Applicafion.doc ZONING PERMIT SUBMITTAL REQUIREMENTS ® APPLICATION FORM must be completed and signed by both applicant and property owner, • PLANNING FEES FORM must be completed and signed by both applicant and property owner. © FINDINGS OF FACT — Respond to the appropriate zoning requirements in the form of factual statements or findings of fact and supported by evidence. List the findings criteria and the evidence that supports it. Include information necessary to address all issues detailed in the Pre -Application Comment document. ® TRUE SCALE PDF DRAWINGS — Standard scale and formatted to print no larger than 11x17 inches. Include site plan, building elevations, parking and landscape details. ® FEE (Check, Charge or Cash) ® LEED® CERTIFICATION (optional) — Applicant's wishing to receive priority planning action processing shall provide the following documentation with the application demonstrating the completion of the following steps: • Hiring and retaining a LEED® Accredited Professional as part of the project team throughout design and construction of the project; and • The LEED® checklist indicating the credits that will be pursued. NOTE: • Applications are accepted on a first come, first served basis. • Applications will not be accepted without a complete application form signed by the applicant(s) AND property owner(s), all required materials and full payment. • All applications received are reviewed for completeness by staff within 30 days from application date in accordance with ORS 227.178. • The first fifteen COMPLETE applications submitted are processed at the next available Planning Commission meeting, (Planning Commission meetings include the Hearings Board, which meets at 1:30 pm, or the full Planning Commission, which meets at 7:00 pm on the second Tuesday of each month. Meetings are held at the City Council Chambers at 1175 East Main St). • A notice of the project request will be sent to neighboring properties for their comments or concerns. • If applicable, the application will also be reviewed by the Tree and/or Historic Commissions. Qkcomm-devlplonningTor & Handouts%Zoning YeTmii Applicaiion.doc Zoning -Permit -Application -Form Final Audit Report 2024-03-07 "Zoning -Permit -Application -Form" History ,) Document created by Amy Gunter (amygunter.planning@gmaii.com) 2024-03-05 - 10:45:09 PM GMT -1P address: 69.9.138.74 17-4 Document emailed to Jim McNamara (mcnamaraj@sou.edu) for signature 2024-03-05 - 10:45:14 PM GMT Email viewed by Jim McNamara (mcnamaraj@sou.edu) 2024-03-07 - 5:36:02 AM GMT -1P address: 172.225.80.211 6& Document e -signed by Jim McNamara (mcnamaraj@sou.edu) Signature Date: 2024-03-07 - 5:16:06 PM GMT - Time Source: server- IP address: 66.241.82.131 Agreement completed. 2024-03-07 - 5:15:06 PM GMT Adobe Acrobat Sign RVAIAPlanning Division 51 Winburn Way, Ashland, OR 97524 541-488-5305 Street Address: 1485 IOWA STREET Description of Project: Commercial Site Review Valuation Estimate Renovations to SOU Softball Complex including new concessions, ticketing booth, replacement of bleachers with prefabricated metal bleachers (same seating capacity), new utilities, lighting, scoreboard and hard scape improvements. Applicant: Southern Oregon University - Athletics Property ower: Southern Oregon State College Valuation Estimate Prepared by: KSW Architects Estimator Phone: (541) 973-8905 Estimator Email: dakotahs@kswarchitects.com DESCRIPTION: VALUATION: Excavation & Earthwork $328,663 Landscaping $377415 Parking Area(s) & Driveways $ NIA Sidewalks/Patios/Walkways s138,330 New Construction — Materials & Labor Total* $1,609,853 TOTAL PROJECT VALUATION: $2)114,264 112 of 1% = 10, 571.32 Site Design = 1271.25 Conditional Use Permit = 1271.25 *Building permit valuations shall be based upon the Uniform Fee methodologies as established by OAR 918-050-0900. Planning Division. 51 Winburn Way, Ashland OR 97520 541-488-5305 Fax 541-488-6006 DESCRIPTION OF PROPERTY Street Address 1485 Iowa APPLICANT Name Rogue Planning & Development Services, LLC Address 1314-B Center Dr., PMB#457 PLANNING ACTION FEES Phone 541-951-4020 E -Mail City Medford amygunter.planning@gmail.com State OR Zip 97501 FEE SCHEDULE -Please Mark AH.That Apply ADMINISTRATIVE ACTIONS ' Total Zoning Permit - FENCE $35.25 Zoning Permit - HOME OCCUPATION $35.25 Zoning Permit - ACCESSORY STRUCTURE $35.25 Street Tree Removal $100.00 Land Use Approval Extension $420.50 Lot Line Adjustment $420.50 Any Other Administrative Action $420.50 Base Fee # of Lots Total Final Plat Review - PARTITIONS $165.50 + x $13.00 per lot $ Final Plat Review - SUBDIVISIONS $420.50 + x $35.25 per lot $ Base Fee Per Sq. Ft. Sign Permit - NEW $165.25 + x $3.00 per scift $ Sign Permit - REPLACEMENT $35.25 + x $3.00 per sq.I3. $ TYPE 1 REVIEWS Total "free Removal Permit (not associated with another action) $100.00 Solar Setback Variance $1,271.25 Amendments to Conditions $1,271.25 Physical & Environmental Constraints $1,271.25 Conditional Use Permit $1,271.25 Variance $1,271.25 Any other Type I Review $1,271.25 Independent Review of Wireless Communications Facilities $5,000.00 Base Fee # of Units Total Residential Site Review $1,271.25 + x $84.50 per unit $ Final Plan/Performance Standards Subdivision $1,271.25 + x $84.50 per unit $ Land Partition $1,271.25 + x $84.50 per unit $ Base Fee Valuation Total ✓ Commercial Site Review $1,271.25 + 2114264.00 x 0.5% $11842.57 TYPE 11 REVIEWS Total Conditional Use Permit $2,663.25 Variance $2,663.25 Any other Type II Review $2,663.25 Independent Review of Wireless Communications Facilities $5,000.00 Base Fee # of Lots Total Outline or Preliminary Plat for Subdivision $2,663.25 + x $170.25 per lot $ Final Pian with Outline/Performance Standards Subdivision $3,397.00 + x $170.25 per lot $ TOTAL FEES: 1$13,113.82 Applicant's Signature Date Property Owner's Signature Date AMC 18.5.1.050.A.1 & AMC 18.5.2.060.A.1 Application Form and Fee. Applications for Type I review shall be made on forms provided by the Staff Advisor. One or more property owners of the property for which the planning action is requested, and their authorized agent, as applicable, must sign the application. The application shall not be considered complete unless the appropriate application fee accompanies it. Base Fee Valuation Commercial Site Review $2,66.25 + x 0.5% $ TYPE III REVIEWS Total Zone/Comprehensive Plan Map Change $3,397.00 Comprehensive Plan Change $3,397.00 Annexation $5,110.00 Urban Growth Boundary Amendment $5,110.00 Any other Type III Review $3,397.00 LEG ISLATIVE.AMENDMENTS: Total Comprehensive Plan Map/Large Zoning Map Amendment $5,963.50 Land Use Ordinance Amendment $5,963.50 Comprehensive PIan Amendment $5,963.50 APPEALS Total Appeal for Initial Public Hearing (Planning Commission/Building Appeals Board/Demolition Review Board) $150.00 Appeal for Final Decision of the City (Planning Commission or City Council) $325.00 SOLAR ACCESS Base Fee # of Lots Total Solar Access Permit (not a Solar Variance) $60.50 + x $14.00 per lot TOTAL FEES: 1$13,113.82 Applicant's Signature Date Property Owner's Signature Date AMC 18.5.1.050.A.1 & AMC 18.5.2.060.A.1 Application Form and Fee. Applications for Type I review shall be made on forms provided by the Staff Advisor. One or more property owners of the property for which the planning action is requested, and their authorized agent, as applicable, must sign the application. The application shall not be considered complete unless the appropriate application fee accompanies it. ML>.3a[rlTdleibi1:1441 SOU SOFTBALL STADIUM RENOVATIONS im ROGUE PLANNING 9 DEVELOPMENT SERVICES, LLC Site Design Review for Renovations at the Southern Oregon University Softball Stadium 1485 Iowa Street Property Owner: State of Oregon Southern Oregon State College 1250 Siskiyou Boulevard Ashland, OR 97520 Agent for University: Jim McNamara, Capital Projects Manager Facilities Management & Planning 351 Walker Avenue Ashland, OR 97520 Southern Oregon University Athletic Department Matthew Sayre, Athletic Director 1250 Siskiyou Boulevard Ashland, OR 97520 Applicant: Rogue Planning & Development Services, LLC Amy Gunter 1314-B Center Dr. PMB#457 Medford, OR 97501 Architectural Services: KSW Architects Matthew Small 66 Water Street, Suite 101 Ashland, OR 97520 Engineering Services: Marquess & Associates Jim Higday PO BOX 490 Medford, OR 97501 Land Surveying: Pariani Land Surveying PO BOX 551 Shady Cove, OR 97539 SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 1 of 19 Subject Property: Southern Oregon University (SOU) Softball Fields 1485 Iowa Street / 164 Wightman Street Map: 39 1E 10CA; Tax Lot: 100 Comprehensive Plan Designation: Southern Oregon University Zoning. Southern Oregon (SO) Adjacent Zones: Southern Oregon (SO) Low Density Residential (R-2) Nigh Density Residential (R-3) REQUEST: Request for Site Design Review to allow for the renovation of the Southern Oregon University Softball Stadium at the northeast intersection of Wightman Street and Iowa Street at 1485 Iowa Street. The requested facility upgrades are consistent with the 2010-2020, Southern Oregon University Master Plan. The request includes a tree removal permit to remove three trees that are within the construction impact area and a fourth, hazardous tree that was removed in February after it was determined to be in danger of immediate collapse. PROPERTY DESCRIPTION: The Southern Oregon University (SOU) Softball Stadium is located at 1485 Iowa Street at the northeast intersection of Iowa Street and North Wightman Avenue. The softball facility encompasses approximately 6 -acres of the 29.34 -acre parent parcel. The subject site is on the north side of Iowa Street and east of N Wightman Street. The softball field is bound by the Southern Oregon University Student Family Housing complex north of leftfield and the railroad tracks further north-northeast. Walker Avenue is 658 feet to the east. The SOU Softball Stadium is located where the former SOU baseball fields were until the baseball program was eliminated by the university in the early 1980s. There was the area of the subject field and two dirt infield, grass outfield baseball diamonds to the west. Fallowing that time, Ashland Youth baseball teams used the fields. In 2001, the SOU Softball Program was revived, and the grass outfield and dirt infield were modified to softball field dimensions. The distance from the dugouts to the playing field remains at baseball field distances. The baseball outfield remains beyond the softball field with two hitting lanes in the northwest area of the former outfield. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 2 of 19 There is a seating capascity of five hundred occupants the in the existing bleachers. The bleachers are 99 -feet from the west property line (N Wightman Street) and 92 -feet from the south property line (Iowa Street). The bleachers and press box have not been changed or upgraded since being installed or slightly improved in 2001 for the softball field conversion. Adjacent to Iowa Street, 26 -feet from the south property line a 1,377 square foot former concession stand building. This concession stand building has been converted to the team's locker room. Outside food vendors were utilized when limited concessions were provided during games. There is a gate in the perimeter fencing with an asphalt pedestrian path leading from Iowa Street to the fields. This is the main entry location. To the north and east of the team locker room building, there is a 3,824 square foot indoor training and hitting facility. These buildings are inside of the perimeter fencing accessed via a curb cut and gravel driveway that serves a small, six vehicle, existing gravel parking area. The driveway continues further north for SOU Maintenance Staff and grounds crew access through the field area. This driveway is gated, and the parking area is used only by coaching staff and field maintenance. It is in the flyball zone thus a limited use area. Beyond the warning track and the outfield fence is the former baseball grass outfield. Beyond that field area is a perimeter chain,link fence and trees that delineate the perimeter of the softball facility complex. A chain link is present along the entire property frontage along the Iowa Street property line extending from Walker Avenue to N Wightman. Near the intersection of fence follows a paved pedestrian path that crosses the corner of the property to where the path connects to the N Wightman Street curbside sidewalk. The fencing connects back to the north to the leftfield softball field boundary fencing. There are thirty-five trees that are greater than six inches in diameter at breast height that are between the field and Iowa Street and along Wightman Street that are inventoried on the Landscape Site Plans. These trees range in size and species from the seven-inch DBH Black Locust tree to a 72 -inch DBH Maple. N Wightman is a Neighborhood Street. The street is currently improved with a curbside sidewalk, pavement, curb and gutter. A Rogue Valley Transportation District (RVTD) Bus Stop for Route 17, the Ashland circulator, northbound on Wightman is located near the intersection of Iowa Street and Wightman. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 3 of 19 Iowa Street is an Avenue. It has an 8 -foot -wide curbside sidewalk adjacent to the 18 -foot travel lane. The subject property and those to the north, east and south are zoned Southern Oregon (SO). There is 90 -feet from the Multi -Family Residential Zoning District to the east. PROPOSAL: Since the reintroduction of softball in 2001 as an intercollegiate sport and the field conversion from baseball to softball, the Southern Oregon University softball program has gone on to win several Conference Championships and three National Titles. The SOU softball program is one of the most popular sports with fans, the SOU alumni and the community members. The SOU student athletes are involved community members, carry excellent grade point average and proudly represent the University and the city of Ashland wherever they go. The proposal is to realign the softball field and reconstruct it to comply with National Collegiate Athletic Association (NCAA) Standards, meet the needs of the team, meet the college facilities department standards and regulations, and the city of Ashland standards for new structures in the SO zone that while being mindful that the goal is to complete construction by late fall, 2024. The present SOU Softball Stadium lacks a clear entrance for game attendees that leads to a ticketing booth, the restroom area, concessions, etc. This proposal seeks to greatly improve the accessibility to the SOU facilities, which is also one of the most popular student athlete programs at SOU. From Iowa Street, a new, welcoming entry plaza area framed by an entry arch that replicates the historic entry arch at Churchill Hall that will define the entry into the softball stadium. The existing asphalt walkway will be replaced with a paved walkway leading from the public sidewalk to the gated entry. To the right of the plaza area, setback 50'-3 %" from the Iowa Street property line is a 493 square foot structure for ticketing and concessions. To the left of the plaza entry is a proposed 980 square foot structure that will provide for new public restrooms and a secure storage area. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 4 of 19 The existing 500 -person capascity bleachers will be removed and replaced with prefabricated, ADA compliant metal bleachers. There is a family viewing area provided along the left -field fence line. The overall seating capascity of the softball stadium is not changing or increasing with the proposal. A new, approximately 200 square foot press box with upgraded public address system will be added in the bleacher area. The PA system will not have the same level of volume as the football stadium, music, crowd engagement if there are concerns about the PA system volume. The field will be completely renovated to comply with National Collegiate Athletics Association (NCAA) Standards for Field of Play layout including spacing and field measurements, lighting, and fencing. The scoreboard will be relocated to the third base line and upgraded. Included in the Conditional Use Permit request for signage, includes the future a video scoreboard. The separate Conditional Use Permit for the SOU Softball Stadium Sign Program details all signs and provides a summary of the smaller directional signage and 'warning' signs such as foul pole and outfield fence bumpers. There are new, covered dugouts for the home and visitors' teams. A 540 square foot dug out is proposed on the south side (right field). This dugout will also have a small physical trainer room. A 410 square foot dugout is proposed on the west side (left field), New turfed as bullpens and team areas are proposed that are sized and spaced accordingly for fastpitch softball versus the current baseball field sized layout. Along the west side of the field, north of the bullpen is an at grade, family seating area. Artificial turf is proposed for the infield, outfield and bull pen surfaces replacing the dirt infield and natural grass outfield. The turf field allows for a better playing facility, consistent with the surface of many of the college campuses in Oregon, Idaho, Washington, and California. Turf fields reduce water consumption, have a reduced maintenance impacts for both the grass outfield and the maintenance and dragging necessary for dirt infield. This reduces noise and dust as large equipment is no longer needed to mow the fields, and to drag the dirt. Additionally, the game day maintenance of the fields greatly reduced when compared to dirt infields because the infield is smooth, there are no rocks, the lines are painted, the batter's box and on -deck zones are painted on the turf. This reduces staff costs on field maintenance for the University substantially. The development of a turf surface home facility for SOU softball allows for less traffic impacts because the softball team and their fans are able to play at home in Ashland regardless of weather, where a dirt infield can have play cancelled or delayed due to weather impacts. The all-weather field allows for the university to host the NAIA tournament games which are positive impacts to the community, the student body population and for the university as those events a draw to the excellence of the program, the city and the facilities provide by the community to support the student athletes. The existing locker room and the training facility building will remain in their present location and uses outside of the right -field fencing. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 5 of 19 The existing six vehicle parking area accessed via the Iowa Street driveway apron will be realigned with the field and the edges formed with new compacted gravel. The location, the number of vehicle, the surface, are not increased and the parking area will remain within the foul ball zone and utilized in a limited manner by coaches and officials. There is presently no official bicycle parking provided at the SOU Softball Field. The proposal is to provide four U -racks adjacent to the entry gates for four secure, dual sided bicycle parking spaces. The team has secure bike parking within the hitting facility. The introduction of eight bicycle parking spaces greatly improves the non -conforming bike parking situation. Along with the facility upgrades, improvements to the overall functionality of the site are proposed. The existing pedestrian walkways from the public sidewalks will be improved in width, grade and surfacing to provide accessible paths throughout the facility. The site landscaping and irrigation immediately surrounding the bleachers, new buildings and the disturbed areas from this phase will be replaced with drought tolerant, fire-resistant vegetation. New field lighting is proposed but funding for such lighting has not been secured. The lighting standards and fixture would not exceed 40 -feet in height. The lighting would utilize the state of the Musco TLC for LED system which delivers highly controlled downward light from the pole top. Musco's information states that the patented fixture visoring greatly reduces glare at the light source. Musco's brochure states that there is no spill light of disruptive glare affecting neighboring homes and the preservation of dark skies. To accommodate the reorientation and layout changes there will be removal offourtrees. Three of these require a tree removal permit. There are three Raywood Ash trees, two trees are 16 -inches diameter at breast height (DBH), and one a 21 -inches in diameter at breast height (DBH). A smaller diameter, 11 -inch DBH Lodgepole pine tree will be removed as well. These trees are to the south of the exiting stadium behind the dugout. To the west of the stadium in the grass field between N Wightman Ave., a 54 -inch DBH Black Locust Tree was recently removed following a structural failure and tree was determined to be hazardous by an Oregon ISA Licensed Arborist, Emergency Tree Removal findings are provided with this application for that tree removal. There are thirteen trees proposed to be planted with the site renovations. Six smaller stature shade trees in the plaza area and seven new street trees on the Iowa Street frontage. Following this initial phase, which is important for the fall 2024 SOU school year, the former baseball outfield to the north of the softball field outfield fencing, that is used for hitting practice with a dual lane batting cage will be converted to a multipurpose, outdoor hitting facility that includes batting cages and golf practice facility within a netted and fenced enclosure. This fenced enclosure will not exceed pole height of 40 -feet thus and is more than 50 -feet from any adjacent residential property. The Southern Oregon University Master Plan 2010-2020 notes the area of the softball field as 'Athletics' which acknowledge athletic uses and that new construction, and some upgrades require a Site Design SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 6 of 19 Review. A Conditional Use Permit for the Softball Field Stadium renovations does not appear necessary because the proposal does not meet the threshold of when a and the setbacks of more than 50 -feet from residential properties are consistent with the SOU Master Plan, and the future stadium lighting standards will not exceed 40 -feet tall. The signage proposed at school campuses, especially college sports facilities, do not fit neatly into the city of Ashland sign code and as such a separate Conditional Use Permit for Government Signage program is proposed for signage associated with the SOU Softball Stadium. The season begins in early February with regular season play ending in late April. SOU Softball has forty- nine regular season games scheduled in the 2024 season. Of those, sixteen games were held at home at the SOU Softball Stadium with the remainder of the games away. All scheduled home games begin at or after 11:00 AM with the last game first pitch at 4:00 PM. With sunset after 6:00 PM, the hours of use and duration of the use of the fields in not increased with the proposal and the 2025 season schedule is anticipated to be similar as the 2024 season (See attached schedule). When SOU softball does well, the season is extended through tournament play, playoffs and championship games. The number of spectator seats or field occupancy is not increased with this proposal thus an assessment of trip generation was not required. The proposal will decrease vehicle trips in one respect because the improvement to the facility allows for all home games to be played in Ashland, at the SOU Softball Stadium. SOU Softball has also historically held student/staff lead girls softball clinics to help teach younger players the game. These educational clinics will continue as the team schedule allows. Excepting the utility connections, the construction and site disturbance is more than 50 -feet from all residential zoned properties. The University, the project team and the softball program believe that the city of Ashland can find that this proposal, though limited in scope and physical impacts beyond the existing fence lines of the softball facility, greatly improves the accessibility, the form and the function of the Southern Oregon University Softball facility and complies with the limited, city of Ashland standards for Site Development and a of an outdoor athletics facility. The Conditional Use Permit criteria of the Softball Stadium Sign Program can be found to meet the purpose and intent of the Government Sign Programs with the proposed limited signage considering the area of the facility and the type of state of the art sports field. The proposal is a substantial improvement to the quality and caliber of the Softball Stadium for the NAIA student athletes and their coaches and supporting staff, the local girls fastpitch softball community, the Alumni Association, and the SOU donor pool. Strong athletic programs are important for all University for recruitment and student retention. The proposed new construction, materials, colors, signage and wrought iron fencing are consistent with the university brand and message. The use and the nature of the application and its review, and taking into consideration the substantial distance from the fields, the areas of disturbance, the location and SOU SOFTBALL STAN UM 1485 IOWA STREET MARCH 2&, 2024 Page 7 of 19 limited use of the lighting, the visibility of future signage, the proposal complies with the Site Design Review and Tree Removal Permit criteria in the Southern Oregon University (SO) Zone. Existing Softball Facilities 1. Locker Room 2. Indoor training and hitting facility 3. Home team dugout 4. 