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Transcript of historic commission electronic meeting - City of Ashland, Oregon
HISTORIC COMMISSION ELECTRONIC MEETING AGENDA
JANUARY 6, 2021 6PM
I. 6:00PM - REGULAR MEETING – CALL TO ORDER
II. APPROVAL OF MINUTES Historic Commission electronic meeting of September 2, 2020.
III. PUBLIC FORUM
IV. COUNCIL LIAISON REPORT
V. PLANNING ACTION REVIEW
PLANNING ACTION: PA-T1-2020-000136 SUBJECT PROPERTY: 201 S. Mountain Ave (Ashland High School) APPLICANT/OWNER: Christopher Brown, Arkitek/ Ashland School District 5 DESCRIPTION: A request for Site Design Review to allow the construction of a new 2,539 square foot single-story classroom addition to the Ashland High School Science Building, and a 1,249 square foot addition to the Humanities Building which includes an elevator and restrooms. The project also includes seismic retrofitting of existing structures, installation of emergency power generators, and safety enhancements including the enclosure of exterior hallways with a polycarbonate cladding. COMPREHENSIVE PLAN DESIGNATION: Single Family Residential; ZONING: R-2; MAP: 39 1E 09DA; TAX LOTS: 100
VI. NEW ITEMS
• Historic Preservation Awards – May 2021
VII. DISCUSSION ITEMS
VIII. COMMISSION ITEMS NOT ON AGENDA
IX. OLD BUSINESS
X. ADJOURNMENT
ASHLAND HISTORIC COMMISSION DRAFT Meeting Minutes
September 2, 2020
Community Development/Engineering Services Building – Electronic Meeting
CALL TO ORDER: Shostrom called the electronic meeting to order at 6:02pm.
Commissioners Present: Council Liaison: Skibby Rich Rosenthal Whitford Staff Present: Emery Brandon Goldman; Planning Dept. Von Chamier Regan Trapp; Secretary Swink Giordano Shostrom Commissioners Absent: Babin Hovenkamp
APPROVAL OF MINUTES: Whitford/Von Chamier m/s to approve minutes for March 4, 2020. Voice vote. ALL AYES. Motion passed. PUBLIC FORUM: There was no one wishing to speak. COUNCIL LIAISON REPORT: Councilor Rosenthal gave report to the Commission. Items discussed were:
• City of Ashland hired a new Finance Director, Melanie Purcell who will start in Nov 2020. • Council postponed the hiring process for City Manager until early part of 2021. • Council approved 2 union contracts for IBEW.
PLANNING ACTION REVIEW: PLANNING ACTION: PA-T1-2020-00122 SUBJECT PROPERTY: 240-244 Van Ness Ave OWNER/APPLICANT: Rogue Planning and Development Services/ Eric and Rebecca Laursen DESCRIPTION: A request for Site Design Review approval for the property located at 240 Van Ness Ave. The proposal involves conversion of the existing accessory structure located at the rear of the property, behind primary home, into a dwelling. The conversion of the existing 1950 sq.ft. structure into a dwelling unit would bring the total number of residential units on the property up to two units. As the structure exists currently, and only interior modifications are proposed to convert it into a residential unit, the site improvements associated with the proposal are limited to the addition of a rooftop deck and landscaping. COMPREHENSIVE PLAN DESIGNATION: Low-Density, Multi-Family Residential; ZONING: R-3; MAP: 39 1E 05 DA; TAX LOT: 1700. There was no conflict of interest or ex-parte contact indicated by the Commission. Goldman gave the staff report for PA-T1-2020-00122.
Shostrom opened the public hearing. Amy Gunter, applicant’s representative was present and emphasized that this project would not include exterior changes. Shostrom closed the public hearing and opened to the Commission for comments. Whitford/Swink m/s to approve PA-T1-2020-00122 with recommendations. Voice vote: All AYES. Motion passed. Recommendations for PA-T1-2020-00122
• Street trees from the “recommended street tree guide” shall be planted as recommended by staff. • Commission is favorable of retaining the gravel driveway as a historically compatible surface.
NEW ITEMS:
• Electronic meeting protocols during COVID – This memo was given to the Commission in their packets and there was no further discussion during the meeting.
DISCUSSION ITEMS:
• The sale of the bungalow at 114 Granite was discussed. Goldman explained the history on this project and what will be coming up in the near future with the pre-application for a minor land partition.
• The Commission asked about Historic Preservation awards and Review Board. They would like to be more involved in the review process as soon as possible.
REVIEW BOARD: Postponed until further notice.
PROJECT ASSIGNMENTS FOR PLANNING ACTIONS: Will update when more information is given.
ADJOURNMENT: Next meeting is scheduled October 7, 2020 at 6:00pm via Zoom.
There being no other items to discuss, the meeting adjourned at 6:45pm Respectfully submitted by Regan Trapp
OVER G:\comm-dev\planning\Planning Actions\PAs by Street\M\Mountain, South\MountainS_201_Ashland High\PA-T1-2020-00136\Noticing\SMountain_201_PA-T1-2020-00136_NOC.docx
Planning Department, 51 Winburn Way, Ashland, Oregon 97520 541-488-5305 Fax: 541-552-2050 www.ashland.or.us TTY: 1-800-735-2900
NOTICE OF APPLICATION
PLANNING ACTION: PA-T1-2020-000136 SUBJECT PROPERTY: 201 S. Mountain Ave (Ashland High School) APPLICANT/OWNER: Christopher Brown, Arkitek/ Ashland School District 5 DESCRIPTION: A request for Site Design Review to allow the construction of a new 2,539 square foot single-story classroom addition to the Ashland High School Science Building, and a 1,249 square foot addition to the Humanities Building which includes an elevator and restrooms. The project also includes seismic retrofitting of existing structures, installation of emergency power generators, and safety enhancements including the enclosure of exterior hallways with a polycarbonate cladding. COMPREHENSIVE PLAN DESIGNATION: Single Family Residential; ZONING: R-2; MAP: 39 1E 09DA; TAX LOTS: 100 NOTE: The Ashland Historic Commission will review this Planning Action at an electronic public hearing on Wednesday, January 6, 2021 at
6:00PM. See page 2 of this notice for information about participating in the electronic public hearing.
NOTICE OF COMPLETE APPLICATION: December 29, 2020 DEADLINE FOR SUBMISSION OF WRITTEN COMMENTS: January 12, 2021
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Historic Commission Meeting Notice is hereby given that the Historic Commission will hold an electronic public hearing on the above described planning action on the meeting date and time shown on Page 1. If you would like to watch and listen to the Historic Commission meeting virtually, but not participate in any discussion, you can use the Zoom link posted on the City of Ashland calendar website https://www.ashland.or.us/calendar.asp . Anyone wishing to submit written comments can do so by sending an e-mail to [email protected] with the subject line “Advisory Commission Hearing Testimony” by 10:00 a.m. on Monday, January 4, 2021. If the applicant wishes to provide a rebuttal to the testimony, they can submit the rebuttal via e-mail to [email protected] with the subject line “Advisory Commission Hearing Testimony” by 10:00 a.m. on Tuesday, January 5, 2021. Written testimony received by these deadlines will be available for Historic Commissioners to review before the hearing and will be included in the meeting minutes. Oral testimony will be taken during the electronic public hearing. If you wish to provide oral testimony during the electronic meeting, send an email to [email protected] by 10:00 a.m. on Monday, January 4, 2021. In order to provide testimony at the public hearing, please provide the following information: 1) make the subject line of the email “Advisory Commission Testimony Request”, 2) include your name, 3) specify the date and commission meeting you wish to testify at, 4) specify the agenda item you wish to speak to, 5) specify if you will be participating by computer or telephone, and 6) the name you will use if participating by computer or the telephone number you will use if participating by telephone. 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 I).
