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FLD2011-03012; 1996 GULF TO BAY BLVD; GULF TO BAY SUBWAY FLD2011-03012 1996 GULF TO BAY BLVD Date Received: 3/1/201112:08:21 PM Gulf to Bay Subway ZONING DISTRICT: Commercial LAND USE: Commercial General ATLAS PAGE: 289A PLANNER OF RECORD: PLANNER: Kevin Nurnberger, Planner III CDB Meeting Date: May 17, 2011 Case Number: FLD2011-03012 Agenda Item: E.4. Owner/Applicant: Gulf to Bay Investments, LLC Representative: Rick Tommell, Avid Group Address: 1996 Gulf to Bay Boulevard CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for a 2,600 square foot restaurant in the Commercial (C) District with a lot area of 0.50 acres, a lot width of 148 feet along Gulf to Bay Boulevard a lot width of 138 feet along Hercules Avenue, front (south) setback 31 feet (to building) and 21 feet (to pavement), front (east) setbacks of 25.02 feet (to building) and 16.34 feet (to pavement), side (west) setbacks of 77.66 feet (to building) and 8.66 feet (to pavement), side (north) setbacks of 49.91 feet (to building) and 5.2 feet (to pavement), a building height of 18.66 feet (to flat roof) and 23.4 feet (to highest point), and 25 off-street parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704; and a reduction to the perimeter landscape buffers along Gulf to Bay Boulevard and Hercules Avenue from 15 feet to 7 feet as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202. ZONING DISTRICT: Commercial (C) District FUTURE LAND USE PLAN CATEGORY: Commercial General (CG) PROPERTY USE: Current Use: Automobile Service Station (vacant) Proposed Use: Restaurant EXISTING North: Commercial (C) District SURROUNDING Parking Lot ZONING AND USES: South: Institutional (I) District School East: Commercial (C) District Retail Sales and Services West: Commercial (C) District Offices Community Development Board - May 17, 2011 FLD2011-03012 -Page 1 of 11 ANALYSIS: Site Location and Existing Conditions: The 0.50 acre site is located on the northwest side of Gulf to Bay Boulevard, at the intersection of Gulf to Bay Boulevard and S. Hercules Avenue. The site contains an existing 643 square foot building, automated car wash, gas pumps and canopy. Planning staff determined that an "automobile service station" land use was established on this site in 1988 and successively occupied by Gulf Oil, Mobil Oil and BP. There are three driveways onto the site; two driveways access the site from Gulf to Bay Boulevard and one from S. Hercules Avenue. The site has 144 feet of frontage along Gulf to Bay Boulevard and 138 feet along Hercules Avenue. Office uses are located adjacent to the north and west, with attached dwellings located farther north. The area along Gulf to Bay Boulevard can be characterized as commercially developed within the Commercial (C) District, with office and retail sales and services uses and another automobile service station within close proximity of the subject property. Clearwater High School is located across Gulf to Bay Boulevard to the south within the Institutional (I) District. Commercial properties along Gulf to Bay Boulevard between S. Keene Road and S. Belcher Road can be characterized as having a mix of building and parking lot locations on the individual properties. Some properties have been designed with the building placed forward on the property with parking to one side and the rear of the building, while others have the parking area in front of the building. Development Proposal: The proposal is to completely redevelop this site by demolishing the existing structures and construct a new one-story, 2,600 square foot building at the southeast corner of the site for a restaurant. The submitted materials and colors for the building are gray stone, copper roof cap, Armagnac body stucco finish, and vanillin trim. The existing site is accessed by a driveway on the east side along S. Hercules Avenue and by two driveways on Gulf to Bay Boulevard. The project proposes to close the eastern driveway on Gulf to Bay Boulevard, as this driveway is too close to S. Hercules Avenue. The remaining driveways will be improved to current Code requirements for access. The applicant is proposing to close this eastern driveway and replace it with a landscape buffer equal in depth as the proposed landscape buffer along S. Hercules Avenue. A total of 25 parking spaces will be located to the side and rear of this new building. This site layout satisfies the majority of Community Development Code (CDC), Building Code and Fire Code requirements, albeit with necessary setback reductions. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Floor Area Ratio (FAR): Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maximum floor area ratio for properties with a designation of Commercial General (CG) is 0.55. Based on the 0.50 acres, a maximum of 11,900 square feet of commercial floor area is permissible under current regulations. The proposal is for 2,600 square feet, at a Floor Area Ratio of 0. 12, which is consistent with the Code provisions. Community Development Board - May 17, 2011 FLD2011-03012 - Page 2 of 11 Impervious Surface Ratio (ISR): Pursuant to Countywide Plan Rules and CDC Section 2-701.1, the maximum allowable ISR is 0.95. The proposed ISR is 0.68, which is consistent with the Code provisions. Minimum Lot Area and Width: Pursuant to CDC Table 2-704, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the minimum lot area requirement for restaurants is 10,000 square feet. The existing lot area for the subject property is 21,613 square feet. For comparative purposes, the minimum lot width requirement for restaurants is 100 feet. The lot widths along Gulf to Bay Boulevard and S. Hercules Avenue are 144 feet and 138 feet, respectively. The development proposal exceeds these comparative Code provisions for restaurants. Minimum Setbacks: Pursuant to CDC Table 2-704, there are no minimum setback requirements for a Comprehensive Infill Redevelopment Project. Typically, the minimum front setback requirement for a restaurant can range between 15 and 25 feet; and the side setback can range between zero and 10 feet. However, the subject property is a corner lot, the south and east portions of the property must meet a front setback, while the north and west sides must meet a side setback. The proposal includes front (south) setbacks of 18.33 feet (to curb) and 24 feet (to pavement), a front (east) setback of 16.34 setback (to curb), a side (north) setback of 5.2 feet (to curb), and a side (west) setback of 8.66 feet (to curb). Building and parking lot locations on most properties between S. Keene Road and S. Belcher Road do not meet current required front, side or rear setback requirements. The adjacent office building to the west and its associated parking lot to the north of the subject site is developed with pavement at similar setbacks to those proposed at this site. Commercial property to the east and southeast are presently developed with pavement at less than five foot in depth from the property line, with many at a zero feet front setback. The existing church parking lot to the northeast across S. Hercules Avenue is located approximately at a similar setback as the subject property. The parking lot pavement at Clearwater High School across Gulf to Bay Boulevard is at a zero-foot front setback. Based on this existing character of the surrounding area, the proposed setbacks are compatible and consistent with this character of the surrounding commercial properties. In addition, the removal of the eastern driveway to meet current spacing requirements from intersections and upgrading of the landscaping within the front perimeter buffers can be viewed as improvements to the overall site. Such enhancements will significantly improve the visual appearance and safety at this intersection. Maximum Building Height: Pursuant to CDC Table 2-704, there is no maximum allowable height for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the maximum building height for restaurants can range between 25 and 50 feet. Following the completion of the proposed architectural facade, the height of the flat roof will be 18.8 feet; however an architectural detail on the buildings west and south elevation (facing Gulf to Bay Boulevard) will have a height of 23.4 feet. In either instance the height is well below that which may be permitted based upon the above Code provisions. Community Development Board -May 17, 2011 FLD2011-03012 - Page 3 of 11 Minimum Off-Street Parking: Pursuant to CDC Table 2-704, the minimum required parking for a Comprehensive Infill Redevelopment Project is determined by the Community