ARCHITECTURAL REVIEW BOARD MUNICIPAL PLANNING COMMISSION -AGENDA- Thursday, December 8, 2016 at 7:00 P.M.
Louis J. R. Goorey Worthington Municipal Building The John P. Coleman Council Chamber 6550 North High Street Worthington, Ohio 43085
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A. Call to Order - 7:00 pm
1. Roll Call
2. Pledge of Allegiance
3. Approval of minutes of the November 10, 2016 meeting
4. Affirmation/swearing in of witnesses
B. Municipal Planning Commission
1. Conditional Use
a. Recreational Facility in C-5 Zoning District – 679-D High St. (Shoma Jha/Centered Yoga & Movement) CU 17-16
C. Architectural Review Board
1. Unfinished
a. Sign – 882 High St. (Greg & Phil Giessler/Cam Taylor) AR 101-16
b. Holiday Inn Site Redevelopment – 7007 N. High St. (Alliance Hospitality, Inc.) AR 32-16
374 HIGHLAND AVE. • WORTHINGTON, OHIO 43085 • (614) 431-2424
2. New
a. New Gasoline/Convenience Store Station – Extension of Approval with Amendments – 2182 W. Dublin-Granville Rd. (United Dairy Farmers, Inc.) AR 128-16 (AR 45- 14)
b. Solar Panels – 661 Evening St. (Allen Eiger & Joanne Dole) AR 129-16
c. Fence – 215 E. Granville Rd. (Rebecca Ament) AR 130-16
D. Other
E. Adjournment
MEMORANDUM
TO: Members of the Architectural Review Board Members of the Municipal Planning Commission
FROM: Lynda Bitar, Planning Coordinator
DATE: December 2, 2016
SUBJECT: Staff Memo for the Meeting of December 8, 2016 ______
B. Municipal Planning Commission
1. Conditional Use
a. Recreational Facility in C-5 Zoning District – 679-D High St. (Shoma Jha/Centered Yoga & Movement) CU 17-16
Findings of Fact & Conclusions
Background & Request: This commercial building was constructed in the mid-1980’s, and has housed a mixture of retail businesses, offices, personal services and entertainment facilities over the years. This request is for approval to operate a yoga studio on the second floor at the west end of the building. The space was most recently occupied by Cut, Color, Style.
Project Details: 1. Centered Yoga and Movement would operate in the roughly 36’ x 28’ second floor space, which would also include a small office area. The first floor entrance is accessed from the courtyard at the back of the building, and leads not only to stairs but also a coatroom and restroom on the first floor. Other than the addition of the business name to the signage, no other exterior modifications are proposed. 2. The owner expects to have 10-12 people per each class, starting with a couple of classes a day. A variety of yoga and movement classes would be offered to clients of all ages.
Basic Standards and Review Elements: The following general elements are to be considered when hearing applications for Conditional Use Permits:
1. Effect on traffic pattern – Parking would be shared with the other Old Worthington businesses in the municipal parking lot. Clients should park in locations other than the spaces on High St. 2. Effect on public facilities – No effect has been identified. 3. Effect on sewerage and drainage facilities – The effect would be minimal. 4. Utilities required – No new utilities would be required. 5. Safety and health considerations – None have been identified. 6. Noise, odors and other noxious elements, including hazardous substances and other environmental hazards – None have been identified. 7. Hours of use – Varied times daily between 7:00 am to 9:00 pm. 8. Shielding or screening considerations for neighbors – Not applicable. 9. Appearance and compatibility with the general neighborhood – Signage would match the previously approved.
Land Use Plans: Worthington Conditional Use Permit Regulations The following basic standards apply to conditional uses in any "C" or "I" District: the location, size, nature and intensity of the use, operations involved in or conducted in connection with it, its site layout and its relation to streets giving access to it, shall be such that both pedestrian and vehicular traffic to and from it will not be hazardous, both at the time and as the same may be expected to increase with increasing development of the Municipality. The provisions for parking, screening, setback, lighting, loading and service areas and sign location and area shall also be specified by the applicant and considered by the Commission. Recreational Facilities are a conditionally permitted use in the C-5 Zoning District.
Worthington Design Guidelines, Architectural District Ordinance and Comprehensive Plan A good mix of restaurant and niche retail shops are appropriate for Old Worthington according to the Comprehensive Plan. Old Worthington is the heart and symbol of the Worthington community and it is one of the most successful original town centers in Ohio. Focus retail uses to the High Street corridor with particular attention on retail for first floors in Old Worthington.
Recommendations: Staff is recommending approval of the application, with a commitment by the business owner to direct clients away from the parking spaces on High St. as they should be reserved for retail and restaurant customers. The proposed use is appropriate for the second floor in this location, and meets the basic standards for conditional uses.
Motion: THAT THE REQUEST BY SHOMA JHA FOR A CONDITIONAL USE PERMIT TO OPERATE A RECREATIONAL FACILITY ON THE SECOND FLOOR AT 679-D HIGH ST., AS PER CASE NO. CU 17-16 DRAWINGS NO. CU 17-16, DATED NOVEMBER 23, 2016, BE APPROVED BASED ON THE PLANNING GOALS OF THE CITY, AS REFERENCED IN THE LAND USE PLANS AND FINDINGS OF FACT AND CONCLUSIONS IN THE STAFF MEMO AND PRESENTED AT THE MEETING.
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C. Architectural Review Board
1. Unfinished
a. Freestanding Sign Modification – 882 High St. (Greg & Phil Giessler/Cam Taylor) AR 101- 16
Findings of Fact & Conclusions
Background & Request: This building was constructed in 1987 and the property owners recently made improvements to the front entry of the building. This application is a request for approval to modify the freestanding sign. The request was originally on the September 8, 2016 agenda, but was tabled without discussion.
Project Details: 1. The plan involves replacement of the sign faces in the existing sign, and possibly repainting the sign box and post. 2. For the sign faces, three sections are proposed. The top would have Cam Taylor in bold red lettering and the web address in blue on a white background. In the middle would be the relocation network for the business, saying “Leading Real Estate Companies of the World” in 2 fonts and 3 sizes of white lettering on a red background. At the bottom, another logo comprised of white lettering on a blue background saying “Love your house; Love your neighborhood; Love Columbus” is proposed with 2 realtor symbols. 3. The sign is internally illuminated and the background, lettering and logos would be illuminated. 4. Once the graphic portion of a sign is replaced, it is supposed to be in conformance with the Code. Variances would be needed for the number of letter styles and sizes, and for having an internally illuminated background.
Land Use Plans: Worthington Design Guidelines and Architectural District Ordinance The Worthington Design Guidelines and Architectural District Ordinance recommend signs be efficient and compatible with the age and architecture of the building. While the regulations permit a certain maximum square footage of signs for a business, try to minimize the size and number of signs. Place only basic names and graphics on signs along the street so that drive-by traffic is not bombarded with too much information. Free-standing signs should be of the “monument” type (standing vertically, mounted on a ground-level base and not on a pole); they should be as low as possible. Such signs should have an appropriate base such as a brick planting area with appropriate landscaping or no lighting. Colors for signs should be chosen for compatibility with the age, architecture and colors of the buildings they serve, whether placed on the ground or mounted on the building. Signs must be distinctive enough to be readily visible, but avoid incompatible modern colors. Bright color shades generally are discouraged in favor more subtle and toned-down shades.
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Recommendation: Staff is recommending modification of this application. Basic business names, graphics and addresses on signs provide a simpler and clearer view for motorists. At the very least, matching as many fonts and sizes of lettering as possible would help to simplify the look of the sign.
Motion: THAT THE REQUEST BY GREG AND PHIL GIESSLER FOR A CERTIFICATE OF APPROPROPRIATENESS TO MODIFY THE FREESTANDING SIGN AT 882 HIGH ST., AS PER CASE NO. AR 101-16, DRAWINGS NO. AR 101-16, DATED JULY 15, 2016, BE APPROVED BASED ON THE FINDINGS OF FACT AND CONCLUSIONS IN THE STAFF MEMO AND PRESENTED AT THE MEETING.
b. Holiday Inn Site Redevelopment – 7007 N. High St. (Alliance Hospitality, Inc.) AR 32-16
Findings of Fact & Conclusions
Background & Request: This roughly 7.5 acre parcel, zoned C-4, Highway and Automotive Services, has been home to a hotel since 1975. The original approval was for a Hilton Inn. The brand has changed several times over the years with the most recent being the conversion to a Holiday Inn in 2007, which included many upgrades to the building and site.
The owner is proposing demolition of the existing hotel, and redevelopment of the site with a mix of uses. Concepts for the site were discussed at the March 10th, June 23rd, and November 10th ARB meetings, at which the applicant received feedback from the Board and the public. This submittal contains revisions of the architectural drawings; a drawing with the proposed buildings and the existing building together; and minor changes to the site plan. Changes to the lighting and landscaping have not been submitted.
Previous comments are italicized.
Project Details: 1. Uses: • Two hotels, with 110 guest rooms and 95 guest rooms, are proposed. The existing Holiday Inn has 232 guest rooms. • Other potential uses on the site are describe as restaurants and professional services. • In the C-4 Zoning District, personal and business services and hotels are Permitted Uses. Restaurants and offices (professional services) are Conditional Uses needing approval from the MPC. 2. Site Plan and Landscaping: • The proposed plan shows an entrance to the site from each of the adjacent rights-of- way. All three entrances would be situated similarly to existing site entrances. On W. Wilson Bridge Rd., the entrance is proposed at the west end; on Caren Ave. the proposed entrance is toward the middle of the site but on the eastern half; and on N. High St. the entrance would be near the middle of the site. Elimination of an existing Page 4 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
entrance toward the east end of the site on W. Wilson Bridge Rd. is proposed. • The buildings are laid out as in the last submission, concentrated to the north and east sides of the site, being further away from the adjacent residential than the existing hotel. • W. Wilson Bridge Rd. - Three building are proposed along W. Wilson Bridge Rd. about 36’ from the roadway and 20’ from the existing right-of-way line. The City has requested an additional 15’ of right-of-way be dedicated, so the building would be 5’ from the new line. In addition to the existing grass strip and sidewalk in the right-of- way, an area to plant street trees and a sidewalk adjacent to the buildings are proposed. Two pedestrian access points would be provided between the buildings which would also allow for restaurant seating areas. o At the west end of the site would be the drive entrance with one lane in and two lanes out, separate by an island with trees. o A small parking area with a screen wall would be adjacent to the east. Included is a service area that apparently leads to interior storage of trash, etc. Clarification of how service areas work is needed for the entire site. o Building #1 – This building would be about 158’ from the west property line, and 95’ wide. The building is designated for professional services. o Building #2 - A 140’ wide restaurant is proposed 40’ west of Building #1 with a pedestrian access, planting and seating area between the buildings. o Building #3 - At the east end would be a 131’ wide building housing a 95 key hotel, and a restaurant on the first floor. Between Buildings #2 and #3 would be a 51’ wide pedestrian access, planting and seating area. Building #3 would be 17’ from the east property, at the rear of the BP site. • Building #4 – This building would be a 110 key hotel located about 153’ from the south property line and 225’ from the west property line. A 3987 square foot restaurant would be on the first floor at the west end of the hotel. • A traffic circle denoted as the “Village Square” is proposed between Buildings #2, 3 & 4, with a fountain in the middle. The areas adjacent to the traffic lanes would provide pedestrian access, planting and seating opportunities. The road leading to the “Village Square” from the W. Wilson Bridge Rd. entrance would be tree-lined, and have sidewalks and parallel parking. From the south entrance off of Caren Ave., there would also be tree islands and a sidewalk to accommodate pedestrians. • N. High St. – Two buildings are proposed along the N. High St. frontage with a drive entrance between. The buildings are now proposed about 20’ from the existing right- of-way, which is an additional 5’ from the last proposal. Right-of-way dedication of 15’ is now shown on the plan. Both buildings would be lower than the street due to the dramatic change in grade west from N. High St. There would be sidewalks extending from both N. High St. and Caren Ave. to these buildings, with a pedestrian connection between the buildings. o Building #5 – This building is shown 16’ from the BP property line; 68’ in width; and 72’ deep. The building was reduced in size to accommodate the additional setback while retaining parking. It is designated as a restaurant. Additional accessible parking may be required in closer proximity to the building. o Building # 6 – Designated as a professional service building, this building would be 73’ wide along N. High St. and 128’ wide along Caren Ave. Page 5 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• A sidewalk is shown along the southern edge of the site, with access to the public sidewalk east of the Caren Ave. entrance, and at the southwest corner of Building #6. • Stairs to the existing sidewalk west of the site are planned to allow pedestrian access for the residents. • The remainder of the site would be surface parking with tree islands added. The applicant calculates 517 parking spaces would be required on the site based on the proposed uses, and 388 spaces are being provided. Should there be any times the site could not accommodate all of the guests, parking agreements with property owners to the south may be possible. Any parking agreements obtained would be subject to approval by the Board of Zoning Appeals with the variance request. • A combination of evergreen and deciduous trees and shrubs are proposed to be densely planted along the west and south property lines adjacent to the existing residential properties. • The Arbor Advisory Committee reviewed the plans and made the following comments: o Pyrus Calleryana (Cleveland Select) Pear trees can hybridize and are now being considered an invasive species by some, and should not be used. o Street trees species recommendations: Exclamation London Plane; Espresso Kentucky Coffeetree; Nyssa Sylvatica “Red Rage” or “Wildfire” – Not Tupelo Tower o Low shrubs (Taxus?) should be added along Caren Ave. o Only native species should be used in Caren lot (not sure if that is already the case). o Diversify screen planting around BP station – add arborvitae, etc. o West/southwest screening recommendations – Viburnum Prunifolium, Canadian hemlock, Cornelian Cherry Dogwood, Arborvitae, Serbian Spruce, Winterberry and ilex x meserveae Holly. The Committee thought the Blue Spruce, which needs full sun, may not be ideal for that planting in the quantities shown. o Need to see specs for planting (not sure what ODOT specs are) o Need appropriate bed depth and type of fill in parking islands o Why are there not any foundation plantings? • Consideration should be given to burying overhead utility lines at the south property line. • A storm water plan will be required. • A preliminary traffic study has been submitted, but additional information will be needed to determine the viability of installation of a traffic signal at the W. Wilson Bridge Rd. entrance. 3. Buildings: • The buildings are all shown as having four-sided architecture that is described as Colonial style. A variety of building heights, roof forms, materials and details are proposed across the site. Specific material and color combinations have been added to the submittal. The siding would be cementitious, and the proposed slate roof would be a manufactured material. Storage of mechanical equipment on the roof would likely be possible on all buildings. • Building #1 – o One-story; 6967 square feet (sf); professional services o Combination of different gabled roof lines to give the look of many different 1 ½ Page 6 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