500 -person capascity bleachers 5. Visitors team dugout 6. Future outdoor hitting area in baseball outfield SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 25, 2024 Page 8 of 19 FINDINGS OF FACT SITE DESIGN REVIEW CRITERIA: 18.5.2.050 A. Underlying Zone. The proposal complies with all of the applicable provisions of the underlying zone (part 1_�J.2, including but not limited to: building and yard setbacks, lot area and dimensions, density and floor area, lot coverage, building height, building orientation, architecture, and other applicable standards. Finding_ The subject property is zoned Southern Oregon University District (SO) and subject to the standards from AMC 18.3.6 - SO Zone. Construction of new, non-residential structures in any zone, including public buildings, schools ... and similar public and quasi -public uses in residential zones requires Site Design Review and is subject to the standards of 18.5.2. The SO zoning district is to provide for the unique needs of Southern Oregon University (SOU) as a state educational institution functioning within the framework of the city. The use of the property as an athletics field is an outright permitted use as per 18.3.6.030 Permitted Uses because it is directly related to the educational functions of SOU, located on the city approved SOU Plan and is more than 50 feet from privately owned properties. The SO zone references Chapter 18.5.2 Site Design Review, Parking, Access and Circulation Chapter 18.4.3 and the Sign Ordinance found in 1.8.4.7 are the only portions of the Land Development Ordinance to be effective within the SO zone. Because of the use of the property as a Softball Stadium the Site Design Review sections of code applicable to the review are limited in scope. The orientation, scale, setbacks are based on the softball field use and to limit the areas of disturbance outside of the majority of the existing lawn and tree area between the stadium and the public streets. The proposal is not the introduction of a commercial type of development for which the standards from 18.4.2.040 were intended. The parcel upon which the softball stadium is located is more than 29 acres. The softball facility area encompasses approximately 5.6 acres of the larger parcel area. The proposed structures are more than 25 -feet from any property line. The softball stadium is oriented to the street thorough the replacement of the asphalt walkway with an 8 -foot wide, concrete walkway and a wrought iron arch entry sign similar to the one outside of historic Churchill Hall on Siskiyou Boulevard. The proposed structures, except the bleachers and announcer / press box, are an average height of 12.4 feet tall. Each new structure is less than 1,000 square feet in area and a total area of new structures is 3,403 square feet in area. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 9of19 The proposed structures are to be constructed of Onyx Black, Smooth Face, CMU block. The new structures will have zinc -aluminum, standing seam metal roofing, and black metal gutters and downspouts. The ticketing and concessions building is 30' X 16.43', 493 square foot structure for ticketing and concessions. Vinyl service window and stainless-steel service counters with black metal overhangs are on the plaza area of the ticking and concession's structure. The shed roof structure has an average height of 1.1.72 feet. This structure is setback 50 -feet from Iowa Street property line. Setback 25'-11 5/8" from Iowa Street is a 37' X 26.5', 980 square foot structure that will provide new public restrooms and a secure storage area. This shed roof, single story structure has an average height of 1.2.25 -feet. It is accessible from within the softball plaza area. The home side (south) dugout is proposed to be a 540 square foot dug out. This dugout will also have a small physical trainer room. A 410 square foot dugout is proposed on the visitor's side (left field). New turfed as bullpens and team areas are proposed that are sized and spaced accordingly for fastpitch softball versus the current baseball field sized layout. Dugout structures are proposed to be a light grey, smooth face, CMU with natural wooden accents. The prefabricated, ADA compliant metal bleachers and the announcer booth area will replace the existing 500 -person capascity bleachers. The new backstop and foul ball fencing is proposed to not exceed 30 -feet in height. B. Overlay Zones. The proposal complies with applicable overlay zone requirements (part 183). Finding: The SO Zone is an Overlay Zone and the Zoning of the property. Other overlay zones such as Physical Constraints and Water Resources do not apply. C. Site Development and Design Standards. The proposal complies with the applicable Site Development and Design Standards of part 18.4, except as provided by subsection E, below. Finding: The SO Zone (AMC 18.3.6.020) limits the applicable of the chapters 18.5.2 Site Design Review, 18.4.3 Parking, Access and Circulation, and 18.4.7 Signs. A separate Conditional Use Permit for the SOU Softball Stadium Sign Permit Program is being filed concurrently with this Site Design Review Application. The purpose and intent of 18.4.2.040 for Non -Residential Development speaks directly to Commercial and Employment developments having a positive impact upon the streetscape and this language does SOU SOFTBALL STAN U M 1485 IOWA STREET MARCH 26, 2024 Page 10 of 19 not translate to the proposed renovations to the SOU Softball Stadium and the construction of accessory structures that are necessary to the operations and functions of an NCAA complaint softball stadium. On the following pages, the standards for Site Design Review that apply to the SO Zone are provided. AMC 15.4.2: Building Placement, Orientation and Design 18.4.2.040: Non-residential development B. Basic Site Review Standards. 1. Orientation and Scale. Finding: The softball stadium is oriented to Iowa Street through the replacement of the four -foot wide asphalt walkway that lead to the concessions building with a 16 -foot wide, concrete walkway and a wrought iron arch entry sign similar to the one outside of historic Churchill Hall on Siskiyou Boulevard. This walkway leads to the gated entry and the proposed 493 square foot ticketing and concessions' structure. This structure is more than 50 -feet from Iowa Street. The fencing, the walkways and the archway create a sense of entry. A black wrought iron fence will surround the perimeter of the softball field facing N Wightman and Iowa Street consistent with black fencing found on campus facilities. The existing chain link fencing along the property lines and north of the outfield and encircling the outer field area, along the gravel maintenance driveway, back to the fence along Iowa Street is to remain. The proposed structures, except the bleachers and announcer/ press box, are an average height of 12.4 feet tall. Each new structure is less than 1,000 square feet in area and a total area of new structures is 3,403 square feet in area. The proposed entry signage, black wrought iron fencing and signage provide a clear orientation to the street and provide a clear entry to the SOU Softball Stadium. The limited automobile circulation on the site remains to the side of the existing structures, Though shifted slightly to follow the reorientation of the softball fields and the fencing, the area, surface treatment, location and limited use of the parking area will continue as official and coaching staff parking. The parking, access and vehicular circulation of the property remains as existing. Authorized vehicles only enter the property through a gated driveway opening that is located 468.5 feet to the east of the intersection of N Wightman Street on Iowa Street. The 20 -foot -wide gravel driveway leading to the existing gravel parking area and through to the maintenance outdoor storage area to the northeast of the softball field area. The parking area is an existing gravel area that accommodates six vehicles in an area of 9' X 18' with 22 - feet of backup area. This area is the flyball zone and thus parking is limited to officials and coaching staff SOLI SOETBALI STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 11 of 19 if used at all. The parking area is to the north of the locker room. It is proposed to be reoriented with the realignment of the outfield fencing, edged and re -graveled. The location, the area, the surface materials are based on limited use and the proposed change to the parking is de minimis. 2. Streetscape. Finding: There are substantial trees to the west and south of the softball stadium fencing between the chain link fence surrounding the field and the streets. There are seven trees along the frontage of the stadium from N Wightman Street to the driveway. The landscape plan provides for seven additional street trees along Iowa Street. There are substantial numbers of trees present along N Wightman Street due to the canopy density, no additional trees are proposed. 3. Landscaping. Finding: One of the best features of the existing SOU Softball Stadium is the large stature trees on the south and west sides of the field that provide shade, habitat and a large physical buffer. A tree survey was conducted, and a tree protection and preservation plan were created in accordance with AMC 18.4.5.030 has been developed under the guidance of the project Arborist. Based on the field realignment, plaza area creation and dugout reconstruction, and layout changes there will be removal of four trees. Three of these require a tree removal permit. There are three Raywood Ash trees, two trees are 16 -inches diameter at breast height (DBH), and one a 21 -inches in diameter at breast height (DBH). A smaller diameter, 11 -inch DBH Lodgepole pine tree will be removed as well. These trees are to the south of the exiting stadium behind the dugout. To the west of the stadium in the grass field between N Wightman Ave., a 54 -inch DBH Black locust Tree was recently removed following determination of eminent structural failure and tree was determined to be hazardous by an Oregon ISA Licensed Arborist, Emergency Tree Removal findings are provided with this application for that tree removal. These trees are mitigated for with the six shade trees within the plaza area and the seven new street trees adjacent to Iowa Street. Native seed grass mix will be planted outside of the turf areas to replace the existing outfield grass following realignment and reconstruction of the field. The irrigation system will be upgraded and modified to provide irrigation to any of the new trees and vegetation areas. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 12 of 19 The significant Black Oak tree to the southwest of the bleachers will be retained and utmost care will be taken to ensure this tree has the best chance of survival. Utilities have been routed around the tree. Construction impacts are limited in the root zones of the remaining trees. The project arborist or the head of SOU Landscaping and Maintenance will be onsite during the demolition work, and during site work within the driplines of the trees. The contractor with the oversight of the SOU Landscape and Maintenance Staff, who is required to install and maintain the tree protection measures pursuant to this application shall perform all development activities, including but not limited to clearing, grading, excavation, or demolition work, on site in accordance with the approved tree protection measures installed and maintained pursuant to the approved tree protection and preservation plan. 4. Designated Creels Protection. Finding_ Not applicable. S. Noise and Glare. The noise generated by the SOU Softball Stadium will remain as presently generated. During the game announcements and limited musical interludes between innings will occur as they do presently. The current Public Address (PA) system will be upgraded, but the volumes and frequency will be the same as current volumes and duration. Additionally, the speakers for the PA system are directed away from the residential zones which is more than 80 -feet to the west and towards the playing field. New field lighting is proposed funding for such lighting has not been secured so vertical construction may be delayed. Since the electrical infrastructure and the engineered bases are to be installed at the time of the site preparation and infrastructure for construction of the field, this application addresses future field lighting. SOU Softball plays limited games when lighting is needed. Most of the SOU Softball games occur during the day (see 2024 game schedule attachment). Lighting is typically only utilized for evenings as the light diminishes. Regular season games are during daylight hours. The lighting standards and fixture would not exceed 40 -feet in height. The lighting would utilize the state of the Musco TLC for LED system which delivers highly controlled downward light from the top of the pole. Musco's information states that the patented fixture visoring greatly reduces glare at the light source. Musco's brochure states that there is no spill light or disruptive glare affecting neighboring homes and the preservation of dark skies. The lighting will be full spectrum so that colors are realistic. The lights will be more than 80 -feet from any SOU SOFTBALL STADI U M 1485 IOWA STREET MARCH 26, 2024 Page 13 of 19 adjacent property line and directed at the field only. The fighting standards will not obstruct any walkway. Furthermore, there are numerous large stature deciduous trees adjacent to the North Wightman Street frontage which will also provide additional screening of lighting from the residential homes. The large stature trees along the Iowa Street frontage will provide additional screening for the homes to the south of the Iowa Street and Wightman Street intersection. 6. Expansion of Existing Sites and Buildings. Finding: The site as a former baseball and now SOU Softball Stadium does not conform to the norms of the Site Design and Use Standards for non-residential development for a number of reasons. The site is not being enlarged or expanded through this proposal. The capascity of the seating remains the same as the present SOU Softball Stadium. Though not expanded, a site circumstance where non -conforming, is a lack of secure bicycle parking. Campus wide the University has been increasing bicycle parking. The new dorms, the new Lithia Motors Pavilion increased secure bicycle parking. With this proposal, there are eight secure bicycle parking U - Rack spaces being introduced to the left of the new gated entry to the SOU Softball Stadium. The players can park their bicycles within the training facility structure. The proposed bicycle parking spaces are sized and spaced in accordance with AMC 18.4.070. The introduction of secure bicycle parking improves the non -conforming situation of no bike parking at the SOU Softball Stadium. D. City Facilities. The proposal complies with the applicable standards in section 1$.4.6 Public Facilities, and that adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the property, and adequate transportation can and will be provided to the subject property. Finding: As detailed in the site survey and the civil engineering plans there are public facilities within the existing public right of ways that serve the property. There are existing restrooms and a concession building that connect to the city water, sanitary sewer, electrical and storm drainage facilities. The new construction will also be connected to the existing infrastructure. There have not been any noted deficiencies in public utilities serving the softball facilities. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 14 of 19 The concessions and ticketing building will not be cooking food or preparing food that requires a grease trap. All for sale items will be pre-packaged snack foods and drinks. The frontage improvements along both Iowa Street and N Wightman Street are pre-existing, eight -foot - wide paved paths. These facilities and apart from the planting of street trees there are no modifications to the public streets or work in the public right of way. The number of spectator seats is not increased with this proposal thus an assessment of trip generation was not required. The proposal will decrease vehicle trips in one respect because the improvement to the stadium facilities allows for all home games to be held in Ashland, at the SOU Softball Stadium. This is due to the need to hold games at turf surface facilities with lighting due to weather conditions and time of play based on conference scheduling. When games are held at facilities outside of Ashland such as Lithia Driveway Fields in Medford all coaches, team members, staff, and spectators must leave town. The SOU Softball team will be able to reduce vehicle miles traveled by students, staff and supporters by allowing games to stay in Ashland vs. traveling to Medford allowing for pedestrian and bicycle riders to attend games in Ashland. E. Exception to the Site Development and Design Standards. The approval authority may approve exceptions to the Site Development and Design Standards of part 18.1 if the circumstances in either subsection 1, 2, or 3, below, are found to exist. 1. There is a demonstrable difficulty meeting the specific requirements of the Site Development and Design Standards due to a unique or unusual aspect of an existing structure or the proposed use of a site; and approval of the exception will not substantially negatively impact adjacent properties; and approval of the exception is consistent with the stated purpose of the Site Development and Design; and the exception requested is the minimum which would alleviate the difficulty; 2. There is no demonstrable difficulty in meeting the specific requirements, but granting the exception will result in a design that equally or better achieves the stated purpose of the Site Development and Design Standards; or 3. There is no demonstrable difficulty in meeting the specific requirements for a cottage housing development, but granting the exception will result in a design that equally or better achieves the stated purpose of section 18.2.3.090. Finding: The site is unique to the Site Design Standards because it is not a Commercial or Employment development that has customer traffic or business to a pedestrian oriented entrance. It is an outdoor softball stadium. Based on the use, the substantial setbacks from the public right-of-way, it can be found SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2624 Page 15 of 19 the SOU Softball Stadium complies with the applicable site design standards and no exception to the design standards are requested. TREE REMOVAL PERMITS Finding: Based on the SOU Softball Stadium realignment, the creation of the entry plaza area and dugout reconstruction, there will be four trees removed, Three of these are Significant Trees that require a tree removal permit. There are three Raywood Ash trees, two 16 -inches diameter at breast height (DBH), and one a 21 -inches DBH. A smaller diameter, 11 -inch DBH Lodgepole pine tree will be removed as well. These trees are to the south of the exiting stadium behind the dugout. To the west of the stadium in the grass field between N Wightman Ave., a 54 -inch DBH Black Locust Tree was recently removed following a structural failure and tree was determined to be hazardous by an Oregon ISA Licensed Arborist, Emergency Tree Removal findings are provided with this application for that tree removal. 18.5.7.040 A. Emergency Tree Removal Permit. An Emergency Tree Removal Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. I. If the condition of a tree presents an immediate danger of collapse, as defined in part 18.6, and represents a clear and present hazard to persons or property, an emergency tree removal permit may be issued and the payment of a fee may be waived. The Staff Advisor may require the applicant to hire an arborist to review the evidence to ascertain whether the tree presented an immediate danger of collapse. Finding The 54 -inch DBH Black Locust tree was removed after being monitored by SOU Landscaping Staff for years, it was determined that the tree was in immediate danger of structural failure. The tree was removed by SO Tree Care who is staff and owned by ISA Certified Arborists because the tree was in hazardous condition. Hazard Tree. A hazard tree is a tree that is physically damaged to the degree that it is clear the tree is likely to fall and injure persons or property. A hazard tree may also include a tree that is located within a public right of way and is causing damage to existing public or private facilities or services and such facilities or services cannot be relocated. The tree was structurally unsound as depicted in the photos on the following page. SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 16 of 19 S. Tree Removal Permit. 