Development Coordinator based on the specific use and/or ITE Manual standards. The off-street parking requirement for restaurants is between 7 and 15 spaces per 1,000 square feet of gross floor area, which for a 2,600 square foot restaurant would result in a requirement between 18 and 39 spaces. The applicant is proposing 25 off-street parking spaces, which would provide parking at a ratio of 9.6 spaces per 1,000 square feet of gross floor area. The applicant has submitted a Parking Study to justify the proposed number of off-street parking spaces. The applicant's consultant studied a 1,800 square foot Subway restaurant located at 2790 Gulf to Bay Boulevard. The study notes that this restaurant operates fifteen hours per day and it is located in a plaza with ninety-seven shared parking spaces. It has a parking ratio of 4.3 vehicles per 1,000 square feet of gross floor area which is 7 parking spaces. However, a standard restaurant with 1,800 square feet would require a minimum of 27 parking spaces. The submitted study found that most vehicles visited this location between the restaurants opening (10 AM) to just after lunch (2 PM) at a yearly average of 12 vehicles per hour. Although the studied site consists of a restaurant that is less than the size of the proposed restaurant, the study shows that at the restaurants peak period an average of twelve parking spaces were necessary to meet parking demand. Furthermore, the applicant expects most customers to be foot traffic from Clearwater High School located directly across Gulf to Bay Boulevard. While the proposed use would typically require more parking spaces than the restaurant studied, the parking demand study demonstrates that the proposed 25 off-street parking spaces will be adequate to meet the demand of the new restaurant during all periods. As these 25 spaces are well within the acceptable range for restaurants, positive findings can be made with regard to the requested off- street parking reduction. Mechanical Equipment: Pursuant to CDC Section 3-201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. Based upon the plans submitted, it is unclear of the location of such mechanical equipment, whether such will be placed on the ground or on the roof area. The location and screening of such mechanical equipment will be reviewed at time of building permit submission, should this application be approved by the CDB. Sight Visibility Triangles: Pursuant to CDC Section 3-904.A, to minimize hazards at the existing driveways, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20-foot sight visibility triangles. The proposal was reviewed by the City's Traffic Engineering Department and found to be acceptable. Solid Waste: The dumpster enclosure will be located in the northwest corner of the site. The location allows for trouble-free access for solid waste vehicles. The enclosure shall be of similar color and stucco finish as the principle structure. The proposal has been found to be acceptable by the City's Solid Waste Department. Community Development Board - May 17, 2011 FLD2011-03012 - Page 4 of 11 Landscaping: Pursuant to CDC Section 3-1202.1), there is a 15 -foot wide perimeter buffer required along both Gulf to Bay Boulevard and S. Hercules Avenue. However, due to the site design, the landscape plans shows a reduction to the perimeter landscape buffers along Gulf to Bay Boulevard and Hercules Avenue from 15 feet to 7 feet. Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Consistent I Inconsistent 1. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a N/A N/A part of the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment x proposed in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is N/A N/A automatically controlled so that the lighting is turned off when the business is closed. 3. Community character: The landscape treatment proposed in the comprehensive x landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape x program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the N/A N/A comprehensive landscape program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. The ability to meet the Code requirements for perimeter areas is restricted by the property configuration, building location, stormwater requirements and the provision of the greatest number of parking spaces possible. Given these design constraints, the applicant has designed as much landscaping as possible within the planting areas provided. Along S. Hercules Avenue, a perimeter buffer of 7 feet is provided between the retention pond and S. Hercules Avenue right- of-way which will be adequately planted and further enhanced with the addition of large natchez crepe myrtles. The proposed 7-foot front landscape buffer along Gulf to Bay Boulevard will be planted with cabbage palms and crepe myrtles with underplantings consisting of Indian hawthorn and sweet viburnum along the entire length of the property. Also, within the side perimeter buffers, the landscape plans show that five mature live oak trees with large canopies will be preserved to meet tree planting requirements. However, the landscape plan shows eight palm trees located in the retention pond along Hercules Avenue. These palm trees will need to be relocated on site or replace them with a minimum of two shade trees on site in an acceptable location. Currently, the site contains only minor landscaping along the rights-of-way that have not been properly maintained since the property became vacant. The proposed Comprehensive Landscape Program improvements will enhance the visual appearance of the northwest corner of the intersection of Gulf to Bay Boulevard and S. Hercules Avenue. In addition, foundation planting and parking lot interior landscape requirements are compliant with code. Community Development Board -May 17, 2011 FLD2011-03012 - Page 5 of 11 Si na e: The applicant is not proposing any signage concurrent with this development proposal. It is noted that, the plans show an existing non-conforming freestanding sign from the previous use. This freestanding sign shall be removed in compliance with CDC Section 6-104 prior to issuance of a building permit. Code Enforcement Analysis: There are no active Code Enforcement cases for the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards of the Commercial General (CG) land use category and the Commercial (C) District as per CDC Section 2-701.1 and Table 2-704: Standard Proposed Consistent Inconsistent FAR 0.55 0.12 X ISR 0.90 0.68 X Minimum Lot Area N/A 21,613 sq. ft. (0.50 acres) X Minimum N/A S. Hercules: 138 feet X Lot Width Gulf to Bay: 144 feet X Minimum Setbacks Front: N/A East: 16.34 feet (to curb) X 25.02 feet (to building) South: 18.33 feet (to curb) X 24 feet (to pavement) 31 feet (to building) Side: N/A North: 5.2 feet (to curb) X 5.41 feet (to curb) 5.91 feet (to curb) West: 9.37 feet (to dumpster) X 9.63 feet (to dumpster) 8.66 feet (to curb) 10.1 feet (to curb 10.14 feet (to curb) Maximum Height N/A 23.4 feet X Minimum 7-15 spaces per 1,000 SF GFA 25 parking spaces x Off-Street Parking (18-39 spaces) (9.6 spaces per 1,000 sq. ft.) Community Development Board -May 17, 2011 FLD2011-03012 - Page 6 of 11 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-703.C (Comprehensive Infill Redevelopment Project): Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building step backs; and ? Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board -May 17, 2011 FLD2011-03012 - Page 7 of 11 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3-914.A: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the x immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including x visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of April 7, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 0.50 acres is located at the northwest corner of Gulf to Bay Boulevard and S. Hercules Avenue; 2. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 3. The site presently is developed with an automobile service station, including an existing 630 square foot building, automated car wash, gas pumps and canopy; 4. The proposal is to completely redevelop this site by demolishing the existing structures to permit a 2,600 square foot restaurant with 25 off-street parking spaces; 5. The proposal includes closing the eastern driveway on Gulf to Bay Boulevard and planting a 7 foot perimeter landscape buffer; 6. The existing eastern driveway on Gulf to Bay Boulevard does not meet current driveway spacing requirements from intersections and its removal will reduce turning movements and increase safety along Gulf to Bay Boulevard; 7. The proposal includes flexibility in the front (south) setbacks of 18.33 feet (to curb) and 24 feet (to pavement), front (east) setback of 16.34 feet (to pavement), side (west) setback of 8.66 feet (to pavement), side (north) setback of 5.2 feet (to pavement); 8. The setbacks will allow for the construction of a parking lot that is compliant with the parking lot standards; 9. Based on the existing character of the surrounding area, the proposed setbacks at this site are compatible and consistent the surrounding properties; Community Development Board -May 17, 2011 FLD2011-03012 - Page 8 of 11 10. The applicant proposes 25 off-street parking spaces at a ratio of 9.6 spaces per 1,000 square feet of gross floor area that is within the acceptable range for restaurants; 11. The proposal includes a reduction in the front perimeter landscape buffers from 15 feet to 7 feet and consists of Comprehensive Landscape Plan that will enhance the perimeter buffers along Gulf to Bay Boulevard and S. Hercules Avenue, which will improve the visual appearance of this site; and 12. There are no active Code Enforcement cases for the subject property. Conclusions of Law. The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Section 2-701.1 and Table 2-703 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 704.C of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A of the Community Development Code; and 4. The proposal is consistent with the criteria of the Comprehensive Landscape Program as per Section 3-1202.G of the Community Development Code. Based upon the above, the Planning and Development Department recommends APPROVAL of Flexible Development application for a 2,600 square foot restaurant in the Commercial (C) District with a lot area of 0.50 acres, a lot width of 148 feet along Gulf to Bay Boulevard a lot width of 138 feet along Hercules Avenue, front (south) setbacks of 31 feet (to building) and 21 feet (to pavement), front (east) setbacks of 25.02 feet (to building) and 16.34 feet (to pavement), side (west) setbacks of 77.66 feet (to building) and 8.66 feet (to pavement), side (north) setbacks of 49.91 feet (to building) and 5.2 feet (to pavement), a building height of 18.66 feet (to flat roof) and 23.4 feet (to highest point), and 25 off-street parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704; and a reduction to the perimeter landscape buffers along Gulf to Bay Boulevard and Hercules Avenue from 15 feet to 7 feet as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202, subject to the following conditions: Conditions of Approval: 1. That the final design and color of the building must be consistent with the conceptual materials, colors and elevations approved by the CDB; 2. That prior to the issuance of the any building permits, all outstanding comments from the Engineering Department be addressed; 3. That prior to the issuance of a building permits, the applicant shall revise the landscaping plan to relocate the trees shown in the retention pond to an acceptable area on site; 4. That the dumpster be located within an approved enclosure and the exterior of the dumpster enclosure have a stucco finish the same color as the building; 5. That prior to the issuance of any building permits, the existing non-conforming freestanding sign at 1996 Gulf to Bay Boulevard be removed in compliance with CDC Section 6-104; Community Development Board -May 17, 2011 FLD2011-03012 -Page 9 of 11 6. That prior to the issuance of any building permits, any outdoor lighting for this development be approved as set forth in CDC Section 3-1302; and 7. That prior to the issuance of a Certificate of Occupancy, all utilities including individual distribution lines are installed underground as set forth in CDC Se 3-912. Prepared by Planning and Development Department Staff. ?Nurnberger, Planner III ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs S: (Planning DepartmentlC D BTLEX (FLD)IPending cases)Up for the next CDBIGuIf to Bay 1996 GTB Subway (C) -2011.05-kwnV 996 GTB Subway Staff Report.docx Community Development Board - May 17, 2011 FLD2011-03012 - Page 10 of 11 Kevin Nurnberger 100 S Myrtle Avenue Clearwater, FL 33756 727-562- kevin.nurnberg_erna myclearwater.com PROFESSIONAL EXPERIENCE Planner III March 2011 to present Planner II City of Clearwater, Clearwater, Florida October 2010 to March 2011 Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Assist public customers at the Zoning Counter. Review Building permits Business tax receipts and Landscape plans. Planner I County of York, Yorktown, Virginia 2007 to 2009 Reviewed residential, commercial and mixed use development plans to ensure compliance with planning, zoning, subdivision and environmental standards as well as design criteria, specifications, regulations, codes and ordinances. Manage case load of planning applications and conduct site visits. I met with residents and neighborhood organizations regarding new existing residential development projects as directed. I led pre-application meetings with residents, contractors and developers regarding future projects which included state and local government agencies. Site Assistant Gahan and Long Ltd, Belfast, Northern Ireland 2006 to 2007 I helped to enforce Article 3 of the Planning Order (NI) with land owners, developers and district councils on procedures relating to archaeological and built heritage remains on proposed development sites. I assisted on site during the archeological process though out the pre- development stage. Development Planner Versar Inc, Fort Story/Fort Eustis, Virginia 2005 to 2006 Assisted the Cultural Resources Manager in the predevelopment stages of new development and building expansion projects. Reviewed site plans to ensure protection of historic properties. Supervised and participated in historical surveys and research in accordance with the Comprehensive Plan, the secretary of the Interior's Standards for Preservation planning and the Federal installations and the Virginia Department of Historic Resources. I developed survey strategies for the Cultural Resource Manager by reviewing local and state planning documents, comprehensive plans. The Virginia Department of Transportation plan and Virginia Power's public utility plan. I acted as a resource to the community to educate them on the matter of historic preservation. City Planner City Planning Commission, New Orleans, LA 2000 to 2005 Primary subdivision planner assisting applicants throughout the subdivision process in accordance with the zoning and subdivision regulations of the City of New Orleans. Evaluated zoning and subdivision applications prepared and presented preliminary staff reports to the City Planning Commission and Board of Zoning Adjustments. I participated in the community and neighbourhood workshops that focused on remapping and rezoning portions of the city in support of the proposed new Comprehensive zoning ordinance. EDUCATION University of New Orleans, LA MA Urban and Regional Planning (2004) State University of New York at Buffalo, NY BA Anthropology (1999) Q L) P"i SR-590 DREW ¢ !` a I P ST CR-52 0 o a a 4 - p - - - CLEVELAND LL, -j -j L Q ST o a a o ° O c w L) 0 = Z c d ? z Z 63 STAR LL1 Z Q C LLI a L F r? LLI L U) Z LU U) Y RAJNBOA' L DR PROJECT SITE 4 zL Z CAMELLIA CORINELL I - - Z GULF-TO-BAY BLVD - _ - SR-60 Z, p Z a ? l? 7 s U r INE ST i a0 p _ p ? 4 ¢ ROGERS 0 O M a m ' r>°r ruia Park Dr N C a Z n O ¢ Kp Q a D U 4 P! DRUID GR 03 a LU d S GRUIC CIR o DRUID ? RD c Ow uJ C_p > 4 Z LLJJ OR C, CAA7PUS E:= xo C if CROYDON p ? Q A ,L F I+?t(`NQLIA`• a p p p O DR ¢ x?x w rn? y ACADEtV1Y ENh7OORE ~ i COLLEGE DR MAGNOLIA ? PIPO.N DR DR 2 UN1VE RS DR ? L ° . C>l+.K ,' U3KE e RIPON DR \ 1 ?? t' EE LOCATION Owner: Gulf to Bay Investments, LLC. Case: FLD201 1-0301 2 Site: 1996 Gulf to Bay Boulevard Property Size: .5 acres/21,613 sq. ft. PIN: 13-29-15-00000-240-0800 Atlas Page: 289A 218 12 12? q12 12 m t0. 12 12 0 0 12 12 eN- 0 N N ° 2 DRIVE RA INBOW DR z z 04 N W NN N 300 1 301 10 30 301 1 1 1 TRINITY 6 1 10 A&? 30 303 30 PRESBYTERIAN Q on 2 304 305 3 305 30 = 399 300 2 30 2 9 307 2 2 2 5 a. 2 s 308 309 30 311 308 3 CHURCH 4 'w 310 3 31 311 3 e 3 3 31 0 W 3 6 400 LLI 401 400 O 401 J 400 U 2001 V) :3 01 00 4 4 7 402 402 p 403 4 4 W 402 2 Of U 403 4 7 U Q 402 405 O 405 44.6 110 405 40 L 6 408 407 5 407 406 W 409 5 410 ) 4 411 $ 409 5 408 Q 144 1 411 41 W O .6 13102 m 220 O 24QJ(i 24/06 Nf 24/07 z4/06 13103 O 0 14 ' 0 V) ,W 170 Q) 100.1 4 ! R 110 N N 110 220 GULF-TO-BAYBLV47 GULF-TO-BAY BLVD TO 1264.14 00 O O Q O r nW) O O O O r O N O 6.6 N N N ry N N N N N N N N O O N 1 2 4 5 71(Y 4 12 11 9 10 8 7 .1 0 O p ? h N N 107 O C) N ROGERS STREET 222.6 O O N 525 535 545 31/0, 540 42/06 EXISTING USE Owner: Gulf to Bay Investments, LLC. Case: FLD201 1-0301 2 Site: 1996 Gulf to Bay Bouleva rd Property Size: .5 acres/2 1,61 3 sq. ft. PIN: 13-29-15-00000-240-0800 Atlas Page: 289A 218 o ? v L ?9DR ° N N N d d ? ? 