story buildings; Weathered Green slate and Weathered Zinc standing seam metal roofing o South side entrance only; service door on west with screen wall at service area adjacent to parking o Four bricks Redburn, Battlecreek, Illini Commons and Ridgeland; beaded lap siding in Moir Gold, Bassett Hall Green and Chesapeake Blue; divided light windows; chimneys • Building #2 – o One story; 10,099 sf; restaurant o Combination of different roof lines to give the look of many different 1½ and 2 story buildings; Weathered Green and Slate Gray slate roofing, Medium Bronze and Colonial Red standing seam metal roofing o Entrances on the south, east and west sides; service entrances on the north side o Three bricks Redburn, Celtic Grey, Ellsworth; lap siding in Ewing Blue, Greenhow Vermillion, and Governor’s Gold; divided light windows on first and second floors, storefront windows, chimneys, dormers, awnings • Building #3 – o Four story hotel with 3264 sf restaurant space on first floor (northwest corner) o Look of hipped roof with Weathered Green slate roofing, Aged Copper standing seam metal roofing o Main hotel entrance on west side, fitness center entrance on north side; restaurant entrances on west and south sides o Four bricks Aberdeen, Celtic Grey, Rustic Burgundy, and Ashland; lap siding in Governor’s Gold; stone veneer – Bucks Country Limestone o Divided light windows with and without shutters, store front windows, trellis, brick detailing • Building #4 – o Four story hotel with 3987 sf restaurant space on first floor (west end) o Look of hipped and mansard roofs; with Weathered Green slate roofing, Weathered Zinc standing seam metal roofing o Main hotel entrance on north side; restaurant entrances on west and north sides o Three bricks Redburn, Celtic Grey, and Ellsworth; lap siding in Moir Gold, Bassett Hall Green, and Dragons Blood; stone veneer – Southern Ledgestone Aspen o Divided light windows with and without shutters, store front windows, dormers, brick detailing, arched entry for hotel and passageway between hotel and restaurant • Building #5 – o One story; 5134 sf; restaurant space o Two gabled roofs with Weathered Green slate roofing running east and west, connected with a flat roof with Aged Copper standing seam metal roofing o Entrances on the west side o Ellsworth brick, Tavern Charcoal lap siding, divided light windows on second floors, storefront windows, awnings • Building #6 – o Two story; 16,292 sf; professional services space o Combination of mansard and gabled with Weathered Zinc standing seam metal Page 7 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
o Entrance on the north side; service entrance on the west side o Illini Commons brick, Chesapeake Blue lap siding, divided light windows on first and second floors, two-story features 4. Lighting: • A lighting plan has been submitted, and includes photometrics and catalogue cuts of fixtures. The photometric plan shows some light level spilling onto adjacent properties. • A variety of light fixtures are proposed for the buildings. 5. Signage: • Signage review will be required. 6. Variances: • Application to the Board of Zoning Appeals would be required to approve any variances requested for the site. • The applicant is applying as part of the C-4 Zoning District, but is also trying to meet the requirements for the Wilson Bridge Corridor. Variances would likely be needed for setback, building height and parking not meeting the C-4 regulations. 7. Conditional Use Permits: • Needed for offices
Land Use Plans: Worthington Design Guidelines and Architectural District Ordinance 1. Scale, Form & Massing: Simple geometric forms and uncomplicated massing tend to make buildings more user-friendly and help to extend the character of Old Worthington into the newer development areas. Inclusion of sidewalks, pedestrian-scaled signage, and planting and lawn areas will help communicate a sense of a walkable pedestrian scale. Carefully designed building facades that employ traditional storefronts -- or similarly-sized windows on the first floor -- will help make new buildings more pedestrian-friendly. 2. Setbacks: Parking areas should be located toward the rear and not in the front setbacks if at all possible. Unimpeded pedestrian access to the front building facade from the sidewalk should be a primary goal. Building up to the required setback is desirable as a means of getting pedestrians closer to the building and into the main entrance as easily as possible. 3. Roof Shape: Generally, a traditional roof shape such as gable or hip is preferable to a flat roof on a new building. Roof shapes should be in scale with the buildings on which they are placed. Study traditional building designs in Old Worthington to get a sense of how much of the facade composition is wall surface and how much is roof. 4. Materials: Traditional materials such as wood and brick are desirable in newer areas, but other materials are also acceptable. These include various metals and plastics; poured concrete and concrete block should be confined primarily to foundation walls. Avoid any use of glass with highly reflective coatings. Some of these may have a blue, orange, or silver color and can be as reflective as mirrors; they generally are not compatible with other development in Worthington. Before making a final selection of materials, prepare a sample board with preferred and optional materials. 5. Windows: On long facades, consider breaking the composition down into smaller “storefront” units, with some variation in first and upper floor window design. Use traditional sizes, proportions and spacing for first and upper floor windows. Doing so will help link Old Worthington and newer areas through consistent design elements.
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6. Entries: Primary building entrances should be on the street-facing principal facade. Rear or side entries from parking lots are desirable, but primary emphasis should be given to the street entry. Use simple door and trim designs compatible with both the building and with adjacent and nearby development. 7. Ornamentation: Use ornamentation sparingly in new developments. Decorative treatments at entries, windows and cornices can work well in distinguishing a building and giving it character, but only a few such elements can achieve the desired effect. Traditional wood ornamentation is the simplest to build, but on new buildings it is possible to use substitute materials such as metal and fiberglass. On brick buildings substitute materials can be used to resemble the stone or metal ornamental elements traditionally found on older brick buildings. As with all ornamentation, simple designs and limited quantities give the best results. 8. Color: For new brick buildings, consider letting the natural brick color be the body color, and select trim colors that are compatible with the color of the bricks. Prepare a color board showing proposed colors. 9. Signage: While the regulations permit a certain maximum square footage of signs for a business, try to minimize the size and number of signs. Place only basic names and graphics on signs along the street so that drive-by traffic is not bombarded with too much information. Free-standing signs should be of the “monument” type; they should be as low as possible. Such signs should have an appropriate base such as a brick planting area with appropriate landscaping or no lighting. Colors for signs should be chosen for compatibility with the age, architecture and colors of the buildings they serve, whether placed on the ground or mounted on the building. Signs must be distinctive enough to be readily visible, but avoid incompatible modern colors such as “fluorescent orange” and similar colors. Bright color shades generally are discouraged in favor more subtle and toned-down shades. 10. Sustainability: The City of Worthington and its Architectural Review Board are interested in encouraging sustainable design and building practices, while preserving the character and integrity of the Architectural Review District. Energy conservation methods are encouraged. Landscape concepts often complement energy conservation and should be maintained and replenished. Utilize indigenous plant materials, trees, and landscape features, especially those which perform passive solar energy functions such as sun shading and wind breaks. Preserve and enhance green/open spaces wherever practicable. Manage storm water run-off through the use of rain gardens, permeable forms of pavement, rain barrels and other such means that conserve water and filter pollutants. Bike racks and other methods of facilitating alternative transportation should be utilized. Streetscape elements should be of a human scale. Make use of recycled materials; rapidly renewable materials; and energy efficient materials. Use of natural and controlled light for interior spaces and natural ventilation is recommended. Minimize light pollution.
Wilson Bridge Corridor Site Layout: Setbacks: Buildings and parking should be set back to provide a buffer between the sidewalk and building, with some variations in the Building Setback Line encouraged throughout the WBC.
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• Buildings 50,000 square feet in area or less shall be located between 5’ and 20’ from adjacent Right-of-Way Lines. Buildings greater than 50,000 square feet in area shall be located at least 20’ from adjacent Right-of-Way lines. • Buildings on properties abutting properties in “R” districts shall not be located closer than 50’ to the property line. Parking facilities and access drives on properties abutting properties in “R” districts shall not be located closer than 25’ to the property line. • Setback areas in front of retail uses shall be primarily hardscaped, and may be used for outdoor dining and other commercial activities. • As building height increases, the buildings should consider the relationship between the setback, the street corridor, and the building height. A variety of techniques will be implemented to mitigate any potential “canyon/tunneling” effect along the corridor, such as the use of floor terracing, changes in building massing, insertion of a green commons, recessed seating and dining areas, and lush landscaping. Right-of-Way Dedication: Dedication of Right-of-Way may be required to accommodate public improvements. Screening: All development on parcels abutting properties in “R” districts shall be permanently screened in the setback area with the combination of a solid screen and landscape screening. The solid screen shall consist of a wall or fence at least 6’ in height and maintained in good condition without any advertising thereon. Supporting members for walls or fences shall be installed so as not to be visible from any other property which adjoins or faces the fences or walls. This shall not apply to walls or fences with vertical supporting members designed to be identical in appearance on both sides. Landscape screening shall consist of one of the following options at a minimum: • One large evergreen tree with an ultimate height of 40’ or greater for every 20 linear feet, plus one medium evergreen tree with an ultimate height of 20’ to 40’ for every 10 linear feet. Evergreen trees shall be at least 6’ in height at the time of planting. Shrubs and ornamental grasses shall be incorporated into the setback area as to complement the tree plantings. A minimum of one shrub or ornamental grass, at least 24” in height, shall be provided for every 5 linear feet. Shrubs and grasses may be planted in clusters and do not need to be evenly spaced. • One large deciduous tree with an ultimate height of 50’ or greater for every 25 linear feet, plus one medium deciduous tree with an ultimate height of 20’ to 40’ for every 15 linear feet. Shrubs and ornamental grasses shall be incorporated into the setback area as to complement the tree plantings. A minimum of one shrub or ornamental grass, at least 24” in height, shall be provided for every 5 linear feet. Shrubs and grasses may be planted in clusters and do not need to be evenly spaced. Equipment: Exterior service, utility, trash, and mechanical equipment shall be located to the rear of buildings if possible and screened from view with a wall, fence or landscaping. Such equipment shall be completely screened from view. Materials shall be consistent with those used in the building and/or site. Equipment located on buildings shall match the color of the building. Tract Coverage: A maximum of 75% of the property shall be covered with impervious surfaces. Pedestrian Access: Sidewalks with a minimum width of 5’, Recreation Paths with a minimum width of 10’, or a combination of both shall be provided along all Rights-of-Way. Pedestrian
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connections from Sidewalks, Recreation Paths and parking lots to building entrances shall be provided. Landscaping: There shall be landscaping that complements other site features and creates relief from buildings, parking areas and other man-made elements. • Drought tolerant, salt tolerant, non-invasive, low maintenance trees and shrubs should be utilized. • Deciduous trees shall be a minimum of 2” caliper at the time of installation; evergreen trees shall be a minimum of 6’ in height at the time of installation; and shrubs shall be a minimum of 24” in height at the time of installation. • Parking lot landscaping shall be required per the provisions in Chapter 1171. • Seasonal plantings should be incorporated into the landscape plan. • The approved landscape plan must be maintained across the life of the development. Building Design: • A principal building shall be oriented parallel to Wilson Bridge Road (or High Street), or as parallel as the site permits, and should have an operational entry facing the street. • The height of a building shall be a minimum of 18’ for flat roof buildings measured to the top of the parapet, or 12’ for pitched roof buildings measured to the eave. • Extensive blank walls that detract from the experience and appearance of an active streetscape should be avoided. • Building Frontage that exceeds a width of 50’ shall incorporate articulation and offset of the wall plane to prevent a large span of blank wall and add interest to the facade. • Details and materials shall be varied horizontally to provide scale and three-dimensional qualities to the building. • Entrances shall be well-marked to cue access and use, with public entrances to a building enhanced through compatible architectural or graphic treatment. • When designing for different uses, an identifiable break between the building’s ground floors and upper floors shall be provided. This break may include a change in material, change in fenestration pattern or similar means. • Where appropriate, shade and shadow created by reveals, surface changes, overhangs and sunshades to provide sustainable benefits and visual interest should be used. • Roof-mounted mechanical equipment shall be screened from view on all four sides to the height of the equipment. The materials used in screening must be architecturally compatible with the rooftop and the aesthetic character of the building. Materials: • Any new building or redevelopment of a building façade should include, at a minimum, 75% of materials consisting of full set clay bricks, stone, cultured stone, wood or fiber cement board siding. Samples must be provided. • Vinyl siding and other less durable materials should not be used. • Long-lived and sustainable materials should be used. • The material palette should provide variety and reinforce massing and changes in the horizontal or vertical plane. • Especially durable materials on ground floor façades should be used. • Generally, exterior insulation finishing systems (EIFS), are not preferred material types. • A variety of textures that bear a direct relationship to the building’s massing and structural elements to provide visual variety and depth should be provided. Page 11 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• The color palette shall be designed to reinforce building identity and complement changes in the horizontal or vertical plane. Windows and Doors: • Ground-floor window and door glazing shall be transparent and non-reflective. Above the ground floor, both curtain wall and window/door glazing shall have the minimum reflectivity needed to achieve energy efficiency standards. Non-reflective coating or tints are preferred. • Windows and doors shall be recessed from the exterior building wall, except where inappropriate to the building’s architectural style. • For a primary building frontage of a commercial use, a minimum of 30% of the area between the height of 2’ and 10’ above grade shall be in clear window glass that permits a full, unobstructed view of the interior to a depth of at least 4’. Lighting: All exterior lighting shall be integrated with the building design and site and shall contribute to the night-time experience, including façade lighting, sign and display window illumination, landscape, parking lot, and streetscape lighting. • The average illumination level shall not exceed 3 footcandles. The light level along a property line shall not exceed 0 footcandles. • The height of parking lot lighting shall not exceed 15’ above grade and shall direct light downward. Parking lot lighting shall be accomplished from poles within the lot, and not building-mounted lights. • For pedestrian walkways, decorative low light level fixtures shall be used and the height of the fixture shall not exceed 12’ above grade. • Security lighting shall be full cut-off type fixtures, shielded and aimed so that illumination is directed to the designated areas with the lowest possible illumination level to effectively allow surveillance. Signs: Exterior lighting fixtures are the preferred source of illumination. • Freestanding Signs o There shall be no more than one freestanding sign on parcels less than 2 acres in size, and no more than two freestanding signs on parcels 2 acres in size or greater. o Freestanding signs shall be monument style and no part of any freestanding sign shall exceed an above-grade height of 10‘. Sign area shall not exceed 50 square feet per side, excluding the sign base. The sign base shall be integral to the overall sign design and complement the design of the building and landscape. o Freestanding signs may include the names of up to eight tenants of that parcel. o Light sources shall be screened from motorist view. • Wall-mounted Signs o Each business occupying 25% or more of a building may have one wall sign and one projection sign. Wall-mounted signs shall not exceed 40 square feet in area, and projection signs shall not exceed 12 square feet in area per side. o Wall-mounted and projection signs shall be designed appropriately for the building, and shall not be constructed as cabinet box signs or have exposed raceways. Parking: • Non-residential Uses. Parking shall be adequate to serve the proposed uses, but shall in no case exceed 125% of the parking requirement in Section 1171.01. Page 12 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• Bicycle Parking. Bicycle parking should be provided and adequate to serve the proposed uses.