2. Tree That is Not a Hazard. A Tree Removal Permit for a tree that is not a hazard steal I be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The tree is proposed for removal in order to permit the application to be consistent with other applicable Land Use Ordinance requirements and standards, including but not limited to applicable Site Development and Design Standards in part 18.4 and Physical and Environmental Constraints in part 18.3.10. Finding: There are three Raywood Ash trees that are greater than 12 -inches in diameter at breast height that require a tree removal permit. Two of the Raywood Ash trees are 16 -inches DBH and a third is 21 -inches DBH. An 11 -inch DBH Lodgepole Pine is proposed for removal, but it is not a Significant Tree and tree removal permit review is not required per 18.5.7.020.C.5. The trees are directly south of the existing softball stadium home side bleachers and iwhtin the area of construction of the new plaza entry area, the home side bleachers and the pedestrain walkways within the Softball Stadium area. b. Removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. Finding: Removal of the tree Raywood Ash trees will not impact erosion, soil stability, flow of surface water, protection of adjacent trees or existing windbreaks. c. Removal of the tree will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. The City shall grant an exception to this criterion when alternatives to the tree removal have been considered and no reasonable alternative exists to allow the property to be used as permitted in the zone. Finding: There are more than 35 trees in the vicinity of the SOU Softball Stadium and the three -tree subject to tree removal. The removal of the tree Raywood Ash trees will not have a significant negative impact on the tree densities, sizes, canopies or species diversity within 200 -feet of the subject property. d. Nothing in this section shall require that the residential density to be reduced below the permitted density allowed by the zone. In making this determination, the City may consider alternative site plans or placement of structures of alternate landscaping designs that would lessen SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 1S of 19 the impact on trees, so long as the alternatives continue to comply with the other provisions of this ordinance. Finding: Not applicable. There is not a residential component to the proposal. e. The City shall require the applicant to mitigate for the removal of each tree granted approval pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit. Finding: The three trees removed will be mitigated for with seven street trees and six smaller patio shade trees. The seven street trees will achieve similar size and stature at maturity as those removed to accommodate the renovation of the SOU Softball Stadium. Attachments: Assessors Map SOU Softball 2024 Schedule Musco Field Lighting Information Architectural Drawings: Site Plans (A0.1— A0.4) Architectural Renderings (AO.01— AO.04) Elevations (A3.3C; A4.41) and A5.4R) Civil Engineering Plans: Grading and Drainage (01.01) Utilities (C2.01) Detail Sheets (C3.01 and 03,02) Landscape Architecture Plans: Tree Protection Legend and Details (LO.1) Tree Protection Plan (L0.2) Landscape Site Plan (1-1.1) SOU SOFTBALL STADIUM 1485 IOWA STREET MARCH 26, 2024 Page 19 of 19 �nnusrssxssurnvn rae,nsov ouv N.E.1/4 S.W.1/4 SEC,10 T.39S. RAE. W,M, JACKSON COUNTY V -1w 39 IE [OCA ASHLAND 39 IE ]OCA ASHLAND c:wo>��ns.xu RF.4' Mr�mLv i, _itY� Southern Oregon University Athletics 2024 Softball Schedule Overall 1 p.m. PCT Conf 17-8 April ig, 2024 (Friday) .680 6-3 Streak Caldwell, Idaho. Home Away L4 Coliage of Idaho 4-8 12-6 'All times Paaic Away i College of Idaho :Caldwell, Idaho April 28, 2024 (Saturday) IMP? '1F- .,, OJNIiJn rm` lf�[��,tji[,Il IfY �iRr17¢] 'ri�uln �tfl:,lll( Fehmary 3, 2024 (Saturday) 10 a.m. Neutral Jessup (Calif.) Redd#ng, Calif, February 3, 2024 (Saturday) 3:30 p.m. Away .. Simpson (Cali}.) ` Redding, Calif. Febmary 3, 2024 (Saturday) 6 p.m. Neutral Jessup (Ca€iL) ',, Redding, Calif. Febmary 10, 2024 (Saturday) 11 a.m. Away Western Oregon Monmouth, Ora. February 10, 2024 {Saturday) 1 p.m- Away Western Oregon .', Monmouth, Ore. February iS, 2024 (Friday) 3:30 p.m. Away j Arizona Christian Glendale, Adz. '.. February 16, 2024 (Friday) 5:30 p.m. Away Arizona Christian G€endale, Adz February 17, 2024 (Saturday) 10 a.m. Away 011awa (Adz.) Surprise, Ariz. February 17, 2024 (Saturday) 12 p.m. Neutral Parc Gilbert (Ariz.) ? Surprise, Ariz. Febmary 22, 2824 (Thursday) 12 p.m. Away Vanguard (Calif.) Costa Mesa, Calif. February 22, 2024 (Thursday) 2 p.m. Away Vanguard (Calif.) Costa Mesa, Calif. February 23, 2024 (Friday) 11 a.m. Away Hope International (Calif.) Folledon, Calif. February 23, 2024 (Friday) 1 p,m. Away Hope International (Calif.) Fullerton, Calif. March 2, 2024 (Saturday) 14 a.m. Away Warner Pacific Nappy Velfey, Ore. March 2, 2324 (Saturday) 1 p -m. Away Warner Pacific Happy Valley, Ore. March 3, 2024 (Sunday) 11 a.m. Away Warner pacific Happy Va€ley, Ore. March 3, 2024 (Sunday) 1 P.M. Away Warner Pacific ', Happy Wiley, Ore. r March 8, 2024 (Friday) i P.M. Home Carfoll (Mont) Ashland, Ore, March 8, 2024 (Friday) 3 p.m- Home Carroll {Mont.) Ashland, Om. March 9, 2024 (Saturday) 11 a.m. Home Carra l (Mont.) Ashiand, Ore. March 91 2024 (Saturday) f p -m. Home Carroll (Mont.) Ashland, Ore - March 15, 2024 (Friday) 2 p -m. Away ` Oregon Tech Klamath Falls, Ore. March 15, 2024 (Friday) 4 p.m. Away Oregon Tech Klamath Falls, Ore. March 16, 2024 (Saturday) ii a.m. Away Oregon Tech Klamath Falls, Ore. March 16, 2024 (Saturday) 4 p -m, Away , Oregon Tech Klamath Falls, Ore. March 21, 2024 (Thursday) 2 p.m, _ Home i, Providence (Mont) Ashland, Ore. March 21, 2024 (Thursday) 4 p.m. Home Providence (Mont) '.. Ashland, Ore. March 22, 2024 (Friday) 11 a -m. Home Providence {Mont.) ' Ashland, Ore. March 22, 2824 (Friday) 1 p.m. Home Providence (Mont.) Ashland, Ore. March 28, 2024 (Thursday) 2 p.m. Home Bushnell Ashland, Ore. March 28, 2024 (Thursday) 4 p.m. Hame Bushnell Ashland, Ore, Match 29.2024 (Friday) 11 a.m. Home ; Bushnelf Ashland, Ore. March 29, 2024 (Friday) 1 p.m. Home ' Bushnell Ashland, Ore.. - April 5, 2024 (Friday) 2 p.m. Away Corban Salem, Ore.'', April 5, 2024 (Friday) 4 p.m. Away Corban ? Salem, Ore. April 6, 2824 (Saturday) If a.m. :. Away Carbon Salem, Ore, April 6, 2024 (Saturday) 1 p.m. Away ' Corban Salem, Ore. April 12, 2024 (Friday) 2 p.m. Home ', DAUsh Columbia Ashland. Ore, April 12, 2024 {Friday} 4 p.m. Home British CommUa Ashland, Ore. Apdi 13, 2024 (Saturday) 11 a.m. Home British Columbia Ashland, Ore. PCT .667 Neutral 1-2 h inti L, 8-12 W, 8.3 L, 6-9 W, 5-2 W, 7-5 W, 1-0 W. 5-1 W. 25-1 (5 inn.) W, " W, 4-2 W. 4-3 L, G-1 (81nn.) L. 3-5 W, 11-2 f5 mn.} W. fl -2 (5 inn.) W, 11-0 (S Inn.) W, 13-0 (5 Inn.) W. 3-1 W, 8-0 (6Inn.} W, 9-1 (5 Inn.) W, 5-0 L, 2-4 L, 5-6 L, 0-3 L. 1-2 April 13. 2024 (Saturday) 1 p.m. - Home British Columbia', Ashland, Ore. April ig, 2024 (Friday) 1 p.m. Away Coltege of Idaho Caldwell, Idaho. April 19, 2024 (Friday) 3 p.m. Away Coliage of Idaho Caldwell, Idaho '. April 20, 2024 (Salurday) 10 a.m. Away i College of Idaho :Caldwell, Idaho April 28, 2024 (Saturday) 12 p.m. ` Away College of Idaho Caldwe6, Idaho Apr€126, 2024 (Friday) 2 p.m.,, Home Easlam Oregon Ashland. Ore. April 26, 2024 (Friday) 4 p.m. Hnme Eastern Oregon :Ashland. tlm. April 27, 2024 (Saturday) 11 a.m. Rome Eastern Oregon', Ashland, Ora. April 27, 2024 (Saturday) 1 p.m. Home Eastern Oregon Ashland, Ore. May 3, 2024 (Friday) TBD Neutral TBD TBD Cascade Conference Teumemenl Presented by U.S. Bank i May 13, 2824 (Monday} TBD Neutral TBD TBD : NAIAChamplonshlps Opening Round May 23, 2024 (Thursday) TBD Neutral TBD Columbus, Ga, NAIA Wodd Series Copyright 0 2024 Southern Oregon University Athletics Mq�,f xt TLC for LED Total Light Control" MORM (11� t' t =X`Y 1S With the emergence of LED sports lighting, facility owners are discovering that different manufacturers produce vastly different results. The LED light source hasAistinctive challenges and advantages.To realize the full potential of LED lighting, it takes experience and a proven system for controlling and applying the unique characteristics of the diode in a sports setting. 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Our system provides a more protective environment for the LED's sensitive electronics, integrated grounding, surge protection, and remote drivers so servicing can be done from a step ladder, not a lift. ., SIMIN111111211211'�.I frorn'thefoundati.. othe poletop. r� 1 hlevl T the fulf lntegratea Lightning tji `Poletop Luminaire Assembly; f®r Total Ugh Control wire Harness'. :Electrical Components Enclosure. 3 I r. Galvanized . 5teeiPole _ j ' r Precast i Concrete; n ,'ri Base r� 1 hlevl T the fulf lntegratea Lightning The key issues in sports lighting haven't changed ---how do you put more light onto the field, spill less around it, protect the night sky, reduce glare, and ensure it performs when needed and withstands the elements. OurTLC for LEDO system delivers highly -controlled downward light from the poletop, along with precisely -targeted upward light from our BallTracker® luminaires. Together, this patented system illuminates the underside of ball in flight, creates better contrast against the dark night sky, and creates unparalleled cut-off, preventing spill and glare from affecting the surrounding area. And for an enhanced entertainment experience, Musco's strategically located color -changing luminaires and innovative light -to -sound synchronization capabilities create Big League light shows for players and fans at fields of all sizes. This is why, when you walk onto afield lighted by Musco, it just looks better. "Now you can actually seethe seams of the baseball coming in at yocr, and you can pick up spin easier. BallTracker is really important because when the ball gets Lip into the air it keeps the ball white against the Clark sky. 5o it helps a lot.' — Nate Esposito, Wilmington Blue Rocks (MiLB) from the light source to the field. Sahlen Field, Buffalo, Mew York, USA Estadiu iigres - Nuevo [eon, Mexico A Solution Neighbors Will Love Emitting light is easy, controlling it isn't. At Musco, we care as much about preserving darkness around your field as we do putting high-quality lighting onto it. Our system's custom optics, designed around the LEDs, control and apply the light precisely where it's needed. And our patented fixture visoring greatly reduces glare at the light source. This means no spill light or disruptive glare affecting neighboring homes, and the preservation of dark skies above. It's why our system could be installed at a large, multi -field sports complex located in close proximity to an international airport. Our light control capabilities have made lighting possible at fields where, previously, it wasn't allowed due to community concerns. preserving the night sky. "Glyndon Park is in a naturally wooded residential area. We didn't want to illuminate the homes of neighbors in the area, i initially wasn't supportive ofputting in traditional lights. The product Musco has developed allows us to light this field, yet light nothing else around it." --- Parks and Recreation Director, Vienna, VA Glyndon Park Little League, Vienna, Virginia, USA X; j >R 111 MM' With the remote facility management of Musco's Control -Link' service, your field will always have light when it's needed. You'll be able to instantly turn your lights on or off from anywhere, with the touch of a smart phone. our Team at Control -Link Central" will be there for you 24/7 to provide scheduling and monitoring support. In fact, if a problem arises we'll likely know about it before you do, right down to the fixture. Here's a look at the service we provided customers in just the past year: • Turned lights on/off remotely for more than 7.6 million events. • Conducted routine inspections and maintenance at over 11,000 fields. • Helped with scheduling and answered questions on over 297,000 calls, over 98 1,000 app sessions, and 1.3 million web site log -ins. • Traveled enough miles servicing fields to circle the equator 24 rimes. And with our 25 -year parts and labor warranty, you'll have peace of mind for the next 9,125 days knowing that you'll pay zero maintenance costs, won't have headaches over staffing and managing your lights, and will be free from neighbors complaining about lights being left on. assuring he'results you expect, Control from foundation to poletop... froEn the light source to the field, preserving the night sky... assuring the results you expect, day 1.. , year 1... and for 25 years. [ Control from foundation to poletop... froEn the light source to the field, preserving the night sky... assuring the results you expect, day 1.. , year 1... and for 25 years. 22.00 in (559 mm) 26.001n (880 mm) 27.00 in 1686 MM) Luminaire Data Weight (luminaire) UL listing number UL listed for USA / Canada CE Declaration Ingress protection, luminaire Impact rating Material and finish Wind speed rating (aiming only UL, IEC ambient temperature rating, luminaire 67 lb (30 kg) E338094 UL 1598 CSA -C22.2 No.250.0 LVD, EMC, RoHS . ........................... IP65 IK07 Aluminum, powder -coat painted 150 mi/h (67 m/s) 50°C (122-F) Photometric Characteristics Projected lumen maintenance per IES TM -21-11 L90 (20k) >120,000 h L80 (20k) >120,000 h L70 (20k) >120,000 h Lumens' 131,200 CIE correlated color temperature 5700 K Color rendering index (CRI) 90 typ LED binning tolerance 7 -step MacAdam Ellipse Television lighting consistency 75 min index (TLCI) Footnotes; 1) Incorporates appropriate dirt depreciation factor for life of luminaire. U,S.and Foreign patent(s) issued and pending • 2021 Musm Sports Lighting, LLC • TLC -LED -1500 570OK 90TYP CRI • M-4552-enO4-1 I Driver Data Electrical Data Rated wattage' Per driver 1430 W Per luminaire 1430 W Number of luminaires per driver 1 Starting (inrush) current <40 A, 256 ps Fuse rating 15A UL, IEC ambient temperature rating, 50-C (1227) electrical components enclosure Ingress protection, electrical IP54 components enclosure ................... ... . ........................... ........................... . Efficiency 95% Dimming mode optional Range, energy consumption 12-100% Range, light output 17-100% Flicker <2% Total harmonic distortion (THD) at full <2O% output Typical Wiring Surges protection -------------- Controller Li Discannect (II present) Fuse Driver i �,,,,,,,, __L__— Luminaire L2* l=ose * If L2 is neutral then not switched or fused. I Not present if indoor installation, Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 25°C ambient temperature environment. 2) Operating current incudes allowance for 0,90 minimum power factor, operating temperature, and LED light source manufacturing tolerances, Notes 1. Use thermal magnetic HID -rated or D -curve circuit breakers. 1 See Musca Control System Summary for circuit information. �2 U.S, and issued and pending • 2021 Musm Sports Ughting, LLC , TLC-LEDA5005700X90TYP CRI - M-4552-en04-1 x s r g; t.' ®231 %2023 M—.5p—. Llghdng, LL[ US and "g, p1—. hwed and W.31.a - td -3057.e,04-2 :MINOR MEMO ATE, Solutions for Lighting SITE -PIAN s=rna l�sxtry GENERAL NOTES 'S-�SjjEap� —wLL KEYNOTES -SITE PLAN D _ rr.vm�e.me.� J 2 4 h .. r�.r.�aa�x..w�cwmErmwexrreww,�. � �� 2— � ti3 —RAU I TE PIAN AO.1 aENERAL No7E5 - 517E puN 3.1 KEYNOTES - SITE PLAN xw. �ei'e"inm I .ar>•xwironroe�va PWrv:l>,o � 1� - - w �iraa.rn.,rtxannvrmwxe a— I a Y/ L ' 3 IFYUY It .rxs+�ewff r.xrcr rwewo.w.ssiamwm LL Oog ENPAn�Eo s{re PEAK-F€ELO i ENLARGED SITE - PIAN - FIELn alil k�sl Yd'{Ix[E7, _ 7 13 SLA1E inY. .L /� AO.2 ~ GENERAL NOTES - WTE PLAN '-----'-- ^ ' ----------------� |���� | Lt IL V f � ! | ' / 1 -- l | 1 B �\ IOWAST. �0 �� SOU - SOFTBALL STADIUM PLAN1dING aIRDSEYE A0,09 SOU - SOFTBALL STADIUM PEANNiNG PLAZA A0.02 SOU - SOFTBALL STADIUM PEANNING STADIUM ENTRY ADM SOU - SOFTBALL STADIUM P0 J NN3N� BLEACHERS -PLAZA A0.04 GENERAL NOTES -EXT ELEVATIONS EX T. FIFVATION-CONCESSIONS-NORTH EXT. ELEVATION rule .a E A`n�xm EXT. ELEVATION -CONCESSIONS - WEST 4 EXT. ELEVATION - GONCESSIONS - SOUTH 3 ="K -5,""P ecus va-tiiw mzi» CANGE551 f TjCi TlNc _ EXt RIOR EIEVAT3ONs A3.3C � O 1 G EX T. FIFVATION-CONCESSIONS-NORTH EXT. ELEVATION rule .a E A`n�xm EXT. ELEVATION -CONCESSIONS - WEST 4 EXT. ELEVATION - GONCESSIONS - SOUTH 3 ="K -5,""P ecus va-tiiw mzi» CANGE551 f TjCi TlNc _ EXt RIOR EIEVAT3ONs A3.3C 4 1 € TT f I I ;�, la r TRAlNENc- E%TEAIOFl EXT. ELEVATION - AWAY- WEST 9 EXT. ELEVATION -AWAY-SOUTH n,x,n A4.4D EXT. ELEVATION - REST.ISTOR. - NORTH EXT. ELEVATION - REST. ISTOR.-EAST --1 w -I,a,M 2 - I �.�. =II,s GFNERAt NOTES—EXT ELEVATIONS KEYNOTES— EXTERfOR ELEVATIONS+—� V uev EXT. ELEVATION —REST.ISTOR.»WEST 4 EXT, ELEVATION —REST./STOR.—SOUTH IriM 351 - �b'f-N rxl Eul£ Ih I'A'(ItY I� :CA1E 5A Is (11Yn1 RESIRWM9l STdR.- E�Ealox ELEVAT6N5 A5.4R � J �o Q Q 4 zs r J � m W i7 Z O O� i� O �m EXT. ELEVATION —REST.ISTOR.»WEST 4 EXT, ELEVATION —REST./STOR.—SOUTH IriM 351 - �b'f-N rxl Eul£ Ih I'A'(ItY I� :CA1E 5A Is (11Yn1 RESIRWM9l STdR.- E�Ealox ELEVAT6N5 A5.4R KEYNOTES - SITE DE:TAIM S F T"344 .................... EXT. ELEVATION - ENTRY GATE(D iv.A 19 0 ENLARGED SITE - PLAN - ENTRY GATE r,"% D 0 AO.6 [[t c ...�� � :•e>.: } � g I I-[��. [�,�}[ ' PRE a[pMI�NA —41 Al CONS1FUCr10—atIriaNN 1 uu ¢ S p �F c f � 3 ilii i i � � E > •:_ � _ 3 - - ... NMI�i ZF - it p 4U nsax�nanons p,,,...,a.z�..��.-...�_.,,.,.�..�.^..�::.r�,...` d.�..� ,��,�-,��_.. ,^�-�.•,.,,...�..0 rp`7 �cRaolNc C i IIEPME YOV .IC Oma.. o.=,�.. ��.�.µ[ n',....•...��..., O [�..,,�•,... .:.,.�. ��,�.:� �. �,='s.,�-.�.�.�, ��7 -, _ _ u�v. >, ......... o�u v,.�.r,v ,a� ^. r. a, -e ,�'i..WM u3u.I .Ja ,rc..ss ... ....,nn ..-..__ C1� -~-'-^`-~~-~-----~- ------``-- --'---'-------'--- Cmt NME P AWL HMO T B cAti.Bm YD m, C3.01 ffLirm MTAU C T1i 6'EPORE Y.ol1r Oiu i i -aw, ee�so�eLrou suc �-aao-aix-xo�a a MTAU C3.03 W=. omauraEaTrn�To • REtuni EE is Retrive TP2RerxYixi :ft TERRAIN =W o� �Qz a� ¢ �O m =� O C� za � � I FEU51ai6 AL4tiNNG TNEE PAOTEcilofi PLAN LO.2 willill ill ME IN Ing, -W WORSE INS 11111111ra raw= 1485 IOWA STREET SOU SOFTBALL STADIUM SIGN PROGRAM CONDITIONAL USE PERMIT so Southern OREGON � uluNivERsirY �=� ROUE PLANNING 9 OEVELQPMENT SERVICES. LLC CONDITIONAL USE PERMIT FOR GOVERNMENT SIGN PROGRAM Southern Oregon University Softball Stadium 1485 Iowa Street Property Owner: Agent for University: State of Oregon Southern Oregon State College 1250 Siskiyou Boulevard Ashland, OR 97520 Jim McNamara Facilities Management & Planning 351 Walker Avenue Ashland, OR 97520 Applicant: Southern Oregon University Athletic Department Matthew Sayre, Athletic Director 1250 Siskiyou Boulevard Ashland, OR 975020 Architectural Services: KSW Architects Matthew Small 66 Water Street, Suite 101 Ashland, OR 97520 Planning Consultant: Rogue Planning & Development Services, LLC Amy Gunter 1314-B Center Dr. PMB#457 Medford, OR 97501 Subject Property: Southern Oregon University (SOU) Softball Fields 1485 Iowa Street Map: 39 1E 10CA; Tax Lot: 100 Comprehensive Plan Designation: Southern Oregon University Zoning: Southern Oregon (SO) 1 REQUEST: Request for Conditional Use Permit for the Sign Program at the Southern Oregon University (SOU) Softball Stadium. The requested Sign Program is to propose new signage and adjust the location, the area and the type of sign used for the scoreboard at the Softball Stadium in conjunction with a proposed Site Design Review for proposed renovations to the SOU Softball Stadium. A Conditional Use Permit is required for Governmental Signs. All educational institutions and campuses, the Asante, Ashland Community Hospital, and Oregon Shakespeare Festival have sign programs approved through a Conditional Use Permit approval. PROPERTY DESCRIPTION: The Southern Oregon University (SOU) Softball Stadium is located at 1485 Iowa Street, northeast of the intersection of Iowa Street and North Wightman Avenue. The softball stadium and field areas encompass approximately 6 -acres of the 29.34 -acre parent parcel. The softball complex is bound by North Wightman Avenue to the west, the Southern Oregon University Student Family Housing complex that is accessed from N Wightman Ave, is north of leftfield and the railroad tracks further north. Walker Avenue is 685 feet to the east. The SOU softball facility is located where the former SOU baseball fields were until the baseball program was canceled in the early 1980s. Following that time, the fields were used by Ashland Youth baseball teams. In 2001, the SOU Softball Program was revived and the outfield and dirt infield modified to softball field dimensions. The distance from the dugouts to the playing field remains at baseball field distances. There is a seating capascity of 500 in the existing bleachers. The bleachers and press box have not been changed or upgraded since being installed or slightly improved in 2001 for the softball field conversion. The previous concession stand building has been converted to the team's locker room. There is an indoor batting cage/hitting facility, and the existing locker room are on the Iowa Street side of the field. These buildings are inside of the perimeter fencing. The six -acre area of the SOU Softball Stadium property abuts the Multi -Family Residential Zone to the east. There is approximately 80 -feet from the existing fence from Iowa Street and 75 -feet from Wightman Street to the perimeter fencing of the south and west boundaries of the facility. All proposed signage is more than 100 -feet from the residential zones. Along both Iowa Street and Wightman Street there are substantial deciduous trees that provide shade for the stands and buffer the residential property to the west. 2 PROPOSAL: Since the reintroduction of softball as an intercollegiate sport and the field conversion from baseball to softball, the SOU softball program has gone on to win several Conference Championships and three National Titles. The SOU softball program is one of the most popular sports with fans, the SOU alumni and the community members. The SOU student athletes are involved community members, carry excellent GPAs and proudly represent the University and the city of Ashland wherever they go. The proposal is to realign the softball field and reconstruct it to comply with National Collegiate Athletic Association (NCAA) Standards, meet the needs of the team, meet the college facilities department standards and regulations, and the city of Ashland standards while being mindful that the goal is to complete construction by fall 2024. The types, areas, locations, and materials for signage proposed with school facilities, especially collegiate, outdoor sports facilities, do not fit neatly into the city of Ashland sign code and as such a separate Conditional Use Permit for Government Signage program will be necessary to allow for signage associated with the SOU Softball Stadium. There are similar programs instituted for other areas of the SOU Campus (Lithia Motors Pavilion, Raider Football Stadium, and campus directional signage throughout), Asante Ashland Community Hospital, and at all the Ashland School District Schools campuses. The present SOU Softball Stadium lacks a clearly defined, accessible entrance for game attendees that leads to a ticketing booth, the restroom area, concessions, etc. The renovations proposal seeks to greatly improve the public accessibility to one of the facilities, which is also one of the most popular student athlete programs at SOU. From Iowa Street, a new, welcoming entry plaza area framed by an entry arch replicating the historic entry arch at Churchill Hall that will define the entry into the SOU Softball Stadium. The plaza area will have a new structure for ticketing and concessions, new restrooms and a secure storage area. Accessible pathways leading to the updated facilities will be provided throughout the attendee area. This archway sign is proposed to be 30.5 square feet in area. The sign is proposed to be atop two, 11 foot, 2 -inch tall metal posts. Facing Iowa Street, a 72.5 square foot Raider graphic printed upon a metal sign is proposed on the Southside of the ticketing booth. The proposed replacement scoreboard is 287.5 square feet in area. This sign is proposed to be located more than 100 -feet from the residential zone, and located perpendicular to the residential zone and not facing it as the present sign does. This replaces the existing approximately 200 square foot scoreboard that is present on the Rightfield line and facing the residential zone. The Videoboard will only be used for intercollege softball games. Will not be used to show movies, etc. or during practices. 3 Videoboard will be used between 20-30 days a year and during those days, it will average about four hours of usage a day. Videoboard does not have a sound system attached to it and the Videoboard will not be used at night. Temporary shade screens are hung on the bleachers during the season. The shade screens are 636 square feet in area and feature player graphics, and text. These shade screens both recognize, celebrate and encourage the student athletes and provide visual and sun screening of the bleacher area. These banners are occasional and not permanent features. There are other SOU branded graphics that are on the fence rails and foul post pads. These are not readily visible from the public right of way and many hundreds of feet from the public right of ways and property lines and not part of the sign program due to their distance from the property lines and that they are directional and safety barriers. The University, the project team and the softball program believe that the city of Ashland can find that this proposal, though limited in scope and physical impacts beyond the existing fence lines of the softball facility, the Conditional Use Permit criteria of the Softball Stadium Sign Program can be found to meet the CUP criteria and that considering the area of the facility and the type of use as a state of the art sports field on a proud University campus the signage will not have a greater impact on the adjacent properties or their use than a use permitted in the SO zone. CONDITIONAL USE PERMIT APPROVAL CRITERIA - 18.5.4.050 1. That the use would be in conformance with all standards within the zoning district in which the use is proposed to be located, and in conformance with relevant Comprehensive plan policies that are not implemented by any City, State, or Federal law or program. Finding: The proposed use is in conformance with the standards of the SO Zoning District. The SO Zoning District is designed to provide for the unique needs of Southern Oregon University (SOU) and focus on educational aspects and contributions to the community. The Conditional Use Permit review is for the proposed Government Sign Program for a SOU Softball Stadium Sign Program. Conditional Use Permits are typically reviewed to ensure that they will have no greater adverse material effect on the livability of the impact area than would development of the subject property according to the target use of the zoning district. The proposed signage is based on the need for the proposed wall graphic and archway entry identification signs, directional signs (restrooms, concessions, etc. — mostly not visible from the public streets), promotional graphic on the shade screen, the scoreboard and the field identification SOU Raider 4 logo are consistent with the need for signs that do not conform to the sign code but can be allowed with Conditional Use Permit approval. The signage will have no greater adverse impact on the livability of the residences that are more than 100 -feet from any of the signage. Additionally, the scoreboard is proposed to be relocated to not face the residential homes, but to be perpendicular. The large setback, the direction and the substantial number of trees between the scoreboard and the residential homes prevents adverse impacts. 