2 2' 300 301 30 301 303 302 305 30 305 304 399 306 307 H 307 309 308 311 308 11 311 ; 310 400 :C 401 400 401 400 ' 401 200 1 1 12 402 403 402 403 402 404 406 ) 405 405 c 405 404 ~ 408 y 407 407 y 407 406 408 W 409 410 4 09 411 W , 409 408 410 Q 411 410 C O LU Y) j o° 0 0 N N G ULF-TO-BAY BLVD v? GULF-TO-BAY BLVD ?? O N N d' 7c p O N N N N N p N I N L N N 525 ? 0 35 l1 545 N N MHDR 540 ZONING Owner: Gulf to Bay Investments, LLC. Case: FLD201 1-0301 2 Site: 1996 Gulf to Bay Boulevard Property Size: .5 acres/21,613 sq. ft. PIN: 13-29-15-00000-240-0800 Atlas Page: 289A AS Looking SW at subject property from Hercules Avenue. IMI lIM 1996 Gulf to Bay Boulevard FLD2011-03012 Looking W along Gulf to Bay Boulevard at subject property from Hercules Avenue Looking E from subject property along Gulf to Bay Boulevard Looking N along Hercules Avenue from subject property. Looking E along Gulf to Bay Boulevard from subject property Looking W at subject property rear property line and adjacent property. Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled; and folded into sets SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 • SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 0711 1;2008) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Gulf to Bay Investments, LLC MAILING ADDRESS: 2471 McMullen Booth Road, Suite 316, Clearwater, FL 33759 PHONE NUMBER: (727) 724-9559 X125 FAX NUMBER: (727) 712-9122 CELL NUMBER EMAIL: MLaSalla@subwaytb.com PROPERTY OWNER(S): Gulf to Bay Investments, LLC List ALL owners on the deed AGENT NAME: Rick Tommell / Avid Group MAILING ADDRESS: 2300 Curlew Road, Suite 201 PHONE NUMBER: (727) 789-9500 ext 147 FAX NUMBER: (727) 784-6662 CELL NUMBER: (727) 487-4777 EMAIL: rick.tommell@avidgroup.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: GTB Subway PROJECT VALUATION: $ 325,000.00 STREET ADDRESS 1996 Gulf to Bay, Clearwater, FL 33765 PARCEL NUMBER(S): 13-29-15-00000-240-0800 PARCEL SIZE (acres): 0.50 acres PARCEL SIZE (square feet): 21,613 square feet LEGAL DESCRIPTION: See Attached PROPOSED USE(S): Restaurant DESCRIPTION OF REQUEST: See attached request. Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNJ DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X {if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) /"S SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it Is located. See attached response. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached response. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. See attached response. 4. The proposed development is designed to minimize traffic congestion. See attached response. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached response._ 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached response. C:1Documents and Settingslderek.fergusonlDesktopiplanning dept forms 07081Comprehensive infill Project (FLD) 2008 07-11.doc Page 2 of 8 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ? Provide complete responses to the sac (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain haw each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth In this zoning district. See attached response. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district See attached response, 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See attached response. 4. - - - - - ----- - ------ Adjoining properties will not suffer substantial detriment as a result of the proposed development. See attached response. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a? The proposed use Is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; ® The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; aQ The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d, The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that Is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. The proposed site plan meets the minimum standards for minimum lot area, minimum lot width and maximum height. The proposed redevelopment provides for increased buffers and enhanced landscape features. - _r 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance the proposed development Incor orates a substantial u b f , p n m er o the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety In materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. a. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The proposed site plan meets the minimum standards for minimum lot area, minimum lot Mddth and maximum height. The proposed redevelopment provides for increased buffers and enhanced landscape features. C:1Documents and Settingslderek.fergusonlDesktop\planning dept forms 07081Comprehensive Infili Project (FLD) 2008 07-11.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of Impervious surface, Including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in Impervious surface area does not qualify as an exemption to this requirement. ? If a plan Is not required, the narrative shall provide an explanation as to why the site Is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detentiorVretention area including top of bank, toe of slope and outlet control structure; jar Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): F.1 Stormwater plan as noted above is included _________Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) V SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (le. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be In accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; Y GRADING PLAN, as applicable; iO PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; C:1Documents and Settingslderek ferguson\Desktoplplanning dept forms 07081Comprehensive infili Project (FLD) 2008 07-11.doc Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ? SITE PLAN with the following information (not to exceed 24° x 38"): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one Inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures: X All required setbacks; X All existing and proposed points of access; X Ali required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, Including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas X and water lines; X? All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening X (per Section 3-201(D)(1) and Index #701); X Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; X Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a X Level Two approval. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED X Land area In square feet and acres; 21,613 SF (0.50 AC) 2 1,613 SF (0.50 AC) X Number of EXISTING dwelling units; 1 X Number of PROPOSED dwelling units; 1 X Gross floor area devoted to each use; 1,105 SF 2,600 SF Parking spaces: total number, presented in tabular form with the ...X_ number of required spaces; 1511000 GFA 1011000 GFA Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; 1$,239 SF (84%) 14,703 SF (68°l0} Official records book and page numbers of all existing utility X easement; X Building and structure heights; X Impermeable surface ratio (LS.R.); and 0,90 0.68 X Floor area ratio (F.A.R.) for all nonresidential uses. 0.55 0.12 REDUCED COLOR SITE PLAN to scale (8 % X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C:1Documents and Settingsiderek.fergusoniDesktopiplanning dept forms 07081Comprehensive Infill Project (FLO) 2008 07-11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): X Ali existing and proposed structures; X Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; X Delineation and dimensions of all parking areas Including landscaping islands and curbing; Existing trees on-site and Immediately adjacent to the site, by species, size and locations, Including driplines (as indicated on required X tree survey); Location, size, and quantities of all existing and proposed landscape materials, Indicated by a key relating to the plant X schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and X protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and X percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board): X Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 X. X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS - with the following information: X All sides of all buildings X Dimensioned X Colors (provide one full sized set of colored elevations) X Materials ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 Y. X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall Include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. C:1Documents and Settingslderek.ferguson\Desktoplplanning dept forms 07081Comprehensive Infill Project (FLD) 2008 07-11.