Public Spaces: A minimum of one Public Space Amenity as approved by the Municipal Planning Commission shall be required for every 5,000 square feet of gross floor area of multi-family dwellings, commercial or industrial space that is new in the WBC. Public Space Amenities are elements that directly affect the quality and character of the public domain such as: • An accessible plaza or courtyard designed for public use with a minimum area of 250 square feet; • Sitting space (e.g. dining area, benches, or ledges) which is a minimum of 16 inches in height and 48 inches in width; • Public art; • Decorative planters; • Bicycle racks; • Permanent fountains or other Water Features; • Decorative waste receptacles; • Decorative pedestrian lighting; and • Other items approved by the Municipal Planning Commission.
Worthington Comprehensive Plan The 2005 Worthington Comprehensive Plan identifies the High Street Corridor (Extents Area) as a place where consistent site design should be encouraged such as landscape screening and interior planting of surface parking areas, and the location of large parking areas should be to the rear of the site. The corridor could accommodate redevelopment at a higher density, with such projects meeting the needs of the City, providing green setbacks and meeting the Architectural Design Guidelines. The plan recommends promoting a high quality physical environment, encouraging the City to continue to emphasize strong physical and aesthetic design, and high- quality development. Also recommended is encouraging the private market to add additional commercial office space within the City.
Staff Analysis and Recommendation: 1. The proposed site plan generally reflects the discussions at the ARB meetings, and is appropriate for the site. Elimination of the sidewalk near Wilson Bridge Rd., and widening of the sidewalk near the buildings are appropriate. The more prominent planting area would be attractive, and the distance from the road would be safer for pedestrians. 2. Right-of-way vacation along both streets is now being shown and conforms to the request of the City. 3. The following comments relate to the Worthington Design Guidelines and Wilson Bridge Corridor Development Standards regarding the buildings: • While the effort to have the development look like a village that has developed over time is honorable, some of the resultant buildings may be too complicated in their massing and form. The roof lines that are especially complex may not feel as authentic as intended. Some design elements seem out of character with the community.
Page 13 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• A simpler mix of materials and colors may be warranted. The extensive use of lap siding and metal roofing, especially on the larger buildings, does not seem appropriate. The colors appear a bit more subtle than in previous submittals. • Entrances face the interior roads but do not face the public streets. 4. The Arbor Advisory Committee comments about the landscaping plan should be addressed. 5. Lighting should not spill onto neighboring properties. A different style of pole lights may be needed, especially adjacent to residential properties. LED lighting color above 2700 K is not appropriate. 6. Staff is recommending tabling of this application after discussion, to allow the applicant to make modifications and add detail based on the guidelines and any recommendations made at the meeting.
2. New a. New Gasoline/Convenience Store Station – Extension of Approval with Amendments – 2182 W. Dublin-Granville Rd. (United Dairy Farmers, Inc.) AR 128-16 (AR 45-14)
Findings of Fact & Conclusions
Background & Request: A new UDF convenience store and gas station at the northeast corner of W. Dublin-Granville Rd. and Linworth Rd. was approved by the Architectural Review Board in September of 2014. ARB approvals are valid for 18 months, but can be extended by the Board. This request would not only act as an extension of the original approval, but also minor changes and clarifications are proposed.
The development would be on 2 adjacent parcels, 1 located in Columbus and 1 in Worthington. Both jurisdictions approved plans for the new station. In addition to the ARB approval, the parcel in Worthington was rezoned to the C-4 Zoning District, and a Conditional Use Permit and variances were granted to accommodate the use. The total lot size for the 2 parcels after right-of- way dedication and transfer of a portion on the north side to Linworth Baptist Church is about 1.5 acres. The Worthington lot was home to a bank building which was demolished in the last year. The Columbus lot has the existing UDF which closed a couple of weeks ago and is slated for demolition.
Project Details: 1. As part of the plan, the applicant was approved to have a right-in/right-out entrance on West Dublin Granville Road, and a full access point on Linworth Road. Also, a southbound left turn lane on Linworth Road is required to be constructed by United Dairy Farmers. The owner must also install sidewalks along both frontages and crosswalks to allow pedestrians to move about the area safely. 2. The landscape plan is not proposed to change. A 48” high black metal fence is still proposed along the east property line, including adjacent to the parking lot to the north now owned by the church. 3. Building: Page 14 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• The new building continues to be proposed as all brick, with a water table with a brick pattern around the entire building (see detail on A11). • The 7/12 roof pitch with a hipped roof would remain the same with this submittal. • The proposed storefront is anodized aluminum, extending across part of the front of the building. East of the entrance, smaller windows are now proposed to accommodate an interior beverage area. The windows are proposed to be tinted. • A horizontal prefinished flush metal panel system is proposed for the gables and on the canopy. • On the east elevation the storefront windows for the seating area have shifted to the north, and the patio with pergola is proposed adjacent. • Other elements are the same as the previous approval including: wall sconces, fiberglass columns with brick bases; louvered gable vents; wood trim; fiberglass roof shingles; and roof vents. • Decorative trim is proposed around the rear service doors. • Screening for the mechanicals on the rear of the roof is proposed. 4. Twenty-nine dark brown bollards with silver reflective stripes at the top are now proposed across the front of the building. 5. A brick enclosure with high impact PVC doors with a horizontal panel design is proposed for the dumpster at the west end of the building. The enclosure shown is larger than was originally approved. 6. The applicant was proposing 2 wall signs, one on the canopy and one on the building, and a freestanding sign. The wall signs would consist of internally illuminated channel letters with white faces. The “UDF” initials on the front of canopy would be the only sign on the Worthington side of the property. The latest submittal showed additional signs on the canopy in both jurisdictions. A freestanding sign would be placed on the Columbus side of the property, likely in the right-of-way that was dedicated. Approval is needed from the City of Columbus. 7. The light poles were proposed to have a ground to fixture height of 15’, including a 2’ exposed concrete base. The detail on sheet A1 shows the fixture at 17’ above grade. Two similar fixture styles have been submitted. Both styles have optional shields for the fixtures adjacent to the east side so light would not spill onto the residential property. The LEDs for both come in 5000k or 4000k color temperature. As was approved by the ARB, the photometric drawing indicates light levels no greater than 30 footcandles in any location. 8. U-shaped pipe bollards near the pumps are shown as gray with a yellow top in the submitted material. 9. A transformer is proposed near the northeast corner of the property. A variance would be needed for its location in proximity to the property lines.
Land Use Plans: Worthington Comprehensive Plan Update & 2005 Strategic Plan A neighborhood retail service center should be established at the West Dublin-Granville Road and Linworth Road intersection to create a commercial node for the community.
Page 15 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
Worthington Design Guidelines Scale, Form & Massing: Simple geometric forms and uncomplicated massing tend to make buildings more user-friendly. Inclusion of sidewalks, pedestrian-scaled signage, and planting and lawn areas will help communicate a sense of a walkable pedestrian scale. Carefully designed building facades that employ traditional storefronts -- or similarly-sized windows on the first floor -- will help make new buildings more pedestrian-friendly. Setbacks: Unimpeded pedestrian access to the front building facade from the sidewalk should be a primary goal. Roof Shape: Generally, a traditional roof shape such as gable or hip is preferable to a flat roof on a new building. Roof shapes should be in scale with the buildings on which they are placed. Materials: Traditional materials such as wood and brick are desirable in newer areas, but other materials are also acceptable. These include various metals and plastics; poured concrete and concrete block should be confined primarily to foundation walls. Avoid any use of glass with highly reflective coatings. Some of these may have a blue, orange, or silver color and can be as reflective as mirrors; they generally are not compatible with other development in Worthington. Before making a final selection of materials, prepare a sample board with preferred and optional materials. Windows: Use traditional sizes, proportions and spacing for windows. Doing so will help link Old Worthington and newer areas through consistent design elements. Entries: Primary building entrances should be on the street-facing principal facade. Rear or side entries from parking lots are desirable, but primary emphasis should be given to the street entry. Use simple door and trim designs compatible with both the building and with adjacent and nearby development. Color: For new brick buildings, consider letting the natural brick color be the body color, and select trim colors that are compatible with the color of the bricks. Prepare a color board showing proposed colors. Signage: While the regulations permit a certain maximum square footage of signs for a business, try to minimize the size and number of signs. Place only basic names and graphics on signs along the street so that drive-by traffic is not bombarded with too much information. Free-standing signs should be of the “monument” type (standing vertically, mounted on a ground-level base and not on a pole); they should be as low as possible. Such signs should have an appropriate base such as a brick planting area with appropriate landscaping or no lighting. Colors for signs should be chosen for compatibility with architecture and colors of the buildings they serve, whether placed on the ground or mounted on the building. Signs must be distinctive enough to be readily visible, but avoid incompatible modern colors such as “fluorescent orange” and similar colors. Bright color shades generally are discouraged in favor more subtle and toned-down shades.
Recommendation: Staff is recommending approval of this application with the followings modifications: • The parking lot light fixtures should be kept to no higher than 15’ above grade, including the base. • Especially given the number of bollards by the building, the silver reflective stripes should be eliminated. The pipe bollards by the pumps should not be yellow - all white or with white tops would be more appropriate. • The window tinting should be non-reflective and as light in color as possible to achieve the desired interior effect. Page 16 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
• At the residential property line, the illumination should not exceed 0 footcandles. Also, color temperature is typically approved to be no greater than 2700K. Selection of different fixtures may be necessary. The color of the light poles and fixtures should be brown (bronze) or black. • Although the freestanding and wall signs are not all in Worthington, the sign package should conform to the Worthington Design Guidelines and Codified Ordinances as closely as possible. Additional signs should not be added to the canopy and the freestanding sign should be smaller (≤ 30 sf/side) with a brick base to match the building. • The transformer must be screened with landscape material and be a color to blend in with the screening.