2. That adequate capacity of City facilities for water, sewer, electricity, urban storm drainage, paved access to and throughout the development, and adequate transportation can and will be provided to the subject property. Finding: There are adequate public facilities that service the existing property. The site has served as a baseball then softball facility for at least five decades with related signage. The SOU Softball Stadium Sign Permit Program will not have an impact on city utility facilities and will improve the transportation of pedestrians, bicycles, opposing teams, spectators by providing better visual markers for the entrance to the Softball Stadium. 3. That the conditional use will have no greater adverse material effect on the livability of the impact area when compared to the development of the subject lot with the target use of the zone, pursuant with subsection 18.5.4.050.A.5, below. When evaluating the effect of the proposed use on the impact area, the following factors of livability of the impact area shall be considered in relation to the target use of the zone. Finding: The target use of the SO zone is to provide for the unique needs of Southern Oregon University (SOU) and focus on educational aspects and contributions to the community. The impact area from the 29 -acre parcel is substantially larger than the actual impact area from the 5.5 acre area of the softball stadium northeast of the intersection of N Wightman Street and Iowa Street. It can be found that SOU Softball Stadium is a unique public space which displays announcements and messages for a large audience including students, athletes, visitors to the stadium, parents/guardians, and the general public and spectators. The message area must be large enough to be read when there is between 50 -feet (nearest sign to public right of way) to more than 200 -feet (distance from Homeplate to scoreboard). Signs placed in the SO zone is guided by the Governmental Agency request for signs that do not conform to the code and the Conditional Use Permit Criteria within the Ashland Municipal Code. 5 a. Similarity in scale, bulk, and coverage. b. Generation of traffic and effects on surrounding streets. Increases in pedestrian, bicycle, and mass transit use are considered beneficial regardless of capacity of facilities. c. Architectural compatibility with the impact area. d. Air quality, including the generation of dust, odors, or other environmental pollutants. e. Generation of noise, light, and glare. Finding: The Conditional Use Permit relates directly to the proposal for the proposed Sign Program. The number of spectators seats is not increased with the proposal and traffic generation is not anticipated beyond the present typical game attendance traffic. There is an existing PA system that will be replaced with a new system. The volume levels created at the field will not exceed noise levels typically anticipated in association with a softball field and softball games. The renovated facility will not have a significant impact on the generation of noise, light and glare on the adjacent residential or commercial properties beyond the anticipated athletics facilities as noted in the SOU Master Plans. Signs: There are four primary signs proposed. SOU Softball Sign Program Signs: Type: Material: Area (SF): Entry Sign Pole Metal 30.5 Scoreboard/Videoboard Pole Metal 287_5 Consessions Building Graphic Wall Metal 72.5 Directional Signs visible from the street Back of Bleacher Windscreens Windscreen 10 oz. Black mesh 636 Graphics with Pictures/text Due to the distance from residential zone across Wightman Street and the retention of the trees along the Wightman Street frontage the property view of the scoreboard is obscured. The scoreboard is perpendicular to Wightman Street, and not visible from the residential homes that are substantially more than 200 -feet from the proposed scoreboard location. As noted previously, the use of the video screen scoreboard is limited in duration. The purpose of the Temporary Shade Screening on the bleachers is to instill student and community pride and celebrate student athlete and team achievements. f. The development of adjacent properties as envisioned in the Comprehensive PIan. Finding: The continued use of the property as a softball facility with lighting standards that are typical of outdoor softball / baseball fields and the introduction of signs that are not in conformance with the standard signage within the code but follow a proposed cohesive University (Government) Sign programs will not prevent adjacent properties from developing as envisioned in the comprehensive plan. g. Other factors found to be relevant by the approval authority for review of the proposed use. Finding: The proposed signage is consistent with the branding of the University. The areas of the signs are larger than outright permitted in the code but the area of the site of the Stadium is far larger than typical business thus the need and the reason for the allowance of the Government Sign Program to address the unique situations that apply to the large area, diverse audience, need for public engagement and student athlete recognition that apply on campus. The signs further the mission and the educational purpose of the university by recognizing the stadium, the users and their excellent contributions to the school and the city. 4. A conditional use permit shall not allow a use that is prohibited or one that is not permitted pursuant to this ordinance. Finding: The use of the property as an athletics facility and the use is permitted in the zone. 5. For the purposes of reviewing conditional use permit applications for conformity with the approval criteria of this subsection, the target uses of each zone are as follows. 1. HC, NM, and SOU. The permitted uses listed in chapters 18.3.3 Health Care Services, 18.3.5 North Mountain Neighborhood, and 18.3,6 Southern Oregon University District, respectively, complying with all ordinance requirements. 7 Finding: The use of the facility is permitted outright, and it is directly related to the educational functions of SOU. The softball facility is within the Athletics Uses designation as indicated with the adopted SOU Master Plan. The fields are more than 50 feet from privately owned property. The signs are more than 100 -feet from the residential zones. Attachments: Video scoreboard Graphic Concession Stand Wall Graphic Entry Archway Graphic Shade Screen Graphic w 13.05' SOUTHERN OREGON UNIVERSITY, ASHLAND, OR PROOF #6205$0 -PR 22.05' SIGNATURE OF APPROVAL DATE This rendering is for Conceptual purposes only, R may not be to exact scale or specificatiuns and should not be used for Installation purposes. Every effort has been made to make it as accurate as possible. Beams and or lit tars are for illustration only, Engineering specifications may require changes In the quantity, size anchor shape of beams and pillars to meet Installation requirements. Nevco assumes llo obligations or (lability regarding the viability of applicability of existing structures. 1HI5 DRAWING 15 THE PROPERTY OF NEVCO £NC. AND SHALL NOT BE REPRODUCED, COPIED, SHARED or DISTRIBUTED WITH ANYONE OTHER THAN THE INTENDED STAFF OR CLIENT OF THE PROPOSED PRO€ICT WITHOUT THE EKPRESSED PERMISSION OF NEVCD INC. PROOF INCLUDES: Full Color LED True Pixel Video Display 13.05H x 22,05W lomm (364 x 672 pixel matrix) 'Shown wiHt virlual scoring. Non -Illuminated Sign 2z.05W x 3'H Decorative Arch Truss 22.051"J x 4'i1 Decorative Arch Truss Logo 5'W x 1,75'H "Truss logo may require additional support, *a n EVCO INTEGRATED DISPLAY AND SCORING SOLUTIONS WWW.NEVCO,COM EXT.ELEVgT10N-CONCESSIONS-NORTH EXT.ELEVATION-CONCESSIONS -EAST 1 �RTH 2 sole a is �ioa o� EXT.ELEVATION-CONCESSIONS-4NES7 4 EXT.ELEVATQN- CONCESSIONS - SOUTH GENERAL NOTES - EXT ELEVATIONS KEYNOTES- EXTERIOR ELEVATEONS—{ KEYNOTES - UTE DETA" 0 r&4 4 EXT. ELEYATJON �NF!� RA ..... ... .... co o ENLARGED WE - PLAN - ENTRY GATE 0 EI�OETAIL& LEI— AO.6 DIECIS fW scgLE' 1"=3U'-0" 1 TREE PROTECiiON PEAN �L.I.I1.�� Sco3e: 1"= 30'A" i 1s B' S' W 30' TREE PROTECTION SCHEDULE CODE BOTANICAL NAME COMMON NAME REMOVE I I I PINUS CONTORTA � � E24 FRAXINUS OXYCARPA 1 2 � I RAYWC 3DASH 1 I i FRAX114US OXYCARPA RAYWOODASH DIECIS fW scgLE' 1"=3U'-0" 1 TREE PROTECiiON PEAN �L.I.I1.�� Sco3e: 1"= 30'A" i 1s B' S' W 30' TREE PROTECTION SCHEDULE CODE BOTANICAL NAME COMMON NAME REMOVE 1723 PINUS CONTORTA LOOGEPOLE PINE E24 FRAXINUS OXYCARPA RAYWOODASH 2 E25 FRAXINUS OXYCARPA RAYWC 3DASH L29 FRAX114US OXYCARPA RAYWOODASH RETAIN E01 I ACER SPP. MAPLE SPP. F02 ROBINW PSEUDOACACIA BLACK LOCUST E0.3 FRAXiNUS OXYCARPA RAYWOOD ASH E04 ROBINIA PSUUDOACACIA BLACK LOCUST E85 CALOCEDRUS DECURRE14S INCENSECEPAR S 06 ROBINIA PSEUDOACACIA BLACK LOCUST E E07 ROBIMAPSLIUDOACACIA BLACK LOCUST "f EUB ROBINiA PSUEDOACACIA BLACK LOCUST �G EID ACERSPP. MAPLE SPP. Ell QUERCUS GARRYANA OREGON WHITE OAK I, E12 CATALPA SPECIOSA CATALPA I I E13 ACERSPP. MAPLE SPP. q E14 ACERNEGUNDO BOXELDER E15 ACERSPP. MAPLE SPp. ;f E16 ACER SPP- MAPLE SPP. I E17 CALOCEDRUSDECURRENS INCENSE CEDAR I1, EIB QUERCUS GARRYANA OREGON WHITE OAK 1-1 09 QUERCUS KELLOGGII CALIFORNLA BLACK OAY. F26 ULMUS SPP, ELM SPP. ]It E21 IQUERCUSKELLOGGII CALIFORNIA BLACK OAK E22 PINUSSYLVESMIS SCOTS PINE 'i{ E26 ZELKOVA SERRATA JAPA14ESEZELKOVA ;1 E27 PRUNUSSPP. APRICOTSPP. E28 QUERCUS KELLOGCA CALIFORNIA BLACK OAK E30 FRAXINUS OXYCARPA RAYWOOD ASH 'I E31 FRAXINLIS OXYCARPA RAYWOOD ASH; I L, U32 FRAXINUS OXYCARPA RAYWOOD ASH E33 C£DRUS DEODORA DEODOR CEDAR E34 PLATANUS OCCIDENTALIS SYCAMORE E35 ULMUS SPP EiM SPP. TREE PROTECTION PLAN LEGEND Y TREE PROTECTION i ZONE -FPZ) 1 ! DRIPLINE OF TREE TO • REMAIN TREE TO REMOVE 7PZ FENCING i 4, H !ft TERRAIN LANDSCAPE � 174 Hidden Lane - MhF..d. o , g o 541.5.A776 TERRAINARCH.COM LI LJJ � O }Lo— t/7 Z O� J Q Q O C) 0ozQ 4!) � J =D -q _ 'O t!7 v7 r Q REVISIONS #, DATE,D,ESCRIP,TION PLANNING TREE PROTECTION PLAN LO.2 PROJECT NO, 23,46.-....-.. 02:1.5.24..... .. ... .. TEAM__: PRELIMINARY LANDSCAPE NOTES LOT COVERAGE TAX LOT INUMBER) LOT #391E] OCA 100 I. AIT land—pe planting areas shall receive clean, sandy loam topsol to a LOT SIZE: 29.34 Ac (1.278,050.4 fF1 minlmvm depth of 12" w as noted on the plan. Additionally, all planting AREA OF WORK 517E: 244,547 @' areas will be prepared per the procedures as autFned in the Ashland Municipal Code 1H.4.2.0401,1 J, 2, Al planting areas shall receive 7 of unsettled organic mulch. EXISTING WITHIN AREA OF WORK 3. The proposed lawn area shall consist of a law water use and shade tolerant "- )rerisca a lawn ollernciive. � ,- EXISTINGTOTALLOT 14,426 f1' 4. AN planting areas shall be served by o designated damesSc water meter f / , ' / / /j " _., ! - �� ARF1S OE COVERAGE anda -Ity of Ashland approved bccVlow prevention device. { - / / / _,/ / / WORK _ EXISTING TOTAL% 5. The BHgalion system Ml provide a telly automatic BTigat"ion conimler that wEl € r / r ' / j ! - COVERAGE q 5.9% meet the reuirements as noted In the Ashland Munlcipol Coda 18.4.2.040.12 { ,' 6. The proposed bigot".. system will caasist of law volume distrifnetian. + .' /, ' /r`. %%' - /%/' /,;%'/ -;' /i(///% PROPOSED 7. Due io existing Tree Prnlectian Zones, no frees are lobe added along LEI BUILDING FOOTPRINT: - / Extsrl �� ce j % . '/ / i i/ i//E P Wfghtman St. / I I AVEMEM: 4,057 ft' 8. Due to constlafnts posed by the existing trees along town Sheet, only bees con be located outside of the Tree Prolechen Zones. See below for 1 f j ,' / / // / r / ` IPj BUILDINGS: 2467 N' Sheet Tree Colculofians: 1 /' /f ' '' ' /f " 8.1, 50051reel konfa x'30 Lees 16.7 Trees. 1 X,/�/�/' , IPI PAVEMENT: 11.788 N� ge p-TDg = / // f / / a.2 1xislBzg Trees = H 1 � % / / / / f i IPI aIFA.C1r�Rs � eox: 2198 H' >T3_�'/ A. Total Trees m 15 T / / / f /� / , PROPOSED TOTAL LOT J f / �. f //' ,�/ _ COVERAGE 26,540 H' TOTAL%COVERAGE 109% CAGE EXG BAITING A/0 00/1 z f � ��; f ' EXISTING HELD PRELIMINARY PLANT SCHEDULE SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE I SPACING IRRIGATION OTY REMARKS TRE S -- CER FPR CERCIS CANADENSIS 'FOREST FOREST PANSY 1i'314" CAL SEE PIAN BUBBLER 6 CUF TO THE NEAREST NON-0AMAGED TISSUE. PANSY' EASTERN REDBUD TOP OF ROOTBRTO INSTALLED FLUSH TO ADD. SOB. ANDND NOT RAISED. AI (( FRA OXY FRAXINUS OX 111, RAYWOOD ASH 7' CAL SEE PLAID BUBBLER 2 3' ALL OTHER AREAS. RAYWOOO' 4" HIGH X B"WIDE ROUND -TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL • PRU SAR PRUNUS SARGENTII SARGENT CHERRY 7' CAL SEE PLAN BUBBLER 1 PERIPHERY. • U_,RB ULMUS CARPINIFOLLA X FRONTIER ELAN 7' CAL SEE PIAN BUBBLER 2 - PRIDR To MULCHING, LIGHTLY TAMP PAR V€FOLIA'FRONTIER' 50I1AROUND THE ROOT HALL IN 6` • 7F_L SER ZELt,OVA SERRATA JAPANESE ZELKOVA T' CAL SEE PLAN BUBBLER 2 DETAIL: SHRUB PLANTING SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE SPACING IRRIGATION QTY REMARKS GROUND COVERS PT 705 XERISCAPE LAW N _ ALTERNATIVE 15,573 SF EXI STING LANDSCAPEJ / B 130,794 SF TO REM REMA E I NATIVE URBAN 5,756 SF _ ,....... , �' MEADOW MIX cl xxi/ /, ��' F j �/ ,/•... _ .rte E,..._ '. ,�/ Y/ /I ',Lu wl � � Ida,riVE H B N EAODW MEX � 1 _I'- � t-, f/� EXISTING H"_ LO TO REMAIN FAMILY VIEWING, SAD /// fT'7U5 xERISCAPE LAWN ALTERNATIVE I /!/� '/. ..//� Vv OUTFIELOFENCE.s/AD ' I/� FA / EXISTING FENCE 1 / r fI: NEW TURF FIELD. SAD /", / ! EXG BUILDING PA"i EXG STAFF ' INHELD FENCE, SAP - _'. ..............._.� ..,. - _....___..._., AUXILARY ! BLEACHERS, SAD .. PARKING {{ 4 \ r PRESS BOX, SAD /` a i r a i 1 BULLPEN, SAD 1I t / r l/{ BULLPEN. SAD j,l /r� !r W 4 � �/1/�f 74-0 F1Tr `i1f iv-U'Pue i PLAZA, SAD LOCKER � I � 1 STORAGE SAI) Eu REKt NEED/ TO MAIN TO REMAIN'` PROPERFY AREA OF wORK- / _ ,�. /i \ %. r �. ti \.\,� .` �__...,.�_�,...�__....`__�/. PROPERTY LINEAREA OF WORK IOWA STREET 2 LRM FRB - - 'BIKE PARKING, SAD - - -- _ --- - 7' CAL PfRIA4ETF,R FENCE SAP 7 P U SAR _.. 2 Tj,. - - _ - _ _ 121 FRA OXY_ ENTRY GATE, SAD------ 7' CAL 7' CAL LANDSCAPE SITE PLAN 7' cAL ! scALE: 1"= 30'-0" 1 Scale: l"-3D'4Y' D 15` 30' 60' 90' 0 REINFORCED RUBBER TIE IN FIGURE EIGHT NAILED 10 STAKE (TYP.I i 12) 2'.2'.8'A"STAKE SET PLUMB NOTE., 1. TREE SHALL BESECURED WITH 2 COMMERCIAL TIES SPACED 186 DEGREES APART, TREE AND STAKES SHALL STAND PLAN VIEW - .'. PLUMB. REINFORCED RdBBERYNE IN FIGURE EIGHT NAILEDTO STAKE (TYP.I ----- (2) 2')KZM'-0"STAKE SET PLUMB NOTE DO NO PRUNING TO THE TREE UNLESS DIRECTED BY AND UNDER THE SUPERVISION OF THE LANDSCAPE .._ ARCIiBECT. SET PLANT SO THAT THE TRUNK FLARE IS VISIBLE ATTHE TOP OF THE ROOT BALL AND THE ROOT BALL IS FLUSH 4 TO ADJACENT GRADE. DO NOT PLACE SOIL OVER THE ROOT BALL. 3' DEPTH OF MULCH IN ALL AREAS. TAPER FROM BERM TO A T CLEAR ZONE &'THE TRUNK 4' COMPACTED BERM * EDGE OF PLANTING HOLE BACKFILL MBA PERTHE SPECRICATIO14S SLOPE ON SIDES OF PLANTING HOLE FERTILIZER AND MYCORRHPAE PLACED AT 8001 BALL PER PLANTING SPECIFICATIONS >APPROX.'Zx NOTE: REMOYEALLrWINE. ROPE. AND WIRE FROM THE RODTBALL DSAMETER TOP HALF OFTHE ROOT BALL, SfCNON VIEWPLACE ROOT BALL ON UNEXCAVATED OR TAMPEDSOIL 2 DETAIL: TREE PLANTING l f S -Ie: I/Z` 1'-(" r i ",-7 �-7 TERRAIN ERRyAIN CE 174 Hidtl ¢Ashland or . 541. .4776 IERRAINARCH.COM LU ❑ ( CN i.- Ln c/) Z ::EO O �Q En �V) REVISIONS #_DATE_ DESCRIPTION PLANNING V LANDSCAPE SITE PLAN X1.1 PRQJECT.N..O, 4.44....,.... 02.15.24 'IEA_ M. SB, CG__ ____ NOTES: I. BACKFILL SOIL SHALL BE FREE OF NON-ORGANIC MATERIALS OF I' AND LARGER. 2. BROKEN LIMBS OF SHRUBS ARE TO BE CLEANLY CUF TO THE NEAREST NON-0AMAGED TISSUE. 9. TOP OF ROOTBRTO INSTALLED FLUSH TO ADD. SOB. ANDND NOT RAISED. AI (( ROOTBALL BARK MULCH - F" DEPTH OVER ROOTBALL 3' ALL OTHER AREAS. 4" HIGH X B"WIDE ROUND -TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL 8ERMSHALL BEGIN AT ROOT HALL PERIPHERY. FINISH GRADE - - PRIDR To MULCHING, LIGHTLY TAMP 3 50I1AROUND THE ROOT HALL IN 6` LIFTS. ADD GRANULAR FERME71FR . -- .. _ ANO MYCCORHI AE TO BACKFILL. 3X CONTAINER DIA. DETAIL: SHRUB PLANTING r i ",-7 �-7 TERRAIN ERRyAIN CE 174 Hidtl ¢Ashland or . 541. .4776 IERRAINARCH.COM LU ❑ ( CN i.- Ln c/) Z ::EO O �Q En �V) REVISIONS #_DATE_ DESCRIPTION PLANNING V LANDSCAPE SITE PLAN X1.1 PRQJECT.N..O, 4.44....,.... 02.15.24 'IEA_ M. SB, CG__ ____ M=21.18 3n �• c IE=13.666"Pvc lWl ] � � ". �.5. � ; �_. � ♦213 E=;z5R 36'CNC Is} } i jC r, 1-E- I E= i e N -2 t-, OWI i 1�15,9g 3z•PY[lsj � �i L F ;S ' -�-_`' [� 73{ 1E=1G883z" i�:.•"� ! f PHASE2 i ��' yI , f �sr--' -.tet-,,L_ �•,, A �"�`I 14 I\ 1 -.L aX 1 d l I:_ l 3 4 p5 !j PFr� t -13}O �! K � �, - \ L -\fit, �4._Y..�,_S,L ._ •- �� �, f•_\t ._!�\-.� 1331"6C MEFER AEE , '. iii a - r ,1 •,r;, t ,< < �'3 Ut 1 i1 Y t : t I r -1 4)i I l .y. 'TREE 'i 1 2 yd IX L' i ___ �-�- -:.. E-: : ° EASE lti:,yiWl f l[ - i' - - - GA a - -,E1.. HIT, � t_ 1 Mme. r t x -Y,, sREO _ V :_ - - _- - I ,_ '� t _ " I _ _ - \ r 3 9(FE // Fx t RING 3824 s0Er A Ez �? ✓ 39 RG - r t, ER J S f�,,.4 ` 1nEE\�-Kn"• _ 3s.0nc : an \ 'Ws , uL = t - _ Ved ° AC ` FS 'qt IRT ; y`0. IXq`5WIN, 2 BAGYSFOP f \ r • Gly 11_ --`Ac .. I \ L-- '� _- l �weR E " 7 1 V•i .y, ~ Fx � \ `\ � .\�-� � - _._ �..-� �K _� � - _ , _ 3 o c -1, �A��O� -- 'r�'.-' j - �:: E�- i 37J FEN \ E�=�_w•��„_,�_�.-,-. lz � t.; �' __ '. F _ _ a A t AS �N�-�i = - xE � g.` 1� ��\� .� ♦ z f£„CE is e N n. R {'[{ U �1 T \if r�li�" ,., i �' � ". d"I' � 3 -.:' � • '_ -f °FENCE -r ,.- ___ - ' _ _ f ._ _ y-'�...,:-�,_:r 30.091 GRI.' 3o¢9�1 fi �._ F%VLr_''. IX � E , 7 _ J & RR -} S.t J5 - U�.I.-. - .�:-•39. _ = 1 ' -f - •{ � 39-91 CCL - - I .]9 T; ?-�' _ w. ELNTDRE BIALON(c} E%Audln EC SD 'h SDMH - i '.r"'' RSM=39.UR 2 PAJG0.TOM-�:\`•V39`.. _ _ 3 1b �= - 625FFE - - 3415 Tf _ v I• 4 4950fFE - - ; I[ 2a422 -C -I I 4 s i � � _ 33,53 FFE i 1BM 33 R . - - i[=29510 36•NI2151 z .J ,: w � � �� - - � _ _ RIM=3895 3[CT '�: -3GEi 4CT _ � -.� � I3T25gFF �IHW i .�-' lyAlll� �' _ s f% � \ 32 FUT1kE RDllI]ENG '.- a A � 4E-28]024• f I. rE 296B36•CN[lnl ._� Ellli 5=1! -1 L '1 IX T: -:B SG25FFE S6 3S.i6.Ci. 35.40 CCf 5.90 [[. `\' �-- TXINR ` ° 7✓" i ] IARtGATOH �_., . METER a tG 33 xC1-,. ! ::'j -.l �)•yF-ti�_p j _ Ex _R 5 3i !! I ,.€�. j ', _•� 1 � �L `` D �E(�l /�S'.s � in i ' -'LSYM [. J •T 1T a�1- \": ? '\• ,-!� ; .._ F7 - IXY� I !� AIM=40201E[,.-, IX N '�VTnFlRER F �. ... _ �✓'o y _ \. vL # >✓ �OPBC- -ice •.-fxl :... ,:,FIE -1330 12'PVf IHS - __.- - -.,-4 •- .:. ...r' :. - '2 -¢ .T -.`: ..- .-� .....-f; ':,_- ^"_WL•`^°-.�..,..� --'= .-.: -~- a TILE". --i MYaTF:i? ��lMiCA E%,�-.. �"-�-_r`° s A,�tmj, 1 h - i=1E-3774 ,52 I0•CN[isE1 5 T ' IE -3z 31r ENEswI -�.�_ _. _ _ __ _ _ _ _ -- _ -- IOWA-_STj2�E'(__� - _ `I - EK St213 CONSTRUCTION NOTES: •CANNON+RVMEp DR 4VEPHEAOIJDLR.CONTRACTORWPO1HPlE TOVENTYHOHNIONTAL O GRADE PR[AAROUNU[ATCH BYSIN �2.CA:SttrPE. &YEATULiOCATON RRlOA TECENSIRVCTON. NOTFYENGINEER If CONFIICT EXISTS. O (ON5rNUCT CONCRETE PAVINGSEETON. PER DETAIL A$REEf GROI. QPxaucT ITEM aT PInCE AS Noun. Aolusicluo£iF NE[E55ARY. O INSTAl1RotTEo oowx HIRE RA[& O SAWCifE AND RfMOVEASPIIALT& CONCRENTOCVI UNE. SAND, SEALIOIM FORA SMOOTH TPANSTTION. IS C0liSR4 MTOINSIALL RER R0,5EEARCHOECN tplAN5F,R,ErAl15. Q CONSTRUCT GRAVE[ PMANGEOT PER DETAIL I,SMET U, *L O CONIR4CTERTOINSTALL BRtt31 PAVERS PER DEfA&3,SHEEf L3.D3. Colon AxD SNEm RE OETPMlNfO BYOWNERAT TATER DAT:. O CON5TRUCfFEN[[. SEEAR[11ryrCR1RALP1AN5 FON MARS. V CO1pSITIVa A 3'X 3' ENERGY D[sHPATRRi RAD, E' _FP RMER-APEX{154•-2•AOCm. CAI1J, pBEFORE YOU (DIG O CDNSTiDCT DECGPATN£GATE.SEE AACHfi£LIUMLPIAHS FGR DElA1L5. 1-1300-332-2344 © O (OPERAMER TO POTHOIE AND VERIFY VERnG4L L-TI"OF ELECIRICUNE. CODBDINATE YFF, 48 HOURS REPDRS 11MNMNG EXCAVATION 7 CONSTEUCfA. ED. RA NTPAMPANDSTAIRS- POWER COMPANY IF CIXn11CF EXISTS SEE EIEETFU MPLANS FOR bETA GxEcaN1AW REOlIuIES VOUTO FOLLtlNRlAfS O EDSTRACTOR TO DEMO fMRNG ITEM. SEE ARC31rrFYFi1RM. PLAN FOR DETAILS. O I45TA31 cONSIRULTION ENFaANEE PER DUDT DETAIL SHEET RDI0RO 314EET, ECT AI20HTEOHY TEEtazEGl W 12TnJri t4bTIP3CATbFF cEwtER-T13n5ER A6CARE SET PL1R3H1N p0.N O CpRs3„„CT-TURFSEI nox.s x[uETURUP srPNDEiuli Q Ixs7AL15EOIMEIFTEEN�PERDpPFSTDDWGRp]WO. SHEE(f(3 TMI3IXiGHaAR952uD1OBBd +LOU kFAY fJBTAINCOPNSbF THE RULESRYCAILMIGTkE CENTER 19 MTALEd'0.E FABRI[AT®BLPACNERSVSTEM SEESTRUCNR4L PlAN590RlIC{A115..`„v' INSTALLINLETPROTE[TON(lYPE4 BIOFiITEN RAGS PERObo,sro Dwc Rolm S, sNEEFECA AT 501211-19BT. I CONSTRU[T5OEM!"J&AC1(STOP SEEfJt61ALCTURAL3']ANSTORDErNES. '- zOz Ixnaumx[REIETRu[X WpyH-0UT PEROOOT SF0.0WG.A91L]O, SHEEP E[] CONSTRUCTION DEMOLITION NOTE: ANY E%1GTt4G ASPk4LT,GLRR, 6 GIJriER INCONFiICT VATk Od 9FteIGRok PL,Ak TD EE EEMEI161E0 ASA REMOVE➢, IXISTNG 9EIILEtl LlT'fUTE51N ccESLJCT TMIH PIAN TO BE RFEOOATEDANp RECOTWECTEb 0.5 REOU0.E0, F%16TNc I'IFYMG AMO CCNALATG TO13E RERPOVEU' ^ 1. 0.L[ WORK 0.Hp MATEfl1Ai5.SHALL CONFORM TOTH£ APWA/nnLTSFANpARq SP[C61CAtIONS }IMCONSIADCTON (EDRRENT EGRRON}, UNFE55 trT1ERW ISE LOVFflEO BY TFK oREcoN PIUMRINc sPECVUIY EPOE,THE SPEGFIGT[1N5 WIInT£N FORTi6 PRGHECf Ok THE srANDAnasGF YSH1ANn, nREGLN. 1. ALEREFERENCETO ENGINEER MEAS: Wk4UESS& YSSO[OAIES, ITC, Cox Try R, ENGINEERS, II2UEAST TAGS STREET, P_0, 80% 490, MEDFEDRI DRECDN 97 H,rEUPHONE154T17R 731=. FA%{5411779<DT9- 3. APPROY U,NS AND SPECIFICATIONS SHALLbEAVAIIABLE AT STTE aFm NiTRVCTON AT ALLTMfS DURING CONSTRUCTION. 4. TNECG141RACTOR SHALL IALLEOLL ILnuTYIOVGEs E1aro-33a7344=A MINIMUM EF HDS PRIOR To BEGMRIG CONSTRUMON. S. WERYREASONAEU EFFORTHAS BEEN MADFTO LOCATE THE EX15TAG UDIT3E5 ONTHE MANS, R17TNO GUARANTEE 35 MAOEASTO THE COMPLCTNE55 OR -THE LOCATIONS, TSHALL"E I, FnNmA GwsRESPONURilTPY TO LOCATEANO PROTEEF THESE AND OTHER EYHSTNG LYTILRIFS MHb51NUCTUPf51NTHE bEiD. TtECDLTLRAEIOR sxeLL PCNHPIE DIISIING UTLITIESANO NgDFYTHE ENGINEER OFANYCONFlJC1S PNOq TO ANYTtEHW INGACTOVIIES. G. TNEmIURAc,PR SHALL AOIVSF 0.LLM0.HNOFEs,[IEAHOVFS, METER BOXES MOVEn TNkWGH [aHnRurnoN, Axone OTHER glT[R,E�xANCEs TO FINOITU GRADE PATOIING AROUND l31APW1RTEkANCFS IN STREETS SNRLL nEwFisf ASPxALT1C PAVEMENT T, THECONTRACEok SHAT1 MAIWAIN EXISTNG STREETS AND REPAR IF DAMAGEDAT NO ADDITIONALCOST. B. CATCH BASINSSHAIL HAVE 0.24"Si3MP UNLEss OiHERW15E SIzov9H-Auc lEs sHMl 6ETRATFICR4TED. N nURV PAWN PIPE SNALLfl[ FVC PIPE CENFGRMING TOAST" IE_ 3,ORAOS N-12 WPCCOxEDRMinc TOASFM v 2w. IINILSS PTHERw1$E NOTED ON PLANS DR SPEOTGTONS. 1 MIS RM DRAIN MS SHAD. NAYE WATER-TTSIT101NTS. PVC AND WtYPROMENE PIPE IOEN15511AlT coHEORM TO ASTM p31]2 (7MAE1E JOH23). PRE-MANVFACTVRFD 1 EES SHALT RE USED FOR IAIERA Y CONNECTING W NEW STORM DRAlN/SANTARY SEWER MA NS. 11, GP AAL Eno, OF 5rueum Our STORM PEE 12. SEE STRu[TURAL DRAWINGS FOR PEPIMETER FEETNG DRAIN REDIAREMENTS, 33. HAND TFENCH NEXT TD TREE NOO 105 EE PRO . SEE ETR TFCNPN PM. 14. USE MANUFACTUNEDCOUPLER TO ATTACH To ExisnNG STORM DRAW PIPE, Is, SANITARY SEINER U3ERA45, STORM ROOF DRAUNS OUTSOE THE SWEET FIGHT aF WAY, AND IHDnADu WATEN SEW—REHENUTIE WATER MERR SHALL BE [GNSTIHCT:OIN CONFORMAH(£ VATHTHE CURRtxt EarmN OETHE OREGON PUfMRiNG}PEOAltt CEDE l6- SANRARy SEINEN HPC SIIAII BE PVCCONFORA41NGNlE ASTM 6]034 iHNLFSS OTNFnWUE NORYI DN PLANS DR SPE[IFICATOHS. 17. MAINIAWIR-WRnEA1CLFARANCENE K"WATERANOSANnARY5EWEn WHEREPtr551B1 l6. USE ROMAEEODPIERS UP AWIIOVED urRWATENr10 CONl4£CTro E3 &G sEwI:R MPES, 19. ALLWDRRDNGRAYTIY STDRM DRAIN ANOSAMITARY SEwfn SYSTEMS sxnu sEGI2 ATTHF AOwESf P91NT. 110 NOT NAVE OIR SECTIONS DE INE S 10 AND RESTART AT A HIGHER POINT.CAPN'LVG SANITARY 5- DAILY DURING CONSTRUCTION. 20. BUBDHNG PERMITS ARE Rt UIPEO PRIOR TD EonsTRurno O N OF P R Iv ATi STORM !TARN. S0.NRARY SEW ER, AND WATRIINES 11, ATL MEN kPE IfNGnHSANDSLOPES ARE FROM CENTER D SiR `O"E YOB TFR OF -"-IE, ETU 22, AllTREnE„RAC[FlI.I$HAIL COHFOHM 109LOT STANDARDS AND BE PER STANDARD DRAWING ROM 23. FIACEMBYr DR SIoaAGE OF SfCRSFROM THE EXCAVATION OF Unurls OR SEWER UNE TPENEHFS IS NOT PEkMiTTED on HAND SP STREETS EBZWITRL HIN PULE RIGNTUFWAY. smu STEREO W OTHER RIGNr-0E-WAY AREAS SHALL BE C W LRC, TD PREVENT ERO ON. 24. MLCONEAETE SHALL BE 31u0 PSI AT 28 DAYS UHHE OTHENwISE EPFEIFIU, 25. T3E CONIRACfOR SHAFT RE PESPON51flIF FOR CcOROFNnTDN WnN rHEVARlDI15 ITDIrIY CoMPANNS REGARDING INMU,AnON REDUIRE-FORTHSRFA(II2 M ZR. THE[ONTAACIOR SNPLLSUBMTATUEFFCCONIROI, PfANANO SE[EIRE APPROVAL OF TiE PTAH ERaMTxEAPPRmRUTE AGFNCYAT LEwsr nvE{s}wbnuHG 52AYs HnoRTN sTARnNc wDRR 27, THEfONSAACFOR5Hr1t NOTPEAFOPM WOR%WTHDITAGENCf INSPECTIONS WHERE WSPErnoxs ARE REq LIRin BYTHEAPPR0V1„G AGENCY. 2b. REQUESTS BY THE COMRAETOA FOR CHANGES TO THE PIAN5 MUSTBEAPPROVED BYTHE CONSULTING ENGINEER ANOTHE ACENEYS RYCIHUR RU3RE CNANGFSARE RNPLEMENTED. 