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted In the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ WIN affect a nearby roadway segment and/or Intersection with rive (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must.,be prepared in accordance with a 'Scoping Meeting" held with the Traffic Operations Manager and the Planning Departments Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all Intersections Identified in the $coping Meeting. -' T Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire, Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply Is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply mast be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the wailer supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study Is Included. 9T Fire Flow Calculations/Water Study Is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. I M. SIGNATURE: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize CI representatives to visit and photograph the property deed In this application, Signature of ogE;rty owner or representative STATE OF FLORIDA, COUNTY OF PINEt1AS Sw9rn to and subscribed before me this _ 4,05day of AD, 20 it to me and/or by J , who rsonal kno as produced as identification. Notary public, My commission expires: * /III : SMIT1i DD 747205 ? 2B, 2012 tazv C:1Documents and Settingslderek fergusonl0esktopiplanning dept forms 07081Comprehensive WI Project (FLD) 2008 07-11.doc Page 7 of 8 Re: GTB Subway Comprehensive Infill Redevelopment Project Parcel ID No.: 13-29-15-00000-240-0800 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) The proposed project will consist of the demolition of an existing gas station and development of a new 2,600 sf Subway restaurant with associated parking. The proposed site plan meets the minimum standards for minimum lot area, minimum lot width and maximum height. This application is a request for the following code deviations: ¦ Reduction of the front setback along Gulf to Bay Boulevard from 25 ft to 1833 ft (to pavement). • Reduction to the rear setback from 10 ft to 8 ft along west side. ¦ Reduction to the rear setback from 10 ft to 5.2 ft along north side. • Reduction to the landscape buffer from 15 ft to 7 ft adjacent to Gulf to Bay Boulevard. ¦ Reduction to the landscape buffer from 15 ft to 7 ft adjacent to Hercules Avenue. ¦ Reduction in the minimum required parking spaces from 15/1000 GFA to 10/1000 GFA. D. WRITTEN SUBMITTAL REQUIRMENTS: (Code Section 3-913.A) 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed redevelopment is within the 'Commercial District' and closely resembles the density, coverage and scale that exists within the surrounding area along Gulf to Bay Boulevard. In addition, the proposed restaurant use is an approved use within the 'Commercial District' and will be less intense than the existing gas station. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed redevelopment is located along Gulf-to-Bay Boulevard corridor which contains multiple commercial and restaurant uses. The redevelopment of the site will encourage growth and future development within the area. The existing use is a vacant gas station containing mostly impervious area with minor, unmaintained landscaping. The proposed site improvements along with the landscape enhancements will increase the value of the site and surrounding uses. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The existing site is currently vacant. The proposed redevelopment will improve the drainage conditions within the subject property in accordance with regulatory guidelines and will also improve the existing utility services to the property by upgrading the connections to the City systems. The improved access along Gulf to Bay will also provide a safety upgrade to the roadway by reducing the curb cuts from two to one and thus provide better protection to the existing intersection. 4. The proposed development is designed to minimize traffic congestion. The traffic generation from the proposed restaurant use will be less than the traffic generated from the previous gas station use. The access along Gulf to Bay will be improved to meet state FDOT requirements. The traffic patterns were reviewed, and there are no anticipated negative impacts to local traffic. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed redevelopment is located along the Gulf-to-Bay Boulevard corridor which contains multiple commercial and restaurant uses. The redevelopment will provide an increase character to the immediate vicinity by removing a vacant use and providing a familiar restaurant use with enhanced landscaping. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. All site lighting will be directed internally to the site so as not to adversely affect the adjacent properties. The enhanced landscape buffering and existing tree preservation will provide increased visual and olfactory effects. Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA. 1. The proposed development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The proposed development requires access for loading at the rear of the proposed building. The depth of the site restricts this access and forces the development to reduce the rear setback to accommodate the proposed design. It shall be noted that the proposed setbacks provided will increase the setback from existing conditions. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. The proposed restaurant use for this redevelopment is consistent with the Comprehensive Plan as well as the Land Development Code and is a permitted use within the `Commercial District'. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The proposed redevelopment will not impede the development or improvement of the surrounding properties. The adjacent properties will benefit from the removal of a vacant gas station and the additional of a successful restaurant use. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The proposed redevelopment will have a positive effect on the surrounding properties by removing a vacant gas station use and redeveloping the site with a new restaurant use with enhanced landscaping and pedestrian access. Store Number- Address Store Size Seats Shopping Center Size Number of Parking Spaces Other Uses in the Center Parking Ratio Sales Monthly Customer Count Daily Average Customer Count % of Take Out Business # of Hours Open # of Customers Open to 2pm @49% # of Customers 2pm to 5pm @20% # of Customers 5pm to Close @31 % Average # of Customers per hour Open to 2pm Average # of Customers per hour 2pm to 5pm Average # of Customers per hour 5pm to Close # of Autos visited per hour Open to 2pm @80% # of Autos visited per hour 2pm to 5pm @80% # of Autos visited per hour 5pm to Close @80% #1458, 2790 Gulf to Bay Blvd , Clearwater 1,800 sqft 32 23,466 sqft 97 Hair Salon,Coin Shop, Pool Hall - Bar and Gri ll , Dry Clea ner, 4.13 Cars Per 1000 January February March April May June July August September October November December Average $9,894 $11,805 $12,608 $12,946 $11,024 $10,980 $10,314 $10,527 $10,603 $10,498 $9,973 $9,276 $10,871 5,717 6,704 8,836 7,070 5,998 7,426 5,705 7,305 5,836 6,036 7,147 5,347 217 184 239 285 236 193 248 184 236 195 195 238 172 60% 60% 60% 60% 60% 60% 60% 60% 60% 60% 60% 60% 60% 15 15 15 15 15 15 15 15 15 15 15 15 15 91 119 142 117 96 123 91 117 97 97 118 85 106 37 48 57 47 39 50 37 47 39 39 48 35 43 54 70 84 69 57 73 54 69 57 57 70 51 88 13 17 20 17 14 18 13 17 14 14 17 12 15 12 16 19 16 13 17 12 16 13 13 16 12 14 8 10 12 10 8 10 8 10 8 8 10 7 13 10.4 13.6 16 13.6 11.2 14.4 10.4 13.6 11.2 11.2 13.6 9.6 12 9.6 12.8 15.2 12.8 10.4 13.6 9.6 12.8 10.4 10.4 12.8 9.6 11.2 6.4 8.0 9.6 8.0 6.4 8.0 6.4 8.0 6.4 6.4 8.0 5.6 10.4 The proposed site design accounts for 9.6 Cars Per 1000 square feet. This study location has parking based on 4.3 per thousand that location is a multiple tenants parking and the store does business as indicated. We think there will be a higher amount of walk up traffic due to the neighboring business and Clearwater High School. Thus we believe the parking as designed will be adequate and within the Flexible Development Criteria ARCHITECTURE idah 630 Chestnut Street I Clearwater; Florida 33756 1 Tel: 727.7%.8774 1 Fax: 727 791.6942 www.designittic.com Q COOPER LIGHTING - LUMARK -q s f PFT TRIBUTE AND POLE COMBO (SINGLE) DESCRIPTION DIMENSIONS The Lumark Tribute Pole/Fixture Combo is an all inclusive package that allows for easy selection and installation of poles and fixtures. Each combo includes a, die-cast Tribute area luminaire, 8" arm, lamp, square straight steel pole and necessary anchorage. Available in single or dual fixture combinations. t • COMPLIANT FCO ------- 6 1165mm1 22" 1559mm] [203mm)! L151/2'• [394mm] DRILLING PATTERN TYPE "M" 2 511 E" [59mm] 3/4' 120mm] di'. hole 2 ]!16' 1124mm1 47/6• p24mml Base O View (215/8'It6mml °?