Motion: THAT THE REQUEST BY UNITED DAIRY FARMERS, INC. TO EXTEND AND AMEND AR #45-14 TO CONSTRUCT A NEW GASOLINE/CONVENIENCE STORE STATION AT 2182 WEST DUBLIN-GRANVILLE RD., AS PER CASE NO. AR 128-16, DRAWINGS NO. AR 128-16, DATED OCTOBER 28, 2016, BE APPROVED BASED ON THE FINDINGS OF FACT AND CONCLUSIONS IN THE STAFF MEMO AND PRESENTED AT THE MEETING.
b. Solar Panels – 661 Evening St. (Allen Eiger & Joanne Dole) AR 129-16
Findings of Fact & Conclusions
Background & Request: This ranch style house was built in 1955 and is not a contributing structure in the Worthington Historic District. The homeowner would like to add solar panels to the roof.
Project Details: 1. The owner is proposing the addition of 17 solar panels – 12 on the rear of the gabled roof and 5 on the south side of the front gable above the garage. The number and placement of panels would achieve the efficiency and productivity goals of the homeowners. 2. The panels would be black, placed on the slope of the gray roof sitting several inches above the roof shingles.
Land Use Plans: Worthington Design Guidelines and Architectural District Ordinance In 2011, Sustainable Features were added as a review element in the Architectural Review District to encourage sustainable design and building practices, while preserving the character and integrity of the Architectural Review District. It is recommended to place solar panels in a location that minimizes the visual impact as seen from the right-of-way and surrounding properties. Generally, panels should be located on roofs in the following manner: the rear 50% of the roof of the main building; the rear inside quadrant of the roof of a main building on a corner lot; or on accessory structures in the rear yard. On sloped roofs, place panels flush along the roof unless visibility is decreased with other placement.
Page 17 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
Staff Analysis and Recommendation: Ideally all of the panels needed for this project would be placed on the rear of the house. If it is necessary to place 5 panels on the front to make the project viable, placement on the south side of the east-west gable should have the least visual impact of any location on the front of the house. Panels that have the lowest possible profile above the roof should be used. Sustainable practices were meant to be encouraged in the District, and not every property is in a position to have solar panels placed in a location that minimizes visual impact.
Motion: THAT THE REQUEST BY ALLEN EIGER AND JOANNE DOLE FOR A CERTIFICATE OF APPROPRIATENESS TO ADD SOLAR PANELS AT 661 EVENING ST., AS PER CASE NO. AR 129-16, DRAWINGS NO. AR 129-16, DATED NOVEMBER 7, 2016, BE APPROVED BASED ON THE FINDINGS OF FACT AND CONCLUSIONS IN THE STAFF MEMO AND PRESENTED AT THE MEETING.
c. Fence – 215 E. Granville Rd. (Rebacca Ament) AR 130-16
Findings of Fact & Conclusions
Background & Request: This property is 57’ wide and 192’ deep, with a two-story house built in 1853 fronting on E. Granville Rd. At the rear of the property there is a 12’ strip that gives access from Plymouth St. to a two-car detached garage constructed in the early 2000’s.
This request is to replace the existing picket fence at the rear of the property.
Project Details: 1. The fence would run from the southwest corner of the house west to the property line and head south about 71’, stopping and starting again at a tree on the property line. At the south end, the fence would go around the drive to the garage. Small sections would connect the garage and the house to the existing fence owned by the neighbors to the east. Gates are proposed at the northeast, northwest and southwest corners. 2. The proposed cedar fence would be 42” high with pickets that taper down at the posts. The picket width would be 4” and there would be 2” spacing between the pickets. The fence would be left a natural cedar color.
Land Use Plans: Worthington Design Guidelines and Architectural District Ordinance Fencing should be open in style; constructed with traditional materials; 3’ to 4’ in height; in the back yard; and of simple design, appropriate for the house style. Design and materials should be compatible with the existing structure.
Recommendation: Staff is recommending modification of this application to have the spacing between the pickets equal to the picket width to create an open style fence as is called for in the Design Guidelines. Page 18 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
Motion: THAT THE REQUEST BY REBECCA AMENT FOR A CERTIFICATE OF APPROPRIATENESS TO CONSTRUCT A FENCE AT 215 E. GRANVILLE RD. AS PER CASE NO. AR 130-16, DRAWINGS NO. AR 130-16, DATED OCTOBER 11, 2016, BE APPROVED BASED ON THE FINDINGS OF FACT AND CONCLUSIONS IN THE STAFF MEMO AND PRESENTED AT THE MEETING.
Page 19 of 19 ARB/MPC Meeting December 8, 2016 Memo – Bitar
City of"Worthington CONDTI10NAL USE PERMIT APPLICATION
1. Property Location ~ 1 q- D 2. Zoning District t-5 3. Applicant \~hvma Jit1. Address .g .5 w. S~.:£0-r& -A-.t-e , ) WoemVoG;m tJ ' mt ~ 30&5 Horne Phone ( (ol4) '6j(,. c0_4~ Work P_hone ((pf{) 003 ,, q509 4. Property Owner l ...~>P-..'1 - 'f. ,5;\I v.Jo (T \.,_ · ~ \...;, .... ~- hl
Address 0 . 'ct B \ 1J v._ Q\:\ U( o PLEASE READ 11IE FOLLOWING STATEMENT AND SIGN: The infonnation contained in this application and in all attachments is true and correct to the best of my knowledge. l further acknowledge that I have familiarized myself with all applicable of the Worthington Codified Ordinances and will comply with aU applicable Property Owner (Signature) Abutting Property Owners List for 679-D High St. 689 North High Street LLC PO Box 221 Worthington, OH 43085 HER Realtors 681 High St. Worthington, OH 43085 The Party Studio 679-B High St. Worthington, OH 43085 The Pub Out Back 679-C high St. Worthington, OH 43085 E.F. Smith Ltd. 960 Evening St. Worthington, OH 43085 Denig Jewelers 677 High St. Worthington, OH 43085 U.S. Bank 688 High St. Worthington, OH 43085 Zettler Town & Country 621 S. Grant Ave. Columbus, OH 43206 Susan Keaton 676 Oxford St. Worthington, OH 43085 Michael & Melinda Go 682 Oxford St. Worthington, OH 43085 James Fenzl & Christine Davis 703 Wesley Ct. Worthington, OH 43085 George & Patricia Doyle 701 Wesley Ct. Worthington, OH 43085 Robert Chrisman 699 Wesley Ct. Worthington, OH 43085 Rebecca & Stephen Volkmann 697 Wesley Ct. Worthington, OH 43085 As a resident of Old Worthington since 2004, I would like to open a yoga studio, Centered Yoga and Movement, in my hometown. I am a yoga instructor and feel passionate to bring peace, calm, positive energy and a sense of well-being to the lives of others and specifically to my home community, Old Worthington. Yoga is a love of my life and has brought me these gifts that I would like to share with others. Centered Yoga and Movement would include of variety of yoga and movement classes which may include pilates, tai chi or other forms of martial arts. Additionally, the studio would offer yoga classes to adults of all ages and ability, teenagers, as well as elementary school aged children. Essentially, the yoga studio would welcome all members of the community and beyond. The opening of this studio would bring more people into Old Worthington. Clients would walk through downtown, shop at the boutiques, purchase a cup of coffee, or enjoy a meal at one of many fabulous restaurants. In turn, this yoga studio will increase business in Old Worthington. The studio would not change the traffic patterns in town. The West New England Avenue municipal parking lot would be used by clients. This studio would have no effect on public facilities, sewerage and drainage facilities. Required utilities are standard: gas, electric and water. Noise and odors would not be an issue. Hours of operation would be from 7am - 9pm. The number of clients served during a class would be 1O - 12. Appearance of the site would not change and is already compatible with the general neighborhood. I request the approval of this endeavor and feel that this will be a positive additional to the vibrant community of Old Worthington. 679-D High St. r~ ·,,,,,_ - 100-0066 .. . . ·- -- --·- .._ __ ,__,__.- I' ·. 100-0001 oc -- -- .... ._ __ . ,.. ••7 •,.,~ sr I r.·~ , -..; OS6"HmH ~7 100·000343 ., I' I 1OO·OOOJ4' i I. , I .. f·~··· - , ... : ...". ....,, ;! ··,:ell'i ,,. ; 1 ., ···--- r-1 ;~.. 1 I.'.'. ~· ·~ l . j09 \! •••.• _, l ( ·. ~·-"lOMST:~~~ rr r~·~o••• i - 1 100-000049 04/10/2014 MAP(GIS} Genmal8d on 11121/2016 Iii 01-25:08 PM Parcel ID Map Routing No Owner Location 10000004900 100N064 CRV-XIV WORTHINGTON 679 HIGH ST N 03400 GIS ··~ "'. L ___t r----,--~ .705 WfSLEY:cr WE:SllV CT 100-00562 8 r;TYFICAL Ull-lEN NEAR GAS CANOPY 'M'- M!:RCANTILE FACI: OF BUILDING! OF< I 'Plc!' - ! ~~ I !11 I ...... J?' .. 0'____ . ll-23-21?)10 ARCH. ll!EVIEW eQAFilD UPDATE UNITED DAIRY FARMERS DRAWN BY 18' CANE 60L TS 2204 WEST DUBLIN GRANVILLE ROAD A 4' DIA. <:.ALV. S~S. ~l INTO PIF'E SLEEVE POST SET IN Iii>' DIA. IN CONCRETE. UNITS COLUMBUS, OHIO 43086 CIEC!W BY CONC. FOOTING!. 190LTED Tl-lRU FRAMES 1 DETAIL 1/4' = l'-tZ>' JOHN D. JOHNSTON ARCHITECTS DATI! STORE NO. p;:::r 390 llONTGOlllRY ROAD 11.17.16 DUMPSTER ENCLOSURE CINCINNATI, OHIO 45212 513•898•8743 DETAIL Ol' D'JMPSTER a.ATE& TO l9E REPEATED IN COH&TF --..------··---- 11-- 6EE &ITE F'l..AN FOR 6ACKFILL W/ C!..EAN FEAa.FIAVEL TANK VSNT LOCATION (If&' (!) MIN., 3/&' (!) MAXJ OR &TONE CF -~·---····· _.:j ___ o_ ..... t;_ __ ·- .. ~ - COMPACTED 3til4 Gifl 4' U-&HAPED I' -JZ:'' FIFE BOLLARD FAYING!/ 2'·1Zi" 2' ... -0". - .______..._ _ __.,. ·-----'C-~l CONC.FAD 2-0· -i!'i Ii ! b" .., .. + . ~ --""-----ti;;.