39, ACCORDINGTO on52173,155, ANY FuNvlY MONUMENTS D6 ARDOR DESTROYED DUVNG CONSTLUETON AE, ­E5 MUST BE RE%A[Eb BY ikExsEo sURVEYon AT mMWETOH OF PROTECT, 30. nIE[ONITN[iORSHMIBE RESPONSf61F FGAAIt COns GN OAMNG AND [A -FOR PREFECT, 31. VERTCAL04TUM:NAVORR 32. RA- OF HEALING: OREGON STATE PIAN, 501THZENE36B2 I (b 30 15 a 30 60 SCAt_E: 1' - V AC ASPfFA1T SURFACE IE INVERT ELEVATION An AIR FELLASE VALVE LF ON—EEE, BS ROTIOMUFSIES MH MANStOIE BW ROTTPMOFWAtL OHP EWNHFADPbWEn CR UTc680.54„ PP POWER POLE OCT CONERETESUREACE 1O s,PRM DRAW ED _. our 53 SANDARYsfy7ER CI CURD.- - SIOEWAtR E% EX611NG TC -11CVN6 AEE FINISIikooR FLEvnT[DN TO TOPMGPATE FH FIREHYDRANT n IlOp-ITIPS R FLOW UNE OYi TOPOF wau TE FIBEROPTC W WATER UxE F5 FINISHS .ME WM WATER METER NOTE: 1. ADV19 I7TOMLEIEVATONST0GET7hkBEUEvA1iDNS RR WATER STREET SUITE 3U1 ASHLANo, oR 97520 TEL -54i 98982118 RENEWS: JUNE 30,2025 dw Prwea IAgRter. zal13o9 T12REnsi JeLison Pp8PR4yp AI dbAc ,97581 P:541.772-7115 04 04 LO G r ^ V Ul ❑ LLI Z F_�/-L z VJ 0 ILL O� 0 w 0 O� U) U r REVISIONS GRADING ISSUE DATE: 2D24-omu SHEET: C1 CALL BEFORE YOU DIG 1-800--332-2344 48 HOURS BWDBB BBC IENMD ExcAVATLDR OREGON LAW REQU.S YChl- FOLLOW RHES ADOPTED OY TIEDIlEGUNUNOTPICATHH4 CENTER. THOSE RIMES ATE EiD GET FffFiT14 W OAR 8521101-0910TNRGUGI104R952-001-0090. YCRS MAY OOTNN CO%EG OFTFff RLILEG 0Y GWNG TNECFNTEA AT5D3292-1967. 3, ATL STORM DRAIN SHALL HAVE WATER -TIGHT MINTS AND FUTPN3S- 4. CAP ALL ENDS OFSTLBBED OUTS OW PIPE CONSTRUCTION DEMOLITION NOTE: ANY EXISTING ASPHALT, CURB, & GUTTER IN CONFLICT W NH CONSTRUclioN PLAN TG BE DEMOLISHED AND REMOVED. EXISTING BURIED UTILITIES IN CONFLICT WITH PLA14TO BE RELOCATED AND RECONNECTED AS REQUIRED, EXISTING PIPING AND CONDUITS TO BE REMOVED. 30 15 0 30 SCALE: 1" = 3U' CONSTRUCTION NOTES: IE KOVFnNEAOlmLIs'.cONlNACTOR TO POT3101E TO VERIFY HORVOFITAt&VERlXALLDCAPON O'CAU ocan urnaT1.N EYFNGINEEn IF mNFEICT DII5T5. wf,M GFf 7501 2O Pnalf" ITEM IN PLACE, AS NOTED. ADIUSTTO GRADE AS NECESSARY. Oc[VIMPIJCTs %2sANRARYSEWER UNE. sLOPF@1.%MIN.rnET[x PFR DDaT STO RVIG RD3OO, SHEET c3AY. UNLESS IJIHERhfS COVERED TI -E RREGON PLUMHM SPECIALTT COPE, THESPUIEUnoNs VRBITFN FOR INK PROJECT OR THE O CONSTRUCT STANDARD CATCH BASIN PER!ATMl2, SHEET 6.02. 66 WATER STREET SUITE 101 5O CONSTIlUC74-PMSTORM ORAW LINE, ROFE@95% MIN.MEHM PERODUFMTYWG IMM, SHE— ASHLAND, OR 87520 TEL: 541.406.6200 OCONSTRUCT STMDARDUUUN CLEAN WIPER DEEM 1. SBEETOWk 49U, MEPFORPOREcpH 91501.1FIE EDHE(545I -23E5, FAY Isul -13. OCIJNSTRUCI O"W'IORM DRAIN TINS, SLOPE A0.5%MULERENCIE PFR ODOESCI RW' RU3uD,sxFFF[4. ��YpPROFFSS OB COM UORMMMOERISTINGEIEM.SUARCHRECNRALPLANFOREIEFAM. �(��afjIN�CF�•b O TnoJPETODOTSIPowGP s2 WATERLINE. MAINTAIN 3G"{Mlit.]OOVER [ONNERTO FIIBTNG WATERLINE LUm,SxEFT F4. 72666PE: PRELIMINAR` OREGON o^+ OcanSTRucT 35'vJC IRRIGpiIaN UNC. MAINTAIN 36"{MIN]. COVEft.1REN[H FFROOOT SIIIOWG PD3W, SHEET [<. T O�QCh,}T T��(� e �RTSCOTtG`5'- C 0q SHEET C3 U>- Fl 1ONSTRVCT4'PW SANITARY SEVFER UNI, SLOPE P 1p MIN, TRENCH PEREVOTS1POWPD3 CONNECTTO DVILPINc AND CONVEYOR PER PLUMFNO -. TNFSEANO UAPH EYISIING uY81RE5 ANtl STRUCNftES INTNE FIELD, THE [ONEPACTOR SHALL POTHOLE IXSSIIHG USIHPES AHO i2 CONGTiTU'CT STANDARD DITCH R FVATH OUTLET CONTROL -TUBE. PER OETAIL4, SNEE7E- RENEWS: JUNE 3n. 2025 43 CONSTRUCT WATER QUALIY SY7ALL PER MAI I SHEETC9.D2, 34 [Onsmulsl5'Px IRRIGATFON uxE MWNTAIN 3G'{MIN]. CVVER.IRENcII PfRUWT51DOWfi P0300, SHEET[4. 6, 3NEC0lRRACTGRSHALEADIEKTAILMANHOUTELEANOM,M ETTEDDS1SMOVETCYPRWGH001,1 11,ANf UOTHER 15 CONRUCCGR TO iHSTALL PRE55Y1RE REWCEfl VALYE ACCORMNGTO LUcnISTMFPAPDs, L 1 A �, iiY rs+rC GENERAL NOTES EINAd- PO 4a 40 wf,M GFf 7501 1, All ,WURR AnU MATFRNOs sryAUCI1NEaR,M TOTHF AewA(oPaisianwPOSPEiIF Airons Ww[oNSYRUclIPN (tUnRENY fn111PN], P. S41 -772T115 UNLESS IJIHERhfS COVERED TI -E RREGON PLUMHM SPECIALTT COPE, THESPUIEUnoNs VRBITFN FOR INK PROJECT OR THE sfPNPAPDS OF AsxW10. OREcan. x.ALLRZFAAROUEss & ASSWAM, INC, CONSOLIN4G ENGINEERS, 1120 EA5FJAFDVON STREET, A.O. BOX 49U, MEPFORPOREcpH 91501.1FIE EDHE(545I -23E5, FAY Isul -13. 3. AFPRPVED PIANS ANDSEECRF Anons SHPIL HE AVARARLEAT SITE OF CENSYRUMUN ATAIl TIMES DURW6 CONSIIIUCTON. 4, THE COnTPACFPP SHMICAU FOR UPERYLOEATES IiaCr>-33x-13wI A MINIMUM OF" FROCELS PMaR TG BEGINNING LOWTRUCt1ON. s. BEFN MAbEEP LOCATE IDY RISYING UIILIJIES ON THE PANS, BUT NO GUAMNIEE LS MADE ASTO RACvaET APL ITSHALL bETNE CONHu1CTOR'S RESYONSIBIERYTO LOCATE ANO PROTECT TNFSEANO UAPH EYISIING uY81RE5 ANtl STRUCNftES INTNE FIELD, THE [ONEPACTOR SHALL POTHOLE IXSSIIHG USIHPES AHO NLTtNY THE ENGNEEH OFANV caNFUCIS PRIOR TO ANYTNfHCHiNGpEDVITTFS. 6, 3NEC0lRRACTGRSHALEADIEKTAILMANHOUTELEANOM,M ETTEDDS1SMOVETCYPRWGH001,1 11,ANf UOTHER MFURIENANEESTO FP.95HED GRADE PATCHING AMUNDALLAPMRITNANCES IN STREETS SAAB PE WISH ASPHALTM PAVEMENT MATERIAL 7. PIE CONTRACTOR SNALL MAIMAIN EYl511RO51 RFETS AND PEPY4R IF OAMACEp AT NOADD€nlwu[OST. P. UTCH HASIN55HMCHAVE A24'sUMp uME55OTnERwuEsxwtx.AUGw.TEssxau BETJIAFFlC w,TEo. 9. Mm Yl RAIN PIPE SHALL utWcAIPE[ONTGRMING TOASTM 63034, OR ADS W12 PPE CONFOR IINGTO ASTM FI6411, UNLESS RnIERwISE nmEoaN hnta UR SPLOFlCA310N5. 30- ALM MDRAJNMPUSMUHAYEWMER-TIGHTJOINTS.PVCANDPOLYPRfMYIENERPEIMNMS"UCONFORMTGM MDnl2 Q [TEs1nRLEHJ1IFLsj- DITE-MANUFA[TURFOTEFs SHAIC BE USED FORiATERALs Com. -Hc To NEW STORM PRAMfSeNSEARY SEWER MAH N . LTJ 1l. EAP All EN05 OF 5TVBBFb OUT STORM PWT. (� 12. SEESTRUCR1RAiOMWINCS FOR PENMETER FOOIiNG GRAIN REQPIREMENTS. 13- HANDMENCTI HERETO IEEE ROOTZON[S. SEE THE PPOIECHON PIAN. 14. MEMANVFA REDCOUp RTOAziAtHTOE NGS RRSORAIn PIPE V ROaPOMUNS IX{SSawnUlIUIc REFmrf tTBPANBiNUMOSIAI WATER SERVNI•S BEHINOIHE � WATER MFnxsw.uHF[OHsmIHTEo€x canFonMpN�wITN TnE[uRRERTEWIR)NaF'[IIf OREGON PLUMBING SPECIAETY COF2E. © W O 1S SANIEARYSEWFRPIPESHAU BE.PWC ONFOWWGTOTOAS 3034UNIE550THERWISENOTEDONPLANSORSPEEfRCAT1 HI 17. MAINTMN ]B'VERTCMCIEAMJiCE BENYFEN WATER ANDSANRARY SEWfx1N£EPE POSSIBLE. J 7- 1R. USE ROMA[CUUPlER50R APPROYEO EQUIVALENTTOCOxNECTTO FYIsIJpc SEWER FIDES, =) L3 AnDSAnuARisEwERSYSTEMs YIULL BEGM'pTTNE LOW[5'f VOINT. W MOT IFAVE OUT S£CTONSOFIH£SYSITM ANORESTARTATA HiGNER PONR. W/PLUG SANITARY 5EYIER DAILY DURING WNSPIVC110BU SUVE.R, AND INFS, Q M. [HRDING -MUS ARE REQWRED PRIOR TO CONSTRUCTION OF P An STUPM DRAIN, SANITARY WATER I 21, ALL GIVEN FIFE UnciHS AND SLOPES ARE FROM LUSTER OF SFRUCIURE TO UNDER PF STRUCTURE. 22. ALL TRENCH OX95ILL SHAL CONFORM TO OWE STANDARDS AND BE PER STAHESRO DRAWNIGAD- 23. PIM MEAT OR STORAGE OF SPOHS TRW THE EYCAYATION OF UIRRIES OR. E ONE TRENCHES IS NOT FERMRT£D ON HARD 1m O SURFACE SIREETS WERUN PUBLIC RIGH WAY. SPOILS STORED IN OTHER RRRU -WAY AREAS SHAD BE COVERED TO PREVENT ERDSODYL LL Orn 24. XLCONCAETESHAU BE 30110 PSI AT 28 OATS UNLESS 0111FRWI511SPECIFIED. [� _ u. CaI31RAC3ORSHAURERESPDnUBUFORCaORTY OHwJTHTHEVARIOUSIJRUJvcw4PAH1ESHEGAMNGINSTAL IMM VJ LU TR PF�JEEMExJS FOR TxEIR FAUL1nES 6. 2 CONiBOLP14 ANOsECUAf APPWVALOFTHEPIANFWMTOEA PROPRWIEAGENCYAT h 1FY5T FWFIS]wOnRINC DAY UUORTOSCARnxc wORR. Zl''� O�A�R 1. x CTORSx notPERFORM WORN wITNOUTAGFnCY INSPECTIONS YfHwflNSPEtTI0N5 AREREDUIRfD BY THE APPROVING V AGFncY. A,vl (� 14. REQUUS RYTHECONFRARORFOAW.NGFSTOTHEPIANSMUAUAPPRMDBYMEWHS1A GENGINEMMDTHEAGENCYS EWWER BEFORE CHANGES ARE NM EMENTEO, REVISIONS M AC FDINGTOOR520 M5,MIYSURY£YMUNUMENROISIURefDORfIfS1ROYED DURING CONSR1ULiR)N AC.PYiFEES MU5T8f MPMCWOYLEENSMSURVEYORATCOMP W1OFPROJECT. 3q THE CONiy.CEFSHALL RE RRPONVHLE FOR AAAO)BSTRUCDONs 1116 AND uvOUCFaR PROJECT. SEETTREA 32. B M OFFBEAMNGOREWN STATE PLAN. SOHTH70HUS92 ABBREVIATIONS A[ ASEVALTSURFACE IF rc RT LLEVAt.N AAV AIRRREEASEVALVE U UNEAAFEET BS BOTTOMOFSITPS MH .-FORE m BOTTOM OF WALL OHP UVEREIPAO POWER CO CATCH P.m. EP POWERPOLE CCT CONCMTESURFACE $D STORMOTMM GRADING ca CLEANOUT . SANITnPYSEWE9 AND 9 CURBINLET SWI( SIDEWALX V J UTILITIES ITIES RU EN EXISTING iC TOP OF CURB !!!! OF xnsR uoOR Euvanon TOG TaP aFGRATE PROJECT N0.: 24-1615 FH RITE HYORAM TS Tap OF STEPS ISSUE DATE: 2024-03-59 FL FLOW DRE 1Y51 TUP QE WAST TO RBEROPRC w WATERLINE SHEET; FSUNBH$WAU `VM WATER METER ROTE: C I� H O i 1. AOU IDR0,EF IOAILELEVAIIONS TOGETTHUE EUVAHONS. U q 9 6' COMPPACTAElZ rnL35AED RODE TO93%RCUnVE COMPAC'!WH PM—. 3R'OF 4`-0MSHEG ROCK EOMPACHONTOREPROOFADLLLO PRM7O P—MENTOF 314'-U. ND3iWOVEN FABRICMiN, So FSD, YD.CONFORMfNG TOCURRENEEMOON NP OONTU OMT EEImx e330_ PUICEMFNT$HALL CONFORM TO OOOT(APW0. .. .. sl:rnox3so- S1RSP ALLYEGEEAT3ON FROM aRFAS TO BE PAVED, COMPACT SiIBGPA0FTO9EPERLENI R£IATNECOMPACTIONACC TOAS1M OG98 ATOPnMUM MOISIllR£CONTEME. SUBGMOE MUST BE NASO ARO Oum UNYIELDfNG. CALL BEFORE YOU DIG 1-800-332-2344 49 NouNs 1lseoea 1N;cN3xurc >aLcevanaN CiREGOM lAW REDIRREG YOU -F9 Fn11OYY RUlE9 A3XWEF➢Ol' Te€OREGav 1fEn nY P4onFIUTwH CENTER. TE40GE RIAES APE SEf FORM YW IOU M 952-0Bt-0OtO 1WRWGH OAR9334A314A90. NY 08TMN OCX'IES CIF nSERL1EE5 BY GALL3h'G nlE DENIEA AT 503232-1967. - 4" OFCOHCREEEPAVEMENT. H" OF34"oatUsxEU ROIX EM?ART045%REIAPYE EOM PAM—AS Nd o69R. NON WDYENiABMC-F- Sp. YD.CONEDRMING TD UMENT EDITION NF NNNT/APwA sECiIOH 3330_ PIACF.MENf }HM1LLCONFORMTOOWt/APWA $FORDO 350. MlPALLV£GETATIDN FR9 APFA BEPAVm,COMPACFSUBGRABETO95PERCENTREiA COMPACIINN ACCOPUNGTOMMNPMATOMWMMOISTLRECOITE W.S93GRADEMOSTRTNAItOMDUMCEN NG. SBGRAOEMUSTMIIMDANDUNYEEIDING.5136GRA#SHALL3EPAOOFROILEUWMY AIOAOED3OLYDUWYTRUCK UNDERTHET3x5ERVAMNOFTHEPAOSECEG£OTECHHEGLE WEER.ANYSOFTSPOTGFODNDWMNGP@OOPAOLUNG WILTNEEOTOBEAOfl MEOPERTIIEAECOMMENCNTfONSOFTNEPRO=SDIISREPOAT. CONCAETESHALLBEAMWIMOM45f Ml WITH64/CYMAC22MCRRASTMASTEAHAEN MAL 3W,"MR-1— TYPICAL MREx33 -- TYPICAL CONCRETE SECTION MMOUBS 3 Y S[AH:: NONE OT CONCRETE PAVEH 33 LONLAEI£PAHI333 H' 60 MM MM.TxICKNEss. FOR PEOFSTRIAN FOR TRAFFIC MiN. TNICANESS 1"T033 LOADS LOADS L"Ta L{i'3z-4QMM aEWINc$AND SEENOTE3, KGOING SAW 6"OF34'u[Ru}xEn ROCR -- -aCRVSIIEOAOIX COMPACfiG ss%REiAnVE o Rsg$ RElAl1VE fNMPACtwN PE0.ASIM oe9e_ CN-PER—A.... x-wwEN fABRICMiN.So Y0. 33'OF4"-0CRUSREDH a WNFURMNGT—RRENTEDFE3ON OMPA[TpN TO VF PROOP NULLED OF OWT1—SECTION 13M. PRIDNTO PIACEMENE DF 314'-0. PiACEMEWSHAf CONEORMTG y, OWYfhPWA SECTION 35q, NON -WOVEN FABRICMW. So CI.Yb COMPAClE9 W BGRA# EM108MING TOCUBALNT EOIOON OFOODT/APWAsE_ 3330_ sxA(l CON W RM 70 OOOTiAMA$ECEION350, OWES 3. }ERIPALl4Ef,ElATIDN FROMAATAS TO eE PAV£O.CDMPACESURGAADE T09S PENCENT ItEIATrvECOMPArnon AEEORgNciq ASTMg69a A{ gPIiMUM MOVSNP£ [DOYEN. sGBGRA# MUSTBE HAAOANOUNYIF1bHG. t. omY[RI[ULAATRAfFIC ARE45, ROCS RASE SHALE MATCH RIE TY%cAL PAVING SErnoN PRaAOEO RYTNEENCWEER NNLE53 OTIIEAW1SESPECIDED. 3. PLAS13[,STEE4 PlUMiNUM, OR PRECJ3T [oNrnEIEEWING MAY REus[o_ 3 TYPICAL CONCRETE PAVER SECTIONL�Z MARNNE &A} q INc NALE NONE IANNARY 2614 fib WATER STREET SUITE 101 ASHLAND, OR 97520 TEL: 641,488.N2u0 72866PE LIMP RENEWS: JUNE 30, 2025 MN PI�NI.IB- 24 -IDM N26t"asiJHdsm PO&a49U wdimd, UA 97 1 P'.5414724115 O N m �_ to O LLI � Z Z : 2 U) J O Q J m Eli d7 LL o O �= U) w c� O a" U) cor REVMONS DETAILS PRWECTNO 24-1015 ISSUE DATES 2U24d319 SHEET; C3.01 WITH CEIT1iRED R4 HOOP. SEENOEE52 & 3. NOTES 1. EAttN BASIN IS S!l1D FOH NOTES 1. AILCLEANCUTMATERIALANDSIETOOESAMEAS C A.EAPIPEHP TO V_ETEA 2, UEANour RIM ELEVAnxN 511AI1REFLOSH WITH caxcREFE IXI ASPHALT, AND CLEAN.-FRAME— OF14`THKKWH.COWC PAD. 3, pN.HF I, NIMEtEVATtt3x.xN1 nE ]'RHONE HNNHEOLA... GRADE, Ano mnrnETl'PAD ORDWE RUSH wNH RIMANO Exrdo4`MIN. RElOW ROi IOM uFc3FnxouFCNtaS& SEEPIAN FOR IHYFRT EIEYAnlNfS YEE NOTE 1. 34'.1. I` PREFABRICATED CATCH RASIx w D CAIAGE SIEEi AL1 WElOEP CONSFRucFrox, ATf91ALNMC MACH1P4211 0.4 �� iGlBSOH gHB4&BRR ql EDHAIY 41 MIN. 11d CR15HE0 Ru ]I COMPA[IEO To COONCRE{E % TE ,OPCDMMERCIALGRAPE PER Ci1RREMOWTfAPWA SECTION 00449.00. CALL BEFORE YOU DIG 1-500-332-2344 48 HOOFS B"Vols umaR m s 11 APAS1411 d1EGIXJ lAW REOIMRES YOUTO FOLLON RLAEG AooRrtrolSr THE oREcaN uDUTr NonFIcl,TNx4 �c-mF3liFiC TTbsE RULES ARE SEFEIXiTH IN OM ILIBTTEmollIONOAR Sd2-001OD96. YW MAY FAIxcarIE [�tNE HIRES SY CRllANG 1HE DENIER AT 50:3?]2-2981. SWA1 F SCALE: 1"®IUI wn`r�n'uyJ3wsruurwx3 oaxum a. Ralsa ��wr I. 5�nvda..d x..sUiMI✓Me.rtn w.n nvu v+R s.ci i e W�eM o'a•e a fells. �,Ikmae�e,.�.µn.�Ym,�a�6e x, atv mx YY d.unvve sunmiv, W.rc�u+ f i`k nM3a�4 4. Laud G.9 MHFMov.rwn6nhmFurmi 1. sa.d v.ee/mfs _ EL=qkN GDOTWTCK I*JETTYPED. SEE oxEGNN STAImANO OxAWIN65 TRENCH BACNFlLA.. REDOING, PIPE ZONE AND MOLTN'LE Snnd�Nmrrmx "` eesyn..+wx I.ee..nA yvxvePr,rrMad pnnnyre�-IP'.— O Me INSTALLATIONS WsMWdror6e rsed H4Ap14 3. WRUIPIlEPP1PEY IARGER TH0.N vr.,q, ns.,n.ed �RD3(IO .�fm fRectNe Dale: [kcem6er 1, 2O2'k - R4ay 31wTO14 A -TES GyERgply 1. STRLKT0RESHALL9EWUFIEP _ EL=qkN GDOTWTCK I*JETTYPED. SEE •_,1' CRECAN SFANMRD DRAWING ROSTOFORAOOIII M INFORMAnON. 3. WRUIPIlEPP1PEY IARGER TH0.N •• .F. D—DETAIL SOTO CT'SYSTEM, iE. tlpq SQEPEA PIA}:. {Y% V.w% uSEExmE3._ WAU ROWHN 43'[aN[RElE 51Ae a OUTLET CONTROL DITCH INLET DETAIL MARnNE s&A1wE.INc. 4 UNE OCTOBER 3023 W WATER STREET SURE 101 ASHLAND, DR ,7526 TEL: 541.4EIB,a" p�RCN T1 13 � rscor�G SY ARA ESS 4.45 FO Cl AT" NG NAI PI" N..bc24-1004 1120 ET31 k0— PO Baa 490 4 N Ln I• En ❑ W Z Z H zz V _ U) l O Q Q w U) (1] m c� Z L 0 O I Cif 0 o [a c r REVISSoNS DETAILS PRUJECTNO.; 24,1015 ISSUE DATE; 2024-0315 SHEET: C3.02 I A —1 fAaxr NEW A. --I ALTERNATusErnmENT FENCE SEDIMENT FENCE AND GEOTE)MLE BURY DETAIL-TYPEi WFTHOUTTRENCHING -TYPE2 r pw"w SEDIMENT FENCE 13ECTEXTILE�E,IDEHeclive Date: December 1, 2023 -May 31.2024 CALL BEFORE YOU DIG I-800-332-2344 48 HOURS BErOM BIGBINNG EZCAVAn0?F AT 5r7Y7T2-1aST. A STAPLE DETAIL RnwW CONCRETE TRUCK WASH our CONCRETE TRUCK WASH OUT FACILITY Eff.d.. Ow O—ber 1. 2073 - M. 11.2024 CONSTRUCTR4N ENI NCE -TYPES wtrN DONSTRU"P�N ENMAN.E-TIPE2 . wm�qm CONSTRUCTION ENTRANCE-TYPE3 .ON— WOODEN CUAR InR MP SECTION D -D Dale: December 1. 2023 - M, 31, I 66 WATER STREET SU TElul ASHLAND, OR 57520 TEL: 54t,l8a 8200 LIMI RENEWS' JUNE 30.2025 POMe43D hkdFwd.OR975Di P.541.772-7115 TAT LQ r - D ra 0 0 W Z U) z < 0 0 < w ILL w z 0 < 0 c� Uz T- :5 ) w x: P n 0 0 (D U) R"GTONS DETAILS PROJECT NO: 24-1015 ISSUE DATE: 2024o3.59 SHEET. C3.03 CANOPYuc The Care of Trees �,P.o. noexsa� ssq. oa:,H, on srsao �sal]� 1-eOaP >'s AmnO+rs Januar} 26, 2024 Tm"ft Landscape Archi!ecmre 310 Oak St, Suilc �3 A40-11,01(97520 RE- SOU SaflbaJl Field UakTr-e praicdioe The iul€e black od nen, Querns (ellvxgii, located rMaresr the snftbul€ held in the wnthwcsl corner eftha fvapeny, m"- 57.5• in diatneler a! breast h:icht (Dffli), aiie an aptseSimete craven spread of70' slid a heighr of fX€'. The nee appears it, be in gond health, This uee cuoently hasampl, mom leu Lire eMablislunetn of heaME nit awe. Uitinutey, any encreachnt-t m this zone los the puleutiPl !onegalirrly ilnpaer the hesSth o£rhe tree. imea elan advarKcd �e.Ike this enc, can M Indra intolerant nimot dismrhances Ihmi ore )monger trees. A great deal oFcare gill be vegni,ed when npemiing awned this Gree ifluog-Icon pies-vion is the goal. hly sceo n n &fi. s for LAe pr -o- of Bra, see duan, construction oftha softball Geld end surrounding.ecce foltows: L.) r -,4J Pish a tree MI -m. mn- x66, forcing at l.Ss the kipline amend 755'. o: Ilrc nee. It is my nod -tending shat the muiority ordw mut zone dirougbout rile muthwesr corner is not to be disnirhW, Be that as it rimy, it is best ro nIf"wly ezafilah this -Jut an lion t."i'm-&itier, marrid dumge, vehicle mm'e-I nr the, Roll tximpachag activities -,., hew. 2.) L-stublish the Esxdsining 25%ofihe prewhen cmPe, nn do -than 2S'f- the trunk, fell-ing the ling oidia adorn, chain link €enc, (which --fly sits at 30' from the WIA1 3.1 U fuaher--b-1 ordw mm zone Ls needed, it is rzommettdzd that e,pl- nry. hand dug, holes be --ted at the required depth to -x is da: presence or-%. These sma11 holes slmald LR inipca,!. ln• an Aitseist ar landaCape pmfesstfiiral to 2tSea5 The Fixe aid gnintity of mots -ntacd, Irsily. 4.) Apply a 3"A"deep la}Kr ormulch mithin the dciph- S.) water the term during thea jccL asperintly iFdoar during the svmulermnndls. An effnrtshouid he mrd, to mmiic the historical waterine pinertr Lif any) and to supplement rvith a monlhy deep warcnng !o a soil depth of30". 6.) Prrmc lsrgedrsd TImbs flour the tree. Ther- am ITo-rens har.Ms in this tnc I. the feral ofkug. dead limns. Th -should be rrmmed by a gaalifmd prufessitmPl baron, p jest wnwietiou. Flrxse tench out iftlure are any questions nhwrG iiasse xcePmmcndHlioris nr ii•.ve canbA oF£uniter asxisian-a aE eery• paint in The pmjccl. Shs-corkvi [kaalnpl! R John IsA tl t !Sx oda Ce.,ified 1laaerhdanin xW645Mn If F-11 •' Febmar{ 9,1024 City arAshland. Plalming Di,,Odneenl SI Winhum W y Asid-d. OK 97520 RE: SOU SP111,91 Field tree ass nent This rCpd addt-,s the 41- e1n5aL In rhe seuthem mass arca of die pnpl,ascd snfibxll &:Id ini my - enc as idrnlir-L i - ball A2.0 and marked with n 41 and a red X. The bees arc as Tolle-. 1-€1'mg nest ro tett: 1. Lodgepale pine, Pi., rontnnn. I I"LATH, 2S' ull, moderalc m poor heillh. 2, Raywa,d ss14 F ✓aet-asv.arpa, 21"DEN, 40'talL gond bMth. 3. Raysvaod ;uh. Y"ramirra anrurp:r, Ib' THIN, 3Y.11, good b-hh. 4. Ray -d ash, F-sintuo ; aarAxi, I6" DEB, 35'toll, good health. My,oPam.-dations for th-ares dHIPS -t -fi n depend venally on rvbac esu.ebon is It, -during umstmatian and the caisl- fd,signed feet.. titan pEojex:t-T,1 I... An hlsp liott afthe &L01cd cosslsuclinn"laads- &Z plats ehows.114 tans tP be -111 within the p oj-1 xixa. The design plops Fall J Ille i...Ratio. oFbleschen and eu-1. pavers aihcw the Iran NI -3 to-Ittly exist.'11A, w€0 dot be with The sn'A"I oftl- I -- Tree #4 is outside of this cowwte pace sr in It proposed gunicled Wren. In disru55ing1Lre IneMbit€tv ofpreserving this nee with the desgpee. ofihe laads-apT-inf-d ditlbep jeer as deli-ard will nores-ilita extensive gradu changes Ibmug€imt the area iAnue the Tree clinrnfy eaistc The Inc wnuld most likely oar survive such di:la6-. Please get in Ween IFtlaai: ate arty q-dana about IhdC rc[mm�reHd'ahim<. Chd,nipher Job. l -LC IS_A dune co lf,N M.. ArMiisi iilyE.X-13 I TREE PROTECTION AND REMOVAL NOTES I i. PRIOR TO DELIVERING EXCAVATION EQUIPMENT OR COMMENCING ANY CONSTRUCTION ACTIVITIES ON THE SIT E. THE GENERAL C014TRACTOR SHALT CONTACT THE LANDSCAPE ARCHITECT FOR A PRE -CONSTRUCTION MEETING W ITH THE LANDSCAPE ARCHITECT AND EXCAVATION SUPERVISOR PRIOR TO COMMENCING ANY WORK ON THE SITE. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED BY THE CONTRACTOR 48 HRS. IN ADVANCE FOR ALL SITE VISITS REQUESTED. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER'S REPRESENTARVE THAT CONSTRUCTION MAY BEG;N AFTER ALL OF THE DFSCRIBFD FENCING IS IN PLACE. FENCING SHALL REMAIN IN PLACE UNTIL THE PROJECT IS COMPLETED. 2. FENCES MUST BE ERECTED TO PROTECT TREES TO BE PRESERVED AS SHOWN IN DIAGRAM. FENCING SHALL BE 6' TALL TEMPORARY CHAIN LINK PANELS INSTALLED WITH METAL CONNECTIONS TO ALL PANELS AREA INTEGRATED, THESE FENCES SHALL BE INSTALLED so THAT FI DOES NOT ALLOW PASSAGE OF PEDESTRIANS AND/ OR VEHICLES THROUGH IT. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TRFE OR GROUP OF TREES. FENCESARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR REMOVED WITHOUT THE PERMISSION OF THE LANDSCAPE ARCHITECT. 3. CONSTRUCTION TRAILERS, TRAFFIC AND STORAGE AREAS MUSf REMA€N OUTSIDE FENCED TREE PROTECTION ZONES AT ALL TIMES. SEE DETAIL 9 N 'TREE PROTECTION FENCING" FOR ADDITIONAL REQUIRWrNTS. 4. ALL PROPOSED UNDERGROUND UTILITIES AND DRAIN OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZDNE- IF LINES MUST TRANSVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE ROOTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATFFY IF ANY PROJECT PIANS CONFLICT WITH THIS REQUIREMENT. S. NO MATERLAiS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE IFENCFD AREA). 6. NOTIFY THE LANDSCAPE ARCHITECT IF TREE PRUNING IS REQUIRED FOR CONSTRUCTION CLEARANCE. 7. IF INJURY SHOULD OCCURTO ANY TREE DURING CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT IMMELyIATELY, ALL DAMAGE CAUSED BY CONSTRUCTION TO EXISTING TREES SHALL BE COMPENSATED FOR BY THE OFFENDING PARTY, BEFORE THE PROJECT WILL BE CONSIDERED COMPLETE. 8_ WATERING SCHEDULE: WATERING PROTECTED TREES SHALL FOLLOW THESE STANDARPS, HOWEVER PERIODS OF EXTREME HEAT, WIND, RAINFALL OR DROUGHT MAY REQUIRE MORE OR LESS WATER THAN RECOMMENDED IN THESE NOTES. A. MOST SPECIES: 3 TIME PER MONTH DURING IRRIGATION SEASON IUSIIALLY MARCH THROUGH SEPTEMBER) B, QUERCUSIOAY- DEEP WATER IN MAY AND SEPTEMBER. DO NOT WATER DURING OTHER MONTHS- FOR OAKS ALREADY IN THE VICINITY OF IRRIGATED CONDIFK:) NS, AUTOMATIC SPRINKLERS OR REGULAR WATERING SHALL NOT BE ALLOWED TO SPRAY ON OR WITHIN 3 FEET OFTHETRUNK. THE WATER SHALL NOT BEALLOWED TO POOL OR DRAIN TOWARDS THF TRUNK. C. WATERING METHOD: HAND WATERING SYSTEMS, RECoMMENDFD FOR TREES THATARE PART OF A DEVELOPMENT PROJECTTHAT MUST BE WATERED TO INSURETREE SURVIVAL DURING THE COURSE of CONSTRUCTION UNTIL AUTOMATIC IRRIGATION IS INSTALLED. 9. EROSION CONTROL DEVICES SUCH AS SILT FENCING, DEBRIS BASINS, AND WATER INVERSION STRUCTURES SHALL BE INSTALLED ON THE UPHILLSIDE OF THE TREE PROTECTION ZONETO PREVENT SILTATION AND/ OR EROSION WITHIN THE TREE PROTECTION ZONE. 12. BEFORE GRADING, PAD PREPARATION, OR EXCAVATION FOR THE FOUNDATIONS, FOOTINGS, WALLS, OR TRENCHING, ANY TREES WITHIN THE SPECIFIC CONSTRUCTION ZONE SHALL BE ROOT PRUNED I FOOT OUTSIDE THE TREE PROTECTION ZONE BY CUTTING ALL ROOTS CLEANLY AT A 90 DEGREE ANGLE TO A DEPTH OF 24 INCHES. ROOTS SHALL BE CUT BY MANUALLY DIGGING A TRENCH AND CUTTING EXPOSED ROOTS WITH A SAW, VIBRATING KNIFE, ROCK SAW, NARROW TRENCHER WITH SHARP BLADES, OR OTHER APPROVED ROOF-PRUINtNG EQUIPMENT. 13. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND Cur CLEANLY AT A 90 DEGREE ANGLE TO THE ROOT WITH A SAW. PLACE DAMP SOIL AROUND ALL CUT ROOTS TOA DEPTH EQUALING THE EXISTING FINISH GRADE WITHIN 4 HOURS OF CUTS BEING MADE. 14. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THF ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6- 8 INCHES OF WOOD MULCH OR GRAVEL SHALL BE CREATED TO PROTECT WEsOIL. THF ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A MIN. 61NCH DEPTH. 15. SPOIL FROM TRENCHES. BASEMLNTS, DR OTHER PXCAVAi€ONS SHALL NOT BE PACED WITHIN THE TREE PROTECTION ZONE. EITHER TEMPORARILY OR PERMANENTLY. 16. NO BURN PILES OR DEBRIS PILES SHALL BE PLACED WITHIN THE TREE PROTECTION ZONE. NO ASHES. DEBRIS. OR GARBAGE MAY OF DUMPFD OR BURIED WTIH€N THE}REE PROTECTION ZONE. 17. MAINTAIN FIRE -SAFE AREAS AROUND FENCED AREA. ALSO, NO HEAT SOURCES, FLAMES, IGNITION SOURCES, OR SMOKING IS ALLOWED NEAR MULCH OR TREES. 18- Do NOT RAISE TWE SOI_ LEVEL WITHIN THE DRIP LINES TO ACHIEVE POSITIVE DRAINAGE, EXCEPT TO MATCH GRADES WITH SIDEWALKS ANO CURBS, AND IN THOSE AREAS, FEATHER THE ADDED TOPSOIL BACK TO EXISTING GRADFAT APPROXIMATELY 3:1 SLOPE. 19- REMOVE THF ROOT WAD FOR EACH TREE THAT IS INDICATED ON THE PIAN AS BEING REMOVED. 20. EXCEPTIONS TO THE TREE PROTECTION SPECIFICATIONS MAY ONLY BE GRANTED IN EXTRAORDBNARY CIRCUMSTANCES WITH WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIORTO ANY WORK COMMENCING. 21. AS A PROTECTIVEMEASURE TO COMPENSATE FOR CONSTRUCTION IMPACTS, TWOTO SIX WEEKS PRIOR TO CONSTRUCTION. ALL RETAINED TREES SHOWN ON THIS PLAN SHALL RECEIVEAN APPLICATION OF MYCOAPPLY ALL PURPOSE SOLUBLE PER MANUFACTURER'S INSTRUCTIONS. THIS MYCORRHVAE PRODUCT IS A SPECIALLY FORMULATED NATURAL ROOT BIOSTIMULANT WHICH ENHANCES THE ABSORPTIVE SURFACE AREA OF THETREES ROOT SYSTEMS. THIS PROMOTES AND IMPROVES NUIRIENf AND WATER UPTAKE CAPABILITIES OFTHE REMAINING ROOT STRUCTURE. DISTRIBUTE MYCOAPPLY EVENLY WIIHINTHE ACME ROOTZONE OF REfAINEPTREES. APPLY ail GALS. OF SOLUTION PER TREE 6" DBH AND GREATER A MINIMUM OF 4" BELOW SOIL SURFACE IN QUANIMES OF 112 GALLON AT EACH POINT OF APPLICATION. LOCATE THE ACTIVE ROOT ZONES WITH LANDSCAPE ARCHITECT PRESENT. MYCoAPPLY IS AVAILABLE FROM MYCORRHIZAL APPLICATION, INC., PHONE (541) 47&3985. TREE PROTECTION SCHEDULE NWAl'Eosn¢fA[Es trnlsa rdnA SURFACE PROTECTION MEASURES 'ear I. tutcxrAua. rrilmat wnfxE einem oriewr TRENCHINGIEXCAVATEDNProwEcncneiew. t st>=iers Pxounaxaw,w xrnEs CONDITION OVERALLVIGOR CANOPY DENSITY AMOUNT OF DEADWOOD CODE BOTANICAL NAME I COMMON NAME DBH CANOPY HEIGHT CONDITION TPZ RADIUS SIGNIFICANCE REMARKS REMOVE SEVERE DECLINE 120% LARGE. MAJOR MORE THAN ONE INFESTEC MAJOR-GONKSICAVIT€ES E23 PINUS CONTORTA LDDC€POLE PINE 11" 10 2B 3 -LOW TWIG AND BRANCH REMOVE. WITHIN LIMBS OF CONSTRUCTION E24 MAXIMUS OXYCARPA RAYWOOD ASH 21" 19 50 4 -GOOD S€GNIFMPH F PESTS CAVITIES REMOVE WITHIN LIMITS OF CONSTRUCTION E25 FRAXINUS OXYCARPA RAYWOODASN 16" 17' 40' 4 -GOOD GOOD .. qa%-lnn% REMOVE, WITHIN LIMITS OF CONSTRUCTION E2V FRAXINUSOXYCARPA RAYWOOD ASH 16" 15 35' 4 -GOOD NONE NONE REMOVE WITHIN LIMITS OF CONSTRUCTION RETAIN EEL I ACER SPP. MAPLE SPP, 12' ON NEIGHBOR'S PROPERIY. E02 IROBINLA PSEUDOACACIA BLACK LOCUST 18" T4' 35' 4 -GOOD 14' NOT SIGNIFICANT E03 FRAXINUS OXYCARPA RAYWOOD ASH 17 13' 25' 4 -GOOD 12 E04 ROBINtA PSUEDOACACIA BLACK LOCUST 15' 20' 30 3 -LOW 12 MULTISTEM, FENCE INCLUSION BOB CALOCEDRUS DECURRENS INCENSE CEDAR 14" Ia.. 25 4 -GOOD 14 E06 ROBINIA PSVEDOACACLA BLACK LOCUST T' 15' 25, 3 -LOW 10' FENCE INCLUSION E07 ROBINIA PSVEDOACACIA BLACK tOCUSI IO` T5--25' 3 -LOW 10' MULTI -STEM E98 RONNIA PSUFDOACACIA BLACK LOCUST 37' 17 55 3 -LOW 32' NEEDS PRUNING EMERGENCY REMOVAL Ell) ACER SPP. MAPLE SPP. 72' 40- 40' 4 -GOOD 90 Ell QUERCUS GARRYANA OREGON WHITE OAK 36" 35 55 4 -GOOD 45' F72 CATALPA SPECIOSA CATALPA 2B' 17' 40' 4 -GOOD 2B' E13 ACER SPP, MAPLE SPP. 48 32 ! 