The Ashland Planning Division Staff has received a complete application for the property noted on Page 1 of this notice. Because of the COVID-19 pandemic, application materials are provided online and comments will be accepted by email. Alternative arrangements for reviewing the application or submitting comments can be made by contacting (541) 488-5305 or [email protected]. 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/developmentproposals/. Copies of application materials will be provided at reasonable cost, if requested. Under extenuating circumstances, 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 [email protected]. Any affected property owner or resident has a right to submit written comments to [email protected] 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 application which allows for a 14-day comment period. 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 Brandon Goldman at [email protected] or 541-488-5305.
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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 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 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 the stated purpose of the Site Development and Design Standards.
Ashland High School Science & Humanities Buildings Modernization Project
201 S Mountain Ave. Ashland, OR 97520
Site Design Review Application Narrative December 21, 2020
Received 12.22.2020
426 a street, ashland or 97520 (541) 591 9988 [email protected] www.arkitek.us
Ashland High School Science & Humanities Buildings Modernization
Type I Site Design Review
12.21.2020
SITE DESIGN REVIEW: ASHLAND HIGH SCHOOL
I. Project Information
Date: 12/21/2020
Subject Site: 201 S Mountain Avenue Ashland, OR 97520
Map & Tax Lot #: 39 1E 09DA 100
Zoning: R‐2 Single Family (Residential Use/Zone)
Property Owner: Ashland School District No. 5
Total Acreage: 12.05 acres (524,898 SF)
II. Project Scope
The anticipated development located at 201 S Mountain Ave, proposed by the Ashland School District, includes
renovations and additions to both the Science and Humanities Buildings. The purpose of the project is to improve
safety and inclusivity for all AHS students and staff, and to alleviate overcrowding of science classrooms by developing
a single new classroom addition. The Humanities Building scope is focused on seismic upgrades, an elevator/restroom
addition, existing restroom renovations, and cladding at exterior elevated hallways for safety. The Science/Library
Building scope is focused on science program modernization, a single story classroom addition, security, and
accessibility improvements. In addition to the architectural scope, ADA accessibility improvements will be
implemented on site to connect the buildings with accessible routes, including minor parking lot adjustments.
Polycarbonate cladding is proposed for use on the project at both the upper Humanities exterior walkways and the
western exterior hallway entrance of the Science building. This material is a translucent light‐weight glazing that
allows for day‐lighting in corridor spaces where security and weather protection is a concern. The proposed design
does not intend to utilize any bright or neon colors that could potentially cause signage or illumination issues. Lighting
within the corridor spaces will receive an energy upgrade with controls that will automatically dim the lights after
hours, improving neighborhood impacts.
The proposed school improvements will not create any new uses or activities on site, will not increase the number of
users, and will not intensify or expand the current uses and activities of the site.
III. Attachments – Evidence of Record
Exhibit A Site Topographic Survey Exhibit B Architectural Site Plan, Floor Plans, & Elevations Exhibit C Civil Plans Exhibit D Landscape Plans Exhibit E Electrical Plans
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IV. Site Description
The site is occupied by both the Ashland School District Offices and the Ashland High School. Ashland High School
consists of 10 major school buildings and several out‐buildings. There are five major vehicular access points to the site
from S Mountain Ave, Siskiyou Boulevard, and Morse Street. Bicycles and pedestrians are able to access the site from
all sides as there are no perimeter fences or obstacles. On‐site vehicular parking is located in three lots along the
southern property boundary, and in the center of the site north of the auto shop. ADA parking is located in all four
lots. There are several locations for bicycle parking on site adjacent to the major school buildings. There is extensive,
well established landscaping throughout the 12.05 acre site, including shade trees adjacent to parking areas and open
space.
Additional site features include a football stadium, a track & playing field, a central quad, and various connecting
pathways. The site is gently sloping down from south to north resulting in some existing retaining walls. There are no
other noteworthy geologic features. Underground water, sewer, storm sewer, natural gas, and electricity currently
supply the site and Ashland High School.
Subject Parcel: Assesor’s Map 39 1E 09DA
City of Ashland zoning map (R‐2)
V. Findings of Fact:
SITE DESIGN REVIEW 18.5.2.020 APPLICABILITY
Written Findings
A. 2. New non‐residential structures or additions in any zone, including public buildings, schools, churches, and similar public and quasi‐public uses in residential zones.
The proposed design includes a 2,539 square foot science classroom addition and a 1,249 square foot elevator and restroom addition.
Exhibit F Light Fixtures Exhibit G Tree Removal Narrative
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18.5.2.050 APPROVAL CRITERIA Written Findings
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.
The subject property is zoned Single Family Residential (R‐2). Public schools are permitted within this zone. Refer to the attached Exhibit B for setbacks, building heights, and separation.
The building and site design complies with all underlying R‐2 zone standards. Refer to the attached Exhibits B, C, and D and the following narrative for design details.
The approximate overall site coverage is currently 31.6% buildings, 43.1% landscaping, and 25.3% impervious surfacing such as driveways, parking areas, and the track.
The proposed overall site coverage will be 31.7% buildings, 42.8% landscaping, and 25.5% impervious surfacing.
B.Overlay Zones. The proposal complies with applicable overlay zone requirements (part 18.3).
The proposal complies with all applicable overlaying zone requirements. A narrow portion of the subject site overlaps the historic downtown district overlay zone along Siskiyou Boulevard. See Exhibit B attached and written findings below for applicability of AMC section 18.4.2.050 Historic District Development.
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.
The site was originally developed in the 1960s and the existing conditions comply with most of, but not all of the applicable Site Development and Design Standards. The proposed design increases compliance with standards pertaining to parking, accessibility, and bicycle parking within the areas of project scope.
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.
The attached Exhibit C provides Civil plans demonstrating adequate facilities for storm drainage, public utilities, and access. See C4.0 Grading and Drainage Plan and C5.0 Overall Site Utility Plan.
18.5.2.040 APPLICATION SUBMISSION REQUIREMENTS Written Findings
B. Site Design Review Information. In addition to the general information required for Site Design Review, the applicant shall provide the following information.
This application contains all required information within this application narrative and the attached Exhibits listed in section ‘III. Attachments.‘
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BUILDING PLACEMENT, ORIENTATION, AND DESIGN 18.4.2.040 B. Basic Site Review Standards
Written Findings
1. Orientation and Scale
The proposed development expands the current campus by approximately 1.8%. Due to the limited nature of the development, improvements to existing building orientation and scale will not be feasible. The design will however apply this code section to all proposed work.
The following has been observed on site:
a. Buildings shall have their primary orientation toward the street and not a parking area. Automobile circulation or off‐street parking is not allowed between the building and the street. Parking areas shall be located behind buildings, or to one side. See Figure 18.4.2.040.B.1.