·l~ ....,..,.._..,. ·I I == -0 0 - $(!)tel(!) Fol CONC 2' FISEF PEA Cill' POSOl6l..E ElRICK COLUMN ----~ ENCLOSURE - !EE a.AS CANOPY ELEVATIONS I DETAIL AC f>ERVICE IN I' CONDUIT WIRING! COLOR G!UIDE• 6PAl'IE ~2 NO COLOR SFAl'IE ~2 6ROl1N POJASR (2 WIRE5> ~2 el-ACK A"ID UMITE G!F 2. AC ANO IN11Efi1!COM WIRING< !HALL NOT eE FllJN ~ THI: &AME CONDUIT OR @GAS PIPING PLAN 1'=1iZ'' GAS TANK AREA WIRING REQUIREMENTS TROIJGl.I UJl.IEN f>TUBBED INTO THE BUILDINCi. CONDUIT c ~--- 3. PROVIDE INf>TALLATICN WITH ~CY eHUT-Cff FOWER $Y611EM, WHERE A-3 GAS PIPING LEGEND SRINE MONITOR WIRING! IN 3/4' CONDUIT FROM 6UILDiNG RECOMMENDED/FilEQUIREP, SY LOCAL FIRE MAl'CSHALL. TO EAC!-1 TANK !i>RINE MONITOR:NG ACCES6 F'OINT UNLEADED PREMIUM I - GENERAL CA6LI: "25114e> le GIA. !TOTAL CF 4) 4. ALL SGUIFHENT, F1Ttl"""6 TO EIE ULINl'FINEC l' FOLYURETi-lANI: LOUvER E> r-!!'I' WOL vERINI: Tl:Ci-1. I MOPE!.. "l' ______,,. --~-----··· CONTINUOU& lx8 __,, 12'-0' SA~E MOULD 34'-<'" 12'~0· 3'4'-0' ' ------3:.;,4_'--"1---"------~- .-,, .. ,, ...... ------,' -- T'l'F.&TRJ.iCTUFitAL STEEL POST 6RICK COLUMN ENCLOSURE ~~~6'1' CANOPY MANUFACTURER -6RICK COLOR TO MATc;.i---e= TYFICAI.. 4'-2' Ul!DE BRICK ON 6UILD!NG PIFE GUARD - SEE 6RICK eioND STYLE '6' DETAIL~ 6RICK60ND - STYLE '.6'=~ (j} 6RICKROWL~ • SILL ~ FIEIE~l..ASS ROOF ei-llNGLE& r TO MATCl4 BUILDING l' FAST!:N WOOD TRUSSES TO Bl:ARING PLATE Ul!Tl-l SIMFSON STFtONG-TIE "!-!& - '". 11'-1' A69vE SLAB ,.I:) 1-tOl'ltlZONT Al. --- STEEL BEAM AND ~ Pfi!EFINISl-leD -<----- UJOOD TRUSSES FLUSi-1 SEAM 5UPFO!' CONTINUOUS --~ ~---- METAL COFING CEILING PANeL SY ' TOP CF CANOFT' 6EYOND '- CANOPY MANUFACTURER - . "--- ROOF DRAIN COLLECTOF! 3/4'x2 DMD DENTIL F~ eox SY CANOPY MFG. + MOULDING ON 1x4 Fl' the geotechnical engineers ieport shall be subrritted to 9. Reinforce all interior slabs on grade Vvith 6x6- 4. Unless noted otherwise on plans, under lintels, bearing rich paint complying with DCP-P--21035 or MIL-P- ' Hudepohl Engineering, LLC. W2.9xW2.9 (42") mesh. Lap welded wire mesh plates, and beams, fill cells with grout, 3 courses 26915, multiple coats to dry film thickness of 8 nils. GENERAL S1RUCIURALNOIES I 2. Bottom of foundation elevation indicated on the minimum eight inches. minimum below bearini. 7. The co1rtractor shall subrrit erection shop drawings for ' construction drawngs are for bidding purposes and may 10. See architectural drawings and specifirations for vapor S. All reinforcing steel shall be supported and fastened to review by engineer prior to fabrication. Notations made Governing Code on the shop drawings do not authorize additional 2011 Ohio Btrilding Code vary to sult sub-surface soil conditions. Bearing strata barrier requirements. Vap:>r barrier, vklere required, approved positioners located at 192 bar diameters shall be approved by the geotechnical engineer prior to shall be placed over compacted granular base. maximum spacing to prevent displacement during the compensation for the contractor v.itthout the issuance o1 Special Inspedioos placement of concrete. 11. Control joints in slabs on grade shall be looated at 10 placement of grout. a formal change order. (2) F.T. 2x12'S 1. Sp€cial inspections shall be performed by a qualified 3. Footings and grade beams may be placed without side feet maximum spacing and shall create sections of slab 6. Provide 48 bar diaireter lap splice for all reinforcing -ElOLTED TO POST Steel Joists testing agenty approved by the architect andthe forms if walls af excavation stand approximately vertical. \~4th a maximum aspect ratio of l.S to 1. C.Ontrol joints unless noted otherwise. 12'-!Zl' 1. The design, fabrication, and erection of steel joists and 1-IC:.H I structural engineer and paid for by the owner. 4. The contractor shall contact utility rorrpanies for shall be sawn and shall be a minimum of 1/4 of the slab 7. Grout all cells containing reinforcing steel. I ElO'LA~ joist girders shall conform to the requirements of the 4'-0" \ 0'-0'i' 2. contact special inspectors at appropriate intervals so locating underground services and is resJX>nsib1e for thickness. Cut e;ery other mesh wire at control joints 8- Grout all cells solid below grade. latest edition of the specification adopted by the Steel that inspections can be scheduled and work can be their protection. prior to concrete placement. \Nhere brittle finishes are 9. Running bond pattern shall be used for all masonry b y Joist Institute (Sil). I inspected. Oontractor is solely responsible for ensuring 5. All footings shall bear on level (within 1 in 12) to be applied at fioor slabs, coordinate control joints work. 2. Cortractor shall subnit shop dra\Mngs for review by the \ / \iiffij)x Special Inspections have been completed prior to undisturbed soil or approved engineered fill. with floor ti nish joints. 10. See architectural drawngs for locations and = engineer prior to fabrication. proceeding with additional work that would prevent Fo1.11dations have been designed for a rreximum soil specifications of fire rated masonry. 3. In addition to the loads indicated in the loads section of proper inspection. bearing pressure of 1500 PSF below strip footings and Medtaniad Anchors 11. Place horizontal joint reinforcement at 16 inch centers 1. Expansion anchors to be one of the following: these general notes, the joists shall be designed for a net = 3. Th€ inspector shall observe work for conformance Wth 150J PSF below isolated column footings. vertically for concrete masonry. Lap horizontal joint A K\MK Bolt TZ expansion anchor as manufactured by uplift of 5 PSF. / SSOLID ROWS 6LOCKING OF the approved construction documents and prepare 6. Provide engineered fill or low strength concrete (f'c = reinforce1112nt 6 inches minimum. Horizontal joint = :~=~~==i::-ti~::e12- ElETUJEEN 2xl0'S the Hilti Corporation. 4. Connections: (Sl inspections reports stating his/her observations. Copies 500 psi) under foundation at soft spots and for extending reinforcerrent shall be discontinuous across nuverrent ' = B. Strong-Bolt expansion anchor as nnanufactured by A. LH joists and Joist girders: Weld each side of joists to of the inspection reports shall be subrritted to the excavation to adequate bearing material. Install joints. the Simpson Strong Tie Oompany supporting steel with 2 inches of Jj4 inch fiHet weld. = contractor, the architect and the structural engineer. foundations at design elevations. 12. Provide prefabricated L and T shaped horizontal joint 2. Sleeve anchors to be one of the follolMng : Joists at columns shall also have (2) 3/4 inch 4. All discrepancies ile1:11Ren the construction documents 7. Proof roll soils below slabs on grade to locate soft spots. reinforcerrent at wall comers and intersections.. A. HLC sleeve anchors as manufactured by the Hilti diameter erection bolts. and the \MJrk being performed shall be brought to the Rem:ive and replace with engineered fill or low strength 13. Provide brick veneer anchors IAlith maximum horizontal Corporation s_ Joists shall have ninimum bridging as required by the Sil imrffi:liate attention of the contractor for correction. If concrete. spacing of 24 inches and maximum vertical spacing of 16 El ICYCLE B. Sleeve-All sleeve anchors as manufactured by the and as otherwise noted on the structural dra\ivings. lJ."-=-+- the discrepancies are not corrected, the discrepancies I I\ RACKS 8. All areas within the footprint of the building, including inches. Brick veneer anchors shall be embedded 2 Simpson Strong Tie Company Place additional x-bridging at the end of each horizontal (} LIGl-IT shall be brouglt to the attention of the architect and the utility trenches, must be free of - anq/or soft areas inches minimum Into brick. \-F.T. 2xl0'S AT 12' OC. ElOLLARD 3. Heavy duty screw anchors to be one of the following: bridging run in last joist space \\tlere bridging cannot be c,' 'ilf structural engineer prior to the completion of that phase prior to place of fill material or concrete slab. Seal utility 14. Provide rmvement (control and expansion) joints in A K\MK HUS-EZ as manufactured by the Hilti connected to a masonry wall. of \M'.Jrk trenches at the exterior foundation walls using a walls where indicated on the architectural dra\,;ngs. CDrporation. 5. The special inspector shall subnit a final report of compacted clayey backfill or low strength concrete till. Bond beams shall be discontinuous across rrovement Mia! Decking ll Trten HD as manufactured by the Simpson Strong Tie "'-PATIO~ ( 4) 1e• DIA CONCRETE inspectipns dorumenting completion of all required 9. Finshgradeshall ~opeawayfromtheperiireterofthe joints unless noted otherwise. 