° tlia. holes 150-40OW EPA-Effected Projected Area: 1.62 High Pressure Sodium Pulse Start Metal Halide ORDERING INFORMATION (LAMP INCLUDED) 15'-30' Square Straight Steel Pole POLE AND FIXTURE COMBO • UL Wet Location Listed. CSA Certified. EISA Compliant • Rugged one-piece die-cast aluminum housing and door • One-piece silicone gasket protects the optical chamber from performance degrading contaminants • One (1) stainless steel spring latch and two (2) stainless steel hinges allow toolless opening and removal of door frame • Optical modules are field rotatable in 90° increments Standard with mogul-base lampholders Includes 8" arm complete with lamp, square straight steel pole and necessary anchorage • Available in dual configuration • Approximate net weight: 39 lbs. (17.73 kgs.) SAMPLE NUMBER: PFT11523M15 I es of Lmp Wattage r,d n Lp Type' PotZone' ?Ps F =-Tribute Fixtures 15=1507 11 Heiht (ft.) 9=90 mph Bolts (Used -25OW lStart 15=15' 0=100 mph when ordered separately) 3=320W etal Halide 20=20' 40=400W Formed gh Pressure 25=25' Sodium 30=30' NOTES: 1 8" arm and lamp included with fixture.2 N/A8 models available by specifying N/AB (Example: PFr11523P15N1AB). 3 Supplied with multi-tap ballast 12012081240/277V (wired 277V) with square straight steel shaft, anchor bolts, template, base cover and hardware. Lamp Source/Number of Fixtures Pale Height Wattage Distribution 80 MPH 90 MPH 1 100 MPH' PULSE START METAL HALIDE Single Fixture 15' Pole 150W MP Type II/III PFT115231`15 2 PFT115231`15 2 PFT11523P15 2 TypelV PFT1154FP152 PFT11541`1`152 PFT11541`1`152 20' Pole 250W MP Type 11/111 PFT12523P20 2 PFT12523P20 2 PFT125231`20 2 TypelV PFT1254FP202 PFT1254FP202 PFT1254FP202 320W MP Type 11/111 PFT13223P202 PFT13223P202 PFT13223P202 TypelV PFT13241`1`202 PFT1324FP202 PFT13241`1`202 40OW MP Type 11/111 PFT140231`20 2 PFT140231`20 2 PFT140231`20 2 TypelV PFT1404FP202 PFT1404FP202 PFT1404FP202 25' Pole 250W MP Type 11/111 PFT12523P25 2 PFT12523P25 2 PFT12523P25 2 TypelV PFT1254FP252 PFT1254FP252 PFT1254FP252 320W MP Typell/111 PFT132231`252 PFT13223P252 PFT13223P252 TypelV PFT1324FP252 PFT1324FP252 PFT1324FP252 40OW MP Type II/III PFT74023P25 2 PFT14023P25 2 PFT140231`25 2 TypelV PFT1404FP252 PFT1404FP252 PFT14041`1`252 30' Pole 25OW MP Type 11/111 PFT12523P30 a PFT12523P30 a PFT12523P300 4 TypelV PFT1254FP30a PFT12541`1`30a PFT1254FP3004 320W MP Type 11/111 PFT13223P303 PFT13223P303 PFT13223P3004 TypelV PFT1324FP303 PFT1324FP303 PFT1324FP3004 40OW MP Type 1/111 PFT14023P303 PFT14023P30a PFT14023P3004 TypelV PFT1404FP301 PFT1404FP301 PFT1404FP3004 HIGH PRESSURE SODIUM Single Fixture 15'Pole 15OW HP Type II/111 PFT11523H152 PFT11523H152 PFT115231-1152 TypelV PFT1154FH152 PFT1164FH152 PFT1154FH152 20' Pole 25OW HP Type 11/I11 PFT12523H20 2 PFT12523H202 PFT125231-1202 TypelV PFT1254FH20 2 PFT1254FH20 2 PFT1254FH202 40OW HP Type 11/111 PFT14023H20 2 PFT14023H20 2 PFT14023H20 2 TypelV PFT1404FH20 2 PFT1404FH20 2 PFT1404FH202 25' Pole 250W HP Type 11/111 PFT12523H252 PFT12523H252 PFT12523H252 TypelV PFT1254FH252 PFT1254FH252 PFT1254FH251 40OW HP Type 11/111 PFT14023H252 PFT14023H252 PFT14023H252 TypelV PFT1404FH252 PFT1404FH252 PFF1404FH252 30' Pole 25OW HP Type 111111 PFT12523H30 s PFT12523H30 3 PFT12523H3004 TypelV- PFT1254FH303 PFT1254FH303 PFT1254FH3004 40OW HP Type 11/111 PF171402311303 PFT14023H303 PFT14023H3004 TypelV PFT1404FH303 PFT1404FH303 PFT1404FH3004 NOTES: 10 or 9 are noted where needed to designate a heavier gauge pole. 2 Supplied with 4A Sq uare Straight Steel shaft (SSS), anchor bolts (A811, template (TMP1) and base cover. 15' combo SSS4Al5SFM4, 2 0' combo SSS4A2 0SFM4 and 25' com bo SSS4A25SFM4.3 S upplied with 5A Square Straight Steel shaft ISSS), anchor bolts (A81), template (TMP1) and base cover. 25' combo SSS5A25SFM4 and 30' combo SSS5A30SFM4.4 Supplied with 5 M Square Straight Steel shaft (SSSI, anchor bolts IABI), template (TMP t) and base cover. 30 combo SSSSM30SFM4.5 Supplied wi th 6M Square Straight S teel shaft (SSS), anchor bolts (AB3), template (TMP2) and base cover. 30' combo SSS6M30SFM4- Lamp Type Wattage Pulse Start Metal Halide (P) 150, 250, 320, 40OW COOPER LIGHTING High Pressure Sodium (H) 150,250,40oW ?E COOPER LIGHTING - LUMARK DIMENSIONS DESCRIPTION ----------- ---------- 6 1/2" [165mm] t? 22" 1559mm] IS. [203mm)t 15 1/2" [394mm1 DRILLING PATTERN TYPE "M" 5/16" 159mm] 3!4120mm1 dia. hole 21!16" 1124mm1 41/6.1124mm1 Base 0 View (2121. (16mm1 °?° ( holes EPA-Effected Projected Area: 3.24 The Lumark Tribute Pole/Fixture Combo is an all inclusive package that allows for easy selection and installation of poles and fixtures. Each combo includes a, die-cast Tribute area luminaire, 8" arm, lamp, square straight steel pole and necessary anchorage. Available in single or dual fixture combinations. PFT TRIBUTE AND POLE COMBO (DUAL) ORDERING INFORMATION (LAMP INCLUDED) 1 ICI©IIDI©vIIII F C 0 COMPLIANT Fullcume SAMPLE NUMBER: PFT21523M15 I Series No. of Lam' Wattage DrH=High p Type Pole Zone' PFT=Tribute F[15=150W 111 uded) Height (ft.) 9=g0 mph Bolts (Used 2=2 25=250W lse Start 15=15' 0=100 mph when ordered separately) 32=320W etal Halide 20=20' 40=400W Formed Pressure 25=25' Sodium 30=30' NOTES:, S" arm and lamp included with fixture.2 N/AB models available by specifying N/AB (Example: PFT21523P15N/AB). 3 Supplied with multi-tap ballast 120/208/240/277V (wired 277V) with square straight steel shaft, anchor bolts, template, base cover and hardware. Lamp Source/Number of Fixtures Pole Height Wattage Distribution 80 MPH 90 MPH 1 100 MPH 1 PULSE START METAL HALIDE Dual Fixture 15' Pole 150W MP Type II/III PFT215231`152 PFT215231`152 PFT21523P152 TypelV PFT21541`1`152 PFT2154FP152 PFT2154FP152 20' Pole 25OW MP Type 11/111 PFT225231`202 PFT22523P202 PFT22523P202 TypelV PFT2254FP201 PFT2254FP202 PFF2254FP202 320W MP Type II/III PFT232231`20 2 PFT23223P20 2 PFT23223P20 2 TypelV PFT2324FP202 PFT2324FP202 PFT2324FP20: 40OW MP Type 11/111 PFT24023P20 2 PFT24023P20 2 PFT24023P20 2 TypelV PFT2404FP202 PFT2404FP202 PFT2404FP202 •--• 25' Pole 25OW MP Type it/III PFT22523P25 2 PFT22523P25 2 PFT22523P250 a TypelV PFT2254FP252 PFT2254FP252 PFT2254FP250: 320W MP Type 11/111 PFT23223P25 2 PFT23223P25 2 PFT23223P250 3 TypelV PFT2324FP252 PFT2324FP252 PFT2324FP2503 40OW MP Type II/III PFT240231`25 2 PFT24023P25 2 PFT240231`250 2 TypelV PFT2404FP252 PFT2404FP252 PFF2404FP2501 30' Pole 250W MP Type 11/111 PFT225231`303 PFT22523P3094 PFT22523P300s TypelV PFT2254FP303 PFT2254FP3094 PFT2254FP3005 320W MP Type II/III PFT23223P30 s PFT23223P309 4 PFT23223P300 5 TypelV PFT2324FP301 PFT2324FP3091 PFT2324FP3005 40OW MP Type II/III PFT24023P30 3 PFT24023P309 4 PFT240231`300 s TypelV PFT2404FP301 PFT2404FP3094 PFT2404FP3005 HIGH PRESSURE SODIUM Dual Fixture 15' Pole 15OW HP Type 11/I11 PFT215231-1152 PFT21523H152 PFT215231-1152 TypelV PFT2154FH152 PFT2154FH 152 PFT2154FH152 2 20' Pole 25OW HP Type II/111 PFT22523H20 2 PFT22523H202 PFT22523H20 TypelV PFT2254FH202 PFT2254FH20 2 PFF2254FH20 2 2 40OW HP Type 11/111 PFT24023H20 2 PFT24023H20 2 PFT24023H20 TypelV PFT24041`1-1202 PFT2404FH20 2 PFT2404FH20 2 25' Pole 25OW HP Type 11/111 PFT22523H25 2 PFT22523H25 2 PFT22523H250 3 TypelV PFT2254FH262 PFT2254FH252 PFF2254FH2503 40OW HP Type 11/111 PFT24023H252 PFT24023H252 PFT24023H2503 TypelV PFT2404FH252 PFT2404FH252 PFF2404FH2503 30' Pole 25OW HP Type 111111 PFT22523H303 PFT22523H3094 PFT22523H3006 TypelV PFT2254FH303 PFT2254FH3094 PFF2254FH3005 40OWHP Type 11/111 PFT24023H303 PFT24023H3094 PFT24023H300s TypelV PFT2404FH301 PFT2404FH309I PFT2404FH300s NOTES: 1 0 or 9 are noted where needed to designate a heavier gauge pole.2 Supplied with 4A Square Straight Steel shaft (SSS), anchor bolts (AB1), template (TMP7) and base cover. 15' combo SSS4A15SFM4, 20' combo SSS4A20SFM4 and 25' combo SSS4A25SFM4.3 Supplied with 5A Square Straight Steel shaft (SSS), anchor bolts (A81), template (TMPI) and base cover. 25' combo SSS5A25SFM4 and 30' combo SSS5A30SFM4.4 Supplied with 5M Square Straight Steel shaft (SSS), anchor bolts IA81), template (TMP7) and base cover. 30' combo SSS5M30SFM4. 5 Supplied with 6M Square Straight Steel shaft ISSS), anchor bolts (AB3), template (TMP2) and base cover. 