5 4 - GOOD 60- E14 ACERNEGUNDO BOXEEDER 36" 25' 40' 3 -LOW 36' EIS ACER SPP. MAPLE SPP. 16" 23 40 4 -GOOD 16 E16 ACERSPP. MAPLESPP. 2Z' 20 40' 4 -GOOD 22' E17 CALOCEDRUS DECURRENS INCENSE CEDAR 14" TTI 35' 4 -GOOD 14' EIS QUERCUS GARRYANA OREGON WHITE OAK 4T 36' 45' 2 -DECLINING 53' SIGNIFICANT MISTLETOE El? QUERCUS KELtOGGII CALIFORNIA BLACK OAK 12' 16 30- 4 -GOOD 12' L20 UIMUS WE, ELM SPP. 4Z' 30' SO' 3 -LOW 42 NEEDS PRUNING. E21 QUERCUS MLLOGGil CALIFORNIA BLACK OAK 57.5 35- 90' 4 -GOOD 72' SIGNNFICANT E22 P114US SYLVESTRIS SCOTS PINE 19" 16' 35 4 -GOOD 19 E26 7ELKOVA SERRATA JAPANESE ZELKOVA )6' 20' 35' 4 -GOOD 16' 121 PRUNUSSPP. APRICOT SPP. 11" 13' 25' 4 -GOAD 14 E28 QUERCUS KELLOGGII CALIFORNIA BLACK OAK 11" To' 3a 4 - GOOD Tr - E30 FRAXINUS OXYCARPA RAYWOOD ASH 2Z' 17 35' 4 -GOOD 22 E31 FRAXINUS OXYCARPA JRAYWOODASH 20" 207 40' 14 -GOOD 20' E32 FRAXINUSOXYCARPA RAYWOODASH 16" 16' 40 4 -GOOD 16 E33 CEDRUS DEODORA DEoPOR CEDAR 24" 25' 30' 4 - GOOD 24' TREE APPEARS TO BE TOPPED. BUT IN GENERAL GOOD HEALTH. E34 PLATANUS OCCIDENTALIS SYCAMORE 22' 207 45' 4 -GOOD 27' E3S ULMUS SPP ELM SPp, 42' 30 50- 3 -LOW 42 RELATIVE TREE CONDITION - FACTORS CONSIDERED NWAl'Eosn¢fA[Es trnlsa rdnA SURFACE PROTECTION MEASURES 'ear I. tutcxrAua. rrilmat wnfxE einem oriewr TRENCHINGIEXCAVATEDNProwEcncneiew. t st>=iers Pxounaxaw,w xrnEs CONDITION OVERALLVIGOR CANOPY DENSITY AMOUNT OF DEADWOOD H#STORY OF FAILURE PESTS EXTENT CE DECAY RATING I SEVERE DECLINE 120% LARGE. MAJOR MORE THAN ONE INFESTEC MAJOR-GONKSICAVIT€ES SCAFFULD sGAF'TOLD TWIG AND BRANCH INFESTATJON OR ONE TO A FEW CONKS, SMALL 2 DECLINING 2x9650% 0€EBACK SCAFFOLD BRANCHES S€GNIFMPH F PESTS CAVITIES 3 LOW 849690% SMALLTWIGB SMALL BRANCHES MINOR 5 U V PRESENT AT PRUNING WOUNDS 4 GOOD .. qa%-lnn% LITTLE OR NONE NONE MINOR PRESENT AT PRUNING WOUNLIS 5 EXCELLENT loll% NONE NONE NONE (NONE PR INSIGNIFICANT EENCINGIROOT PROTECTION arvE prq sele-nwm ewrasxm ATrtn tete a�d�E�z ntre.wulam+nEa wu mon--Es+ rrniiuzwe e y roiAi.iscorE raepifers wePovAr r [\ I xonx noncnaraviNPaas M.tr arPwuuio, srEPWi PIAN 1 DETAIL: TREE PROTECTION FENCING Scale: 3116' 1'-0' TERRAIN 4CE TURE 176 H!dden Lane-Aahlantl, o l 0 5413' A)16 TERRAjNARCl1.COM Lu UJI ❑ OL� v) Q1 I Q Q 0 m _ ❑ O C� z EJB V)fn "o Q REVISIONS # DATE DESCRIPTION PLANNING TREE PROTECTION LEGEND AND DETAILS L0.1 P 6.4JEQT..Nd9._ 2346........ 42-1.5-24 .. ..:. .. .... TEAM-,. . SB,..Cq.------------ --- NWAl'Eosn¢fA[Es trnlsa rdnA SURFACE PROTECTION MEASURES 'ear I. tutcxrAua. rrilmat wnfxE einem oriewr TRENCHINGIEXCAVATEDNProwEcncneiew. t st>=iers Pxounaxaw,w xrnEs ZONE A ICRIT€CAL ROOT ZONEI no Poria eresovra t>Er.amow ro ReM4E Pom x PAM4eE auo �rPovraE Praoms r.sxclariiw zaw uEwurs nictsaas . ,urwa.icefrw;PEn,oacrvr-ua rasnPw cat,mfPz ZONE B LDRIPLINE) 1 ma Jusvnaea owms[rar Ar[NRE�A N•PPOvpT x sueeA[E PPorf--aiir lYr/uuus emuam P, u[iiYAigNeY Nsnn G'rraHPWippaiYLnrPE1KiYP tMY xfnipem rmawM� a1avP tat�a£tPr Gm�e AinaigplaPPFP COICif!oea. ZINE C LFEEUER RUUT ZONEJ 1. geEVAnor+CFNEAVYfmmrhf+tNUlaP Aa-L%b�at y roiAi.iscorE raepifers wePovAr r [\ I xonx noncnaraviNPaas M.tr arPwuuio, srEPWi PIAN 1 DETAIL: TREE PROTECTION FENCING Scale: 3116' 1'-0' TERRAIN 4CE TURE 176 H!dden Lane-Aahlantl, o l 0 5413' A)16 TERRAjNARCl1.COM Lu UJI ❑ OL� v) Q1 I Q Q 0 m _ ❑ O C� z EJB V)fn "o Q REVISIONS # DATE DESCRIPTION PLANNING TREE PROTECTION LEGEND AND DETAILS L0.1 P 6.4JEQT..Nd9._ 2346........ 42-1.5-24 .. ..:. .. .... TEAM-,. . SB,..Cq.------------ --- 4' 3' 13.05' 22.05' SIGNATURE OF APPROVAL DATE Full Calor LED True Pixel Video Display 13.05H x 22.05V 10mm (384 x 672 pixel matrix) 'Shown with virtual scoring. - Non -illuminated Sign 22.05'W x 3'H Decorative Arch Truss 22.05W x 4'11 Decorative Arch Truss Logo 5'W x 1,75'H *Truss logo may require additional support. n EVC0 0 This rendering is for conceptual purposes only. It may not be to exact scale or specs(ications and Should not be used for installation purposes. Every effort has been mace to INTEGRATED DISPLAY AND make it as accurate as possible, EI'ams and or pillars are for illustration only. Engineering specifications may require changes in the quantity, size and/or shape of beams and SCORING SOLUTIONS pillars to meet Installation requirements. Neveo assumes no obligations or liability regarding the viability of applicability of existing structures. THIS DRAWING IS THE PROPERTY OF NEVCO INC. AND SHALL NOT BE REPRODUCED, COPIED, SHARED of DISTRIBUTED WITH ANYONL OTHER THAN THE INTENDtD STAFF OR CLIENT OF THE PROPOSED PROJECT WITHOUT THE EXPRESSED PERMISSION OF NEVCO INC. EXT. ELEVATION - CONCESSIONS.- NORTH EXT, ELEVATION - CONCESSIONS - EAST SCALE: 114" = 1'-0" (24 X 35)S CALF: 114" = 1'-D" (24 X 38) SCALE: i18" = 1'-0" (11 X 17)SCALE: 1111 = 1'-D" (11 X 17) EXT. ELEVATION - CONCESSIONS - WEST ��t1 EXT. ELEVATION - CONCESSIONS - SOUTH SCALE: 114" = 1'-0" (24 X 36) `"3' SCALE: 114" = 1'-D" {24 X 36) 3 SCALE: 116" = 1'-0' {11 X 17) SCALE: 118" = 3'-0" {11 X 17) GENERAL NOTES - EXT ELEVATIONS A. ELEVATION KEYNOTES APPLY TO SHEETS A3.9C-A4.413-A5-4R ALL KEYNOTES MAY NOT OCCUR ON THIS SHEET ANO DO NOT APPLY TO ANY OTHER SKLLTS EXCEPT THOSE NOTED, R, SEE ALT FOR WALL ASSEMBLIES C. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. KEYNOTES - EXTERIOR ELEVATIONS -0 7LIGHT GREY- SMOOTH FACE CONCRETE MASONRY UNIT. TYP 2 1 X 10 FASCIA POTS -PT -1- GREY 3METAL CANOPY 4STAINLESS STEEL SERVICE COUNTER 5THREE FANEL-OPERA9LE- VINYL SERVICE WINDOW eSTEEL HANGER SUPPORT WITH ROLTATTACHMENT 7ZINC-ALUMINIUM STANDING SEAM METAL ROOF, TYP- E4'STEELGUTTER 93'DIAMETER STEEL DOWNSPOUT 10 TWO PANEL OPERABLE -VINYL SFRYICE WINDOW 12 GLUiAMINATED SEAM, SEE STRUCTURAL 14STEEL POST, Sr" STRUCTURAL 15 METAL RAILING 10 WALL MOUNTED DRINKING FOUNTAIN AND BOTTLE FILLER 17 Irr PLY WDOD CURRIES 18 NSCHlHA PANEL SIDING, SEE SPEC, 7Yp, 19 CAST IN PLACE CONCRETE STAIRS 20 SOU GRAPHIC (OE9I) 21 PADDED LEANING RAR -3 -STEEL PIPE 99 WATER STREET SUITE 101 ASHLAND, OR 97520 TEL.: 541.489.82M PREL€MINARY THESE ORAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE OF A PERMIT 100% DD SHEET FORMAT = 24" X S5. CD SV Ln i` aT o Tp _ z z co z¢ O� C7 � wz zz Wm: LL€ C7 �3: D� O L� REVISIONS CONCESSIONS ! TICKETING - EXTERIOR ELEVATIONS ISSUE DATE: 311`x'24 SHEET- A3.3C EXT, ELEVATION - ENTRY GATIP) �i SCALE: 114" = 1 `-0" i24SCALE: 118" = 1'-0" (11 ) 1'-5318" f S'-0114' 2'-T V -S 515 - ENLARGED SITE - PLAN - ENTRY GATE 914„ = 1'-D" G KEYNOTES - SITE DETAILS I HOME PLATE (OFOI) 2 BATTER'S BOX 3 TURF F1ELo STRIPING- WHITE. TVP. 4 CATCHER'S BOX 5 FIELD TURF, PER MANUFACTURER SPECS. COLOR', GREEN S FiELO TURF, PER MANUFACTURER SPECS. COLOR', WHITE 7 FIELDTURF, PER MANUFACTURER SPECS, COLOR: BLACK RFIELD TURF. PER MANUFACTURER SPECS, COLOR: REO 9 COLORED BRICKSICMU-TSD 1d CONCRETE MASONRY CAP -WHITE I I STEEL SIGN POST. PER STRUCTURAL, BLACK 12 BRUSHEDALUMENIUM LETTERING --O S5 WATER STREET SUITE IM ASHLAND, OR 97520 TEE..: 541.485,82DO PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE OFA PERMIT 100% DD MET FORMAT - 24' X 36•, SITE DETAILS UE DATE: 3115124 EET: AO.6 SCOPE OF WORK --------------------� 4 I ! j ------------ .. 'I E AO4 !_ i 9 1 � F 0 1{[p� E r ! j ------------ ni I I EXISTING BATTING CAGE m 11 Elffill 1011ME—M x , .r E — _ ... GENERAL NOTES - SITE PLAN A. SITE PLANKEYNOTES APPLY TO SHEETAIA. ksw B. ARCHITECTURAL REFERENCE LLEVATION O 0"=1935.W ON SURVEY AND CIVIL DOCUMENTS. ELEVATION W{LL VARY BASED ON BRIDLING, ARCHITECTS SEE EACH INDIVIDUAL BUIDLING ET-FVATIONS FOR REFERENE LEVEL I+I-19351. C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL 66 WATER STREET SITEWORK INFORMATION. SUITE 101 ASHLAND, OR A. WORKINTHE RiGHTOF WAYIS SHOWN FOR REFERENCE ONLY. 57620 REFER TO SEPARATE RIGHT OF WAY IMPROVEMENT DRAWINGS FOR TFL: 541,4088200 INFORMATION. E. REFERENCE ELECTRICAL DRAWINGS FOR SITE LIGHTING SCHEDULE. PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION KEYNOTES - SITE PLAN RECORDATTIION CONVEYANCE ISSUANCE OF A PERMIT 1 FIELD TURF, PER MANUFACTURER SPECS. - COLOR: GRASS GREEN 2 FIELD TURF, PER MANUFACTURER SPECS. -COLOR SAND 3 BULLPEN - FIELD TURF, PER MANUFACTURER SPECS. -COLOR: SAND PLANNING 4 SOU LOGO - FIELD TURF, PER MANUFACTURER SPECS. -COLORS: REO, WHITE. BLACK SEE AX, 0- ENLARGED FIELD PLAN 5 NEW AUTHOR17EDACCESS GRAVEL LOT s PRE-MANUFACTURFO BLEACHER SYSTEM. SEE STRUCTURAL FOR FOOTING DETAILS 7ADARAMP ACCESS FOR BLEACHERS ePRE-MANUFACTUREDPRESS BOX PER 00146 LTART DRAWINGS 9 DECORATIVE WROUT-IRON FENCE TO MATCH EXISTING FOOTBALL STADIUM FENCE 10 DECORATIVE WROUT4RON FENCE GATE II PHASE2- FUTUREBATTINGCAGEIDRVINGRANGE 12 PHASE 2 -FUTURE HALL NET 13 EXISTING WOOD FENCE 14 LXi STINGCHAINLINK FENCE 15 EX7STINGGRAVEL EASEMENT 16 GRASS GROUND COVER, TYP, 17 FASTINGSIDEVVAIK EASEMENT SHEET FORMAT =24'X38'. 18 E%75T1NG PUBLIC UTILITY EASEMENT 19ALTER GRADING PER CIVIL AND LANDSCAPE PRAWINGS,TYP 20 PROTECT EXISTING OAKTREC PER LANCSCAPE 21 FIELD TURF -PER MANUFACTORER SPECS, WH}TF STRIPING, TYP 22 ON DECK BATIER-HELD TURF- PER MANUFACTORER SPECS, WHITE STRIPING. TYP 25 PRGHER'S CIRCLE, FIELD TURF- WHITE STRIPING, PER MANUFACTORER'S SPECS 26 PITCHER'S PLATE 27 FIRST BASE 2S SECOND BASE 25 THIRD BASE 30 FIELD TURF -WHITE STRIPING, FOUL LINE 31 W SMALL MESH NET BACKSTOP WITH 4' PADDING AT BASE, PER MANUFACTORER'S SPECS. 3Z PADDED RAILING AT4' FROM GRADE, INSTALL PER MANUFACTORER SPECS, 0 TYP. OF 2 LN 33 PADDED S'HOME RUN FENCE WI UNIVERSITY GRAPHICS (GRAPHICS OFOI), LO TYP 34 SUORESOARD, INSTALL PER MANUFAGTOER SPECS, SEE STRUCTURAL FOR FOOTINGS ••--�� 35 4'CMNLINKFENCE 38 4'CHAINLINK FENCE -GATE O 37 FOULLINEPOLE 36 BULLPEN BACKSTOP, PER MANOFACTORER SPECS ¢ W z 35 BIKE LOCKS L_ � 4D PLAZA CONCRETE Frr—^^— 41 PLAZA BOARDER PAVER. PER SPEC V ) 42 PLAZA PLANTER, SEE LANDSCAPE V} 43 GRAVEL GROUND COVER, TYP. UNDER NEW BLEACHERS J Z Q AA BLEACHER ADA RAMP I." 45 V.I.P. VIEWING OECK MM (� CO 46METAL RAILING, PER MANUFACTURER SPECS W 47 PLASTIC BLEACHER SEATS, SEE SPEC I MANUFACTURER DRAWINGS Z 48 PREP AND GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS LL O Q O Z I� U) w� Z 0Z) O co 1 L 1 F--_ Iij I f f / -� S � EXISTING 1 1 If i f I LOCKER ROOM j p OVERALL SITE 4B 1,j PLAN - PROPERTY LINE 1173.13 _ -"-- PROJECT NO.: 23-019 ........ ISSUE DATE: 2123f24 IOWA ST. SHFET: TN SITE - PLAN SCALE: 1"= 30`-O" (24 X 36) SCALE: 1" = 60`-0" (11 X 17) A0.1 .. 'I E AO4 !_ ni I I EXISTING BATTING CAGE m 11 Elffill 1011ME—M x , .r E — _ ... GENERAL NOTES - SITE PLAN A. SITE PLANKEYNOTES APPLY TO SHEETAIA. ksw B. ARCHITECTURAL REFERENCE LLEVATION O 0"=1935.W ON SURVEY AND CIVIL DOCUMENTS. ELEVATION W{LL VARY BASED ON BRIDLING, ARCHITECTS SEE EACH INDIVIDUAL BUIDLING ET-FVATIONS FOR REFERENE LEVEL I+I-19351. C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL 66 WATER STREET SITEWORK INFORMATION. SUITE 101 ASHLAND, OR A. WORKINTHE RiGHTOF WAYIS SHOWN FOR REFERENCE ONLY. 57620 REFER TO SEPARATE RIGHT OF WAY IMPROVEMENT DRAWINGS FOR TFL: 541,4088200 INFORMATION. E. REFERENCE ELECTRICAL DRAWINGS FOR SITE LIGHTING SCHEDULE. PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION KEYNOTES - SITE PLAN RECORDATTIION CONVEYANCE ISSUANCE OF A PERMIT 1 FIELD TURF, PER MANUFACTURER SPECS. - COLOR: GRASS GREEN 2 FIELD TURF, PER MANUFACTURER SPECS. -COLOR SAND 3 BULLPEN - FIELD TURF, PER MANUFACTURER SPECS. -COLOR: SAND PLANNING 4 SOU LOGO - FIELD TURF, PER MANUFACTURER SPECS. -COLORS: REO, WHITE. BLACK SEE AX, 0- ENLARGED FIELD PLAN 5 NEW AUTHOR17EDACCESS GRAVEL LOT s PRE-MANUFACTURFO BLEACHER SYSTEM. SEE STRUCTURAL FOR FOOTING DETAILS 7ADARAMP ACCESS FOR BLEACHERS ePRE-MANUFACTUREDPRESS BOX PER 00146 LTART DRAWINGS 9 DECORATIVE WROUT-IRON FENCE TO MATCH EXISTING FOOTBALL STADIUM FENCE 10 DECORATIVE WROUT4RON FENCE GATE II PHASE2- FUTUREBATTINGCAGEIDRVINGRANGE 12 PHASE 2 -FUTURE HALL NET 13 EXISTING WOOD FENCE 14 LXi STINGCHAINLINK FENCE 15 EX7STINGGRAVEL EASEMENT 16 GRASS GROUND COVER, TYP, 17 FASTINGSIDEVVAIK EASEMENT SHEET FORMAT =24'X38'. 18 E%75T1NG PUBLIC UTILITY EASEMENT 19ALTER GRADING PER CIVIL AND LANDSCAPE PRAWINGS,TYP 20 PROTECT EXISTING OAKTREC PER LANCSCAPE 21 FIELD TURF -PER MANUFACTORER SPECS, WH}TF STRIPING, TYP 22 ON DECK BATIER-HELD TURF- PER MANUFACTORER SPECS, WHITE STRIPING. TYP 25 PRGHER'S CIRCLE, FIELD TURF- WHITE STRIPING, PER MANUFACTORER'S SPECS 26 PITCHER'S PLATE 27 FIRST BASE 2S SECOND BASE 25 THIRD BASE 30 FIELD TURF -WHITE STRIPING, FOUL LINE 31 W SMALL MESH NET BACKSTOP WITH 4' PADDING AT BASE, PER MANUFACTORER'S SPECS. 3Z PADDED RAILING AT4' FROM GRADE, INSTALL PER MANUFACTORER SPECS, 0 TYP. OF 2 LN 33 PADDED S'HOME RUN FENCE WI UNIVERSITY GRAPHICS (GRAPHICS OFOI), LO TYP 34 SUORESOARD, INSTALL PER MANUFAGTOER SPECS, SEE STRUCTURAL FOR FOOTINGS ••--�� 35 4'CMNLINKFENCE 38 4'CHAINLINK FENCE -GATE O 37 FOULLINEPOLE 36 BULLPEN BACKSTOP, PER MANOFACTORER SPECS ¢ W z 35 BIKE LOCKS L_ � 4D PLAZA CONCRETE Frr—^^— 41 PLAZA BOARDER PAVER. PER SPEC V ) 42 PLAZA PLANTER, SEE LANDSCAPE V} 43 GRAVEL GROUND COVER, TYP. UNDER NEW BLEACHERS J Z Q AA BLEACHER ADA RAMP I." 45 V.I.P. VIEWING OECK MM (� CO 46METAL RAILING, PER MANUFACTURER SPECS W 47 PLASTIC BLEACHER SEATS, SEE SPEC I MANUFACTURER DRAWINGS Z 48 PREP AND GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS LL O Q O Z I� U) w� Z 0Z) O co 1 L 1 F--_ Iij I f f / -� S � EXISTING 1 1 If i f I LOCKER ROOM j p OVERALL SITE 4B 1,j PLAN - PROPERTY LINE 1173.13 _ -"-- PROJECT NO.: 23-019 ........ ISSUE DATE: 2123f24 IOWA ST. SHFET: TN SITE - PLAN SCALE: 1"= 30`-O" (24 X 36) SCALE: 1" = 60`-0" (11 X 17) A0.1 35'-5918" IIS' -I 29-5310" EXTENTOF3PBP 12' Elam 123-0314' 10-0° - PLAN - FIELD SCALE: 1119 T 1'-0" (24 X 36) SCALE: 1132" = 1%V' (11 X 17) GENERAL NOTES - SITE PLAN A SITE PLAN KEYNOTES APPLY TO SHEET AI.1, B. ARCHITECTURAL REFERENCE ELEVATION e'-0' =1935.90' ON SURVEY ANO CNIL DOCUMENTS. ELEVATION WILL VARY BASED ON BUIpLING, 8£E EACH INDIVIDUALBU€DLING ELEVATIONS FOR REFERENE LEVEL (+1-1936). C. REFERENCE CIVIL AND LANDSCAPE DRAWNGS FOR ADDITIONAL SITEWORK INFORMATFON. D. WORK TN THE RIGHT OF WAY IS SHOWN FOR REFERENCE ONLY. REFER TO SEPARATE RIGHT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION, F. REFERENCE ELECTRICAL DRAWINGS FOR SITE UGVMNG SCHEDULE. KEYNOTES - SITE PLAN (D 1 FEELD TURF. PERMANUFACTURER SPECS. -COLOR_ GRASS GREEN 2 F€ELD TURF, PER MANUFACTURER SPECS. -COLOR: SAND 3 BULLPEN -FIELD TURF. PER MANUFACTURER SPECS. -COLOR: SAND 4 SOU LOGD_F€ELD TURF, PER MANUFACTURER SPECS. -COLORS: RED. WHITE, BLACK, SEE A).O-ENLARGED FIELD PLAN 5NEW AUTHORIZED ACCESS GRAVEL LOT 6 PRE -MANUFACTURED BLEACHER SYSTEM, SEE STRUCTURAL FOR FOOTING DETA" 7ADA RAMP ACCESS FOR BLEACHERS ePRF-MANUFACTUREU PRESS SOX PER CONSULTANT DRAWINGS 9 DECORATIVE WROUT-IRONFENCE TOMATCH EXISTING FOOTBALL STADIUM FENCE tUDECORATIVE WROUT4RON PENCE GATE 11PHASE 2- FUTURE BATTING CAGE I ORVING RANGE 12PHASE 2 -FUTURE BALL NET 13 EXSRNG WOOD FENCE 14E111STING CRAINLINKFENCE 15 EX4STING GRAVEL EASEMENT 19 GRASS GROUND COVER. TYP. 17EXISTING SIDEWALKEASEMENT 15 EXI8TINGPUBLIC UTILITY EASEMENT 19 ALTERGRADINGPER CIVIL AND LANDSCAPE DRAWINGS,TYP 20 PROTECT EXISTMIG OAKTREE PER LANDSCAPE 21 FIELOTURF-PER MANUFACTORER SPECS, WHITE STRIPING, TYP 22 ON DECK BATTER - FIELDTURF-PER MANUFACTORER SPECS, WHITE STRIPING, TYP 25 PITCHERS CIRCLE, FIELD TURF- WHITE STRIPING, PER MANUFACTORFR'S SPECS 28 PITCHER'S PLATE 27 FIRST BASE 28 SECOND BASE 29 THIRD BASE- . ASE38 PIELb TURF- WHITE STRIPING, FOUL UNE 30 31 ' SMALL MESH NET BACKSTOP WITH 4' PAUDING AT BASE. PER MANUFACTCRER'S SPECS, 32 PADDED RAILING AT4'FROM GRADE. €NSTALLPER MANUFACTORER SPECS, TYP. OF 33 PADDEDD'HOME RUN FENCE W1 UNIVERSITY GRAPHICS (GRAPHICS OFOI). TVP 34 SCOREBOARD, INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FOOTINGS 354'CHAINLINK FENCE , 4'CRAINLINK FENCE -GATE ST FOUL LINE POLE 38 BULLPEN BACKSTOP, PER MANUFACTORER SPECS S9 BIKE LOCKS 40 PLAZACONCRETE 41 PLAZA BOARDER PAVER, PER SPEC 42PLAZA PLANTER, SEE LANDSCAPE ,GRAVEL GROUND COVER, TYP. UNDER NEW BLEACHERS 44 MEACHERADARAMP 45V.I.P. VIEWING DECK 46 META€ RMUNG, PER MANUFACTURER SPECS 47 PLASTIC BLEACHER SEATS, SEE SPEC I MANUFACTURER DRAWINGS 40 PREP AND GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS 65 WATER STREET SV ITE 191 ASHLAND, ON 97520 TEL: 54!,458.0200 PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR. CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE OF A PERMIT PLANNING SHEET FORMAT =24"X35 O CN 1.57 t- 0) O Q j Z SIJ z z Q Ilnn W Ill Lu U) LL O Q rOLLJ� F VJ /O o VJ rj) (- REVISIONS ENLARGED SITE PLAN - FIELD PROJECT NO.: 23419 ISSUE DATE: 2=4 SHEET: AO,2 I I I I I I l _ GENERAL NOTES - SITE PLAN A. SITE PLAN KEYNOTES APPLY TO SHEETA7.1. R. ARCHITECTURAL REFERE NCE ELEVATION 0-0'= 1935.DTGN SURVEY AN" US. CP/ILOOCMENTELEVATION WILL VARY BASED ON SUICLING, SEE EACH INDIVIDUAL BUIDLING ELEVATIONS FOR REFERENE LEVEL ,-I- m5). C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE W ORK INFORMATION. U. WORK IN THE RIGHT Of WAY IS SHOWN FOR REFERENCE ONLY. REFER To SEPARATE WORT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION. E. REFERENCE ELECTRICAL DRAIMNGS FOR SITE LIGHTING SCHEOULE. KEYNOTES - SITE PLAN (1 1 FIELD TURF. PER MANUFACTURER SPLCS.-COLORl GRASS GREEN 2 FIELDTURF. PER MANUFACTURER SPEC S.-COLOR:SANO 3BULLPEN-FIELDTURF. PER MANUFACTURER SPECS. - COLOR SAND - - 4 SOU LOGO-FIELDTURF, PER MANUFACTURER SPECS. -COLORS�RED. WHITE, BLACK, SEE AXO- ENLARGED FIELD PLAN 5 NEW AUTHDRIZEDACCESSGRAVELI-OT 6 PPE -MANUFACTURED BLEACHER SYSTEM. SEE STRUGTURAL FOR FOOTING C oETAtLS 1 7 ADA RAMP ACCESS FOR BLEACHERS B PRE -MANUFACTURED PRESS BOX, PER CONSULTANT DRAWINGS 9 DECORATIVE WROuT-IRON FENCE TOMATCH EXISTING FOOTBALL STADIUM FENCE 70 DECORATIVE WROUT4RON FENCE GATE € 35 I 11 PHASE2-FUTURE BATTING CAGE I DRYING RANGE 12 PHASE2-FUTURE BALL NET 13 EXISTING WOOD FENCE 14 BASTING CHAINLWK FENCE 15 EXISTING GRAVEL EASEMENT 16 GRASS GROUND COVER, TYP. 17 EIUSTING SIDEWALK EASEMENT IB EXISTING PUBLIC UFLtFY EASEMENT 19 ALTER GRADING PER CIWL AND LANDSCAPE DRAWtNGS,TYP I 20 PROTECT EXISTINGAOAKTREE PER LANDSCAPE 21 FIELD TURF - PERMNUFACTORER SPECS. WHITE STRIPiNG,TYP PROPOSED cONCLSSION AND 22 ONDECKBATTER-FIELDTURF- PER MANUFACTURER SPECS, WHITE TICKETING BUILDINGII - STRIPING, TYP I 25 PITCHER'S CIRCEE,FIELDTURF -WHITE STRIPING. PER MANUFACTURER'S SPECS € I .. - -- 26 PITCHER'S PLATE ffl-lt L�1 E E - ---- l i 27 F#RST BASE 28 SECOND RASE 29 THIRD BASE 3D FIELD TURF- WN1TE STRIPING, FOUL LINE I 31 30' SMALL MESH NET BACKSTOP WITH 4' PADDING Al BASE, PER 3 MANUFACTORER'S SPECS. 3 A0,5 &2 PADDED RPJfING A74' FROM GRACE, INSTALL PER MANUFACTORLR SPECS, i TYP. OF 2 33 PADDED 6'111WI RUN FENCE WI UNIVERSRY GRAPHICS IGRAPHiCS 111011, 1 i 10 TYP 34 SCOREBOARD, INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FODTINGs 35 4'GKAINLINKFENCE 35 4'CKAIRUNK FENCE -GATE I I 3r FO LINE POLE 3F BULLPEN BACKSTOP, PER MANUFACTORER SEEDS 35 BIKL LOCKS 49PLAZACONCRETE 41 PLAZA BOARDER PAVER, PER SPEC I 42 PLAZA P LAS SEE LANDSCAPE - 43 GRAVLL GROUND COVER, TYP, UNDER NEW BLEACHERS 44 BLEACHER ADA RAMP 45 V.LP. VIEWING DECK i- 46 METAL RAILING, PER MANUFACTURER SPECS 47 PLASTIC BLEACHER SEATS, SEE SPEC /MANUFACTURER DRAWINGS 48 PREP ANO GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS I I +I I I Ili r PROPERTY LINE -1173,13` ................ € 10 za Sr0'✓ I IOWA ST. E - PLAN - ENTRY PLAZA q� SCALE 1!&° = t�_o� t24 x as) SCALE: 1!1 V = 1'-0" {11 X 171 66 WATER STREET SUITE 101 ASHLAND, OR 97520 TEL: 541.485.6270 PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE DF q PERMR PLANNING SHEET FORMAT = 24' X36'. O N C � G t:6 � Z Q- LLJ J U- O 'OZ LL O o� REVISIONS ILL KULLJ 7L I L LAN - ENTRY PL a7A ISSUE OATS: 2r M4 SHEET: Ao.3 PROPOSED RESTROOM. AND PRO DUGOUT TAN ANO DHOME TRAINING j I j I i t UIEDING I 13E1 r' - I I I I I l _ GENERAL NOTES - SITE PLAN A. SITE PLAN KEYNOTES APPLY TO SHEETA7.1. R. ARCHITECTURAL REFERE NCE ELEVATION 0-0'= 1935.DTGN SURVEY AN" US. CP/ILOOCMENTELEVATION WILL VARY BASED ON SUICLING, SEE EACH INDIVIDUAL BUIDLING ELEVATIONS FOR REFERENE LEVEL ,-I- m5). C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE W ORK INFORMATION. U. WORK IN THE RIGHT Of WAY IS SHOWN FOR REFERENCE ONLY. REFER To SEPARATE WORT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION. E. REFERENCE ELECTRICAL DRAIMNGS FOR SITE LIGHTING SCHEOULE. KEYNOTES - SITE PLAN (1 1 FIELD TURF. PER MANUFACTURER SPLCS.-COLORl GRASS GREEN 2 FIELDTURF. PER MANUFACTURER SPEC S.-COLOR:SANO 3BULLPEN-FIELDTURF. PER MANUFACTURER SPECS. - COLOR SAND - - 4 SOU LOGO-FIELDTURF, PER MANUFACTURER SPECS. -COLORS�RED. WHITE, BLACK, SEE AXO- ENLARGED FIELD PLAN 5 NEW AUTHDRIZEDACCESSGRAVELI-OT 6 PPE -MANUFACTURED BLEACHER SYSTEM. SEE STRUGTURAL FOR FOOTING C oETAtLS 1 7 ADA RAMP ACCESS FOR BLEACHERS B PRE -MANUFACTURED PRESS BOX, PER CONSULTANT DRAWINGS 9 DECORATIVE WROuT-IRON FENCE TOMATCH EXISTING FOOTBALL STADIUM FENCE 70 DECORATIVE WROUT4RON FENCE GATE € 35 I 11 PHASE2-FUTURE BATTING CAGE I DRYING RANGE 12 PHASE2-FUTURE BALL NET 13 EXISTING WOOD FENCE 14 BASTING CHAINLWK FENCE 15 EXISTING GRAVEL EASEMENT 16 GRASS GROUND COVER, TYP. 17 EIUSTING SIDEWALK EASEMENT IB EXISTING PUBLIC UFLtFY EASEMENT 19 ALTER GRADING PER CIWL AND LANDSCAPE DRAWtNGS,TYP I 20 PROTECT EXISTINGAOAKTREE PER LANDSCAPE 21 FIELD TURF - PERMNUFACTORER SPECS. WHITE STRIPiNG,TYP PROPOSED cONCLSSION AND 22 ONDECKBATTER-FIELDTURF- PER MANUFACTURER SPECS, WHITE TICKETING BUILDINGII - STRIPING, TYP I 25 PITCHER'S CIRCEE,FIELDTURF -WHITE STRIPING. PER MANUFACTURER'S SPECS € I .. - -- 26 PITCHER'S PLATE ffl-lt L�1 E E - ---- l i 27 F#RST BASE 28 SECOND RASE 29 THIRD BASE 3D FIELD TURF- WN1TE STRIPING, FOUL LINE I 31 30' SMALL MESH NET BACKSTOP WITH 4' PADDING Al BASE, PER 3 MANUFACTORER'S SPECS. 3 A0,5 &2 PADDED RPJfING A74' FROM GRACE, INSTALL PER MANUFACTORLR SPECS, i TYP. OF 2 33 PADDED 6'111WI RUN FENCE WI UNIVERSRY GRAPHICS IGRAPHiCS 111011, 1 i 10 TYP 34 SCOREBOARD, INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FODTINGs 35 4'GKAINLINKFENCE 35 4'CKAIRUNK FENCE -GATE I I 3r FO LINE POLE 3F BULLPEN BACKSTOP, PER MANUFACTORER SEEDS 35 BIKL LOCKS 49PLAZACONCRETE 41 PLAZA BOARDER PAVER, PER SPEC I 42 PLAZA P LAS SEE LANDSCAPE - 43 GRAVLL GROUND COVER, TYP, UNDER NEW BLEACHERS 44 BLEACHER ADA RAMP 45 V.LP. VIEWING DECK i- 46 METAL RAILING, PER MANUFACTURER SPECS 47 PLASTIC BLEACHER SEATS, SEE SPEC /MANUFACTURER DRAWINGS 48 PREP ANO GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS I I +I I I Ili r PROPERTY LINE -1173,13` ................ € 10 za Sr0'✓ I IOWA ST. E - PLAN - ENTRY PLAZA q� SCALE 1!&° = t�_o� t24 x as) SCALE: 1!1 V = 1'-0" {11 X 171 66 WATER STREET SUITE 101 ASHLAND, OR 97520 TEL: 541.485.6270 PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE DF q PERMR PLANNING SHEET FORMAT = 24' X36'. O N C � G t:6 � Z Q- LLJ J U- O 'OZ LL O o� REVISIONS ILL KULLJ 7L I L LAN - ENTRY PL a7A ISSUE OATS: 2r M4 SHEET: Ao.3 PROPOSED RESTROOM. AND STORAGE j I I UIEDING I 13E1 r' - I I I I I l _ GENERAL NOTES - SITE PLAN A. SITE PLAN KEYNOTES APPLY TO SHEETA7.1. R. ARCHITECTURAL REFERE NCE ELEVATION 0-0'= 1935.DTGN SURVEY AN" US. CP/ILOOCMENTELEVATION WILL VARY BASED ON SUICLING, SEE EACH INDIVIDUAL BUIDLING ELEVATIONS FOR REFERENE LEVEL ,-I- m5). C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE W ORK INFORMATION. U. WORK IN THE RIGHT Of WAY IS SHOWN FOR REFERENCE ONLY. REFER To SEPARATE WORT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION. E. REFERENCE ELECTRICAL DRAIMNGS FOR SITE LIGHTING SCHEOULE. KEYNOTES - SITE PLAN (1 1 FIELD TURF. PER MANUFACTURER SPLCS.-COLORl GRASS GREEN 2 FIELDTURF. PER MANUFACTURER SPEC S.-COLOR:SANO 3BULLPEN-FIELDTURF. PER MANUFACTURER SPECS. - COLOR SAND - - 4 SOU LOGO-FIELDTURF, PER MANUFACTURER SPECS. -COLORS�RED. WHITE, BLACK, SEE AXO- ENLARGED FIELD PLAN 5 NEW AUTHDRIZEDACCESSGRAVELI-OT 6 PPE -MANUFACTURED BLEACHER SYSTEM. SEE STRUGTURAL FOR FOOTING C oETAtLS 1 7 ADA RAMP ACCESS FOR BLEACHERS B PRE -MANUFACTURED PRESS BOX, PER CONSULTANT DRAWINGS 9 DECORATIVE WROuT-IRON FENCE TOMATCH EXISTING FOOTBALL STADIUM FENCE 70 DECORATIVE WROUT4RON FENCE GATE € 35 I 11 PHASE2-FUTURE BATTING CAGE I DRYING RANGE 12 PHASE2-FUTURE BALL NET 13 EXISTING WOOD FENCE 14 BASTING CHAINLWK FENCE 15 EXISTING GRAVEL EASEMENT 16 GRASS GROUND COVER, TYP. 17 EIUSTING SIDEWALK EASEMENT IB EXISTING PUBLIC UFLtFY EASEMENT 19 ALTER GRADING PER CIWL AND LANDSCAPE DRAWtNGS,TYP I 20 PROTECT EXISTINGAOAKTREE PER LANDSCAPE 21 FIELD TURF - PERMNUFACTORER SPECS. WHITE STRIPiNG,TYP PROPOSED cONCLSSION AND 22 ONDECKBATTER-FIELDTURF- PER MANUFACTURER SPECS, WHITE TICKETING BUILDINGII - STRIPING, TYP I 25 PITCHER'S CIRCEE,FIELDTURF -WHITE STRIPING. PER MANUFACTURER'S SPECS € I .. - -- 26 PITCHER'S PLATE ffl-lt L�1 E E - ---- l i 27 F#RST BASE 28 SECOND RASE 29 THIRD BASE 3D FIELD TURF- WN1TE STRIPING, FOUL LINE I 31 30' SMALL MESH NET BACKSTOP WITH 4' PADDING Al BASE, PER 3 MANUFACTORER'S SPECS. 