1. The design, fabrication, and erection of all steel deck - PIER FOOTING TO Company inspections and correction and any c&screpancies noted building. A. Movement joints in concrete block: Sash block unit shall conform to the requirements of the latest edition 6' AElOvE G~DE TYP. 4. Diameter and embedment of anchor as indicated on the in the during the inspection process. with prefonned shear key. Caulk both faces. of the specmcations of the Steel Deck lnst~ute. Cast-in-l'lace Oincrete construction draYllings Alternate details for control joints may be 2 M3terials: Design 1-oads 1. Ooncrete 'MJrk and testing shall confmmto all the 5. Install anchors according to the manufacturer's acceptable-submit details for approval. A. Deck for roof: 1.5 inch x 22 gage wide rib style, 0 !4! E>xb f'T_ 1. Roof Live Loads: 20 PSF (reduced where aJJi>icable) requirements of AO 301, "Specifications for Structural instructions B. Movement joints in brick: 3/8 inch wide clean joint painted with standard shop coat. -----i-IU::loD POST 2. Roof Snow Loads: concrete Buildings'', except as modified by the following 6. Anchors by other mmufacturers may be acceptable. filled with expansion joint material per ASlM 01056, 3. Deckconnections: A. Ground Snow Load, Pg= 20 PSF supplerrental requirements. Reports from texts SUbmit manufacturer's data to engineer for approval class RE 41. Caulk exterior face. A. Connect roof deck to supports with 5/8 inch ll Importance Factor, I = 1.0 required by ACI 301 shall be subnitted to structural prior to installation. TAElLE C. Provide building paper bond break below lintel diaireter puddle v,elds or 11W Buildex BX14 po¥.der w/IJMElRELLA C Snow Exposure Factor, Ce= 1.0 engineer, architect, owner, contractor, concrete supplier bearing adjacent to control joints. actuated fasteners at 12 inches on center, 6 inches D. Thermal Factor, Ct = 1.0 and building official. Acrvlic Adhesive Anchoi"S 1. Acrylic adiesive shall be one of the following: on center at ends of sheets and perirreter. Screw E. Flat Roof Snow Load, Pl= 20 PSF 2. Ooncrete work in cold weather shall conform to all -~-----'~~ Structurnl Stea G A HIT-HY 150 Ml'X-SD adhesive manufactured by the side laps at midspan or th~e feet maximLrn spacing F. Snow Load has been increase for drifting where requirements of ACI 306.1 "Standard Speciation for Cold 1. Detailing. fabrication, and erection shall conform to AISC [ ;J Hilti Oorporation with #lOTEK screws. applicable Weather Concreting" and ACI 306R "Cold Weather Specifications for "Design, Fabrication, and Erection of PROTECTION B. Aaylic-11e adhesive manufactured by the Simpson 4. Metal deck shall be provided to run continuous rnter at 3. llvlnd Loads: Ooncreti ng". Structural Steel Buildings'', and the AISC "Gode of -~ElOLLA~ Strong Tie Company least three spans except VIAiere framing !ayout does not TYFICAL A. Basic llvlnd Speed= 90 MPH 3. Concrete Vl l-1/2'DIA METAL FIFE~IL H. Fly Ash: ASlM C618, type For C, rotio of fly ash to Iii. Masonry cement rmrtar may be used at anchor bolts unless noted otherwise on the erection to prevent racking and distortion. C. ~------~------~------1~t~:t~~-,---~------r"- 1;.r,;~~5~~--- "-~ ~1-'-1~t~~~~~·f~~~~:r:------=-=~=---=-=------=-=------!-----~r 60LLA(i) DETAIL .~TF_"_T"'::=lr~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~;;;;;;;;~~,:~o~l;:~~:;::::;~l::;:::;~l:;:4:t;::;~l~:;;;:;l~l!1:--:~=ep~'~~o~·o~~i~~~~o~o~~~o~~c::::::~:::J~l==:._J~11======~;:=====~==F=1=~1F=ii~(;)F~T,;O~UT;S;ID~e~1N~c:;,ROUNDc:;.Re;:ASe 11 Du,, " ;r;" TYPICAL I' Sl-llM 1 '/' "=J,,,,~=i!LJ!.=!d WATER ·~------~ I' TRAP Size FER LOCAL ~~tg~ &FACE 6ETWEEN _I E-2_1_ __ __ i Flf'!TOl"lAGIE jeT~E l!T E l!TO~_J fb, ~ • SERVICE TELEPHONE ELECTRIC ~ (' FLUM61Nc:;./l-IEALTl-I AUTl-IORITY I' /A-11 I ------I ------COOLEC ------I I 6ULK co: WATER MOP E-~ 4 METER& &E~CE &~~fl I Re;:QUIRE:MENTS : U\ I ~ 13EEl~3c'AvE I - ~ ------f4\- - - - -1i-,t==IY-ITT~=-ll=n""1=j=11:::'.:1=11=J:::;:::1=rn==1::n,! ~o § L"'-! .._ie=-3±1E1,1jo-:asl lriT~·~.·'- ~ ,_i__ , ~ ' - i - ~ : i ~~~&) A-SJ 2 5 I I 1-.... L - l:O - &' DOOR ~-!} ! I I I I , , D · 0 •~ _ ; J ~...... ,, / t 0~ (5\ \ GJ ~T~_J 'l/ I ~-.'.-rDe APPROPRIATE i I ~~E~ .[ =~~:::fi::/:~::/:~::~:::fi::/:fi:::,::~.::~:::fi~-}==)1=~~~~~~~~~~w~~v~~vlvtt~iv~~1·~-~8~~1;=4~·!~~~~0~3=·=-0~·~~~-::!:t~9~~-~~~~~~~~·~~~~~~=c=~=A=Re~n~E=e~~~~~5 rJ ~ ~ 0 j 2~· c:[ ::D 1) i ~~ 1 1 5 5 :1 I '"'-8 314' ' /// ~,v/ ~~// ~~/ l~/ l~// l~/ l~/ l~// l~// [~// l~/ l~v/ l~/ ~// I 1'-4 1/2" I Ei-58 j / rn, 'f ' 10'-3 3/4' // @ '-' ~E-44y'-' ~ c ~·,"·11~'"'.-__,__-'EE-·4 2 ·~-•• ~...... I: :1"-·Q, A=eseoRIEeJFIXTURE:e I 1 A // "i',1>__ ~ 5EE DETAIL 51,A1 "' I E-51 FAoT FOOD AREA ~ IE-46r o"'\ rfli:L, l~e-'--43~ c '" ' 1 ~ ~ &EE ENLARGIED DIFLINE FLAN c... ""E-451 ~ 0. I Io.,,. !'£OEIV1NG I u:: ,._,, ,~. . i- ...,. - -~ • : "" ,- ';· ' - ....,. °"""" , ~: . ~ ,_,, w"" '""'"'°"-A~; Dl""LL WOH 5-40 OJI 'M& ~ ' i i' U\ s s , E-Bo:i '?! 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'f 61-lEL vlNc:;, uNrre 6Y "~ -- &ELECTION aY OWNeR / Ir -1 · 0 \ r - I I 1 11 --, 1 S IE- MARKED 'ENTRANCE ONLY' IN LETTER& 3-~ 3'-4114" WP.MEN '• ,\ ; - MEN '· 1 1 131 s 1 6Y OWNER I ;. \ '.:!: 1 NOT Lese THAN b • 1-11c:;,1-1 AND LEc:;.16LE 16 ,_ 1 112 " 0 --- -- I \ I I , \ "' (iA\ ~ "' ~OM eorH INSIDE AND ouTe1De. f-==~--==="-''===-===---=''"'T------t e:- 2-:11 1 1'-8 114· ,,,. z~ , 1'-8 114" I I ._ .. 1e; ' • f IC \ ,,-....,,,, el-IOFFINa. I E-26l e-2e'k E-211-i E-5"*1 o 1 / I =~ , 10 0 ~ r 12 1 1 1 .~.D I I I : --"\ " 0>/1-1,A-1& ~ \A-lh s &T~T-~YSTEMl~•/ 4 11 ,,-....,,,, ~16 -~ ( IC \ 6AeKETe \ J \ E-31 /(/ -;- ·•••. ~D- r 0 "&ll'' DIA 1-1.0. I 1 I: ·\\ -\\ "-___:/ ::!: "' IN5ULATED LOW 'E' c:;.LA5& f IC ·, - 0.1-1~- f-llDD-'.",_ ' ~ r / Q ,,.~-"'1f-~->;i;A;,;-~"' 1 -+--~1 _ ·-=, '-V _.. ~.. '<:: 7 __ ~ g ,,_(7\~~.M~-§.·~·-~- ~~~===:::=j~§~~iR~~~~~~~~~i~~~~~~~===~~~==~~1-.....~~LllU 1 1 0 ~ "- ---\~7·~-~'~'~;___ ~_J:''-l 11011 ~'":·,~· - ,,_,~ -0' ~ ,,,,,,.__ ~: •"''(;;_·__ -_·-- -~--;~ ~zU.ILDIN~FR<~CTION- Qt-~· -rt~·· ~-e------€7---~-- r=-=-~]";:;:;~-=----~2~ x6'aATTACl-IED_JJ1k~""~::_~_;:-_~_~_~_~_~_:.::-:_~I \L_6UrLDfNc:;, PROTECTION I L ------,-.--,---:------__ ,;, ------L ------~OLLA~ e11EI DETAl.1::_ _ i'I-:__ ------~ .--' ------___ _: ~-1 - -- J ro 1:>1pe COLUMN ~~--=---=--: " . . b'-6112' I 0 0 ~~ --@, 1'-1 114" \A-I 14'-!'> 3/4' . 4" l'- " 1-j--+ CONCRE:Te LIMIT OF RANSOM WINDOW5 see Ali:!' elDE:WALK :0-112 x 5-112 x 114 --1114~.....,,_ Q ,, ' /3~' ~·· ~Cit _._._l"'..~~"'-----11'-1" __-~l!'_-1_·· ______------+-.2_1'-~3_1~/2_" ______5TEE:L TU6e COLUMN --.. U\ ANCl-IOR 60LT& ALL lllil~_l~==;:ijll; ' ' ' ! 16'-8' I!'>' -8 114" 1!'>'-8 1/4. /30' ~ II!'. "" 19'-il 1/4" 12'-0" Ti-15 WAY TO FOOTINc:;. ~~~><~~~ (221!?>1Zl Ibo UFLIFTJ ~~~ ~~~ ' ' / - ' ' NOTE, THIS IS A COMPLETE EQUIR'1ENT Ll&T, ALL EQUIP, EQUIPMENT SCHEDULE Ll&TED 16 NOT NECE!l&AF NOTE. me le A COMF'J..ETE EGl.llf"MENT Ll&T. ALL EGIJIP. ;I\ EQUIPMENT SCHEDULE 1.l&TED I& NOT NEc:ElieA!tll.,. uea::> IN ALL em::•RE&. ;>'-4" -+------~·c__· ,,,.;±£:,":e::._"-----,------·------""'r------t"'"'-•" \A1S) ,,_.__~~-- ______I WALK-IN FREEZER eax ~ou1evlLLE (22 GA ~ALY. PANl!l.6 WITH 2rtl AMF., '°· 244> Y. llllTH AR!:>CO DOGlliiS. 4' URETHANE FOAM - '15 Fe RATINGJ 2" AMI". I!>, IW Y, !'------...J;le>2_·.:_·1L' ______, .. ~------"11Z'"'-'_:_·1,,_l'_H+---...._--"'~--!---t------.. -- ..... ______.... ------~-~------····----.------·------f WALl<·IN COOi.El'< eo>< LOUl&YILLE 122 a.A ~Y. PANEl.6 WITM 4.ti -· 3'1l>, 24.ti Y. WITH AR!:>CO i:>o0R&. 4' - l'OAM - ii; Fe f'lo\TINGI 20 .oMP. ID, 120 Y. "\ 1.0Ul6YIL.l.E <22 GA «AJ,.V. F'ANEl-6 WrtH 4rtl AMP. Jilil>, 2.olrtl Y. TSS 3.E>x.3.Sx25 ..., 1 , ..... T55 3.5x3.5x.25 4' Ultl!THANI! FOAM - , Fe AATINGJ W AMP. It>, 12<11 Y. tr T55 3.5x3.ox.:25 f4\ STL. TUBE COL. \ JD 5TL. TUBE COL. Jn=------ltt=~ \2) \~\~~5~T~L-=T=U~B~E==C=O~L=-::!:::t======il======;i=~o+= I MOP MK MUeTEE 101 I I I ~ _____ i,~l~/=~··o~Q""::::=:::::r~~~l/~~~Fo~l\=o~~=or=ii~~-===-=J=n=::::_=__ .::.~:r~=-=_=_=_=_=_===_=_=_=_=_=_=::_::rr-~~~~_11.--~-r~---i I ;;. ., 2rtl AMP, lit>, 1211> v. ' F!fsTo~E I STORAGE: I STo~E I STORAGE _J '1' Fb. . . . l/N WATER TELEPHONE ELECTRIC 'fl I --~- ~- ,-~ -'. K " \ SERVICE SERVICE SERVICE ,_.. -- - ~---IJ--:::::.-+!f--=, - -- I Ek L co. WATER MOP I E- I '*METERS PANEL PANELS TA'!'L~ C314 ,----,"'-,...._,, ! e_Ac_K_R_o_o_M_ I ' I - i li-12 ICE MAKEi'! <2 UNIT&J ~ Tc~9 ~,~~j : '°~~~I GJ I: - ~ ~ 1Meeeifec-3 I \\ I - EX!-IAU&T Ti-ll' 11 I 1 i : .. - 1, '"Ill i - - I }1...... -.__ FC ·1.. : I fl~i I I 'I I I II I !I "'cl ___~ ~ STORAG!: I -._J~------L-~-J I I , I I 1 ! I , i I I - .... - .... - . - ...... I I ~-All'! J e%16 ..,.--,-- : ' ' ,. ' ' 1-r-Tr '1 I~ I !\PECIALT'I' FIX1IJ!lill!& -10-1 I i J I l!-21 - I I I 20 AMP. kl>, 120 Y. I I I ~: ' 1 .4 112• ,--;, ,~ n n IT" I I : -~,--1rt::'.c===:::;:==~;:===::;;:::::;f:::\;l';:±;;J:::.\:;'if!il~-. I 11 i I I i I I I I I I f I I I iii I I I I I I LJ·JLJw. .. I 5UNN ICl!l·DY 20 .oMP. 14>, 12e> Y. " I I E-29 DUMP l>INK ~ ie-&a:>I I 'i't'1 I 1 i /j·jjl I 2e> AMP., le>, 12'2> Y. I i ! I! ! I Ii I I I 1 ii ! i I ! I I 20 AMP. iZ>, 1W v. i I ' ; Ii - i I i ; i :I i.._'__._ \_} \_j \__ j l=+-1-- -CONE cAee 1 i t---... I~ I i G i ('...... - Q E!-3'> cat.INTE!I" TOP = !I IERCIAL Ov&I 1-.-;1------1------t-----.--·- r-' 14'-2 114'' e._ '-2 314" )'-'------~~~----- _,. ____,__~~~----~----..ll !!·311' - &ANDWICl-I CONDM. UNIT AF'W COLD II.ELL CW·I 2'2> AMP. lrti, 12e> v. ATM! MAGAZINI: ~·-10· ·- RACK ' '" ~r..-·-- ..-----~'----i E·.olrtl 4' PIP CAl:llNET 13 ISACHJ 2'1> AMI". le>, 12e> v. • • / 1!·41 \ I \ I E-42 &ODA FOUNTAIN \ / / / 1!·4! MALT MIXER 121.WITSJ 20 AHP., 10, 120 ______, v. ········--··--·------· ------ 1'-0 112' ···~------ W AMP. 1'1>, 120 Y. ' 1-iAND I-I.AND DF ' ~ TRL 55 !3R'G. 6RICK MASONRY PRIVACY \-TYPICAL '"-..... UJALL Afi --··-----,7 "/ ~ ft i 1--··· a.AeLED ENCLOetJF A CONVENIENCE 8TORE FOR JOB NO. 81BTNO. 114'=1'-""' ELEVATION I 11-2.3-2016 ARC!-!. REVIEW 60ARD UFDATE UNITED DAIRY FARMERS DRAWN BY SIDE FACING! RESIDENTIAi.. PROPERTIES 2204 WEST DUBLIN GRANVILLE ROAD A COLUMBUS, OHIO 43086 CllECICllD BY 10 JOHN D. JOHNSTON ARCHITECTS DATE 81'0f1Et·NO. 8911 MONTGOMERY ROAD 11.17.16 CINCINNATI, OHIO 48212 118•8H·8743 . 613 -'------ FAINTED MET AL PROTECTION EXHAUST CHIMNEY FOR RAILING AT MECH. FLATFO~S WITH ROOF NOT TO EXCEED / HVAC SYSTEM VENTILATION FREFINISHED METAL PRIVACY PANELS (4) FOWER ATTIC VENTS ON / 21'-8' ABOVE FINl&i-lED r-:;::=====::t TO MATCH SHINGLE COLOF< TO CONCEAL 7 12 ROOF - FAINT TO MATCH FLOOR I- LOW PROFILE MECHANICAL EQUIPMENT COLOR OF ROOF~ ,~"==-~------j------:----... ~~~,.--~~~L_~~~,~~~~~ ~ ~ i PROVIDE REMOVA6LE SECTION 11/ 1 1 RAILING IN THIS AREA 12 er.AF 'TIM6ERLINE' Fl6ERGILAeS Sl-llNC!oLES I ~ ~ ~~' 12 &' O.C:.. X .!Zl21' a.A. ALUM. SANDWICH COUNTER AF 12 ROOF OVEF< HVAC EQUIPMENT / / .'1 ~1 lxb PRIMED REDWOOD TYPICAL ICE ' SNOW ~ I [iB/ ~~~GsA6LED OOTTER60ARP-PAINTED lllm/ " - (2!2'-~'xh'-8' l-llNcr.ED SCF I , - ___ ------DUMPSTER ENCLOSUF II 1 ' ! 