30' comho SSS6M30SFM4. Lamp Type Wattage Pulse Start Metal Halide (P) 150, 250, 320, 40OW High Pressure Sodium (H) 150, 250, 40OW 150-40OW High Pressure Sodium Pulse Start Metal Halide 15'-30' Square Straight Steel Pole POLE AND FIXTURE COMBO • UL Wet Location Listed. CSA Certified. EISA Compliant • Rugged one-piece die-cast aluminum housing and door • One-piece silicone gasket protects the optical chamber from performance degrading contaminants • One (1) stainless steel spring latch and two (2) stainless steel hinges allow toolless opening and removal of door frame • Optical modules are field rotatable in 90e increments • Standard with mogul-base lampholders • Includes 8" arm complete with lamp, square straight steel pole and necessary anchorage • Available in single configuration • Approximate net weight: 39 lbs. (17.73 kgs.) COOPER LIGHTING 1? ENTRY 0 DINING AREA )U( C? ,7 4 `J SODA E $_T HH/C MEI`1 --------1 r- r 7-1 I I I I I ? I I I r L I I I ?, I. I . r I I I I 1 I ? II II II I I I1 - I I H/C WOME-N-- r -- ---- I DINING AREA I I I I FO W a ----------------- 65'-4" Proposed Floor Plan SCALE: 3/16" =1'-0" 2,563 S.F. 0041 ? Project: Issue Date: Subway- Free standing 3/10/2011 Address: Scale: 1996 Gulf To Bay Blvd. 3/16" = V-9' 630 Chestnut Str t Clearwater, Florida Drawn By: SM ee Clearwater, FI 33756 Tel: (727) 796-8774 Fax: (727) 791-6942 ® COPYRIGHT2010 iHISDRAWING IS THE PROPERTY OF DESIGN IT, LLC. UNDER NO CI MAY THIS DRAWING BE REPRODUCED. PUBLISHED, ALTERED OR WAY WITHOUT wRIi1EN AUTHORIZATION FROM DESI RCUMSTANCE USED IN ANY GN 11. LLC. Pro ect No. LI J U W V) I I I I rn IL --- J J_ KITCHEN UP, Project: Issue Date: Subway - Free standing 3/10/2011 VA= Address: Scale: I 1996 Gulf To Bay Blvd. 3/16" =1'-0" Clearwater, Florida Drawn By: tnut Street 630 Ch REG es Clearwater, FI 33756 Tel: (727) 796774 Prix- 17271791-6942 ® COPYRIGHT2010 F.A 4 DR AWING BE REP ODUCED, PURL SHEDARERED ORRUSED IN ANY WITHOUT WRITTEN AUTHORIZATION FROM DESIGN ii. LLC. Pro ect No. 1 r ?I 1 M p°?' I Project: Issue Date: Subway - Free standing 3/10/2011 Address: Scale: 1996 Gulf To Bay Blvd. 3/16" = V-9' m Clearwater, Florida Drawn By: 630 Chestnut Street REG Clearwater, F133756 Tel: (727) 796-8774 Fax: (727) 791-6942 ® COPYRrHT2010 THIS DRAWING IS THE PROPERTY OF DESIGN IT, LLC. UNDER NO CIRCUMSTANCE ?MA`YITHOUT THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WWRITTEN AUTHORIZATION FROM DESIGN Project No. v-- Ltd ?n _ I lP ? Project: Subway - Free standing Issue Date: 3/1012011 Address: 1996 Gulf To Bay Blvd. Scale: 3(16' =1'-0" t Street t 630 Ch Clearwater, Florida Drawn By: REG nu es Clearwater, FI 33756 Tel: (727) 7968774 Fax: (727j 791-6942 ® COPYR?cHTZOTO MTHiSDRAWING IS THE AY_IS DRAWING BE-PRTY DS. PUB17, LLC. UNDER NO CIRCUMSTANCE NY USHED,ALTER DOR USED IN A WAY WITHOUT WRITTEN AUTHORIZATION FROM DESIGN iT, LLC. -UC IS ING Project No. i Jh MI T-1 4t 44- AIII All AWMLJI _U _4 P Project: Issue Date: Subway - Free standing 3/10/2011 Address: Scale: 1996 Gulf To Bay Blvd. 3/16' = V-9' t Str t 630 Ch stn Clearwater, Flodda Drawn By: REG e u ee Tel: (727) 796-877 , F- 3 3 76 Tel: (727j 4 Fax: (727) 791-6942 co?YR? U.C. THIS DRAWING EPROPERTY ALTERED UNDER CI MAY THIS DRAWING BE BE REPRODUCED, PUBLISHED, ERED ED OR WAY WITHOUT WRITTEN AUTHORISATION FROM DESI RCUMSTANCE USED IN ANY GN ,T, LLC. ProecttJo. SW 6352 Soft Apricot 630 Chestnut Street 54 Coating warranty varies for Regal Red, Copper, Champagne and Pre-Weathered Galvalume'. Metallics are warranted for crack, chip, and peel only. Please contact your representative for more information. kli R ? ? S -- a ? y SW 6371 Vanillin SW 6372 Inviting Ivory SW 6373 Harvester Matte Black Mansard Brown Colors shown are matched as accurately as possible, but may vary slightly from finished product. *Available at a slight price premium. *Regal Blue *Teal CW True Project: Subway - Free standing Address: 1996 Gulf To Bay Blvd. Clearwater, Florida coEVNIT, LC. Clearwater, FI 33756I @ 2010 Tel: (727( 796- 8774 THIS DRAWING IS THE PROPERtt OEDESIGif LGUNDER MAY THIS DRAWING AE REPRODUCED. PUAL6HED, ALTERE- ED O11R .11. IN USED IN Fax: (727) 791 -6942 WAY WITHOUT WRITTEN AUTHORIZATION FROM DESIGN Issue Date: 3/10/2011 Scale: 3/16' = 1'-0" Drawn By: REG Project No. .4o April 15, 2011 Kevin W. Nurnberger Planner II City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 RE: GTB Subway - Completeness Review FLD2011-03012 Avid Job No. 3056-001 Dear Mr. Nurnberger: 2300 CURLEW ROAD, Suite 201 PALM HARBOR, FLORIDA 34683 PHONE (727) 789-9500 FAX (727) 784-6662 [AUTH#6139 L00000361 LB73451 WWW.AVIDGROUP.COM The following are a list of comments sent to our office on March 4, 2011. For your convenience we have listed your comments in bold and our responses in italics. Enclosed are the following items for your review and approval of the Site Plan review for the above referenced project: • Fifteen (15) Revised Site Plans • Fifteen (15) Comprehensive Landscape Program Applications • Fifteen (15) Light Fixture Details • Fifteen (15) Revised Drainage Calculations ENGINEERING COMMENTS 1. Turning radii at the driveway on Hercules-Avenue shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. The access drive to Hercules is revised to show 30 ft turning radii. Please see Site Plan Sheet 4. 2. Applicant shall provide a copy of an approved right-of-way permit from the Florida Department of Transportation for all work proposed in Gulf to Bay Blvd. right-of-way. A copy of the FDOT access permit will be provided upon receipt. 3. Dumpster enclosure detail shall be replaced with City of Clearwater Contract Specifications and Standards Index 701 page 2 of 3 and page 3 of 3. The dumpster enclosure is revised meet City Standards. A copy of the detail is provided on Site Details Sheet 9. 4. Submit for review the Utility Plan and Utility Details sheets. 774e Utility plan and details will be submitted at building plan submittal. FIRE COMMENTS Show location of fire hydrant for fire fighting. Must be within 300 feet of building as hose lays and on same side of street as building. The existing fire hydrant on the north side of Gulf to Bay is shown on the Utility Plan Sheet 6. 774is existing fire hydrant is within 300 feet of the proposed building (as the hose lays). 2. Provide and show on the plan minimum 30 foot turning radius for emergency vehicle ingress and egress at all entrance and exits. A 30 ft turning radii is shown for the ingress and egress on the City's access connection (Hercules). FDOT is requiring a 35 ft ingress radii and 25 ft egress radii for the Gulf to Bay access connection. See Site Plan Sheet 4 and copy of the FDOT Notice of Intent. LANDSCAPE RESOURCE COMMENTS 1. Show the canopies of all trees on all plan sheets. The canopies of the existing trees are show on the plan sheets. 2. Place a note on the Demo Sheet to hand remove the curb under the canopies of the trees. A note is provided on the Demolition Plan Sheet 3 3. Insure that any proposed irrigation lines are hand dug and tunneled under the roots of all existing trees. A note will be provided on the Irrigation Plans submitted at building plan submittal. 4. Provide a utility Plan. Insure that all proposed utilities are directed away from the trees. A Utility Plan Sheet 6 is provided. The proposed utilities are directed away from any existing or proposed trees. K:\PROJECTS\3000\3056001\DOC\Clearwater\20110415 GTB DRC Comment Response ltr.doc PLANNING COMMENTS Submit a Comprehensive Landscape Program application for the requested perimeter buffer reductions along Gulf to Bay Boulevard and Hercules Ave. Submitted materials shall meet the standards detailed in Section 3-1202.G. Also, on Sheet Ll, the 7 foot perimeter buffer along Hercules Ave. is shown to be in the public right-of-way. Public right-of-way can not be used or included to meet the perimeter buffer standards. Perimeter buffers must be provided on site. A Comprehensive Landscape Program application is included describing the buffer enhancement. Sheet L1 is revised to show the perimeter buffers outside of the right-of- way. 2. Dimension the lot size on Sheet 4. The lot dimensions are currently shown on the Site Plan Sheet 4. See the bearing and distances shown on the boundary line. 3. The Site Data table on Cover Sheet states 27 parking spaces but only 26 spaces are shown on the site plan (Sheet 4). Revise. The Site Plan is revised to show a total of 25 spaces. The Site Data is updated to reflect this information. 