3 A0,5 &2 PADDED RPJfING A74' FROM GRACE, INSTALL PER MANUFACTORLR SPECS, i TYP. OF 2 33 PADDED 6'111WI RUN FENCE WI UNIVERSRY GRAPHICS IGRAPHiCS 111011, 1 i 10 TYP 34 SCOREBOARD, INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FODTINGs 35 4'GKAINLINKFENCE 35 4'CKAIRUNK FENCE -GATE I I 3r FO LINE POLE 3F BULLPEN BACKSTOP, PER MANUFACTORER SEEDS 35 BIKL LOCKS 49PLAZACONCRETE 41 PLAZA BOARDER PAVER, PER SPEC I 42 PLAZA P LAS SEE LANDSCAPE - 43 GRAVLL GROUND COVER, TYP, UNDER NEW BLEACHERS 44 BLEACHER ADA RAMP 45 V.LP. VIEWING DECK i- 46 METAL RAILING, PER MANUFACTURER SPECS 47 PLASTIC BLEACHER SEATS, SEE SPEC /MANUFACTURER DRAWINGS 48 PREP ANO GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS I I +I I I Ili r PROPERTY LINE -1173,13` ................ € 10 za Sr0'✓ I IOWA ST. E - PLAN - ENTRY PLAZA q� SCALE 1!&° = t�_o� t24 x as) SCALE: 1!1 V = 1'-0" {11 X 171 66 WATER STREET SUITE 101 ASHLAND, OR 97520 TEL: 541.485.6270 PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE DF q PERMR PLANNING SHEET FORMAT = 24' X36'. O N C � G t:6 � Z Q- LLJ J U- O 'OZ LL O o� REVISIONS ILL KULLJ 7L I L LAN - ENTRY PL a7A ISSUE OATS: 2r M4 SHEET: Ao.3 TN ENLARGED SITE - PLAN - BLEACHERS 1 PRESS BOX SCALE: 116" = 1'-0I (24X36) SCALE: 11113" = 1'-0' (11 X 17) C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL S1TEW ORK INFORMATION, D. WORK IN THE RIGHT OF WAY IS SHOWN FOR REFERENCE ONLY, REFER TO SEPARATE R[GHT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION, E. REFERENCE ELECTRICAL DRAWINGS FOR SITE LIGHTING SCHEDULE. KEYNOTES - SITE PLAN ----(D 1F€LLD TURF, PER MANUFACTURER SPECS, -COLOR I'll "I 2 F€,LDTURF PER MANUFACTURER SPECS.-COLCR: RAND 3 BULLPEN -FILLO TURF, PEk MANUFACTURER SPECs._COLOR: SAND 4 SOD LOGO -FIELD TURF, PER MANUFACTURER SPECS. _COLORS; REB, WHITE. SLACK, SEE AxO- ENLARGED E IELD PLAN 5 NEW AOTHORIZEO ACCESS GRAVEL LOT B PRE -MANUFACTURED BLEACHER SYSTEM. SEF STRUCTURAL FOR FOOTING DETAILS 7ADA RAMP ACCESS FOR BLEACHERS B PRE -MANUFACTURED PRESS BOY, PER CONSULTANT DRAWINGS 9 DECORATIVE WRCLJT4EoN FENCE TO MATCH EXISTING FOOTBALL STADIUM FENCE 10DECORATIVE WROUT-IRON FENCE GATE 1i PHASE 2- FUTURE BATTING CAGE I DRYING RANGE 17 PHASE 2 -FUTURE BALL NET 13 EXISTINGWOODFENCE 14EXI STING CHNNUNKFENCE 15 EA STING GRAVEL EASEMENT 16 GRASS GROUND COVER, TYP. 17EXISTING SIDEWALK EASEMENT IS EXISTING PUBLIC UTILITY EASEMENT 18ALTER GRADING PER CIVIL AND LANDSCAPE DRAWINGS.TYP . PROTECT "is RNG OAK TREE PER LANDSCAPE 21 FIELD TURF- PER MANUFACTORER SPECS. WHITE STR€PING, TYP 22 ON DECK SATTER-PIELO TURF- PER MANUFACTORER SPEC S. WHITE STRIPING. TYP 25 PETCRER'S CIRCLE. FIELD TURF -WHITE STRIP€NG, PER MANUFACTORER'S SPECS 21 PITCHER'S PLATE 27 FIRST BASE 28 SECOND BASE 29 THIRD BASE 30FIELD TURF- WHITE STRIPMG, FOUL LINE S1 30' SMALL MESH NET BACKSTOP MTN 4' PADDING AT BASE. PER MANUFACTORERS SPECS. 32 PADDED RAJUNG AT 4' FROM GRADE, INSTALL PER MANUFACTORER SPECS, Typ. OF 2 33 PADDEDS'HOME RUN FENCE Wl UNIVERSMFY GRAPHICS EGRAPHICS OFOI), TYP 24 SCOREBOARD. INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FOOTINGS 354' CHAINLINK FENCE 35 4'CHMNLINK FENCE -GATE 37FOULLINE POLE 3B BULLPEN BACKSTOP, PER MANUFACTORER SPECS 39 BIKE LOCKS 40 PLAZA CONCRETE 41 PLAZA BOARDER PAVER, PER SPEC 42 PLAZA PLANTER, SEE LANDSCAPE 43 GRAVEL GROUND COVER. TYP. UNDER NEW BLFACHERS 44BLEACHER ADA RAMP 45 V.1 P. VIEWING DECK 46 METAL RAILING, PER MANUFACTURER SPECS 47 PLAST€C BLEACHER SEATS, SEE SPEC (MANUFACTURFR DRAWINGS 48 PREP AND GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS 65 WATER STREET SUITE 101 ASHLAND, OR 97524 TEL: S41Aft820D PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE IS OF A PERMIT PANNING SHEET FDRMAT = 24" X 3B", O N 0) Z) �O ❑ f2I w J y, 7) J Z Q Q I LL Q O Z Ot r� It U) C� V' REVISIONS ENLARGED SITE PLANS -AWAY DUGOUT/ BLEACHERS PROJECT NO,: 23-019 ISSUE DATE: 112324 SHEET: A0.4 GENERAL NOTES -SITE PIA[ A SITE PLAN KEYNOTER APPLY TO SHEET AI 1. B, ARCHITECTURAL REFERENCE ELEVATION CrAy= 1535.W ON SURVEY I AND CIVIL DOCUMENTS. ELEVATION WILL VARY BASED ON RUMLING, I SEE EACH INDIVIDUAL BUIDLING EiEVATIONS FOR REFERLNL LEVEL i 1 � ftl-1535), TN ENLARGED SITE - PLAN - BLEACHERS 1 PRESS BOX SCALE: 116" = 1'-0I (24X36) SCALE: 11113" = 1'-0' (11 X 17) C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL S1TEW ORK INFORMATION, D. WORK IN THE RIGHT OF WAY IS SHOWN FOR REFERENCE ONLY, REFER TO SEPARATE R[GHT OF WAY IMPROVEMENT DRAWINGS FOR INFORMATION, E. REFERENCE ELECTRICAL DRAWINGS FOR SITE LIGHTING SCHEDULE. KEYNOTES - SITE PLAN ----(D 1F€LLD TURF, PER MANUFACTURER SPECS, -COLOR I'll "I 2 F€,LDTURF PER MANUFACTURER SPECS.-COLCR: RAND 3 BULLPEN -FILLO TURF, PEk MANUFACTURER SPECs._COLOR: SAND 4 SOD LOGO -FIELD TURF, PER MANUFACTURER SPECS. _COLORS; REB, WHITE. SLACK, SEE AxO- ENLARGED E IELD PLAN 5 NEW AOTHORIZEO ACCESS GRAVEL LOT B PRE -MANUFACTURED BLEACHER SYSTEM. SEF STRUCTURAL FOR FOOTING DETAILS 7ADA RAMP ACCESS FOR BLEACHERS B PRE -MANUFACTURED PRESS BOY, PER CONSULTANT DRAWINGS 9 DECORATIVE WRCLJT4EoN FENCE TO MATCH EXISTING FOOTBALL STADIUM FENCE 10DECORATIVE WROUT-IRON FENCE GATE 1i PHASE 2- FUTURE BATTING CAGE I DRYING RANGE 17 PHASE 2 -FUTURE BALL NET 13 EXISTINGWOODFENCE 14EXI STING CHNNUNKFENCE 15 EA STING GRAVEL EASEMENT 16 GRASS GROUND COVER, TYP. 17EXISTING SIDEWALK EASEMENT IS EXISTING PUBLIC UTILITY EASEMENT 18ALTER GRADING PER CIVIL AND LANDSCAPE DRAWINGS.TYP . PROTECT "is RNG OAK TREE PER LANDSCAPE 21 FIELD TURF- PER MANUFACTORER SPECS. WHITE STR€PING, TYP 22 ON DECK SATTER-PIELO TURF- PER MANUFACTORER SPEC S. WHITE STRIPING. TYP 25 PETCRER'S CIRCLE. FIELD TURF -WHITE STRIP€NG, PER MANUFACTORER'S SPECS 21 PITCHER'S PLATE 27 FIRST BASE 28 SECOND BASE 29 THIRD BASE 30FIELD TURF- WHITE STRIPMG, FOUL LINE S1 30' SMALL MESH NET BACKSTOP MTN 4' PADDING AT BASE. PER MANUFACTORERS SPECS. 32 PADDED RAJUNG AT 4' FROM GRADE, INSTALL PER MANUFACTORER SPECS, Typ. OF 2 33 PADDEDS'HOME RUN FENCE Wl UNIVERSMFY GRAPHICS EGRAPHICS OFOI), TYP 24 SCOREBOARD. INSTALL PER MANUFACTOER SPECS, SEE STRUCTURAL FOR FOOTINGS 354' CHAINLINK FENCE 35 4'CHMNLINK FENCE -GATE 37FOULLINE POLE 3B BULLPEN BACKSTOP, PER MANUFACTORER SPECS 39 BIKE LOCKS 40 PLAZA CONCRETE 41 PLAZA BOARDER PAVER, PER SPEC 42 PLAZA PLANTER, SEE LANDSCAPE 43 GRAVEL GROUND COVER. TYP. UNDER NEW BLFACHERS 44BLEACHER ADA RAMP 45 V.1 P. VIEWING DECK 46 METAL RAILING, PER MANUFACTURER SPECS 47 PLAST€C BLEACHER SEATS, SEE SPEC (MANUFACTURFR DRAWINGS 48 PREP AND GRADE FOR NEW TREE, PER LANDSCAPE DRAWINGS 65 WATER STREET SUITE 101 ASHLAND, OR 97524 TEL: S41Aft820D PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE IS OF A PERMIT PANNING SHEET FDRMAT = 24" X 3B", O N 0) Z) �O ❑ f2I w J y, 7) J Z Q Q I LL Q O Z Ot r� It U) C� V' REVISIONS ENLARGED SITE PLANS -AWAY DUGOUT/ BLEACHERS PROJECT NO,: 23-019 ISSUE DATE: 112324 SHEET: A0.4 EXT. ELEVATION - CONCESSIONS - NORTH EXT. ELEVATION - CONCESSIONS - EAST L SCALE: 114" = 1'-D^ (24 X36) 2 SCALE: 114" - 1'-0" (24 X 35) E SCALE: 118" = 1'-0" (11 X 17) - SCALE: 118' = 1'-(Y (11 X 17) EXT. ELEVATION - CONCESSIONS - WEST(4) SCALE: 114 = 1"'. (24 X 36) `�' SCALE: 118" = 1'-0' {11 X 17) - CONCESSIONS - SOUTH SCALE: 114" = 1'-6" (24 X 35) SCALE: 118" = 1'-0" {11 X 17) GENERAL NOTES - EXT ELEVATIONS A ELEVATIONK£YNOESAPPLYTD SHEETS A33C-A4.4D-A5.4R ALL KEYNOTES MAY N07 OCCUR ON THIS SHLETAND DO NOTAPPLY TO ANY OTHER SHEETS FXCEPT THOSE NOTED, H- SEE ALI FORWALL ASSEMBLIES C. GRIOSARE FOR REFERENCE ONLY, CONTRACTORTO SET CONTROL POINTS FOR LAYOUT. KEYNOTES - EXTERIOR ELEVATIONS --Q 7 LIGHT GREY- SMOOTH FACE CONCRETE KASCNRY UNIT. TYP 2 1 X8 FASC3A PLATE -GREY 3 METAL CANOPY 4 STAINLESS STEEL SERVICE COUNTER 5 THREE PANEL -OPERABLE -VINYL SERVICE WINDOW 5 STEEL HANGER SUPPORT WITH BOLT ATTACHMENT 7Z€NC.ALUMINIUM STANDING SEAM METAL ROOF, TYP, 8 C STEEL GUTTER 9 3' DIAMETER STEEL DOWNSPOUT 10 TWO PANEL OPERABLE- VINYL SERVICE WINDOW 12 GLULAMINATED BEAM, SEE STRUCTURAL 14STEEL POST, SEE STRUCTURAL 15METAL RAIL] G 18 WALL MOUNTED DRINKING FOUNTAIN AND BOTTLE FILLER 1712' PLYWOOD CURSES 18NICHIHA PANEL SIDING, SEE SPEC, TYP. 19 CAST IN PLACE CONCRETE STAIRS 65 WATER STREET SUITE 191 ASHLANO. OR 97520 TEL: 591.485.8200 PRELIMINARY THESE DRAWINGS SHALL NOT BE USED FOR: CONSTRUCTION BIDDING RECORDATION CONVEYANCE ISSUANCE OF A PERMIT DESIGN COORDINATION SHEET FORMAT = 24'X 35'. O N L1J n rn Elf © [Y 17 U) z —' z Q J LL O O zF (Ii w C i1J Qv REVISIONS CONCESSIONS TICKETING - EXTERIOR ELEVATIONS PROJECT NO.: 23-019 ISSUE DATE: 315724 SHEET: A3.3C EXT. ELEVATION - HOME DUGOUT - NORTH EXT. ELEVATION - HOME DUGOUT - EAST SCALE: 114" = 1'-0" (24 X 36) SCALE: 114" = 1'-0" (24X38) SCALP: ,&'= 1' U (11 X17) SCALE: EXT. ELEVATION - HOME DUGOUT - WEST A EXT, ELEVATION - HOME DUGOUT - SOUTH 3 SCALE: 114° = 1'-0" (24X38) 4 SCALE: 1!4" = 1'-0" (24 X 3S) SCALE: 116" - 1'-0" 111 X 17) SCALE: 118" = 1' -fl" (11 X 17) I EXT. ELEVATION - AWAY - NORTH 6 SCALE: 114::=l' -O' (24Y,36) SCALP: 1!&" = 1'-0" (11 X 17) EXT. ELEVATION - AWAY - WEST SCALE: 114" = 1'-0" (24 X 38) a SCALE: 1!e" = 1'-a (11 X 17) EXT. ELEVATION - AWAY - EAST SCALE: 114° = 1'-0" (24 X 38) 5SCALE: 118" = 1' -Lr (11 X 17) EXT. ELEVATION - AWAY -SOUTH 7 SCALE: 114"=1`-0" (24X38) f SCALE: 118"= 1'-0" (11 X 17) GENERAL NOTES - EXT ELEVATIONS A ELEVATION KEYNOTES APPLY TO SHEETS A3.3C-A4.4D-ASAR ALL KEYNOTES MAY No) OCCUR ON THIS SHEET AND Do NoTAPPLY To ANY OTHER SHEETS EXCEPT THOSE NOTED. B. SEE A].I FOR WALL ASSEMBLIES C, GRIDS ARE FOR REFERENCE ONLY, CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. 88 WATER STREET SUITE JD3 ASHLAND, OR 97520 TFL: 541.466,82110 PRELIMINARY KEYNOTES- EXTERIOR ELEVATIONS --fl THESE DRAWINGS SHALL SHEET FORMAT = 24"X 33". 0 SV if7 F j � 2 [ Z Q 1 Q A co W Il O Q O ZI.- �Z: w O � o� REVISIONS HOME &AWAY DUGOUT/ TRAINING - EXTERIOR PROIECTNO._ 2MIS ISSUEDATE: 31x'24 SHEET: A4.4D NOT BE USED FOR: CONSTRUCTION 1 LIGHT GREY -SMOOTH FACE CONCRETE MASONRY UNIT, TYP BIDDING 2 1 X 8 FASCIA PLATE - GREY RECORDATION 3 METAL CANOPY CONVEYANCE 4 STAINLESS STEEL SERVICE COUNTER ISSUANCE OF A PERMIT 5 THREE PANEL - OPERABLE -VINYL SERVICE WINDOW 5 STEEL HANGER SUPPORT WITHSOLTATTACHMENT SIGN DESIGN 7 ZINC -ALUMINIUM STANDING SEAM METAL ROCS TYP. ON COORDINATION 8 4' STEEL GUTTER 9 3 -DIAMETER STEEL DOWNSPOUT 36 TWO PANEL OPERA9LE- VINYL SERVICE WINDOW i2 GLULAMINATED BEAM. SEE STRUCTURAL 14 STEEL POST, SEE STRUCTURAL 15 METAL RAILING 16WALLMOUNTED DR}NWNC FOUNTAIN AND BOTTLE HLLER 17 SR' PLYWOOD CUBBIES 18NICHIHA PANEL SIDING, SEE SPEC, TYP. 19 CAST PLACE CONCRETE STAIRS SHEET FORMAT = 24"X 33". 0 SV if7 F j � 2 [ Z Q 1 Q A co W Il O Q O ZI.- �Z: w O � o� REVISIONS HOME &AWAY DUGOUT/ TRAINING - EXTERIOR PROIECTNO._ 2MIS ISSUEDATE: 31x'24 SHEET: A4.4D EXT. ELEVATION - REST. / STOR. - NORT SCALE: 114" = 1'-(Y` (24 X SCALE: 118" = 1'-0" (11X EXT. ELEVATION - REST. 1 STOR. - WEST SCALE: 114" = 1'-0" (24 X 36) 4 SCALE: 115" = 1'-U" (11 X 17) f 1 EXT. ELEVATION - REST.1 STOR. - EAST SCALE: 114" = 1'-0" (24 X 36) SCALE: 11B° = T -U" (11 X 17) EXT. ELEVATION - REST. 1 STOR. - SOUTH SCALE: 114" = 1'-0" (24X38} SCALE: 118" = 1'-0" (11 X 17} GENERAL NOTES - EXT ELEVATIONS A ELEVATIOJKEYNOTESAPPI-YTOSHEETSA3.5C-A4.4D-A5.4R ALL KEYNOTES MAY NOT OCCUR ON THIB SHEET AND DO NOT APPLY TO ANY OTHER SNEETS EXCEPT THOSE NOTED, & SEE AI.I FORWALLASSEMBLIES C. GRIUSARE FO R REFERENCE ONLY, CONTRACTOR TO SETCONTROL POINTS FOR LAYOUT. KEYNOTES - EXTERIOR ELEVATIONS -0 1 0 X BLACK- SMOOTH FACE CONCRETE M4SONHYUN€T, TYP 2 1 X S FASCIA PiATE -GREY 9 METAL CANOPY 4 STAINLESS STEEL SERVICE COUNTER 5 THREE PANEL- OPERABLE -VINYL SERVICE WINDOW 'STEEL HANGER SUPPORT WITH BOLTATFACHMENT 7 ZINC -ALUMINIUM STANDING SEAM METAL ROOF, TYP. 8 4" STEEL GUTTER 9X ORAMETER STEEL DOWNSPOUT In TWO PANELOPERABLE-VINYL SERVICE WINDOW 11 DECORATIVE IRON F£NCEANDGATE-BLOCK 12GLUtAMINATEO BEAM, SEE STRUCTURAL 13 STEELgEAM 8UCKET, SEE STRUCTURAL 14 STEEL POST, SEE STRUCTURAL 15 METAL RARING 19 WALL MOUNTED DRINKING FOUNTAIN AND BOTTLE EILLER 56 WATER STREET SUITE 101 ASHLAND, OR 97520 TEL: 541.49B.S2W PRELIMINARY THESE DRAWINGS SHALL NOT BE USED POR: CONSTRUCTSON BIDDING RECORDATION CONVEYANCE ISSUANCE Of A PERMIT PLANNING SHEET FORMAT =24"X 38. C? 04 n O Q Lu Z (j Z J J Q z Q (D LL O O zF u2 w D� O o� c REVISIONS htbIHUUMS STOR, - EXTERIOR ELEVATIONS PROJECT NO,; 23019 ISSUE DATE: 2123!24 SHEET: MAR EXT. ELEVATION - ENTRY GATE SCALE: 114" = 1'-0" (24X36) SCALE: 2!8" = 1'-U" (71 X 17) 2'-T „ ( „ 2'-0 w4' „ 2,-Z , 9'-5 ST KEYNOTES - SITE DETAILS Q 1 NOME PLATE (OFOI) 2 HATTERS BOX $ TURF FIELD STRIPING - WHITE. TYP. 4 CATCHER'S BOX 5 FIELD TURF. PER MANUFACTURER SPECS, COLOR: GREEN 8 FIELD TURF. PER MANUFACTURER SPECS, COLOR: V"TE 7 FkELO TURF. PER MANUFACTURER SPECS, COLOR: BLACK 8 FIELD TURF. PER MANUFACTURER SPECS, COLOR: RED g C�OREO6RICKSiCMu-TRP 10CONCRETE MASONRY CA' -WITS 11 STEEL SIGN POST, PER STRUCTURAL. BLACK 12 BRUSHED ALUMINIUM LETTERING 88 WATER STREET SulrE tut ASHLAND. OR 97520 TEL: 591.492.8200 PREUMINARY THESE DRAWINGS SNAIL NOT BE USED FOR: CON57RUCTION 91DDING RECORDATION CONVEYANCE ISSUANCE OF A PERMIT 100% CD SHEET FORMAT = 24' X 3H', O N Lt7 (~ >- fy Y) O tY Q Z Z Z Q 0Lu� L oQ Z: ua o SITE DETAILS PR03ECT NO.: 23019 k55VF 0ATE. 31i:P24 SHEET: A0.6 CALL BEFORE YOU DIG 1-800-332-2344 4B HOURS REFORM SEORMENG EKOLVAMON OREGON LAW NEW RES YOU TO FOLLOW RFAE5 A WPFEO BY THE OREGON UTR.1 W WOMRtATION CENTER. 21iOSE RALES ARE SET FORTH IN OAR 952-0DS-0OFO IHHOEIGHOAft 9520014 , YOUMAY OBTAINCOPIES OF TFff RUFFS OYCAU3146THE CEITIER AT 50}332.5961. O3 'CM113ROH' BURPED OR OVER URtR.0OTitFACTORTq pgTygLETq VER1F1'NORI2EOMAL SVERFECAI L.CA11614 PHLORTO CON5MUCRON. NO11FT ENGINEER IF CONFECT EXISTS. zO PROTECT TTMIh PLACE, AS NOTED. ADJUST GRADE IF NECESSARY. 3O SAWCUT AND REMOVE ASPHALT &CONCRETE TO CUT UNE 54ND, HAL JaNT FOR A WOOTH O CONSTRUCT GRAVEL PARKING L OF. PER SITAR I, SHELF 0.01. O COHSTAU HILL: F. SEE ARCHITTMEAL PLANS FOR DETAILS. O OCNSTRDCEDEC.RATNEGATE. SEE ARCHSIECT.RAL PLANS FOSOnAH.S. lO COIISTRUCT ADA COMPLAM RAMP AND STAIRS, O CONTRACTOR TD DEMO U-FEEIA SEE AREHTECTDRAI PLAN FOR DETAILS. OmxsTRu[iNBF MICRON. sfEAn[xnECTUPAL PIANs FOR DETAILS. 10 INSTALL PRE FABRICATED BLEACHER SYSTEM. SEE STRu[4uR PuwS FOR DET Ls, 11 CONSTRUCT SOMAN BACKSTOP. SEE ARCHRECTURAL PIANS FOR DETAILS. xOi 6BADE AREA AROUND CATCH BALM @2.0G SLOPE. I, Q CONSTRUCT CONCRETE PAWNG SECTFON. Fin bfEML 2, SHEET- 1. O INSTMI BOLTED DOWN BIKE BALK O CUNiRACTOR TO INSTALL SCORE BOARD. SEE ARCHIIECRIRAL PIANS MR DETAILS. F6 CONiAAROR TO INSTALL BRICK PAVEI6 PER DETAIL 3, SHELF C3.0I. COLOR AND 59E TO BE OEIERMINED eY OWNER AT LATER DATE. t] CONSTRUCTA3'A3'ENERGYMZPATIONPA ., MEPRNEOROCK(IW r-Rl. NIR GRTQ POTHOLE AND VERTEY VERTICAL LOCATION OE E3£CTRICUNE. MORUNATEWITH � POWER[OMPANY If CONFLICT EXISTS. SEE FLFCIRICILL PLANS F.A DETAILS. O iNSTMLCONSRIVCTAN ENTRANCE YEP 0004 OEYaNSkEET RD3DOD5xEET. E[7 O lHSF0.1L SEDIMENFPEN[E PEA 0004 STb 0Wc nglwE], sxFEFEc] O INSTALL INLETPROIECRON (LYPE 4) INDFILTER BAG5 PER DDDTSTD OW G RD10E5, SHEET ECR O iNSTAILCONCPET£TRUCK WASU OMPERODOTSTn.gWG, RUIR10,SHEETEC7 CONSTRUCTION DEMOLITION NOTE: ANY E%151ING ASPHALT, CURS, d Gl1TFEA ENCONEMOT Wf3HCONslRL1cHONPLAN TO OEMOLISMO 0.Fltl RELAYED_ E%IRTFNO BURIEp UUUTIES IN cOPa3JCTM4TH PL4NT0BEREMOVED ANbkECONh1ECTEb as REquIRED,E%ISHNO PIP€NC ANO CONMIATS TOO K REMWEO GENERAL NOTES 1. ALL WOBKAND MA- SHALL CONFORM TO THE APWAYCOOT STANDARD SPEOREATIGNS FOR CONSTRUCTION 4CURRENE ECKTONI, UhHE gTxFRwISE COWERD RYTHE OREGON PLUMBING SPECIALTY COOT,THE SPEEff€C4TIONS WRITTEN FOR THIS PROJECT OR THE STANDARDS oFAs111xRD, DRECOH. 2. MLREFEREN[EYO EnGINFER MFaRs: MnnquEss$ASSo[I0.TE5,iNC, 40NSUEHNG FNGNYE£R5, 1320 RANEJAEKSON STREET, P.O. ROK OD. MflJFPRDOREGON 97503, TELLPI{ONE )541) ]R-]115, FPX {Sd])1]D-0D]9. 3. APPROVED PIANS AND SPECII-ill I.An BE AVAHABTEATSFTE OF WNSTRU[110N AT AIL TIMES DURING C NESTFUETIOH. 4. THE CONTNACTOR 5HALL CAU FOR ITMIIY LOCATESS(1100-332-2344) A MMMUM OF 49 HOURS PRIOR TO BEGINNVIG [ONStAOCTorv. 5. EVERY REMORMU EFFOkTHAseEEUMAOETO LocATFTHFExLmnGu[FMD on THE PIANS, U.N. GUARANTEE IS MADE AST. TNECOMPLFfFNFSSOR A[CVRa[v DFTxFt TWHs_sHau eElkE[aN1PACTORS RESPONSfB1LFiY TO LOGT£ANOPRDhlT THESE ANOOFBER FXESnNG ImuREsaND sLRUCTURE53NTHFfn[D THF W NTRACTOH STALL POT}l.lf IXiSHNG UR3TTE5 ANO NOT]FYTHE ENGINEER Of AHV CONHILTS Pmm�tO ANYTRFnCHENG ACnVfn6. 6, THE C.NTAR.R SHMIADIUST 0.11MM1NHIXES,[LEAI3CM5, METER BOfUS MOVEOTEIROUGx mF$TRu(HON,ANDALLO715ER APPURTENANEESTDFINISHEDGRADE.PATCHINGAROONOAIIAPPURITNMIMiNSIBE SHALTREW"MP"LTICPAVEMENT MATERIAL 7, THECOMRMCTORSIIM2MMUTAINEXISHNGSTREMMDREPMRIPD WGEDATHOADENTONALCOST. R. CATCH BASINS SHALT HAVF A24' -P UNLE55PTHERWISE SHPWH.ALIGRATE55HALL BE TRAFF{C RATED. 9. STORM DRAIN P{PE SNAtI RE PVC PIPE CONFOkMIHGTO ASPM D3D34, OCTADS lii2 plPFmMORMINC TP ASPM F2B48, UHlFSS OTHERWISE NOTED ON PIANS OR SPEtlFICAitONs. 10. ALL STORM DRAIN PIPESSHALL IfAVE WATER-TIGMPoEHTS. PVCANNPOLYPROYIIFNE PIPE1-sxa mmFORMTOASTM CH232 jTESFARIE JOINTS). PflEMANVFn[3uBFOTFEssxA4 BE USED FUR LATERAIS CONNECUNGTO NEW STORM DRAINISANDARYSEW ER MAINS. 13. CAPAILENOSOESTUBBEDOMSTORMPWIF. 12. SEESTRUCTUMLMAWUGSFORPERIMETERFO 14GDMWREQUIREMEWS. 33. HANDTRENCH NEXTTOTREE RPOTZONES. SEE WEEPA.IECROHPLAN. 14. USE MANUFACTURED COUI-S TOATFACHTO EXISTING STORM ORAIN PIPE. 15. SAMFARYSEWER LATERALS, STORM ROOF DRAINS OUYSEDETHE STRFEERISHTOF WAY, AND ENDEVIquM WATERSERVICES BEIIINDiHE WATER MEFER SHALL RE CONSTRUCTED IN [OHFORMANCE WITH OT-FRENTEILMON OFTHEOMSON PLUMBING SKC14W CODE. Ib. SAND0.RYSEWFR NPESHALL BF EVC[ONFORMNFGTO lOA5TM 530]9 UHIE55 OttEERWISE NOTED Ox Pvxs oR SPKEFICAHgNS 17. M/VMMN IR'YERHC4l C1FANINCE BFIWE[N WATER AHD SANEFPRY SEWER WHERE POSSIBLE. 1R. USE SUMAC[WPLEBS On ApPROvEP FUUNAEMTO CoNNECTTO EKST{HG SEWER PIPES. B. MI WORKONGPAVTTY STORM DAMN AhGSAHTAxY SEWER SYSTEMS SHAHL BEGIRATTHE LOWEST POINT. DO NOT LEAVE DUE SF-DFTHESYSTEM AND RESTAMAT A HIGHER PUNT. CAPPLUG SANRARYSEWER DAILY DURING EONSTRVCTION. 20. 9UITUNG PEIN4D3 ARE REquMED PRIOR lO CONSTRUCTOR aF PRWAIE STORM BRAIN, SANITARY SEWER, ANO WATER UNES. 21. MLGIVEN PIPE LENGTHS ANOSLCPESARf EktlM ttMER DF srnu[FURFTo �RTFR OF SIxucnlRE. 72. ALLTHENCN BAC%FIEISNAil C.NF➢RMTD-STANDARDS AND Of PER STANDARODRAWING Rb3OD. 13. PFACEMEMPR STORAGE OF 5MR5 FROM THE EXCAVATION OF UTUTES OR SEWER UNETRENO4FS 15 HOT PERMITTED W HAnO WRFACE ME EW WNlflliMBUCRICM-OF-WAY.SPWLSSTOREDINOTHERRMWM-WAYARFASSHALLBECOVEIIEDTOMEVEM 24. ALL[ONCRFTESM11 BE3G0D PSE AT 7R OAY5 uN1ESS PTNFRWISE SPE[IElEO. 25. THE CONTRACTOR SHALL BE RESPPNSEBLE FOR[OORURAUDNWNHTNEVARIPUS UTRItt COMPANNS REGARD€NG IN5FAUJUDON PEOIikREMENI3 Kon THBR FACIUTEs. 26. THE[ONiPACFORSNAUSUBMRATRAFFICCOMMOLPEAHAHDSECUREAVPWVALOP1 EF NFflOMTH MPWPRMTEAGENLYAT LFAST RK {51 WORNING DAYS pRIORTO STAATiNG WORK, 17. THE EONTRACTOR SHALL NOTPERMKFA WORN M ROUT AGENCY INSPFCDDRSWxfRE INSPECTFPNS ARE BROWER BY THE APPIIOVING AGENCY. 28. REQUESTS BY THE COMPACTOR FOR CHANGESTOTHE PLANS MUST RE APPROVED BYTHE CONSOLE- FUiSISER MUTT -H_ - ENGINEER REF.RE CHANGES ARE IMPUMENTEO. 2 CCORDIRG TO OP5203.155, ANY SURVEY MONUMEMS DISTTRBED OR DESTROYED WRING CONSEBOCTWN ACIIVTIES MUST BE REPLACED BY MENSFO SURVEYOR AS COWMION OF PROJECT 3D. THE WHURAam SHALL RE -PONS -FUR ALL -MOS 5TA%ING AND LAYOUT FOR PROTECT. 31. VERTICAL DATUM: NAVIIRR 32. RA515 OF BEARING: OREGON STATE PIAN, SOUTH ZONE 3602 30 15 0 30 SO SCALE: 1" = 30, 4111.1:1: kyjF_111Lai k!I : 66 WATER STREET SUITE 104 ASHLAND. OR 97520 TEL: 541 A8ES.8200 1 RENEWS JUNE 30, 2025 5W Oma; qNR W2d-4004 112OEDSLJ3ERsaz Pp Nw4sp Fhdr.d, OR ma P_541-7724135 0 CN Lo (y r 0 ❑ W r Z z Q .. I u) la� 71 LL O o , r�rRR V O/�L/ O Y.P f REV€SIONS AC MPxALTsuBFA[E N INVERTELEVA-hi ARV MRRREASE VALVE EF uUEAR FEET BS BOTTOM OF STEPS MITI MANHOLE BW ROTTOAI OF WALT OHP OVERHEADPOWEn CD CATV -Dp PP P.W.MUI GRADING CLT CON[RETESUI ACF sD STORM DRAIN [O X11 OUT ss l-ffARYSEWFR [I EURBINIET SVJK SIOEWALIL IX OnsrNG TC TOPOFCURs PROJECT NO, 24-W15 FFE Fil- FLOOR FIEVATN)N TOG TOP OF GRATE IssUEOATE: 2024-03-19 Fx FIRE HAU`AM TS TOP OF STEPS SHEET: EL FLOW DNF TW TOP OF WALL EO HSEN.PTC W WATER UNE FS FINRx SURFACE WM WATER METER NOTE: 1. ADD i9W V TO ALL ELEVATIONS MGET TRUE ELFVATUO45. -- 55 CALL BEFORE YOU DIG 1-800-332--2344 4B HOURS BiErOR6 BCGIITHRTC MCAVAAuH OREGON LAW TIEQUREG YEUTO FOLLOW R x ce ADOPTED BY THE OREGON ETHLITY NEnFIGAF30N CENTER. TEASE RIAEG ME BET FORTH IN OAR 952A01-W10THRCLTGH CMM2-CKX 0. raV MAr OBTAW COPIES OF TLIE RULES BY CASIINQ THE DENTEN AT5B32VAW7. 3, ALL STORM DRAIN SHALL HAVE WATER-TIGHTJCIN1s AND FITTINGS. 4. CAP ALL ENDS OF STUPBEO CUT STORM PIPE. CONSTRUCTION DEMOLITION NOTE: ANY EXLSTINGASPHALT, CURH, &GUTTER IN CONFUCT WITH CONSTRUCTION PLAN TO BE DEMOLISHED AND REMOVED. EXISTING BURIED UT€LFNES IN CONFLICT WITH PLANTO BE RELOcATEDANO RECONNECTEDAS REQUIRED, EXISTING FINNGAND CONDUITSTO BE REMOVED. CONSTRUCUON NOTES: 1 'CAUTION'BURIEDOR UVERHFAO UTEL[FY. COPNnAU0 T9P9i MFTP VERIFY NoglZPffTa!&vfxncnL bion PRIOR TO COHSTRUCDON, NOTIFY EHGINEER ff CONFLICFERL5T5, �2 PATEUPEM EN PIACF, AS NGTEG,aWusT;O GaaOE as rvF[Eswrc. OCONSTRUCTG'PVCSANITARY SEWERUNE, SEEM I. IYUN.TRENCH PER COOT STD DWG RWW, SHEETQ,02, OCONYRUCTSTANDMD CATCH BASIN PER DETAIL 2, SHEET C3AE. OCONSPLUCT4"w[sTDaM DRWn uNF, SLOPE@O.s%MIN.IREN[H trER wOT 5YO DWG Rb300, SHFFF GIA2. Opns}RUUSTanOanO UTaT1YOEAN-wFT IFR DETAIL 1, sHEEre=auz OCENGBIUCTG"PVCSTORMBPAJNUNE, SLOPE00.516MLN, TRENCHPEAEDOTSTODWGA03W SII£EC4. OCONTRACTORTODEMOE%ISTIMMM, SEEARCHRECiURATPEANFOAOCTAILS. OFONCH PER -P YTD IRONCuss sz waTEaLINF. MaUUAm 3E"IMIN.}[OYER.CONNECT Ta ENNiiNG WATERIiNE. TRErv[H p[q GOUTsIO pwG ftO3OO, SxFEi [¢. OCUT- Ts"PYC Ia JOT -"NF. MAINTAIN AP(MINI. COVER. TRENCH PER ODQTS DWG R03W,SHEETC4. 11 CCNSTRUCT4" PJC SANrtARYSEWERENIE, 511CPE@ 1.C%MIN, TRENCH PER ODOT STP DWG R03W.5HEETC3PZ. CONNELTTO BUILDING AND CONVE'2PA PEN PEUMYRW PLAN. OC9NGR1l1CT5TANDARO DITCH INLETYAT OUR.ETCONLROL 6THUClLkiE. PER C£-TIVL 4. EHE£TG2.02. 13 CONSTRUCTWATER QUAUTY SWALE PER DETARS. SHEET 3.U2, 14 mnsTRUUT5"PYCIRR[GATmN3TN€MAtMAfN TB"IM+Nj. COVEa. TREMLI3 PEAOWTSTU DWG AD3IXL SHEET C4. 13 [ONTMCTOA FO[NSTALL PRE1SWiF REWCFRY0.lYf RCCORPHtGTO IOCaL STANOARPs, GENERAL NOTES x, ati sV9RK awD MgTE1RaL5 sxai[vnwRMTOTiiF APiVAf9a0tsTANDARDSPFOFifATtONi FOR 00NSTRULnON ILNRRENT EINUON}, UwLEss�HFRWISF COYFREDeYT3eE OREGOry P W MaWG ivE[IALTYCODF, TIEE 5PELIHUIIOHS W RHYEN FOO TI5 PROf[CT ORTHE siaNGWros OE psxwnO, GaFGpw. z. AILREEERENCFTa ENGINEEa MEAN5:MARQUESS&ASSOCEATFT,INL, CONSLIETONG ENGINEF.R5, 1120 FASTlAGK50N STREET, P.0.80% 9aO, MEPFGaO ORFCGN eTSP1,TEIEPxONF Isail Ysz-ziTS, fA%(54SI7z9.4U25. 3. AVPaDVFD vIANS AIPo SPECIFI[ATioN55EFAiL OE AVdIIABlEAT 533E Of CONSTRUCTION AT ALLnME50DRIHG TAN51[1UCTION. 4. TxFcpxmAUORSNALLULLEDR UUIiiV LOWTES I18Do--332.2344}AMINIMUM OF 4RHWR5 PPoORTO BEfdNNENG [ONSTRUCUON. 5. EVERY REASONABLE EFFORT HAS BEEN MAOCT0 LO TETHE EK€SiiNG URHRE59NT£PLANS, BUThb GUARANTEE €S HABEAS TO THE COMPLETENESS OR ACCURACY OFTNE LOCAll"S. WSHAR BETE CB CFORS R-FISIRIEDYTOLOCATEANB PROTECT THESE AND OTHER E GSTNG UTMERE5 AHDSTVETURES INTUEEIELD. RIE CONTRACTOR SHAM POTIICE E%ISUNG UIILURISAND NOTIFYTHE ENGINEERDFAHY CCNMM PREDRTO ANYTRENCHINGACTVRLPS. B. TECONIINCTPR SI3ALLABIUSTAll MANIIULES, CLEANOUTS. METER BP:IE5 M94EPTRDUGk CGEISTItucHGN.4NPRLL9THEP RPWIAIENAHCEST9 HHSSREP GPAPE. PATCxIHGARpuND t4LavPuglEwaN[Fs Iw sTRE€fs sxaLL RE WITH ASPNALnC PAVEMENT MATERIAL. z. THFCPLTnIn[TORSNALLMAiNTNN EKiSRNG STflEETS ANO REPNA IF DAMAGED ATNOABCfl1ONAl LOST. S. CATCHBASINS SHAH HAVE A24"5UMPPNLESSOTNERWISESHOWN.AI GMT HAMBETRAFFICAATED. S. STOPM DRNH PEPE SISALL Bf PVC PEPE[ONFORMINGTP ASR.ID-iR34. oR AOS H-)1p{pE CpwEopMlNG io gsTryl FIEa8. UNLEss OTHERWISE NOTED ON PLANS OR SPEC44CAHONS. 1 _ ALLsiugErt onwN Vlv�s SxgLtxgYE wAnxiiGkcF 191N15. PVC ANb POIYPRbPYiFNE WPE 301NTS SHALL LOitF9AM TO ASTM U32i2 0 TTESTA81E W1NR]. FRE-MANUFACNR®TEE55HAU BE USED FOR LATERALS CONNELMNG TO HEW STORM DR41N/sANDARY SEWER MAENS. 1F. CAP RIA ENBS PFsmaBFO OUTs�PRM PIP€ lz, sEESTNUC01Rat oRAVNNGS EOR PFRIMFTER EDOnkG bAAIh nEOVIREMENTS. 11 Hd DTRENCHNE%FTO UROOTZONf3.METAEEPROSECTONPIAN. 14. USE M0.N'JFACTURFD[WPIERT RTT0.CH TP E%ISliNc s;9RM PAIN PEPE. 15, WATER £NENAU Ui iONs ROOFPwws 9uESIOFTHFSTRFET R[GHCOE WaY, ANO INDIYIITUALWATFnsENRECFs ALVF '. WATHI METER 5ryR11.8E{pNSTRUCIEO IN mxFGRMaxLEY,NTx THFCURRFxT FOINON aFTF OREGON PLUM&NG 5PE9ALri LOGE. 1B. s NTTMV 5EWER PIPE SHAURE PVL CONFORMINGTOTOASIM 63034 UNLESS BTHERWLSE NOTED ON PLWSOR SPECIFIGAONS 17. MAINTAIN IR'VERTICAL CLEARANCE BETWEENWATER AND SANITARYSEWER WHERE PGSSME. 