1 11 11 11 . I 1· " I I 1 I 11 ·I 11 •I I I 11 I TT 11 I I 11 I I I II l l 11 I I 11 I • 11 I 11 11 I I 11 ! I I I I! 11 11 I ! I I I 11 I 11 I r 11 11 ' I 11 I I 11 I 11 11 I ! 11 i 1 I T 11 'I I I 11 I ill / - --f-- / ' ' / 11 I 1 II II I 1 11 II 11 11 l ~~llgl~l~ll~::~ff~.1~~11~~-1~1~11~~11~1~1~1~1~~~1~11~1~1~~~11~~1~11~1~11~11~11~~11~11~ll*1~l~~~ll~~ll~~~ll~l~lll~l~li~~l~-~-.~~~~ll~ I II I 11 n 11 11 I' 11 111 I 11 11 I " TI I 11 ' I I 11 I I I 11 11 I ; I I 11 '/ I I 12'x24' CONT. CONCRETE FOOTINGs e MIN. 2'-6' ~ 6ELOW GsRADE OR AS REQD' 6Y CODE, ~ ..____ _ ~ W/ (2) CONTINUOUS 6ARS ~ "4 ~- I I ELEVATION l/4"=1'-0" I I I I I I REAR OF STORE f'ROJECTED I !", NOTE: I !'-- ALL ROOF S!-IEATl-llNC!o TO eE RADIANT BARRIER TYPE 4x8xl&/32 w/FOIL FACE BACKINC!o \ 6' D e.· ~ PLACE FOIL DOWN 4 INSTALL FER HANF. LATEST WRITTEN ®IDEL !Nee NOTE, CARPENTRY CONTRACTOR SHALL COORDINATE FINAL SIZE OF C!oUTTER BOARD WITH SIZE OF TRUSS CORD MEMBERS TO INSUF -----'"--,-- 1 er.AF 'TIMBERLINE' FIBERG.LA5S Sl-llNcr.LES @DETAIL l'=l'-!Z1 ' INSTALLED OYER ONE LAYER IS•FELT ELEVATION NOTES MATERIALS AND COLORS ------l >------i L ______J~::;- ;,,.y C!oABLED ENCLOSURE UNDERLAYMENT -~""' I OF HVAC EQUIPMENT ~~ v I. ALL FAINTED TRIM TO BE PRIMED l' ---=------VENTILATION/MECHANICAL CONCEALMENT LOUVERS 3' x 4' x .JZ>21' C!oAUcr.E ALUM. 4. ALL FACE BRICK SHALL BE STANDARD SIZE ELEMENTS TO MATCH DRYVIT SASE COLOR NO. l.S2 MOUNTAIN Focr. , 6RICK LAID IN COMMON RUNNINC!o eoND WITH 1- DOWNSPOUT-COLOR TO eE ROOF ELEMENTS AND PENETRATIONS ' ' TOOLED JOINTS UNLESS NOTED DIFFERENTLY / I/ SELECTED 6Y ARCHITECT ELEMENTS TO CLOSELY MATCH COLOR OF ASFHAL T Sl-llNC!oLES ,------/ (TYPICAL! ON Tl-IE DRAWINC!oS. BRICK SHALL BE OJ SELECTED BY Tl-IE ARCHITECT. MET AL DOORS AND FRAMES --'--- FAINTED TO MATC!-1 6RICK VENEER S. ROOF TO BE TEXTUF REVl8IONS BEAL A CONVENIENCE STORE FOR JOB NO. SHEET NO. f2"\ ELEV A TION 114'=1'-0" \All 7 SIDE FACING! LINLUORTH ROAD I 11-23-2016 ARCH. REVIEW BOARD UFDATE, UNITED DAIRY FARMERS DRAWN BY - 2204 WEST DUBLIN GRANVILLE ROAD A JOHN COLUMBUS, OHIO 43085 CHECKED BY 11 JOHN D. JOHNSTON ARCHITECTS DATE STORE NO. 3955 MONTGOMERY ROAD 11.17.16 CINCINNATI, OHIO 45212 613·398·8743 613 ------· IXll> !"RIMED f'!EDWOOD fllAKE !SOAF 112' PLYWOOD SHEATHING --~-.:--- TO FORM DFitAFTeTOF FAATITION A5 PE!'< 06C 11'.2' FLYWOOD &MEAT+.!ING TO FORM A Dl'i1AFT5TOF ------++----, 5EFARATING GABLE t=ROJECTION FFi10M MAIN &TORE • FFitOVIDE 22:.GO LINE OF FitOOF DRYYIT FINISH OVE!lll ,__ \ I IN&Ul.ATION eoAF 6UILDING F'FitOTECTION 60!.LAFitD SEE DETAIL ! €l @ I I r BRICK VENEER 6~YOND ' I--- 2'-IZ>'x2'-IZ>'X2'-IZ>' !SRICK CEl' NOTE: ALL 51-!INGLED ROOF 5!-IEAT!-llNG TO BE RADIANT BARRIER TYPE :>;kP00 PSI CONCRETE FOoTiNG 4'x8'x15/32 WITH FOIL FACE BACKING. FOIL TO FACE DOWN UJITl-1 (.3) 04 6Al'i1& EACl-I WAY AND BE INSTALLED FER MANUFACTURER'S LATEST WRITTEN GUI DEL INES. FOOTING TO RE&T ON UNDISTUl'i16ED --~ SOIL. AeeuMED 6EARING CAPACITY TO ee ISIZ'IZ> FeF 8EAL A CONYEflFDl't:E STORE FOR JOB RO. SIBT NO. I'" I' -0' UNITED DAIRY FARMERS DRAWN BY AF EQUIPMENT SCHEDULE lt!IT MOPlil.. -.,Y flllllUIOIN OA &XHAU&T ""'1 lllTU lNA l ------~ ...... ·.:..=,l.c.cr· ' "" ·~"~. 8111 ·------. --·- -- -- eoxeo 28x22 <:lUTI!IPI!! All'! Fll.M ll>.l"I o.n \ \ - ; •1 ESJltlCK -4' ll>.39 ll>.39 L c ~NECK . I '. !; - 10(11 NECK ~Sl..00<:4' .. !JI 50 CfM ' ); 375 CF'M In' GTI"eUM -ATMING llA .. __J 1 1 6 ~... Jie Pltsef'C# M ·- // ·1, \\ !NeUl.ATION )':( VD I tn• Ti-11!!\l!MAX 11>11111 &1!!11111!!& @ ~ flllG!P !NeULATION --- / ' ' ' • 112. PR'l'1llAl.L ll>A& ;41> • l D IN&IPE AIR Fll..M ll>A>& -168 ·.. I 10111 NECK 1o.t NECK lo.I NECI< ~~""f' n 275 CfM ! ·-~'·' 275 CfM 275 CfM ii 1'!•21.14 lits'29' ' lOlll U•Cl.D-46 U•O '18 ! i l WOOD~! flAAJC ~T/ '' •• el41NGLE ROOF fllJILT-1 i u i OUT61P1i All'I FILH (JI> M1"t<> ll>.11 ll>J1 DUMMY DJF"f'USER 109! NECK n l!IUILT·UF ~ -- £>.all ii @c==:i 300 CfM Fl!LT 15" ll>IDlb 11 ~& -- .. 1"1!!1111..l'll! f:lOAl'!C> "'""·- 2£>41 SALES AREA 112' 111.Q:ATl-lll'G ll>.6ll -- 100 All'! eFACE <&TlLW ll>.'1111 -- lJ Ill>' fll·llll> Fl1'l!llirlil.A&& lle>J//JI!) ·- ~ INllJLATION :W4' ACOU&TIC Tll.lil ui; IN6lPli All't eFACI! l&TILL> ll>.61 ll>.61-- 1'!•34J4 lb2ll U•d'J.a!-2 U•d'J.i04"1 i. VD 1441 I ,. . J I l' INEIU!.ATION GI.A&& U•d>-.61 @ 000!'!& U•fl>...t.i ' i HiFdl IETEI'< &LAEi INllUL.. R-10""' U•OJI) 10tl NECK 10lll NECK lOlll NECK 10lll. iNECK lOlll NECK i : 2' '&T"f1tOFOAM 68' 325 CF'M 325 CF'M 325 CFll 325 CFM 325 CF'M 10x10 SG t 90 Cfll 1016 DIFFUSER SCHEDULE 6UFPLY 0-111 TO eill!i 24"'24' UV Ill>'• NECK 15Y All'! QUIPli CCJlllF. MENS . i @ HOPl!!L'M'!E. 11.WITE -IT!ON 1!10X Irr HY.Ac CONTl'!ACTOI'!. 103 I llUl"F'LY OIFFU&l!!I'! TO BE Ill" PIA. 36ll>' nR:1W BY l-IART f COOLlrr @ j Er-1 6iJ!"l"I.Y C>IF1'1.11!1!!1'1 TO BE 4'xlll' l!IY l-IART f COOl.l!!Y. 70 CF'H @ Fl-U&l-l MQHT WITM Cl!!ILING. I -· ·----- . ------·· ------OlilTillALL ' .------·- ' "·'·'-·-'···· -· .--,-,-"--'-·-- t .. --~------~- ""• ·--~--··· -.----"~ "'"""'""'··----·· """""-" - --~ l'l!11Jl'iN Cil'llLI- TO BE V2'xln' li @ Pl'ttce 'TE~' 6' OONTNJOtJ& &I.OT t>ll'l'Uel!!l't 1•&1.0T TYl•!i!-1& ® - &llll> IGTIJIOIN GRll-Ul SUFll'ACE MQlm - NECK H.V.A.C. NOTES l 8UF'l"LY AND~~ DUCT& TO 1-!AVI! l 112' Tl-!!CX F~ BALANCE SCHEDULE INelJLATION WITl-I YAl"OI'! - AND &1-!ALL eE l.ABEU!C> lNCICATm VENTILATION AIR SC HEDULE &YSTEM SUFFLY O.A INelJLATm VALUE, Fl..Al"E -AC> AND &MQKE P1!!"1!1LOFMENT. CICCJP-ANT A.MAO-A l 1-1.Y.AC. COHTl'tACTOlll TO CGl-N!CT et1aKl! PET!CTION Pl!!YICI! l'l'IOYIPEP FQ!QIJlll!i!!O OA Cl'M FOR I!~ ~ACE I& CALCllLATl!O A& FOLLOlll&< •• IN RETUl'IN &!PE! CF 1-1.Y.AC. UNITo Wl!G IN &!!'!IE& Wln.I FIOCF TO!" I.NIT OA • Afl/IE.All~ X occ:upANTS/l fl!){!)f!J SQ FTJ + (A! &. ALL 111iC1UNt> DUCT &flALI. 1!11i GAl..YANIZEP WIT!-! FAINT -· '.I. ALL M!!Cl-!ANICAL l!!Gllll"Hl!NT &!-!ALL - t"I!~Y -:.a:> Ml!TAL FLAT! OI'! T.ddr INC>ICATING Ai"'!"t'IOYAL Mil!NCY NUMeEflt, MANLF~ MODEL IU'tlllEflt, &l!!l'IAL NllMel!!li. TE&TN:i ..IGENCY, f\IEl. T'l'1"E, INl"UT AND Clll1"UT !'!ATING&. llZI. ALL 1-!YAC PllC11llC)!llK lll-IALL BE FAElfl!lc::ATl!P FfllCM GALY. &TEEi. 1-!AYm 314' WATER OUT TO IRRIGATION SYSTEM 6Cl-!EMATIC MANIFOLD ..---- I 1/2' WATER SERVICE FIELD LOCATION 6Y FLUM151NG CON c.o. ··- -- -- lr.l'CW PRIMED BY CONDENSATE ·¥( /I! / I / I // ) / ! /l' I ' / I ,• 11 / I: ;11, / DRAIN UNE OFF WAl...K-IN • '\,l / .. / 'L ,/ ' , "/ / ill "/ // ; ./ ii .• " ,/-~ Ii ,- !! // : /-" eox FAN COIL UNIT , , -: \.. --~ __.~ -- ---~ ------II- -- JL __...~ .,_...... --- l-- L- -'""~ 11---- " 3'SAN 3'SAN .... 0 .ooJ \ I i I 11 'I 11··- ! I , I I 111 I r • L___: ---··------ QUILET END VIEW 3&'-'il' ' ~ETA' ' .' I' ' r-:r,n ;------I ' I I \ ' I !p,'===*====ii====~===-.ii ) ~--·----·-··· ____,_I ____ . ,_,_--'----···. ' ': .. L_ __ ' ii ==tl I' \ \ I L:=•. =···=~====::'.J I r=--+-····~· I I I I I L ______e!ECTION 'A·A' : [Q] [Q]/ ' L______ BC e FER FLAN DESCRIPTION SPECIFICATION RATING, (4) REQUIRED, DESIGNATED 61W UJATER-- ! L.,__...,.,.._r+r-t SERYICE c F-1 WATER CLOSET AMERICAN STANDARD "210&.400 'CADET' ELONGATED SIPHON JET ACTION, CLOSE-COUPLED, UJl..llTE Vltfi?EOUS 3) STUB WATER UP INTO BASE CA61NET AND CAP FOR FUTURE USE, ' CHINA "34ll:'S·lf>l6 i>UFFLY STOP, BEMIS "l$S-SS/C SEAT. "" ' FVC Dfi?A IN LINE A TT ACHED ANci f'·2 LAVATOfirr CUSTOM LAVATOfirr W/ SINK e0WL. 6Y CA61NET MAKER. SUPPORTED OFf DEDUCT PLUMBER RESFONSIBLE FOR ALL HOOK.-Uf'S. FLUMeellil CA61NET ' LEGEND METER TO euF'PLy AND INST ALL HAPlDWA~, AM£!R. erANDARD 1-lERITAGE LEVER 1-!A' ELECTRIC WATER 40 GALLON ELECTRIC WATER !-!EATER - i:;:.v RHEEM, GA&FIFING SCI-I. 4" 61...ACK STEEL FER GA& COMPANY Fi?E:!s!U.ATION&. 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C!"Oll'IMAT! D<:D 4'2"0 USA Bo.seol on the in.:·orric tion i:roviocol, :::.ll cli"lcrsions o.n:J lur~i'lo.irc loco.tions f-----~--~---.--- -=-==='>!~='===·~=·=··='='"="'~"'=··~~=ol shown re=iresent recoriMencleol i:osi liuns -h"° Cc'ntiir·f='e>r· J.r1G/or· cu·chitec--:: 1'1ust I TrH-l'.JG PPJFDSAL LD-1?1741-4 deter-r'1ine the o.pplico.bLity ::iF the .oyout t.--: Px.stino or- ruture- rield conditions. UNITED DA=:;oy FAR,"1ERS This lighti'lg plo.n represerrts llurii1~0.-:lor Lev2ls co.,=ulo.-:eci frori lo.tore\ t:.:iry clu tu DUBLIN "'0 to.ken un:le r controll.ed Loncli Lio/is in ut_corrlonrP with ThP Tlluriirin ti no E" nginee~- ing GRAN\/ JLLI:_, JH 2 :'\oriP-ty (IFS! .1rrrovPci MPi:-toos. Actuo.L pe1~fo1~Mo.nce 0 o.ny r"""o.nufo.ctu1~er·s luri:no.ires SciEET REV:9/25/2J14 MOY vo.ry due to cho.nges i-'l electrico.l vclto.gc, tolc"o.nce in lo.Mps/LED's o.nci other OF l vo.rlo.k.lle ..=-ield cond:tions. <=:olculo. tion::; de nu L inL.udlo' ubs I.