Existing buildings on site have been oriented toward the street whenever possible. The proposed building additions support this code section. Existing auto circulation & off‐street parking is not located between buildings and the street, parking is located toward the lesser order of the streets. No changes to auto circulation are proposed. See the attached Exhibit B for details.
b. A building façade or multiple building facades shall occupy a large majority of a project’s street frontage a illustrated in Figure 18.4.2.040.B, and avoid site design that incorporates extensive gaps between building frontages created through a combination of driveway aprons, parking areas, or vehicle aisles. This can be addressed by, but not limited to, positioning the wider side of the building rather than the narrow side of the building toward the street. In the case of a corner lot, this standard applies to both street frontages. Spaces between buildings shall consist of landscaping and hard durable surface materials to highlight pedestrian areas.
Existing building facades occupy the majority of the project’s street frontage on Mountain and Siskiyou, the higher order streets. The proposed building additions support this code section, and the proposed landscape improvements support this code section. See the attached Exhibits B and D for details.
c. Building entrances shall be oriented toward the street and shall be accessed from a public sidewalk. The entrance shall be designed to be clearly visible, functional, and shall be open to the public during all business hours. See Figure 18.4.2.040.B.1.
The Ashland High School campus is access from several points of entry. The admin entrance on S Mountain Ave is the primary entrance for visitors, which is accessible via a public sidewalk. Not all of the ten existing buildings on site are accessible from public sidewalk. The proposed project will improve accessibility to the Humanities Building, English Building, and Science/Library Building through the installation of new ramps. All new accessible routes will incorporate ADA parking signage and way‐finding signage per this code section. See the attached Exhibits B, and C.
d. Building entrances shall be located within 20 feet of the public right of way to which they are required to be oriented. Exceptions may be granted for topographic constraints, lot configuration, designs where a greater setback results in an improved access or for sites with multiple buildings, such as shopping centers, where other buildings meet this standard.
No new buildings are included in the proposed development plans.
Existing building entrances are located within 20 ft of the ROW whenever possible, responding to the existing campus lot configuration. See the attached Exhibit B for details.
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BUILDING PLACEMENT, ORIENTATION, AND DESIGN 18.4.2.040 B. Basic Site Review Standards
Written Findings
e. Where a building is located on a corner lot, its entrance shall be oriented toward the higher order street or to the lot corner at the intersection of the streets. The building shall be located as close to the intersection corner as practicable.
No new buildings are included in the proposed development plans.
f. Public sidewalks shall be provided adjacent to a public street along the street frontage.
Public sidewalks are present at all street frontages.
2 Streetscape. One street tree chosen from the street tree list shall be placed for each 30 feet of frontage for that portion of the development fronting the street pursuant to subsection 18.4.4.030.E.
The current street trees are in compliance with this code section. No right of way improvements are proposed.
3.a. Landscape areas at least ten feet in width shall buffer buildings adjacent to streets, except the buffer is not required in the Detail Site Review, Historic District, and Pedestrian Place overlays.
3b. Landscaping and recycle/refuse disposal areas shall be provided pursuant to chapter 18.4.4.
The proposed project complies with this criterion.
Recycle/Refuse areas are located behind the gymnasium and behind the auto shop. Due to the limited nature of the proposed development, these dumpsters and their enclosures are outside of the project scope.
Included in the proposed development are two emergency generators to serve the science building and the humanities building. These will be screened according to code section 18.4.4.030G Other Screening Requirements. See the attached Exhibit B and D for details concerning screening structures and landscaping.
5.Noise and Glare. Artificial lighting shall meet the requirements of section 18.4.4.050. Compliance with AMC 9.08.170.c and AMC 9.08.175 related to noise is required.
The proposed design will reduce the amount of artificial lighting and glare currently present on site due to the implementation of energy upgrades to parking lot lighting and exterior mounted lighting. The proposed site lighting design will bring the project up to current City Standards. See the attached Exhibit E and F for details. The proposed design does not intend to utilize any bright or neon colors that could potentially cause signage or illumination issues. Lighting within the exterior corridor spaces will receive an energy upgrade with controls that will automatically dim the lights after‐hours, improving neighborhood impacts.
The proposed design will not change or increase the amount of noise on site and complies with this criterion.
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BUILDING PLACEMENT, ORIENTATION, AND DESIGN 18.4.2.040 B. Basic Site Review Standards
Written Findings
6. Expansion of Existing Sites and Buildings. For sites that do not conform to the standards of section 18.4.2.040 (i.e., nonconforming developments), an equal percentage of the site must be made to comply with the standards of this section as the percentage of building expansion.
The proposed development expands the current campus by approximately 1.88%. See the attached Exhibits A and B.
Several proposed improvements to nonconformities including bicycle parking, vehicular parking, and drought tolerant landscaping/irrigation are proposed amounting to an impact of 2.8% of the site. See the attached Exhibit B, C, D, and E.
City of Ashland Overylay Zones: Historic District & Hillside Lands
18.4.2.050 Historic District Development Written Findings
A2. Applicability. The City of Ashland has adopted ordinances to assure that all development in the Historic District overlay remains compatible with the existing integrity of the Historic District. b. If a development requires a Type I, II, or III review procedure (e.g., Site Design Review, Conditional Use Permit) and involves new construction, or restoration and rehabilitation, or any use greater than a single‐family use, the authority exists in the law for the Staff Advisor and the Planning Commission to require modifications in the design to match these standards. In this case the Historic Commission advises both the applicant and the Staff Advisor or other City decision maker.
The Ashland High School property overlaps the Historic District Overlay along its southern property line. The buildings that fall within this overlay zone are the District Office Building (no work proposed), the English Building (plumbing upgrades proposed), and the Science/Library Building (interior renovations and classroom addition proposed). The proposed science classroom addition will be reviewed by the historic commission to ensure that its design is compatible with the integrity of the Historic District. The proposed design considers the height, scale, massing, and form of the original science building structure. The addition fits within the existing perimeter of the structure where a
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18.4.2.050 Historic District Development Written Findings
covered outdoor corridor currently exists. Visually, there will be little change from the existing building profile. See the attached building elevations for details. Photos taken from the edge of the historic district overlay zone looking into the High School site are included below for reference.
View of the Science Building from Siskiyou Blvd
18.4.3 PARKING, ACCESS, AND CIRCULATION Written Findings
18.4.3.030 A. Minimum Number of Off‐Street Automobile Parking Spaces. High Schools: 1.5 spaces per classroom, plus 1 space per 10 students the school is designed to accommodate; or the requirements for public assembly area, whichever is greater
Off‐street parking shall be provided pursuant to one of the following three methods and shall include required Disabled Person Parking.
The combination of all classrooms on site is fifty (50) classrooms and the school enrollment is 1,006. Fifty times 1.5 equals seventy‐five (75), and 1,006 divided by ten (10) equals 100.6, or 101. Therefore the required parking total is 176 spaces.
The site’s public assembly area is 3590 SF and requires 47 spaces, which is a lesser number thank 176.
The proposed design improves the parking lot layout for accessibility, and provides additional ADA van accessible parking stalls, resulting in a loss of three total parking spaces. The parking count provided below includes the adjacent student parking lot across Mountain Avenue. See the attached Exhibit B and C for details.