1R, U5E ROMAC CWHEAS OR APPROVED EQUWA.ENTTO CONNEUTO EXLSTA4G SEWER PPPS, 19. wGRKONGRAYTry small u -N ANDSANRMY SM" SYSTEMS SHALL BEGIN ATTNE LOWESTPOENT. OO NOT LEAVE OUT SEC IONS OF114E5Y5TEM AND RESTARTATA HIGHER POINT. CAPfPEUG SANITARYSEWFR GAILY URMNG CON5TAs3UlON. 2F1. BUILDING PERMITS ARE REQUIRED PRIM TOCONSTHUCHON OF PRIVATE SRTRM DRAIN,SaNPaaYSEWEa, ANDWATER UNEs, Yl. X-- PIPE IEwGITTs-TRIPS ARE FROM CENTER OF 51RUL1UPETb CENTER OF STRUCTURE. 12. AIL TRENCA RACRILSHALL CONFORM, TD OWTSTANDAROS AND BE PERSTANDARE DRAWING R03W, 23, FIACEMGYTORSTORAGEOFSPITH FROM TILE EXCAVATION OF UULNIES ORSEWEA LINE TRENCHE5 KNOT PEPMETTEO ON HARD 5JRFACESTRUTSWIPUN PUBLIC RIGHT-OFWAY. SPOEL55TORFD IN GT ER RIGHT- OF WAY AREAYSHAU BE Cp FOTO PREVENT ER05bN. 24. ALICONCRETEYHAIL BE 3cW P51 Alza OAYs uNLEss 9TmWR5E SPFUEfED. zs. TE mNTRACYOR SHAD BE PBN5 WE FOR COORMNADON WITH THE VAR- UTRBY COMPANIES REGARDING ENSTAUATION REO AREMFNTS FOR THBR FACIGIVIS, 26. THECOHTRACTOR SHA11SUBMBATRARICCONiiIEL PWJANESECPREAPPROYALOFTH£ PIAN 1--E--AGENCY AT LFAsT FORE R) WoPIKINO DAYS PRIOR TO SIMTN4G WORK. 27. THECGNTRACTOR SHALE NOT PERFORM WORK WITND-AGMCY INSPECRONS WHERE INSP-DO115 NTE REQUERED BY THE APPRUJING AGENCY. 28. REQUESTS BYTECONNGEARE R RAELEAIIGPSTO TIif PUlF15 MUST Bf APPR9YE0 RYTHECOHsuLTING ENGINEER ANPTHEAGENCTS ENGINEER BEFORE CHANGES AAE3MPLEMENPEB. 29. gccgqOENC TOOAs20U,Lss,AN, "PVEYMrnYUMEwTS OTsillaRFDOa DEsiROYFO DUPoNG CONSTa "N A-V "MUST aE REPLACED BY UCEN5EP SURVEYOR AT CUMP-BON OF PROTECT. 30. THE CON TRACTOR SHALL IN! RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND LAYOUT FOR PAQDEC 31. VEATIILCATUM:NAVBBB 32. BASIS OF BEARRIG: OREGON STATE PIAN. 50UTx ZONE 3-2 ABBREVIATIONS 30 15 U 3D 60 SCALE: 1" = 30' AND, OR 1 544.4OR_POOR 'J 7205RPE 'REL[MINAR` i OREGONa �°s 9'�cri �TscoTt GU RENEWS: 3UNE 30, 2025 mP'-Tw 14'o. 1120 FaKlJad- PO W ALIQ BtMW. OR, 47501 P: 78541--7115 CT CV 1` r rn r 0 O © W az J a¢ J Q W co Ix z ILL O 2 U) W r„ �© O U) U) A REVlSEOHS Al A5PHALT5U8FRCE IE INVEATELEVAPON ANY a1RRELEASEVAWE LF UNEARFEET AS BOTTOM OFSTEPS MH MANHOLE BW BOTTOM DFWAEL DAP OVEIVIS DPOWER CB CATCH BASIN PP POWER POLE LU CGNCBMSMFACE sD STORM IT m GRADING LO CLFANOW 55 SANIEMYSEWEN AND CE CJRBINLET SINK SICEWALK UTILITIES 5] UTILITIES EX FRISPNG TC TOP OF CUflB EEE UNGx FLOOR E[EVA1bN TOG mP OP GRATE PROJECT NO.: 24-1055 T BRE Hs'OPAHT TS MPOFSTEES EL ROW UNE TW TO -WALL ISSUE DATE: 20240319 SHEET- PO DDENOPUC W WATERLINE Es EN1GxsUREACE WM WA RM- Hun. T. apn T9Wb'm A1LFIEVAnGNsm GFTTRUE FLEVA OMs. V `ao ■ OF 3!4'U CRUSHED RD COMPACT TO 95%RELATIVE COMPACTION PER ASTM 0898. i8"oF 4'-0 NTo B FROGS CUM I. 1ONT08E PflUOFROLLED Pft10R TO PIAtEMENF OF 3f4'�0. NOM W W EN FABRIC MIN.SOT SQ YD. EONFORMM`G FUCURRENTHALLC of OooTOODO /AMA 2320_ FIA( EMENTSNALL CONFORM TO OOOTfAPWA SECWON 350. STUR ALLY£GETABON FROM AREASTO BE PAVED. [OMPACTSUBGPh0ET095 PERCENT RUT A [OMPACBONR. LNG TOASTM 0898 ATOPIIMUM M061UPE [ONTEINT. St30G00.BE MUST BE BARD AN. ANOUNYIESONG. CALL BEFORE YOU DIG 1-800-332-2344 48 HOURS BEFORE BEGTI03WG EXCAVATION OREGON LAW REOIHRES YOU TOFOTCMIRLAES. ADOAFEORY THE OREGEAI URHTY NOTIFMATION CENTER_ THb5E Rl1EES ARE SET FORTH IN OAR 9521'010619 THROUGH OAR 9524614X830. YCU MAY ORTANN COPIES OF THE RULES BY CALEINO THE CENTER AT5012024987. 4' #CONCRETE PAVEMENT. ." OF3 b"OCRU511Eb ROa mMPACTTo 4556 RflA13VE coMvprnoN nER ASTM oa9R, NON WOVEN FADN[MIN.So SQ Yb. CONFORMING TO [URREM EON10N OF OCOT/APWASECRax 2320. PLACEMENT 5H0.LL CONFORM TOODOT/APWA sELTI0N350. STROP ALL VEGETATION FROM AREA9 TO BE PAYED. COMPACT SNBGRAOE 7095 FRE ENT RELATIVE cTIMPA ON ACCORDING TO ASTM 0698 AT OPTIMUM MBISNRE CONTENT. SURGRADE MU5T BE HARD AND UFraF x- 5WRAOE MUST BE HMO AND UNYIELDING. 5URGRAF2E 5NALL 0E PROOFBOLEED WITH AEAbfb I—oumFY TRUCX UNDEKTHFU SSFWATION OFTHE PNOIEETGEOTECIRROU. ENGINEER. ANY3OFF5PDT5 FOUND DURING PROOPboU1hG Well NFiDN BFAPPREiSFD PENTE4f RFfOMMOiOABONSOFTHE PBO£[F SOILS REPORT. CONCRETE SP4 U. BE A MWNUM 45WP51 WBN 6%7a MAC 22WCB BASF MMMINRER MAC Loo, G' AIR ExERAIUED AND WATER/CEMENT RAT O NOT TO "tltb EA4 CONCRE'IZ AVER23 EELV RETE PAVER 23.• 68 MM MW.TINCRNE55. FOR PEOESTBIAN EERTI-FIE MIN. TH3[KNE55. 5'TOl1 25ao MM LOAM� F"W 31 2' 25 M3MM $EENOTE2, REWNtO SAND EEOwNG 50.X0 OF 3 4'A CRUSHED EDIX COMPACT TG95%8DABVE oMVAUTU 95NRELATIVE EOMPA-ch PER An A4 Dane, COMPAETION PER ASTM 6690. mom -WOVENFABRICMIN.5P 5QY0. 12'OF4"-OCAUSHEBROIX CONFORMING TOEURDNTEDTI COMPA ID TOR PROOFROI2ED OF ODDT7APWA SECBON 2320. PRIOR TO PLAEEMENTOF 0/4"-0. PIACEMFNT SI WLL EONFORM To PDPTf WA SEcnoN 35q NON -W WEN FABRIC MIN. SP Yo. COMPA[TFDSU9GPAOE CONCaRMIxa TO [uRRExT EOIOUN of PooTI WASECTION 2320. ENTSNALLCOtIFORM f0 OBOTfAPWAS£CDON 350. ODOT/ NOBS �• - ' 1. STRIPAU. VEGETATION MOM AREAS TD BE PAWD.COMPACT 5UBGRADETa 95 PERCENT RF1amFEWPAC1IONACCORMUCTO 0.51MD698 AT OPBMUM MOLSNRE[ONTFNT. SUBGRADE MVSf BE IIAPOANa UNYIELwxG. 2. FOR YEHICUWNTRPTFKMEAS,ftOCK B0.5ESHAlEMATc11TxETYn[AEaAVIxasEETIaN PROVIDED BY i1tEEHGINEERUN1E55 DTxERw196wEEIDED. 3. PLASTIC, STEED,MUMINUM, OR PREUST COxcRE3E FOGIxG MAY BE USED, TYPICAL CONCRETE PAVER SECTION 3 MARQUESS&ASSOC INC. SU T: NOF A. -2O B U TE101 SHLAND,OR 7520 6ELWAF541.4RN8ST.B2NOREET RENEWS' JUNE 36, 2025 NN M R NPVj NRR41eF.N-1004 41YIEssUd— P0Uw4R0 Rkdw'OR 9750t P.541-7727135 O N L1i r rn }�- 0 O ❑ O �Z � Z � U3 J O Q J < w W LL O O �i U) w Ch O 0,0 U) U) Y REVISIONS DE=TAILS t PROJECT NO.. 24-1015 C3.01 3 xoaP. SEE NtlTf52&3. _ ��SUV NOTES � 1. Atl[SEANOUT MNTERIALAS1p5E2f TU BE59MF.f5 - FARRIER PIPE UPTO S' dAMEIER e �la x, [lfANaOrnMA ELEVATitlN SHALE BE FLUSH WRN [PNaIEFEtlR ASNWET, ANO CLEAN69TFPAME R10.1i / �, notate 4"TFNCe M{N. [OH[PEEE PAp. 3. QFEHEU AG,] CAPE Ek kbENAN 9E L" ABOVE WG pFRE[TION GFFl9 'C FIxIS REFLGtsHW9GAMANDp[ANE4'MfN.11 T HELMeF—M.R AkM AftOEAME. 'MIH. e€LON'HariaM aF [IFANdJF FRAME. NQTES 1. CATCH BASINISSItEU WR SLWE TO GMA M41NrNK Mt ,MER FOR PIPE MAYFMAE FEN 0raUlFtowwvEwml ...SEE EE PUN FPA INYEnTEIEYAnPNs SEE NPTF. S. Z4"x24"x#2"PRFFAEPIFATEQGTCH—N 10 t GUAGESTEELALLWEHIEQ CONSTRU-1 eM ASP3AMMCUAT£OINSIMANDUUT F I {GIBSON#MKSI.42H-MM W)EQUAL). ,"MIN i'-0 ERUHM ROER COMPACTED TO LOdST-990, ORURRENT DOTIAP1f [ORCnPF P€n cUe0FNT000T/APWA s€rnox d144nm. 3 snALE: F BWAI.� Gin' CALL BEFORE YOU DIG 1-800-332-2344 46 HOURS R EM ffmw IG &HCAVA410N OREGON €AW REa11HxES Ybll TO FOLLOW RiAES AIXWIEP&Y T/� OREGbN LRINTV NOAFlCATION CENTER. THOxE RULESARESET FORTH IN OAR 95Z-0BIm1OT11Nxx10H PAR 952-0Ri0030. Y00MAY OBiA1NCOPTES OF THE 0.ULES BY CALLN4GTNE CENrER AT 50y232 f9B7, NOTES 1,—UMRE5NAt1REM00 ED obaT dTCil INIEf TYPED. SEE OREGON STANOAROORAWING INFORMATI.H. 10NA! 1NEORMATION. ]. naV12EF PIPE, IAFGFA THAN DINLEEOEFAL- ,•__..•,,. 66 WATER STREET SO TE 101 ASHLAND, OR 97520 TEL: 541.4B9.ax gOPROF ¢' 726RBPE RENEWS: JUNE 3G, 2025 6M P.Al NMba 112oug,kack— POB.49D Wff-, w &7501 P: 541,772.7115 Q N N C (7I C � � D 0 ❑ W Z O 1<L w {cc 1 f] r OC 0 x f_f^^ t V cotu O IDD c co — PROJECTNO,: 244015 ISSUE DATE: 202403-19 L+3.UL _ �aw�q �il IWLHPIFSVFFNIA]nE¢ ..� twWr�• ar vMNW � q� 8�6q We � � InaNEtrx A�aEv»ml Mxs TABLEA 5 -� �Ei? z:�3 E wrpl acWxw i i 50 a =u v A` �t 611 Irn t li lx s lU e a i 2 1G l0 la 6 li 16 EI 6 11 R A Iz ]I M 6 11 H lilt W x1 L ne.A s �imvv n L' .- a 66 N E 11 i/ 6 11 b aP - �ir v.� Y— �ntmvlwul0rtral wt ]Iaf sent f.ruN.un MsmJrnrar46rwW a3wrctesedn.v. m]o]. M lvnaiv P'vv� mei ]. mNxmaAve+a whveee ,w. � d W Mpaa4 a )C6anut eimina[vrn,4eTn n�aen,i ppm ), Yw vnr]Y dvmv ve xe�v4 W vewt+a�axem Pu �d+q A ln5ta dq.lm)Ifirw traaxn�earWLLlMmn'Ww•a1 Tee.eklrm,�ewaarcm 6REcpx STANDARD INaAwINFS TRENCH ELACKr .6E9aFN6, PIPE ZGNE ANOMFiLTIPLE Pe, drra�wrmenymeerrn9 MsTA1LATUONS P.xxrp�n mdw.m'Ra o IAS xoxl .nx n+aPa.nlnn w 1Aa mt nre ]neve erer be ueevpmv] rmrcw..wN,y. A�,].I.sd A-e,4s1.'w�fEyMev. 520300 EHectIve Date: December L 2923 - May 31, 2024 CALL BEFORE YOU DIG 1-800-332-2344 46 HOURS R EM ffmw IG &HCAVA410N OREGON €AW REa11HxES Ybll TO FOLLOW RiAES AIXWIEP&Y T/� OREGbN LRINTV NOAFlCATION CENTER. THOxE RULESARESET FORTH IN OAR 95Z-0BIm1OT11Nxx10H PAR 952-0Ri0030. Y00MAY OBiA1NCOPTES OF THE 0.ULES BY CALLN4GTNE CENrER AT 50y232 f9B7, NOTES 1,—UMRE5NAt1REM00 ED obaT dTCil INIEf TYPED. SEE OREGON STANOAROORAWING INFORMATI.H. 10NA! 1NEORMATION. ]. naV12EF PIPE, IAFGFA THAN DINLEEOEFAL- ,•__..•,,. 66 WATER STREET SO TE 101 ASHLAND, OR 97520 TEL: 541.4B9.ax gOPROF ¢' 726RBPE RENEWS: JUNE 3G, 2025 6M P.Al NMba 112oug,kack— POB.49D Wff-, w &7501 P: 541,772.7115 Q N N C (7I C � � D 0 ❑ W Z O 1<L w {cc 1 f] r OC 0 x f_f^^ t V cotu O IDD c co — PROJECTNO,: 244015 ISSUE DATE: 202403-19 L+3.UL wrrw.na,.r Wam.w'J [mweh Mean o. ;avrrtwm� !er new.ra>ov .&, 5 5eeaoNM SEDIMENT FENCEAND GEOTEXTILE BURY DETAIL -TYPE 1 s�KK r+n. raa.aq [fI w ,Nw�.nw+rep• A+,r�rVV �s�wrr,�.mr � omnw�.�emlw ���iyea f—M W 1LBMINABONATWNNENORPNOPD-LINE GEOIElTILEWm1POSFSLRYf: TIfRN£O£NO.NfOKNECRON POST6PAClllG OYFRIAPCONN£CBON GEOTEXNLE END CONNECTIONS rW! .,..bPeNpnHnv� srr,x-exl�r.wtru4 ii r� i�.ra .xy v+,wAMw'd € 4 hne � a: Pxewxxa,...,-wovartr. ALTERNATE SEDIMENT FENCE WITHOUT TRENCHING - TYPE 2 su PMCE5PAC FON GENFMLMPUCA� ttpGN ABLE rwu a�,nrc��t h.rr..pam bpa.u�smw+w aymrt�aAxw,c r.r Q.P�"m.waoa. mre Nmr y Err amrs�4ma� _ _ ST LED.UAIL %AN nmr..x. ,m.e,e �,W mbbiwm� wealerrrtmr War b "'�{~ "`'t` � v � ��NeerMiuMtus MrAh 6neaPRbIANOaRPOMN'llk5 J�f e..«.waar.aa .xx,.b Avx1.M. valla LergrrWin aawJaxe xkh CONCRETE TRUCK WASH OUT SN.IpNArI 9rma ry'xarared•�yarramy pimp4raMprarnrrr.rtrae SOr1 rah r<rpau Dlbry Nrae a.er CONCRETE TRUCK WASH OUT FACILITY rsaPwaotx vrdPrtawa N>rro..... mae arrwrr araaur.+.d l�aew,wr�P,xaxr 4w dPr1,>".l n.:J.I RD1O70 EffecOve pate: December T. 2023 - May 31,1024 CALL BEFORE YOU DIG 1-800-332-2344 !e HOURS BMM BEGDRDNG MCAYanON P4lEcoN LAW REPPIREs TPU_ __W RLAFs APPPPEP BYTHE PRECPY UNUTY NPl€FlPAiiPN CENTER. TISPSE Rra.Es qRE sET FPRTFfINPAR 952-001-0OlOOF DCVIPARBTCAU-" T GW PBSAfN PPPEFS OF TAE RrA.Es ryy cplWaP 1HE cEN{ER pTEOY]i!-10N7. E CONSTRUCTION ENTRANCE -TYPES `; II CONSTRUCTION EMRANCE-TYPE 2 Pwra f SLCf10N A -A 4v+rescvr mp've+mr�.=renbyl.... m�n�rhkx rwe..ar�vr� 5� owu� CONSTRUCTIONENTRANCE-TYPES (TYpEi0R2WI714 FifIS1iNO EAINB) CO—.—ON ENTRANCE TAOLE ryAtHMNM LNi04H I WOODEN CURB RAMP SECTION D -D 4.5 WATER STREET SUITL 101 ASHLAND, OR 97M TEL: 541.488 820D IRELIMINAR` 9i p°e °REGQ?11F, at �RrscvYY�� RENEWS_ JUNE 3D, 2025 kwN IN -.w,.. 112OEas€.iatlimN PG&o 490 AEedW. OR 57501 P. 541.772-7115 N Lo ❑ W Z Z Z J O Q e-�e�a V I.L.F w �cc ILL z z C O w `=`n V D ^�^ OV REVISEONS DETAILS C3.03 `oN rm January 25, 2024 Te -hr Londscope Architecture 310 Oak St, Suite N3 Ashland, OR 97520 RE: SOU Sofiball Fieid Oak Tree Protection The large black oak oce, Qverc-ers kv1feggft, 1a 1,al ncamst the softball field in the southwest cnmcroFthe pmperfy, mea- 37.5" in dtemeter at &oral height (DBS(). With an eppmximale crown spread of 70'and a height ofrio% The ;me appeals to be in goad health. This tree ei rmatly has ample mum for the establishment of. healthy root rune. u nroataty, any -er.achmr n. on this zone has the potential to.egattveiy impact the health ofdle arae. Tars aria. edvaaced age. like this one, ca. he ..'intolerant of -1 diti urhme. than are y.uagr Irxes. A great deal -fear- x311 be required x4operating around this ham if long-lcIm presarve6nr is the goal. Nty rommcadarions far the pros ioa ofthis tree during c..stmetton bfthe softball field and sutmundin, arca are as follows: L) Establish a "a protection zone with rew6t; al 1.51 the dripltnx arnuod 75%ofthe Irae. It III," understanding that the n priry of the toot zone tllmughaul the soaflye t comer is not to be disturbed. Be that as hmay. it is best to officially anubiish (Ida zones. that no eaastrucrien nodYties. material sdo,nge, vehicle muecmeat or other 1.11 s.mpactnga d0fi"-Ur hefe- 2.) E,wbtish the remaining 25%of the protection e.nc, nn closer than 25' from the tms,k, follow ris the line.fthc carom chain €ink fence (which currently sits at 30'from lire trunk). 3.) if funher enaroaekmetu afthc root Zarlc is needed, it is tecommeaded Met exploratory. band dug, holes be excavrmd do the quired depth to -,rain the Ems .Imola. Thesc ..all holes should be saspeeted by an arborist ox landscape pmtcrs iawl Ia assess the size.nd quantity of roots owe ritemd, if any. 4.1 Apply a 311S" deep layer of mulch With!. the drip0.c. 5.)`V*,, the tree daring the pmjceL especially ifd.ne during the erne, months. An.(F Fit sheaid be made to miotic the historical watering poltm (if..y) and 1. supplement tcidk a metahly dxep wutcri.g m a soil depot .f 3g". 6,) Pm.c large dead limbs hunt the acc.These are numerous h -0s, in this Irm in Fite form oflafle dead limbs_ These should ire removed by a gnalifred professional hetero: project completion. Picaw reach.ot Nftkere ore any questions stand glow recommendations or Nfwe can he of holler assistance at any paint in the project. Sincerely, Christopher lobs, Caoroy LLC 15A t1eal CmiPN hlavrn Ar IP AeNF-45 9 • t Ir'l'f}rl February 9, 2024 City ofAA arid. Planning Departrlseol 5I Winbum Way Ashland. OR 97520 RE; SOU Softball Field tree assessment This rcpart addres the4 trees clososl I. the samkem most nrez ofthe pmp.sed s.fiball field improvements as idcrtifte l in sheet A2.0 and marked with u hl rad . red X. TTI, ince em as fellows, travelling west to rust: 1. Ladgq.1c piece, Pnnrs ranf.N.. I t' UBH. 2S' hall. moderate to poor health. 2. ltay o -d ash, Fr ahs. eu rarpn, 2 P' DBIi, 40' Tall, good he dth. 3. Ray road ash. Fr¢ ainns.1) .1) ­ pa. 16" DBH, }5' WTI, goad health. 4. RaperaiJ at h, Fr emas -)rump, 16' DBH, 35'tall, good hxnllh. hly recommcndadi... for these rice. daring canstmctan depend.vholly on W'hete e[ wi.n is t o rdedug ,,Fm,, alc000 Mid the existence ofdesigned C to upon pmkeLecrnpletion. An inspersion ofthe detailed c anstmctieniftr dscaping ph-skuws It 41nrs la he well svitlda the project area The design plans call far the 'u!staliatiun ofbleachxrs amt concrete pavers where the terra SI -3 currently eeis1,Tbis Witt notbe compntihle Willi. it. s irvisal nrdmse turas. Teeg4isoabideofthisconcwepavcrateainapropmedgmvciedarra.Indiscussing Lhoposslbilily.fpresen g this tee with the designers of the landscape, T Was informed that the project as designed Will. nccessitulc extensive grade ahattges Ihmughern the area Where die tree curreatly exists. The Tree Would most likely .01 survive such dist.deture. Please get is t.ucb €f time am any questions about dose moormocndatians. Sincerely, ChristopherJ4n C,Wp, LLC ISn h„e.a [ori 5e4 xW-Mradar OWE-95g4t TREE PROTECTION AND REMOVAL. NOTES T. PRIOR TO DELIVERING EXCAVATION EQUIPMENT OR COMMENCING ANY CONSTRUCTION ACTIVITIES ON THE SUE, THE GENERAL CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A PRE -CONSTRUCTION MEETING WITH THE LANDSCAPE ARCHITECT AND EXCAVATION SUPERVISOR PRIOR TO COMMENCING ANY WORK ON THE SUE. THE LANDSCAPE ARCHITECT SHALL BE NOTIHED BY THE CONTRACTOR 48 HRS. IN ADVANCE FOR ALL SITE VISITS REQUESTED. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE THAT CONSTRUCTION MAY BEGIN AFTER ALL OF THE DESCRIBED FENCING D IN PLACE. FENCING SHALL REMAIN IN PLACE UNTIL THE PROJECT IS COMPLETED. 2. FENCES MUST BE ERECTED TO PROTECT TREES To OF PRESERVED AS SHOWN IN DIAGRAM. FENCING SHALT. BE 6' TALL TEMPORARY CHAIN LINK PANELS LNSTALLED WITH METAL CONNECTIONS TO ALL PANELS AREA INTEGRATED. THESE FENCES SHALL BE INSTALLED SO THAT U DOES NOT ALLOW PASSAGE OF PEDESTRIANS AND/ OR VEHICLES THROUGH IT. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SEE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR REMOVED WITHOUT THE PERMISSION OFTHE LANDSCAPE ARCHfTECL 3. CONSTRUCTION TRAILERS, TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE FENCEDTREE PROTECTION ZONES AT ALL TIMES. SEE DETAIL 91 'TREE PROTECTION FENCING" FOR ADDITIONAL RLQUIREMFNTS. 4. ALL PROPOSED UNDERGROUND UT[LUIFS AND DRAIN OR IRRIGATION LINES SHALL BE ROUTED OUTS€DE THE TREE PROTECTION ZONE. IF LINES MUST TRANSVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THETREE ROOTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF ANY PROJECT PLANS CONFLICT WITH THIS REGUIREMENL S. NO MATERIALS. EQUIPMENT, SPOIL. OR WASTE OR WASHOUT WATER MAYBE DEPOSITED, SIGNED, OR PARKED WITHIN THE TREE PROTECTION ZONE (FENCED AREA). 6. NOTIFY THE LANDSCAPE ARCHITECT IF TREE PRUNING IS REQUIRED FOR CONSTRUCTION CLEARANCE. 7. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ALL DAMAGE CAUSED BY CONSTRUCTION TO EXISTING TREES SHALL BE COMPENSATED FOR BY THE OFFEN0414G PARTY, BEFORE THE PROJECT WILL BE CONsK)ERFD COMPLETE. 8. WATERING SCHEDULE: WATERING PROTECTED TREES SHALL FOLLOW THESE STANDARDS. HOWEVER PERIODS OF EXTREME HEAT, WIND, RAINFALL OR DROUGHT MAY REQUIRE MORE OR LESS WATER THAN RECOMMENDED IN THESE NOTES. A. MOST SPECIES: 1 TIME PER MONTH DURING IRRIGATION SEASON (USUALLY MARCH THROUGH SEPTEMBER) B. QUERCUS/OAK: DEEP WATER IN MAY AND SEPTEMBER, DO NOT WATER DURING OTHER MONTHS. FDR OAKS ALREADY IN THE VICINITY OF IRRIGATED CONDITIONS, AUTOMATIC SPRINKLERS OR REGULAR WATERING SHALL NOT BE ALLOWED TO SPRAY ON OR WITHIN 3 FEET OF THE TRUNK. THE WATER SHALL NOT BE ALLOWEDTO POOL OR DRAIN TOWARDS THE TRUNK. C. WATERING METHOD: HAND WATERING SYSTEMS, RECOMMENDED FOR TREES THAT ARE PART OF A DEVELOPMENT PROJECT THAT MUST BE WATERED TO INSURE TREE SURVIVAL DURING THE COURSE OF CONSTRUCTION UNTIL AUTOMATIC IRRIGATION IS INSTALLED. 9. EROSION CONTROL DEVICES SUCH AS SILT FENCING, DEBRIS BASINS, AND WATER DIVERSION STRUCTURES SHALL BE INSTALLED ON THE UPHILL SIDE OFTHE TREE PROTECTION ZONE TO PREVENT SILTATION AND/ OR EROSION WITHIN THE TREE PROTECTION ZONE. 12. BEFORE GRADING, PAD PREPARATION, OR EXCAVATION FOR THE FOUNDATIONS, FOOTINGS, WALLS, OR TRENCHING, ANY TREES WITHIN THE SPECIFIC CONSTRUCTION ZONE SHALL BE ROOT PRUNED 1 FOOT OUTSIDE THE TREE PROTECTION ZONE BY CURING ALL ROOTS CLEANLY ATA 90 DEGREE ANGLE TO A DEPTH OF 24 INCHES. ROOTS SHALL BE CUT BY MANUALLY DIGGING A TRENCH AND CUTTING EXPOSED ROOTS WITH A SAW, VIBRATING KNIFE, ROCK SAW, NARROW TRENCHER WITH SHARP BLADES, OR OTHER APPROVED ROOT -PRUNING EQUIPMENT. 13. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSEDTO SOUND TISSUE AND CUT CLEANLY AT A 90 DEGREE ANGLE TO THE ROOT WITH A SAW. PLACE DAMP 50IL AROUND ALL CUT ROOTS To A DEPTH EQUALING THE EXISTING FINISH GRADE WITHIN 4 HOURS OF CUTS BEING MADE. 14. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 - 8 INCHES OF WOOD MULCH OR GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD RED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A MIN, 6 INCH DEPTH, 15, SPOK FROM TRENCHES, BASEMENTS, OR OTHER EXCAVATIONS SHALL NOT BE PLACED W LTH€N THE TREE PROTECTION ZONE, EITHER TEMPORARILY OR PERMANENTLY. 16. NO BURN PILES OR DEBRIS PILLS SHALL BE PLACED WITHIN THE TREE PROTECTION ZONE. No ASHES, DEBRIS, OR GARBAGE MAY BE DUMPED OR BURIED WTFHIN THE TREE PROTECTION ZONE. 17. MAINTAIN FIRE -SAFE AREAS AROUND FENCED AREA. ALSO, No HEAT SOURCES, FLAMES, IGNITION SOURCES. OR SMOKING IS ALLOWED NEAR MULCH ORTREES. 18. DO NOT RAISE THE SOIL LEVET. W UHIN THE DRIP LINES TO ACHIEVE POSITIVE DRAINAGE EXCEPT TO MATCH GRADES WITH SIDEWALKS AND CURBS. AND IN THOSE AREAS, FEATHERTHE ADDED TOPSOIL SACKTO EXISTING GRADE AT APPROXIMATELY 3:1 SLOPE. 19. REMOVETHE ROOT WAD FOR EACH TREFTHAT IS INDICATED ON THE PLAN AS BEING REMOVED. 20. EXCEPTIONS TOTHETREE PROTECTION SPECIFICATIONS MAY ONLY BE GRANTED IN EXTRAORDINARY CIRCUMSTANCES WITH WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO ANY WORK COMMENCING. 21. AS A PROTECTIVE MEASURE To COMPENSATE FOR CONSTRUCTION IMPACTS. PHOTO SIX WEEKS PRIOR TO CONSTRUCTION, ALL RETAINED TREES SHOWN ON THIS PLAN SHALL REC€IVEAN APPLICATION OF MYCOAPPEY ALL PURPOSE SOLUBLE PER MANUFACTURER'S INSTRUCTIONS, THIS MYCORRHIZAE PRODUCT IS A SPECIALLY FORMULATED NATURAL ROOT BIOSTIMULANT W HLCH ENHANCES THE ABSORPTIVE SURFACE AREA OF THE TREES' ROOT SYSTEMS. THIS PROMOTES AND jMPROVES NUTRIENT AND WATER UPTAKE CAPAB)LUIES OFTHF REMA#NTNG ROOT STRUCTURE. DISTRIBUTE MYCOAPPLY EVENLY WITHIN THE ACTIVE ROOTZONE OF RETAINEDTREES. APPLY 30 GALS. OF SOLUTION PER TREE 6" DEN AND GREATER. A MINIMUM OF 4" BELOW SOL SURFACE IPI QUANTITIES OF 1/2 GALLON AT EACH POINT OF APPLICATION. LOCATE THE ACTIVE ROOT ZONES WITH LANDSCAPE ARCHITECT PRESENT. MYCOAPPLY IS AVAILABLE FROM MYCORRHQAL APPLICATION. INC., PHONE [541J 4763985. TREE PROTECTION SCHEDULE SEVERE DECLINE X20% LARGE, MAJOR MORE THAN ONE INFESTIF0 MAJOR - CONKSICAVITIES CODE BOTANICAL NAME COMMON NAME DBH CANOPY HEIGHT CONDITION TPZ RADIUS SIGNIFICANCE REMARKS REMOVE INFESTATION OR ONE TO A FEW CONKS; SMALL 2 DECLINING 2ogb-s0% D€EBAcK SCAFFOLD BRANCHES SIGNIFICANT PESTS E23 PINUS CONFORM LODGEPOLE PINE I1" 10 213' 3 -LOW PRESENT AT PHUNhNG WOUNDS 4 REMOVE, WITHIN LIMITS OF CONSTRUCTION E24 FRAXINUS OXYCARPA RAYWOOD ASH 21" 19- 50' 4 -GOOD 1D096 _.--- NONE REMOVE, WITHIN LIMITS OF CONSTRUCTION E25 FRAMNUSOXYCARPA RAYWOOD ASH 16' lY 40- 4 -GOOD REMOVE, WITHIN LIMITS OF CONSTRUCTION E29 FRAXINUS OXYCARPA RAYWOOD ASH 16" 15 35 4 -GOOD REMOVE WITHIN LIMITS OF CONSTRUCTION RETAIN EDT I ACER SPP. MAPLE SPP. 12' ON NEIGHBOR'S PRoPERTY- E02 ROBINIA PSEUDOACACIA BLACK LOCUST 18" 4 -GOOD 14" NOTSIGNIFICANT E03 FRAXINUSoXYCARPA RAYWOOD ASH 12' 25 4-GOODE94 ROBIItA PSUEDOACACIA BLACK LOCUST 15" P14'35' 3D 3 -LOW 12 MULTISTEM, FENCE INCLUSION L�05 CALOCEDRUS DECURRENS INCENSE CEDAR 14" 25 4 -GOOD 14' F06 ROBINIA PSUEDOACACIA BLACK LOCUST 7"25' 3 -LOW 10' FENCEINCLUSION EW R081NIA PSUEDOACACIA BLACK LOCUST 10 25' 3 -LOW 1D M11LTF-STEFAEOR ROBINIA PSUEDOACACIA BLACK LOCUST 32' S5' 3 -LOW 32' NEEDS PRUNING ROSINIA EMERGENCY REMOVAL ETD ACER SPP. MAPLESPP. 72" 40' 40 4 -GOOD 911' Ell QUERCUS GARRYANA OREGON WHITE OAK IS 35 55' 4 -GOOD 45' Ell CATALPA SPECIOSA CATALPA 28 17' 40' 4 -GOOD 28 E13 ACER SPP- MAPLE SPP. 48' 32' SS 4-Goor) 60 E14 ACERNEG UND0 BOXELDER 36" 25' 40 3 -LOW 36' PIS ACER SPP. MAPLE SPP. 16" 23' 40' 4- 01[l 16' F16 ACERSPP. MAPLE SPP. 22' 20' 40 4 -GOOD 22' E17 CALOCEDRUS DECURRENS INCENSE CEDAR 14" ID' 35' 4 -GOOD 14' E18 QUERCUS GARRYANA OREGON WHITE OAK 42' 36' 45' 2 -DECLINING 53' SIGNIFICANT MISTLETOE E19 QUERCUSKELLOGGNI CALIFORNIA BLACK OAK 12' 16' 30' 4 -GOOD 12 E20 UIMUS SPP. ELMSPP. 42' 30' 50' 3 -COW 42' NEEDS PRUNING. E21 QUERCUS KLLLOGGII CALIFORNIA BLACK OAT. 57.5 35 90' 4 -GOOD 72 SIGNIFICANT M PINUSSYLVESfR1S SCOTS PINE 19" 16' 35' 4 -GOOD 19 E26 ZELKOVA SERRATA JAPANESE ZELKOVA 14, 20' 35' 4 -GOOD 16' E27 PRUNUS SPP. APRICOT SPP. 1f" 13 25 -4-GOOD 14' F28 QUERCUS KELLOGGII CALIFORNIA BLACK OAK 11" 18' 3O 4 -GOOD 11 E30 FRAXINUSOXYCARPA RAYWOOD ASH 22" 17' 35 4 -GOOD 22 E31 FRAXINUS OXYCARPA RAYWOOD ASH 20" 20' 40 4 -GOOD 120. E32 FRAXINUSOXYCARPA RAYWOOD ASH 116. tic 40' 4 -GOO 1w E33 CEDRUS DEODORA DFODOR CEDAR 24" 25' 30 4 - GOOD 24 TREE APPEAR3 TO BE TOPPED. BUT IN GENERAL GOOD HEALTH. E34 PLATANVS pCCIDENTALIs SYCAMORE 22" 20 45 4 -GOOD 27' E35 UUVLUS SPP ELM SPP. 142" 30 SD' 3 -LOW 147 IrRELATIVE TREE CONDITION - FACTORS CONSIDERED i j I CONDITION RATING OVERALL VIGOR CANOPY DENSITY AM"T OF DEADWOOD HISTORY OF FAILURE PESTS EXTENT OF DECAY i T SEVERE DECLINE X20% LARGE, MAJOR MORE THAN ONE INFESTIF0 MAJOR - CONKSICAVITIES SGAFFOEO SCAFFOLu TWIG ANO BRANCH INFESTATION OR ONE TO A FEW CONKS; SMALL 2 DECLINING 2ogb-s0% D€EBAcK SCAFFOLD BRANCHES SIGNIFICANT PESTS CAVITIES 3 LOW euli,00% SMALL TWIGS SMALL BRANCHES MINOR PRESENT AT PHUNhNG WOUNDS 4 GOOD SON -100% LITTLE OR NONE NONE MINOR PRESENTAT PRUNING WOUNDS 5 EXCELLENT 1D096 _.--- NONE NONE NONE NONE OR INSIGNIFICANT FENCINrU1RO0I PROTECIiON cwSh V+rxuGhws. Pe Pmra.Ea PIA AS�PnfMFa A11H�1REF ,sles.n IliL.- w��aitrtxNtEO,bICNFllONrkEPW! Ppie4sspw Fopaa asuaee1 Pr.uwrssauneEPPorzcs,w+ron Purrnohcen. SURFACE PROSECTION MEASURES texauono bnhN, 2LI P!Ywaaa wxcPEnwmon Pluh TRENCH ING1ExCA VATION t�., r, iExmrrsPasrcaga PtuhnatEr a^+b erzcgc APnrS. ZONE A ICRB ICALftDOf ZONE( ELEVATION I I I I I t,oons,mswhcenuowmwr,nomrm-:PEct9c I I zorlEc €lit I Ja, +.wra.vxorn'nxeosronaa•.as Pont I ZONE.€ 1 s PNlcenrPom w 11-z.w Re.hmess vm>,rzP I _-mmm I zoNFA I i s Iw+rsr+eeh�REw4ltorovalPtcso�s s-0RnowcewE.e ZONE a IDRIPLINEi J i 1 aREPnvreauwrl�nuarac'�srocr,euhleor Ex tJawWssaP isWAICPfEM 1NEeFs x^PAov.v_ I '. I [� I li � I 1r� [ 3 uarT,EFernEcaohr rnnsaus PEourar. ..I.... I I I I : _ [ :P�nvrrro�+e:Iwmor wm�rw.No.rRtvoh[PahcsEa tn..raF I I' I I - J �'nn,�Qrnwam�.9.t.r.smP.tW�EA I � I � �) I • LVBaMN yraPIAaPE aFrdreEamrvosar[err cdmal.n ........ _. ZONE ClfEEDER ROOT ZONN - -� 1. armxaohh of uFAvr Eouwuan P,wroe.ocrrnNc or -., -__ -. i 'AIFRY45RvheeaorclfssivPE�f44Y a£REQu1P£n. sFEPlah DETAIL: TREE PROTECTION FENCING Scvie: 3/16"= I' -LY' TERRAIN LANEISCAPE ARCHnEIN 174 Hidden I... - Mhlend. k 776 n TERRA1RiAFCH.COM uj © Lu CD ILo- (!J Z ON. �0 Ina I LL - 0 o z (� V) Q REVISIONS # DATE DESCRIPTION PLANNING TREE PROTECTION LEGEND AND DETAILS L0.1 PROJECT NO. 2346 42.15.24 TEAM: SB, CG