~ ·uc·I: uns such o.s buil.dings, 0 Lur··ls, lo.'ldsco.ping, o~ ony :itl-e-r· ~,rchii:Pr-tut"ol PlPriPnts uhiPSS hotec!. SCALE' ~·=20' 20 City of Worthington ARCHITECTURAL REVIEW BOARD Certificate of Appropriateness Application 1. Property Location 661 Evening St, Worthington OH 43085 2. Presen t!Proposed Use Residential, single family dwelling 3. Zoning District 4. Applicant Allen Eiger and Joanne Dole Address 661 Evening St, Worthington OH 43085 Phone Number(s) 614-330-5331or614-374-5729 5. Property Owner Allen Eiger and Joanne Dole Address 661 Evening St, Worthington OH 43085 Phone Number(s) 614-330-5331 or 614-374-5729 6. Project Description Installation of 17 Solar Panels 7. Project Details: a) Design see attachment b) Color see attachment c) Size each panel is 38" x 76" d) Approximate Cost $15,000 Expected Completion Date March 30, 2017 PLEASE READ THE FOLLOWING STATEMENTAND SIGN YOUR NAME: The information contained in this application and in all attachments is true and correct to the best of my knowledge. I further acknowledge that I have familiarized myself with all applicable sections of the Worthington Codified Ordinances and will comply with all applicable regulations. !t/z!I?,, ! Date 11b/t1e Date Abutting Property Owners List for 661 Evening St. David & Kathleen Griffin 669 Evening St. Worthington, OH 43085 John Moe Paula Baker 678 Evening St. Worthington, OH 43085 Pamela Smith 672 Evening St. Worthington, OH 43085 Steven & Akiko Pullen 653 Evening St. Worthington, OH 43085 Martha Lopeman 652 Sinsbury Dr. E. Worthington, OH 43085 Aaron McGreevy Molly Morris 660 Sinsbury Dr. E. Worthington, OH 43085 Allen Eiger and Joanne Dole 661 Evening St PLACEMENT OF SOLAR PANELS While deciding where to place our solar panels, we had three criteria as our guidelines: 1. Minimizing visibility from the Historic District 2. Awareness of the AEP's need to provide a stable and reliable grid and meet the power demand during peak demand hours during late afternoon 3. Maximizing efficiency and productivity of the solar panels To meet the #1 objective, we chose to place !!Q panels on the East-facing (Evening St) roof. The majority of panels being placed on the backside of the house (West roof) will ensure this. To achieve the #2 objective, we decided to place most of our panels (1 2) on the West roof. Those panels will not be visible from the Historic District. Typically utility electricity demand loads peak in late afternoon and early evening, due to the use of lights, appliances, heating and air-conditioning systems, water heaters, etc., in homes after work and school. That's also the time of day when West facing panels will be receiving good solar exposure. However, going with ONLY with West-facing panels will not reach the top of their design efficiency and productivity, and won't meet our capacity goal of SkW an-ay (without significantly increasing the number of panels and making the project cost-prohibitive for us). So to help meet the #3 goal, we decided to place 5 panels on the small South-facing roof section over the garage. These 5 panels will significantly raise the overall efficiency and productivity of the entire array, increasing the weighted-average of every panel. Those panels will have limited visibility from Evening Street, but only from a small angle from the Southern direction (please see the photo below). This placement of panels is a good balanced approach which is a win-win-win with respect to our three goals, making the project feasible for us in terms of power production capacity and cost. Even with this placement (ensuring minimal visibility), the solar system produces extremely well and will ensure that over 350,000 pounds of C02 are not emitted into the atmosphere. Also, given the C02 absorbtion qualities of trees, installing this solar system is the equivalent of planting over 17,000 trees over the life of the system. 661 Evening Street, Solar Panels project The image below is from Google Sunroof Project (with the red arrow added by us). This project uses sattelite images and computes solar exposure of roofs. The lighter the color. the better the solar exposure of the roof. As can be seen, the small South facing section where the red arrow points is the best part of our roof for solar panels. Utilizing this section will drastically improve the efficiency of our entire array, also allowing us to send more power to the grid when we generate more than we consume. Cl~OF WORTHIN~TOt f'K. \ · ::J.~- \ \Q DRAWING NO. DATE ll-J -\\a OHIO OWER ~;;;SOLUTIONS 5.44kW Solar Project 661 Evening Street, Worthington, Ohio 43085 The proposed Solar System consists of the following : • 17 Canadian Solar 320 Watt solar panels. These will be installed on the left and backsides of the roof. • 1 SolarEdge Inverter mounted in the basement. • Iron Ridge rails and Flashed L-Feet A plot plan of the system is provided below. ~llJ ~F WORTHINGTQ~ N( \"J...Q\- \ '() DRAWING NO. DATE l\-:Z --- \\ ~ Bob Sisco bsisco@oh iopowersol utio ns. com 740-506-0906 ;;f Ill OHIO POWER ....-II.I S 0 L U T I 0 N S Some sample installations are provided below. Specification Sheets are attached. The system is engineered for local maximum 90 MPH winds. All work is performed according to NEC 2014. CllY ~WORTHINR\ TTOON A1 \~C\-''O DRAWi GNO . DATE }\-J - lb Bob Sisco [email protected] 740-506-0906 CIIY AF WORI.HINGTUN ~\.J._ \ 'J_C\ - \ \p ORAW1NG NO. DATE \\-1-\lp CIT'( Ql WORTHINGTOh ·~R \-a.C\ .. \\,.., DRAWING NO. V DATE '\ -1-- \W - cny 0~ ORTHINGTO~ ~ \~ct-\\~ DRAW NG NO. y.; DATE )) - / - \ \a City of Worthington Case# ---<-++-'~....._...., ARCHITECTURAL REVIEW BOARD Certificate of Appropriateness Application 1. Property Location 2. Present/Proposed Use - -'1147._._r_,_6 ""-'""''-+-=--t------'Y'--'e.'-'~...... &'""' d'-"-~:....O..:...... t-'""""e.~ ------3. Zoning District S-1 '/ 4. Applicant __"Re~b~U.ca,~~ ~A~m~m~+______ Address ~I~ £. )?~b lin GrAm{\ He l<.d. \Alo r:lban~ DH i/3oiS"' PhoneNumber(s) lol4- af~~ 35l£l, (H) '614 ~5;4 DSI~ (cell) 5. Property Owner "Ke.be.c ea.. Ame.cV'-+ Address Phone Number(s) ------ 1 6. Project Description Ee.pl o--c..e f X. l S 4=n \ ~ de..+e Y' i11 Y ~+i n j -fene. f. 7. Project Details: a) Design a-H-~l-ieA b) Color r'\tt+u. r-oJ cecl ar c) Size 4~,, d) Approximate Cost ?> 0 Expected Completion Date I ~11 "f- / I 4-> PLEASE READ THE FOLLOWING STATEMENTAND SIGN YOUR NAME: The information contained in this application and in all attachments is true and correct to the best of my knowledge. I further acknowledge that I have familiarized myself with all applicable sections of the Worthington Codified Ordinances and will comply with all applicable regulations. 11/1g//h Applicant (Signature) Date I JI // Richard Yoerger Janet Mackenzie 3651 Patrick Rd. Sunbury, OH 43074 Resident 208 E. Granville Rd. Worthington, OH 43085 Robert Mora 214 E. Granville Rd. Worthington, OH 43085 Jill Lukshin Justin Hoff 220 E. Granville Rd. Worthington, OH 43085 Martin & Mary Walsh 219 E. Granville Rd. Worthington, OH 43085 Donna Sterling 698 Plymouth St. Worthington, OH 43085 Jennifer Murnane 704 Plymouth St. Worthington, OH 43085 Elizabeth Tait Ralph Leech 211 E. Granville Rd. Worthington, OH 43085 MYERS SuRVEYlNG Co. 2740 Eul Moin S~t. Culumbu11 43200 (Healey), Ohio PART OF LOTS 11a12 MORRIS AOD'N. WORTHINGTON,OHIO FOR AMERICAN REALTY TITLE ASSUR. CO. AN9/0R MID-AMERICA FEDERAL SAVINGS8LOAN ASS'N. P.B. I F11&• I I 9 Flood Zone "C" as per F.I.R,M. ;; Fr~ Co. a.e. Off" 'St:tlk l"= , 390181-0:J04-B 25r-· I · 24 ·'86 I ~I -~ ·\·,' 11'i J ~:l• '1~ L 0 T 11 '~~- . .. ..'::> -- {, ' . -..: I -(() 0 ti \I 0 :t: 0 .... I to :::> 0 - t.L.I ~ "" ~ ~ ...J w Q.. "'- ~ ~ 0:: \ i...i 0 ~ Q l.LJ en ::::> 57. oo' C'T( Of WORlH'tiGT.ON l\V-. \~Q , \ kJ DRAWING NO. OAT£ \\- \Q ·-\\a Notes: Proposal 725 Kintner Parkway Date I- v,..;J Sunbury, OH 43074 - Wor~~ic;" f?..pv,',,_ Expiration Tel. 614.929.3526 Date Fax. 740.936.5452 c;1 l'ftJS•f C/JCt? - p~I~ Target Install ~ \ 1_ www.MaeFence.com Date ~\""'W Name Job Name Address Job Address City. State. Zip Email Home Phone Cell County/ Township! Subdivision "" ----· ------·- --- - - J~· ------·- PAYMENT TERMS: Payment 1 Paymem3 TOTAL $ >!( 33 % DEPOSlT $ Date $ Date $ Date nee to be paid to lns1allatlon crew chief M D A Check M D A Check M D A Check or oflle. upon completion v v v # # # DEPOSIT $ [J % DEPOSIT BALANCE $ Terms; Exp Sec Exp Sec Exp Sec ACCEPTANCE OF PROPOSAL: YOU, THE CONSUMER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION The above prices. specifK:ations and conditions are satisfactory aod are hereby accepted. Payment will be make as outlined in this contract. Alt wori< is to be completed in a womnanlike manner according to standard practices. Any alteration 0< deviation from above specifications involving extra charges will be executed only upon written orders and wiU become an extra cost over and above the sale price. CanceOation of this contract after three business days win result in a 20% restoclling fee. In the event of a default payment Mae Fence may place the account with an agency and/or attorney for cottection. Mae Fence may record and enforce a mechanic's lein agamst the property on which the project was installed accordance with tllQ1"911(1Jc'f~~~ Customer agrees to pay all fees and costs associated with default payments. Our employees are fully covered my workman's compensation insurance. lil I l Ur VVUM I nll'tU Payment Is due immediately following lnatallatton. .{\Q_ \ ~0-\ \? Customer Signature DATt \ \ ... \B>- \k:; Name: Target Install Date: {.. )TSpaced Picket o Decorative Top Spacing ,, Board Size: __,_,,,I.--____ ~ Cedar o Solid Privacy o Board on Batton . ,, Board Cut: ('"""f.... o Treated Pine o Shadow Board o Rail )... o Other: Description: D Other Other: ~ lH!IU!I tllll!J I n....r lllllllllllWI'. #of Face Caps -l 111111t11 ! # -~-Iof Ffames I Rails Framing Cp11st.r""''n" Other. I ) ,r,::~~d ~ -;-· LJ 1 -< D Other r-...... F:ace Nail Toe Nail ..--... Mortice and Tennon I Post Size Post Top Eedar a Treated Pine B(\.) o Other c ... f~ #of Gates __....,{...__ __ . Black o Gravity Latch \ I"oots~ . . r.. a Wet Set Concrete #of Single --.1..---- r!~alva nized ¢'2 -Way Latch: J-. '1 ..,c...6ry Set Concrete # of Double _.._fr-___ o Other o Drop Rod o Other: #ofA~ CJ 2 - Post D Crescent CJ 4' Wide Wire \...... ~ CJ 4 - Post o Traditional o Other: C(Jvr""' ... 3s u ~ ~.6Sv '(P.>A {4~ ~)$ ~ ~0 ClTY AF WORT. HINGTON R~t otcA N<... \2:{)-\\o r<"'Cr DRAWING NO. OAT£ \\-\8- \1(2 I GRAND TOTAL$ 3\ l 1(> ---- Im---- ·--· __-aca ·------~-u-- G) . --~· ··- - I 0 PSI, TEMP 200'F MAI00-A3. F-3 (3) CCMF. SINK 2' I 112' 2' 112' 112' INSTALLED 6Y FLUM. CONn;t 2204 WEST DUBLIN GRANVILLE ROAD A &INK FU!iiNl&l-!ED 6Y UDF, CHECKED BY BATHl'