Public assembly
Min Req. Spaces:
Existing spaces:
Proposed Spaces:
47 176 209 206
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18.4.3 PARKING, ACCESS, AND CIRCULATION Written Findings
18.4.3.070 Bicycle Parking
F. Primary and Secondary Schools. Elementary, Junior High, Middle, and High Schools shall provide one sheltered bicycle parking space for every five students.
The design for bicycle parking will utilize all existing spaces provided on campus. Some racks will be relocated due to the proposed development to an existing covered outdoor space between Mountain Avenue and the central quad. Two additional spaces will be provided in the new location. See the attached Exhibit B for details.
Student Enrollment Existing Sheltered Spaces:
1006 140 Bikes; 48 Skateboards
I.3. All required exterior bicycle parking shall be located on‐site and within 50 feet of a regularly used building entrance and not farther from the entrance than the closest motor vehicle parking space. Bicycle parking shall have direct access to both the public right‐of‐way and to the main entrance of the principal use. For facilities with multiple buildings, building entrances or parking lots (such as a college), exterior bicycle parking shall be located in areas of greatest use and convenience for bicyclists.
The proposed design complies with this criterion. See the attached Exhibits B and C.
18.4.3.080 Vehicle Area Design
B. Parking Area Design. Required parking areas shall be designed in accordance with the following standards and dimensions as illustrated in 18.4.3.080.B. See also, accessible parking space requirements in section 18.4.3.050 and parking lot and screening standards in subsection 18.4.4.030.F.
The proposed design will provide some improvements to the existing parking lots pertaining to accessibility and way‐finding. See the attached Exhibit C for details. Due to the limited nature of the development, additional improvements will not be feasible.
18.4.4 LANDSCAPING, LIGHTING, AND SCREENING Written Findings
18.4.4.030 Landscaping and Screening F Landscaping. Parking Lot Landscaping and Screening. Parking lot landscaping, including areas of vehicle maneuvering, parking, and loading, shall meet the following requirements. Single‐family dwellings and accessory residential units are exempt from the requirements of subsection 18.4.4.030.F.2, below.
1. a. Parking lot landscaping shall consist of a minimum of seven percent of the total parking area plus a ratio of one tree for each seven parking spaces to create a canopy effect. 2. a. Screening Abutting Property Lines. A five‐foot landscaped strip shall screen parking abutting a
There are no new parking lots included in the proposed project scope. Due to the limited nature of the development, improvements to existing landscaping will not be feasible. The design will however apply this code section to all proposed work around parking lot upgrades. See the attached Exhibits C and D for details.
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18.4.4 LANDSCAPING, LIGHTING, AND SCREENING Written Findings
property line. Where a buffer between zones is required, the screening shall be incorporated into the required buffer strip, and will not be an additional requirement. 2. c. Screening at Required Yards. i. Parking abutting a required landscaped front yard or exterior yard shall incorporate a sight obstructing hedge screen into the required landscaped yard.
G. Other Screening Requirements. Screening is required for refuse and recycle containers, outdoor storage areas, loading and service corridors, mechanical equipment, and the City may require screening other situations, pursuant with the requirements of this ordinance.
4. Mechanical Equipment. Mechanical equipment shall be screened by placement of features at least equal in height to the equipment to limit view from public rights‐of‐way, except alleys, and adjacent residentially zoned property. Mechanical equipment meeting the requirements of this section satisfy the screening requirements in 18.5.2.020.C.4.
There are two emergency generators proposed to service the Humanities Building and the Science/Library Building. These will be screened according to this code section. See the attached Exhibit B and D for details concerning screening structures and landscaping.
Additionally, roof mounted mechanical units will be placed on both buildings, and will be screened according to this section. See the attached Exhibit B for the placement, size, and architectural character of mechanical screening elements.
18.4.5.030 Tree Protection Written Findings
A. Tree Protection Plan. A tree protection plan shall be approved by the Staff Advisor concurrent with applications for Type I, Type II, and Type III planning actions. If tree removal is proposed, a Tree Removal Permit pursuant to chapter 18.5.7 may be required.
A tree protection plan has been prepared by a licensed landscape architect for the proposed development areas. See the attached Exhibit D for details.
A detailed inventory of all existing trees and large shrubs on site was conducted by a licensed landscape architect and is included in the attached Exhibit D and G. By city ordinance 18.5.7.020.B.4, ‘Significant Trees’ require a Tree Removal Permit before removal can occur. The proposed project will not result in the removal of any Significant Trees, and therefore a tree removal permit will not be required.
NOTES:1. Underground Utilities shown hereon are from field locate markings by other per utility locate
ticket number 20214515.2. Initial field work completed August 14, 2020 and supplemented on September 28, 2020
BENCHMARK:NAVD88 via RTK GPS Observations
LEGEND:AD AREA DRAIN
CB CATCH BASIN
SDCI CURB INLET MANHOLE
FH FIRE HYDRANT
ICV IRRIGATION CONTROL VALVE
J-BOX PULLBOX - ELECTRIC
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
ST LT STREET LIGHT
T PED TELECOMMUNICATION PEDESTAL
WV WATER VALVE
Topographic Survey - OverallLocated at:
Ashland High School,201 South Mountain Avenue
Section 9, Township 39 South, Range 1 East, Willamette Meridian,City of Ashland, Jackson County, Oregon
REGISTEREDPROFESSIONAL
LAND SURVEYOR
July 13, 1999
JOHN R. PARIANI#51382
Renews: December 31, 2020
OREGON
EXHIBIT A: Page 1 of 1
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
Type I Site Design Review
EXHIBIT B: Page 6 of 11
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
Type I Site Design Review
EXHIBIT B: Page 7 of 11
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
Type I Site Design Review
EXHIBIT B: Page 8 of 11
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
Type I Site Design Review
EXHIBIT B: Page 9 of 11
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
Type I Site Design Review
EXHIBIT B: Page 10 of 11
Page 1
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
4"
4-3/4"
3/16"1/2"
Industry Best
LED Warranty
1100Year1100Year
1010
Fine TUNE
GENERATION 1
4"
4"0.4"
4"
5-3/4"
3/16"1/2"
1"
4"
4"
1/2"
4"
4"
1/2" 1/2"
4"
5"
1"
High Performance 4" Aperture Wall Mount family includes Indirect/Direct, Direct, Indirect, and Wall Wash Arm Mount luminaires. HP-4 delivers excellent performance using an advanced optical design and mid-power LEDs to achieve 90% of initial light output at 100,000+ hours.
This product is enrolled in the International Living Future Institute (ILFI) Declare 2.0 Program
Red List Approved and Declared status.
CROSS SECTIONS
Indirect/Direct
(standard)
(standard) (standard)
Direct
(standard)
IndirectDirect
Regressed
(standard)
Indirect/Direct Direct
Indirect Wall Wash Arm Mount
Kicker(standard)
Wall Wash Arm Mount
(standard)
Indirect/DirectRegressed
Regress (standard)
11", 17", or 23"
1-15/16" 5"
1"
12", 18", or 24" Arm Length
Note: see page 6 for all aesthetic options
ALSO AVAILABLE IN
Recessed(R)
Pendant(D, ID, I)
Surface Mount(SM)
®
EXHIBIT F: Page 1 of 8
Direct
Direct
Page 2
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
MECHANICAL/OPTICAL OPTIONS ELECTRICAL OPTIONS
LED CRI/CCT Uplight Optics ID & I Only Downlight Optics ID & D Only Voltage
830 - 80 CRI, 3000K835 - 80 CRI, 3500K840 - 80 CRI, 4000K930 - 90 CRI, 3000K935 - 90 CRI, 3500K940 - 90 CRI, 4000K8TW - 80 CRI, Tunable White9TW - 90 CRI, Tunable White
TG - Top Glow (standard)F - FlushASY-L - Asymmetric Left OpticASY-R - Asymmetric Right OpticASYTG-L - Asymmetric Left Optic
with Top GlowASYTG-R - Asymmetric Right Optic
with Top Glow
F - Flush (standard) 1
BG - Bottom Glow 1
DL - 1" Drop Down Lens 1
RG-D 1, 2
RG-WCB 1, 2
RG-LHE - Hollowed Ellipse Louver 1, 2
RG-LHC - Hex Louver 1, 2
K - Kicker for Wall Wash only (standard)FO - Fully Open for Wall Wash only
96LG - 96 Low Gloss WhiteSSA - Semi-Specular
Aluminum for Wall Wash only
120 - 120 Voltage277 - 277 Voltage347 - 347 Voltage
1 Not available for Wall Wash2 Regressed only3 Contact factory for switching options4 Indirect/Direct only5 Add DTO to gain "Dim to Off" functionality (FC-10% - DTO)6 B & V outputs only7 Wall Mount only
8 Arm Mount only9 1" Drop Down Lens downlight only10 Available with Hollowed Ellipse Louver (LHE) only11 20 business days lead time for color12 Enlighted components installed by Finelite,
provided by others
13 Enlighted for Wall Wash fixtures. Enlighted Control Unit & Sensor Cable installed for Remote mounting sensor
BODY TYPE OUTPUT and LED TYPE
PlatformSeriesName
LuminaireType
Luminaire Distribution Total Length of RunUplight Output
ID & I OnlyDownlight Output
ID & D Only
HP - High Performance
4 WM - Wall Mount 1
WM RG - Wall Mount Regressed 1
AM - Arm Mount (Wall Wash only)
D - DirectWW-D - Wall Wash DirectID - Indirect/DirectI - Indirect
__________________
Minimum 2' section length. Increments accurate to 1/16" (±1/32"), standard. 12' maximum section length.
S - StandardB - Boosted StandardH - HighV - Very HighTL - Tailored:________lm/ft*
S - StandardB - Boosted StandardH - HighV - Very HighTL - Tailored:________lm/ft*
ELECTRICAL OPTIONS MOUNTING OPTIONS
Circuiting 3 Driver Selection Mounting Method
SC - Single Circuit* One single circuit in a run
DC - Dual Circuit* 4 Independent control of up and down separately in an
MC - Multi-Circuit*
More than one switch leg or zone. Factory shop drawings required
* Battery, Night Light, and Emergency to Generator circuits are in addition to the normal luminaire circuit(s)
0-10V Driver Options FC-10% - 0-10V 10% 5 (standard)FC-1% - 0-10V 1% 5
OSR-10% - Osram OTi, 0-10V 10% 5
OSR-1% - Osram OTi, 0-10V 1% 5
ELD-10V-0% - EldoLED SOLOdrive, 0-10V 0.1%OSR-10V-TW - Osram OTi, 0-10V 10% (Tunable White) 5
DALI Driver Options FC-DALI-1% - DALI 1%OSR-DALI-1% - Osram Dexal, 1%ELD-DALI-0% - EldoLED SOLOdrive, 0.1%ELD-DALI-TW - EldoLED DUALdrive LightShape, 0.1%
(Tunable White)
DMX Driver Options FIN-DMX - Finelite DMX 1% (Tunable White -
FineTune Controls Only) 6 ELD-DMX - EldoLED POWERdrive, 0.1%ELD-DMX-TW - EldoLED POWERdrive, 0.1%
(Tunable White) Lutron Driver Options LUT-ES1 - Lutron, Ecosystem 1%LUT-ES5 - Lutron, Ecosystem 5%LUT-2W - Lutron, 2-wire (120V only) 1%LUT-TW - Lutron T-Series, EcoSystem 0.1%
(Tunable White)
See Page 3 for additional driver options and details
MB - Mounting Bracket 7
AM12 - 12" 8
AM18 - 18" 8
AM24 - 24" 8
OTHER OPTIONS
Endcap Style FinishEmergency Style
(Optional)Integrated Sensor
(Optional)Special Options
(Optional)
FE - Flat Endcap (standard) DE - 1" Drop Endcap 9
OE - Open Endcap 10
SW - Signal White (standard)
FB - Finelite Black 11
SA - Satin Aluminum 11
#### - RAL Color Code 11 ____________
FAC CHO - Factory Choice Battery Back-upEM/GEN - Emergency to Generator NL - Night LightBSL722 - Bodine Battery Back upBSL310LP - Bodine Battery Back up GTD - Generator Transfer Device
OBO - Occupancy 1
OBD - Daylight 1
OBE - Enlighted 1, 12
REE - Remote Enlighted 13
RLA - Red List ApprovedRLD - Declared
* Specify lm/ft of outputs between Standard (S) and Very High (V). Consult factory for tailored lumen output outside of this range.
EXHIBIT F: Page 2 of 8
Clear Form
4'
Page 3
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
SUPPLEMENTARY DRIVER PAGE
0-10V Driver OptionsFC-10% Factory Choice, 0-10V 10% Dimming (Linear)
FC-10%-DTO (Linear)
FC-1% Factory Choice, 0-10V 1% Dimming (Linear)
FC-1%-DTO (Linear)
ELD-10V-0% EldoLED SOLOdrive, 0-10V 0.1% Dimming (Linear)
ELD-10V-1% EldoLED ECOdrive, 0-10V 1% Dimming (Linear)
OSR-10V-TW Osram OTi, 0-10V 10% Dimming, Tunable White (Linear)
OSR-10V-TW-DTO Tunable White (Linear)
OSR-10% Osram OTi, 0-10V 10% Dimming (Linear)
OSR-10%-DTO (Linear)
OSR-1% Osram OTi, 0-10V 1% Dimming (Linear)
OSR-1%-DTO (Linear)
DALI Driver OptionsFC-DALI-1% Factory Choice, DALI 1% Dimming (Logarithmic)
OSR-DALI-1% Osram Dexal, DALI 1% Dimming (Logarithmic)
ELD-DALI-0% EldoLED SOLOdrive, DALI 0.1% Dimming (Logarithmic)
ELD-DALI-1% EldoLED ECOdrive, DALI 1% Dimming (Logarithmic)
ELD-DALI-TW EldoLED DUALdrive Light Shape, DALI 0.1% Dimming, Tunable White (Logarithmic Dimming, Linear CCT Control)
DMX Driver OptionsFIN-DMX Finelite, DMX 1% Dimming, Tunable White - FineTUNE Controls Only (Linear)
ELD-DMX EldoLED POWERdrive, DMX 0.1% Dimming (8 Bit, 1CH) (Linear)
ELD-DMX-16 EldoLED POWERdrive, DMX 0.1% Dimming (16 Bit, 2CH) (Linear)
ELD-DMX-TW EldoLED POWERdrive, DMX 0.1% Dimming, Tunable White (8 Bit, 2CH - CH1 Warm / CH2 Cool) (Linear)
ELD-DMX-TW16 EldoLED POWERdrive, DMX 0.1% Dimming, Tunable White (16 Bit, 4CH - CH1, 2 Warm / CH3, 4 Cool) (Linear)
Lutron Driver OptionsLUT-ES1 Lutron, Ecosystem 1% Dimming
LUT-ES5 Lutron, Ecosystem 5% Dimming
LUT-2W Lutron, 2-wire (120V only) 1% Dimming
LUT-TW Lutron T-Series, EcoSystem 0.1% Dimming, Tunable White
EXHIBIT F: Page 3 of 8
Page 4
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
BODY TYPECONSTRUCTION: Precision-cut 6061-T6 extruded aluminum body. Internal joiner system, plug-together wiring, standard.
LENGTHS: Any length, 2' minimum, in increments down to 1/16" (±1/32"). 12' maximum section length. Hollowed Ellipse Louver (LHE), Hex Louver (LHC WCB) are available in 1' increments.
MITERED CORNERS 1 : Illuminated corners of greater than 60° and
"2 or Wall Wash. Corners not available with Wall Wash
(WW-D), Hollowed Ellipse Louver (LHE) or Hex Louver (LHC). Contact
factory for tailored lighting options.
OUTPUT AND LED TYPELIGHT OUTPUT: Four lumen packages available, Standard (S), Boosted Standard (B), High (H), and Very High (V). For lengths 3' and
packages and dual controls. For Tailored Outputs outside of range from Standard (S) to Very High (V), consult factory. Light engines are replaceable.
MECHANICAL/OPTICAL OPTIONSUPLIGHT OPTION 4 :
uniform, continuous illumination Optional: Flush frost white snap-in ASY-L distributes light to the
left, ASY-R distributed light to the right of the luminaire. Consult factory for more tailored lumen outputs.
DOWNLIGHT OPTION 5 :
uniform, continuous illumination. Available with Flush (F), Bottom Glow (BG), 1" Drop Down Lens (DL WCB) 6, Hollowed Ellipse Louver (LHE) 6, Hex Louver (LHC) 6, and Regressed
RG
to continue the luminous aesthetic. Consult factory for more tailored lumen outputs.
LUMEN MAINTENANCE: 90% of initial light output (L90) at 100,000+
REFLECTORS: Wall Mount: Die-formed 20-gauge cold-rolled steel
Arm Mount: The standard Semi-Specular Aluminum (SSA) Kicker (K)
can be easily removed for open distribution (FO).
ELECTRICAL FEATURESSTATIC WHITE FEED: Standard with one 18-gauge/5-conductor single-circuit feed controlling uplight and downlight together (power and dimming). Specify dual feeds for independent control of uplight and downlight. 14- gauge feed used when luminaire current exceeds 5 amps.
TUNABLE WHITE FEED: Standard with one 18-gauge/5-conductor single-circuit feed. 14-gauge feed used when luminaire current exceeds 5 amps. DMX and power feed at same location (standard). DMX feeds cannot be cut or spliced. DMX feeds should be ordered
STATIC WHITE DRIVER: Replaceable 120V, 277V, and 347V Constant Current Reduction dimming driver standard. Can be wired dimming or non-dimming. 0-10V dimming controls with a range of 10%- 100% standard. Dimming to 1% available. Separate dimming for uplight and downlight available. Driver is fully accessible from below the ceiling. - Power Factor:- Total Harmonic Distortion (THD): <20%- Expected driver lifetime: 100,000 hours
LUTRON DRIVER OPTIONS: - LUTES1 (Hi-lume 1% EcoSystem with Soft-On, Fade-to-Black dimming (LDE1 series))- LUTES5 (5-Series 5% EcoSystem (LDE5 Series))- LUT2W (Hi-lume 1% 2-wire, 120V forward phase dimming (LTEA series)).
TUNABLE WHITE DRIVER: Replaceable LED driver. Driver is accessible from below the ceiling. 120V, 277V, and 347V. - Power factor:- Total Harmonic Distortion (THD): <20%- Dimming Range: 100%-10% - Expected driver lifetime.: 100,000 hours- FineTune DMX is 1%
Continued
SPECIFICATIONS
1 Not available with Wall Wash2 Indirect/Direct and Direct only3
4 Wall Mount Indirect/Direct, Wall Mount Regressed Indirect/Direct, and Wall Mount Indirect only5 Wall Mount Indirect/Direct, Wall Mount Regressed Indirect/Direct, Wall Mount Direct, and Wall Mount Regressed Direct only6 Wall Mount Regressed Indirect/Direct & Wall Mount Regressed Direct only
EXHIBIT F: Page 4 of 8
Page 5
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
LUTRON TUNABLE WHITE DRIVER OPTION: LUT-TW (1% T-Series 2-Channel Digital Tunable White (PSQ Series)).
MOUNTING OPTIONSHANGING HARDWARE: Wall Mount: Luminaire hangs securely from mounting brackets fastened directly to the wall for easy installation.
behind the luminaire. Arm Mount: bracket mounts directly to wall j-box, extends luminaire 12", 18", or 24" from wall. Other lengths available. Consult factory.
TUNABLE WHITE DMX HANGING HARDWARE: For grid ceiling applications the dual GridBox™ mounting is supplied (standard). For hard ceiling applications the ceiling mounting box is supplied (standard). DMX feeds cannot be cut or spliced. DMX feeds should be
are 5' (standard), 12', and 30'.
TUNABLE WHITE DMX INTERCONNECTION CABLES: Luminaires are pre-wired with plug-and-play interconnection cables to support easy plug-together joining of luminaire runs. If a non-FineTune DMX
OTHER OPTIONSENDCAPS: Flat diecast aluminum endcaps (FE) add 1/4" to each end of luminaire. 1" Drop Down Lens Endcap (DE) 7
element to continue luminance of drop lens. Open Endcap (OE) is for use with the Hollowed Ellipse Louver (LHElouver.
EMERGENCY STYLE: Optional emergency to generator/inverter wiring, internal generator transfer switch, nightlight wiring, step-
battery available. - Indirect/Direct: Backup batteries deliver 1854 lumens.
8' minimum luminaire length. 2' illuminated (downlight standard).- Direct: Backup batteries deliver 1854 lumens.
8' minimum luminaire length. 2' illuminated.- Indirect: backup batteries deliver 2057 lumens.
8' minimum luminaire length. 2' illuminated.- Wall Wash: backup batteries deliver 2000 lumens.
8' minimum luminaire length. 2' illuminated.
TUNABLE WHITE ELECTRICAL OPTIONS 8: - TW Driver Options 0-10V: EM/GEN, GTD or Battery Back up- FineTune DMX: EM/GEN or Battery Back up- DMX: Battery Back up- DALI: EM/GEN, GTD or Battery Back up- LUTRON: EM/GEN, GTD or Battery Back up
INTEGRATED SENSORS: Integrated PIR (Passive Infrared) occupancy or daylight sensors available with Flush and Bottom Glow
Enlighted Sensor tech sheets for more info.
FINISHES: Finelite Signal White (SW) powder coat, Finelite Black (RAL FB) 9, and Satin Aluminum (SA) 9 are
standard. Optional Adder: 185 RAL colors 9 are available.
LABELS: Luminaire and electrical components are ETL-listed conforming to UL 1598 in the U.S.A. and CAN/CSA C22.2 No. 250.0 in Canada. In accordance with NEC Code 410.130 (G), this luminaire contains an internal driver disconnect. UL 924 and UL 2108 - PoE
Location. Finelite products use electronic components that are RoHS compliant, and the mechanical components of the luminaire have
per RoHS Directive 2015/863. Consult factory for tailored lighting options. putting healthier products on your projects. Simply add – RLA (Red List Approved) or – RLD (Declared Label) to your part number.
WEIGHT 10: (luminaire only)
DLC QUALIFIED:www.designlights.org/search
WARRANTY: 10-year performance-based warranty on all standard components. Optional accessories such as emergency battery packs are covered by their individual manufacturer warranties.
SPECIFICATIONS
7 Available in Indirect/Direct Regressed & Direct Regressed only8
9 20 business days lead time for color10 Excludes Battery Back up and Generator Transfer Device weight
EXHIBIT F: Page 5 of 8
Page 6
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
1 Not available with Wall Wash
F) BG) 1" Drop Down Lens (DL)
RG-D) 1 (RG-WCB)Kicker (K) - Wall Wash Arm Mount only
ASYMMETRIC OPTIONSUse this tool to understand how to specify Asymmetric for your project. The diagrams below show a linear run from power feed to ender. Specify, ASY-L distributes light to the left or ASY-R distributed light to the right.
Starter
ID #1
ID #2
Ender
Asymmetric Left Optic (ASY-L)
ID #1
ID #2
Ender
Starter
Asymmetric Right Optic (ASY-R)
AESTHETIC OPTIONS
Hollowed Ellipse Louver 1 (RG-LHE)Hex Louver 1 (RG-LHC)
EXHIBIT F: Page 6 of 8
F
Page 7
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
WALL WASH ARM MOUNT - Run Lengths & Mounting Location Examples
Tailored Lengths Available Down To 1/16" (±1/32")
The Flat Endcap adds 1/4" per endcap to the section length.
Endcap
1/4"
• = Bracket Location * = 12' Maximum spacing for two Arm Mount supports
2'
4'
8'
12'*
16'
24"
48"
96"
96" 96"
144"
6"
6"
6"
6"
6" 6" 6" 6"
6"
6"
6"
6"
Endcap Information
EXHIBIT F: Page 7 of 8
Page 11
Submitted by: Date:
Type: Project:
Ordering Info:
Protected by one or more US Patents: 8915613; D702,391; D702,390; D700,732
High Performance 4" Aperture (HP-4)Wall Mount and Arm Mount
BUY AMERICAN ACT OF 2009 COMPLIANT
1077
1436
718
359
4"
4"
1/2"
0.0 22.5 45.0 67.5 90.0 FLUX0 1436 1436 1436 1436 14365 1428 1428 1427 1427 1427 13515 1363 1353 1358 1357 1350 38225 1236 1221 1226 1219 1212 56335 1060 1047 1048 1037 1030 65345 859 849 848 836 831 65255 647 639 637 628 623 56865 434 432 431 425 424 42575 236 236 237 235 236 25085 67 68 69 70 69 7790 0 0 0 0 0
Direct Photometry -
HP4-WM-D-4'-V-835Downlight:
100 lm/WTotal luminaire output: 3705 lumens (926 lm/ft)
37 watts (9.3 W/ft)Peak Candela Value: 1436 @ 0ºCRI: 80 / CCT: 3500KITL LM79 Report 85124
1 V2 Based on ITL report: 85124
Total Light Output, 3500K, 80 CRI (Lumens) - 4' Luminaire
S 1 B 1 H 1 V 2
1517 1907 2882 3705
Light Output, 3500K, 80 CRI (Lumens Per Foot)
S 1 B 1 H 1 V 2
379 477 720 926
Power, 3500K (Watts Per Foot)
S 1 B 1 H 1 V 2
3.6 4.6 7.1 9.3
S 1 B 1 H 1 V 2
105 107 102 100
H
Lumen Adjustment Factor:
Total Light Output:
Total Light Output per Foot:
watts/foot: 7.1 W/ft.
= = 80 lm/W568
7.1
lmft.Wft.
Lumen Adjustment Factors 80 CRI
3000K 0.985
3500K 1.000
4000K 1.032
Lumen Adjustment Factors 90 CRI
3000K 0.746
3500K 0.760
4000K 0.789
Sample Lumen Adjustment Calculation
S - Standard Output, B - Boosted Standard Output, H - High Output, V - Very High Output
EXHIBIT F: Page 8 of 8
Direct Photometry -
Total Light Output, 3500K, 80 CRI (Lumens) - 4' Luminaire
2882
Light Output, 3500K, 80 CRI (Lumens Per Foot)
720
Power, 3500K (Watts Per Foot)
7.1
Downlight:
Complete LM79 LED Photometry
December 21, 2020 City of Ashland Tree Commission 20 East Main Street Ashland, OR 97520 Re: Tree Removal Narrative Ashland High School Modernization Project Dear Ashland Planning Staff and Tree Commission Members: Efforts were made in the planning and design process of the Ashland High School Modernization Project to accommodate and retain existing trees. The project site includes numerous trees across campus. Only a small portion of those are in locations that are affected by proposed construction. Proposed site improvements are geared primarily towards improving accessibility with new walkways, ramps, and stairs, and raising the existing ‘sunken plaza’ to be level with surrounding grades. Eleven (11) trees and large shrubs were determined to be in close proximity to proposed construction and potentially affected by construction, and of those, five (5) are proposed for removal. Of those proposed for removal, two (2) multi-trunk shrub species (both in poor condition), a Portuguese Laurel and a Torulosa Juniper, have a combined diameter at breast height (dbh) of 12” or greater. Three (3) trees with a dbh less than 12” but greater than 6” will also be removed as a part of the project. (See Tree Removal Summary below.) Removal of these trees and large shrubs will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. Additionally, the removal of these trees and large shrubs will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. One or more trees are planned to be planted in the new landscape as mitigation for each tree greater than 6 inches in diameter that is removed. The Site Design Review Preliminary Planting Plan identifies new trees to be planted as part of the project. TREE REMOVAL SUMMARY:
Shrubs 12” dbh and larger - 2 Trees <12” dbh and > 6” dbh - 3
Total: 5 Tree #1: 14” Red Pine. Retain.
Tree #2: 10” Birch tree. This tree is within the construction zone, and will be removed.
Tree #3: 14” Maple. Retain.
Tree #4: 30” Red Maple. Retain.
EXHIBIT G: Page 1 of 2
Tree Removal Narrative Ashland High School Modernization Project December 21, 2020
Covey Pardee Landscape Architects Page 2 of 2
Tree #5: 13” Mulberry. Retain.
Tree #6: 18” Pine tree. Retain.
Tree #7 (Shrub): Multi-trunk 5”, 6”, 7” Portuguese Laurel shrub. This shrub is within the construction zone, and will be removed.
Tree #8: 6” Golden Rain Tree. Retain.
Tree #9: 8” Dogwood. This tree is within the construction zone, and will be removed.
Tree #10: 10” Dogwood. This tree is within the construction zone, and will be removed.
Tree #11 (Shrub): Multi-trunk 8”, 9”, 10” Torulosa Juniper shrub. This shrub is within the construction zone, and will be removed.
The proposed project will include new trees selected for hardiness, beauty, and longevity, and coordinated with the overall project design. Respectfully, Alan Pardee Covey Pardee Landscape Architects
EXHIBIT G: Page 2 of 2
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
HISTORIC REVIEW
10'-1"
8'-2"
8'-10 1/2"31'-2 1/2"
POLYCARBONATE PARAPET
WALL CLADDING
PERFORATED METAL
WALL PANEL - PAINTED
NEW EXTERIOR PLASTER
STUCCO - INTEGRAL
COLOR
NEW CONCRETE MASONRY BLOCK
WALL
PERFORATED METAL
PARPAPET / GUARDRAIL
CLASSROOM ADDITION
48'-10"
Sheet Issue
Sheet No
Sheet Ref
426 a street, suite 101
ashland, OR 97520
541-591-9988 | www.arkitek.us
Vérificateur
Project No: 19-031
Ashland School District
Ashland High School Modernization Project
201 S MOUNTAIN AVENUE, ASHLAND OR 97520
Date: 12/21/20
HC.01
Approbateur
1" = 20'-0"
BUILDING A - EXISTING SOUTH ELEVATION
1
1" = 20'-0"
BUILDING A - PROPOSED SOUTH ELEVATION
2
BUILDING AELEVATION COMPARISON
HC.01
1
2
BUILDING A - EXISTING SOUTH ELEVATION
BUILDING A - PROPOSED SOUTH ELEVATION
1’’ = 20’
1’’ = 20’
41’-5’’37’ -3’’
27’-2’’22’-2’’
10’-2’’
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
HISTORIC REVIEW
17'-8"
15'-10"3'-4 1/2"
36'-10 1/2"
4'-1 1/2"
10'-1"
17'-0"
31'-2 1/2"
EXTERIOR PLASTER
STUCCO - INTEGRAL
COLOR
POLYCARBONATE MECHANICAL
ENCLOSURE
METAL PANEL
ROOF
HOLLOW METAL DOOR
WITH VISION LITE
STAINLESS STEEL
EXPANSION JOINT
COVER
ALUMINUM
STOREFRONT
WINDOW
PERFORATED METAL
PARAPET / RAILING
POLYCARBONATE PARAPET
WALL CLADDING
NEW DOUBLE WIDE
SECURE CAMPUS
ENTRY DOOR
DISTRICT
OFFICE
EXISTING
GRADE
6'-6" PERFORATED
METAL SCREENING
NEW CONCRETE
MASONRY BLOCK
WALL
CLASSROOM ADDITION
73'-3"
Sheet Issue
Sheet No
Sheet Ref
426 a street, suite 101
ashland, OR 97520
541-591-9988 | www.arkitek.us
Vérificateur
Project No: 19-031
Ashland School District
Ashland High School Modernization Project
201 S MOUNTAIN AVENUE, ASHLAND OR 97520
Date: 12/21/20
HC.02
Approbateur
1" = 20'-0"
BUILDING A - WEST ELEVATION (E)
1
1" = 20'-0"
BUILDING A - WEST ELEVATION (HC)
2 BUILDING AELEVATION COMPARISON
HC.02
1
2
BUILDING A - EXISTING WEST ELEVATION
BUILDING A - PROPOSED WEST ELEVATION
1’’ = 20’
1’’ = 20’
41’-5’’37’ -3’’
27’-2’’22’-2’’
10’-2’’ 4’-6’’
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
HISTORIC REVIEW
Design Narrative:
The Ashland High School property overlaps the Historic District Overlay along its southern property line at Siskiyou Blvd. The Science/Library Building narrowly overlaps this overlay zone where interior renovations and a classroom addition are proposed. Illustrations shown here.
The proposed design of the science classroom addition considers the height, scale, massing, and form of the original science building structure. The addition fits within the existing perimeter of the structure where a covered outdoor corridor exists currently. Visually, there will be little change from the existing building profile.
EXISTING ARCHITECTURE
SCIENCE CLASSROOM ADDITION (MASONRY BELOW, POLYCARBONATE
ABOVE WITH WIRE MESH RAIN SCREEN)
EXISTING RVTD BUS STOP AT SISKIYOU BLVD
WIRE MESH ARCHITECTURAL SCREEN WITH TRAILING VINES
ROOFTOP TEACHING TERRACE
HC.03
ARCHITECTURAL RENDERINGS
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
design and architecture, llc
arkitek:
426 a streetashland, or 97520tel: 541.591.9988
12/23/2020
HISTORIC REVIEW
17'-8"
15'-10"3'-4 1/2"
36'-10 1/2"
4'-1 1/2"
10'-1"
17'-0"
31'-2 1/2"
EXTERIOR PLASTER
STUCCO - INTEGRAL
COLOR
POLYCARBONATE MECHANICAL
ENCLOSURE
METAL PANEL
ROOF
HOLLOW METAL DOOR
WITH VISION LITE
STAINLESS STEEL
EXPANSION JOINT
COVER
ALUMINUM
STOREFRONT
WINDOW
PERFORATED METAL
PARAPET / RAILING
POLYCARBONATE PARAPET
WALL CLADDING
NEW DOUBLE WIDE
SECURE CAMPUS
ENTRY DOOR
DISTRICT
OFFICE
EXISTING
GRADE
6'-6" PERFORATED
METAL SCREENING
NEW CONCRETE
MASONRY BLOCK
WALL
CLASSROOM ADDITION
73'-3"
Sheet Issue
Sheet No
Sheet Ref
426 a street, suite 101
ashland, OR 97520
541-591-9988 | www.arkitek.us
Vérificateur
Project No: 19-031
Ashland School District
Ashland High School Modernization Project
201 S MOUNTAIN AVENUE, ASHLAND OR 97520
Date: 12/21/20
HC.02
Approbateur
1" = 20'-0"
BUILDING A - WEST ELEVATION (E)
1
1" = 20'-0"
BUILDING A - WEST ELEVATION (HC)
2
POLYCARBONATE CLADDINGTranslucent
ROUND PERFORATED STEEL CLADDINGGuardrail/Parapet and Wall Painted (AHS School Red)
MASONRY BLOCK WALLGround FaceCastle White
BUILDING AMATERIALS
HC.04
1
1
2
2
3
3
3
ASHLAND HISTORIC COMMISSION Membership List
Commissioner’s Name
Term Expiration
Mailing Address
Home Phone
Work Phone
E-Mail Address
Dale Shostrom Chairman
4-30-2021 [email protected]
Keith Swink 4-30-2022 [email protected]
Sam Whitford 4-30-2021 [email protected]
Terry Skibby 4-30-2022 [email protected]
Tom Giordano 4-30-2023 [email protected]
Bill Emery 4-30-2023 [email protected]
Piper Von Chamier
4-30-2022 [email protected]
Beverly Hovenkamp
4-30-2021 [email protected]
Ellen Babin 4-30-2021 [email protected]
No one assigned Council Liaison
Planning Staff Maria Harris
City of Ashland Planning Dept.
552-2045 [email protected]
Regan Trapp Admin. Staff
City of Ashland Planning Dept.
552-2233 [email protected]
G:\comm-dev\Commissions & Committees\Historic Commission\Packets\Historic Commission Membership_Web.doc 4/30/2018