4. Foundation plantings shall be within a minimum five-foot wide landscaped area. Landscape plan shows the proposed width of the buffer to be less than the required 5 feet wide. Also, Foundation plantings shall be provided for 100 percent of a building facade with frontage along a street right-of-way, excluding space necessary for building ingress and egress, with at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. The proposed foundation plantings are revised on the Landscape Plan Sheet Ll. 5. Any proposed signs shall comply with CDC Section 3-1 806.B or with the standards set forth in Section 3-1807 Comprehensive sign program. The applicant understands that all proposed signs shall comply with City standards. 6. Provide a readable dumpster enclosure detail on Sheet 9. The dumpster enclosure is revised meet City Standards. A copy of the detail is provided on Site Details Sheet 9. 7. Is the proposed 10' x 40' concrete pad area located along the southern building facade a proposed outdoor seating area? The proposed concrete area south of the building is an outdoor patio area. This area is revised to be 7 -ft by 40 ft. K:\PROJECTS\3000\3056001\DOC\Clearwater\20110415 GTB DRC Comment Response Itr.doc 8. On Sheet 4, the plan shows proposed locations of light poles. No lighting fixture detail is provided within plan. Provide alight fixture detail which shall comply with standards in Section 3-1302. - Site lighting. A light fixture detail is provided. Provide a reduced color landscape plan with Comprehensive Landscape program application. A reduced color landscape plan ii -ill be provided. 10. The submitted Parking Demand Study to specifically address the project design/site and use similar restaurants parking data that are within the City of Clearwater. A revised Parking Demand Study is provided. 11. On Sheet 4, show the proposed location of any mechanical equipment. If on roof or along side of building provide a note stating that all mechanical equipment will be screened on all sides from public view and right of way. A note is provided on the Site Plan Sheet 4 stating that all mechanical equipment will be screened on all sides from public view and right-of-way. See Proposed Construction Notes. SOLID WASTE COMMENTS 1. Enclosure as shown not to city specifications. Please use city specs (index #701) and show on detail sheet The dumpster enclosure is revised meet City Standards. A copy of the detail is provided on Site Details Sheet 9. STORMWATER COMMENTS 1. Please design proposed pond for 50-year event to meet City of Clearwater's requirement for the pond not having a positive outfall. The drainage calculations are revised using the 50-year storm event. The new pond design high is 71.07. Tlie pond top of bank is revised to 71.60 to provide the required free-board. 2. Water quality and attenuation volume of the pond shall draw down within 24 hours or less. Treatment drawdown and attenuation drawdown calculations are provided. The drawdown calculations show the treatment and attenuation volume recovering within 24 hours. K:\PROJECTS\3000\3056001\DOC\Clearwater\20110415 GTB DRC Comment Response itr.doc 3. Per City of Clearwater's criteria, the allowable flow rate of the post condition shall not exceed 0.5 cfs. As discussed, the existing impervious area is already reduced by one-half The summary of ground cover calculations are revised to note this criterion. Based on this infonnation the allowable post condition flow rate is 0.89 cfs (see attached calcs). 4. Submit a permit from FDOT drainage department allowing the use of a slotted drain to discharge stormwater runoff to their right-of-way. A copy of the FDOT Drainage Permit will be provided upon receipt. Enclosed for your review are the requested materials. We anticipate your comments have been adequately addressed with this submittal and look forward to your approval. Should you have any questions or require additional information regarding this submittal, please contact our office at (727) 789-9500. Sincerely, AVID GROUP Richard Tommell, P.E. Project Manager Cc: Michael LaSalla. GTB Investments. LLC K:\PROJECTS\3000\3056001\DOC\Clearwater\20110415 GTB DRC Comment Response ]tr.doc i 2> 1 ff- ( COOPER LIGHTING - LUMARK DESCRIPTION DIMENSIONS is The Lumark Tribute Pole/Fixture Combo is an all inclusive package that allows for easy selection and installation of poles and fixtures. Each combo includes a, die-cast Tribute area luminaire, 8" arm, lamp, square `= straight steel pole and necessary anchorage.. Available in single or dual fixture combinations.. N evil • FCO COMPLIANT ----- s 1165Imm1 J ?22 (559mm1-8'(203mm31 L151/Z 1394mml DRILLING PATTERN TYPE "M" 2 5116' 159mm1 2i4' 121-1 di-, h.1 hole 2 l 16- n 2amml 47a8'(t24mml Base J O View 12 dia 1 &S' holee/e•smml ? 12) s 150-400W EPA-Effected Projected Area: 1.62 High Pressure Sodium Pulse Start Metal Halide' ORDERING INFORMATION (LAMP INCLUDED) 151-30r SAMPLE NUMBER: PFT11523M15 Square Straight Steel Pole POLE AND FIXTURE SfFI of Lamp Wattage Distribution LempType' Pole r901,h Options° COMBO tues 15150W 23 Typelil (Included) Haightift Bolts (Used 25-250W Formed P=Pulse Start 15=15' h when ordered separately) UL Wet Location Listed. 32=320w 4F=TypelV Metal Halide 20=20' CSA Certified. EISA 40a00W Formed H=High Pressure 25=25' Compliant Sodium 30 30' NOTES: I Warm and lamp included with fixture. 2 N/AB models available by -pacifying N/AB (Example: PFT71523Pl5N/AB) 3 Supplied with multi-tap ballast • Rugged one-piece die-cast 120120812401277V (wired 277V) with square straight steel shaft, anchor bolts, template, base cover and hardware. aluminum housing and door Lamp Source/Number of Fixtures Pole Height Wattage Distribution 80 MPH 90 MPH' 100 MPH' • One-piece silicone PULSE START METAL HALIDE gasket protects the Single Fixture 15' Pole 150W MP Type Will PFT11523P152 PFT11523P15 2 PFT71523P15 2 optical chamber from Type IV PFT1154FP152 PFT1154FP152 PFT1154FP151 performance degrading 20' Pole 25OW MP Type NIII PFT12523P202 PFr12523P202 PFT12523P202 contaminants TypelV PFT1254FP202 PFT1254FP202 PFT1254FP202 32OWMP Type IVIII PFT13223P202 PFT13223P202 PFT13223P202 • One (1) stainless steel TypelV PFT1324FP202 PFT1324FP202 PFrI324FP202 spring latch and two (2) 40OW MP Type 111111 PFT14023P202 PFT14023P20 r PFT14023P202 stainless steel hinges allow Type iV PFT1404FP20 2 PFT1404FP201 PFT14041`1`20 2 toolless opening and 25' Pole 250W MP Type IINI PFT125P252 PFT125P25 2 PFT125P252 removal of door frame TypelV PFT1254F4FP251 PFT1254F4FP252 PFT1254F4FP252 320W MP Type IIAII PFT13223P252 PFT13223P25' PFr13223P252 • Optical modules are TypelV PFT1324FP251 2 PFT1324FP252 PFT1324FP251 field rotatable in 90e 40OW MP Type II/III TypelV PFT14023P25 PFT1404FP252 PFr14023P252 PFT1404FP252 PFT14023P252 PFT14D4FP252 increments 30' Pole 25OW MP Type 11/111 PFT12523P303 PFT12523P303 PFT12623p3O04 TypelV PFT1254FP303 PFT1254FP303 PFT1254FP3004 • Standard with 320W MP Type 11/111 PFT13223P303 PFT13223P303 PFT132231`3004 mogul-base lampholders TypelV PFT1324FP303 PFT1324FP303 PFT1324FP3004 40OW MP Type 11/111 PFT14023P30- PFT14023P303 PFT14023P3004 • Includes 8" arm complete TypelV PFT1404FP303 PFT1404FP30' PFT1404FP3001 ith l i HIGH PRESSURE SODIUM w amp, square stra ght Single Fixture 15' Pole 15OW HP Type I[All PFT11523H152 PFT11523H152 PFT11523HI52 steel pole and necessary T I anchorage ' ypelV PFT1154FH15 PFT1154FHI52 PFT1154FH152 20 Pole 25OWHP Type 11/III PFT125231-120 2 PFT12523H20 2 PFT12523H2O2 TypelV PFT1254FH20 2 PFT1254FH20 2 PFT1254FH202 • Available in dual 40OW HP Type IIA PFT14023H20 2 PFT14023H202 PFT14023H202 configuration TypelV PFT1404FH202 PFT1404FH202 PFT1404FH202 25'Pole 250W HP Type 111111 PFT12523H252 PFT125231-1252 PFT125231-1251 • Approximate net weight: TypelV PFT1254FH25I PFT1254FH252 PFT1254FH252 39 lbs. (1733 kgs.) 40OW HP Type 111111 PFT14023H25I PFT14023H252 PFr14023H252 ' TypelV PFT1404FH252 PFT1404FH252 PFT1404FH252 30' Pole 250W HP Type 11/111 PFT12523H30 3 PFT12523H30 3 PFT12523H3001 TypelV- PFT1264FH301 PFT1254FH303 PFT1254FH3004 40OW HP Type IIAII PFT14023H303 PFT14023H303 PFT14023H3004 TypelV PFT1404FH30- PFT1404FH30' PFT1404FH3001 NOTES: 1 0 or 9 are noted where needed to designate a heavier gouge pole. 2 Supplied with 4A Square Straight Steel shaft ISSS), anchor bolts (A61),template OMP11 and base cover. 15 combo SSS4A75SFM4, 20' combo SSS4A20SFM4 and 25 combo SSS4A25SFM4. 3 Supplied with 5A Square Straight Steel shah (SSS), anchor bolts (AB7), template (TMP7) and base cover. 25 combo SSS5A25SFM4 and 30' combo SSS5A30SFM4.4 Supplied with SM Square Straight Steel shaft (SSS), anchor bolts (ABl), template (TMP7) and base cover. 30 combo SS55M30SFM4 5 Supplied with 6M Square Straight Steel shaft (SSS), anchor bolts (Aa3), template (TMP2) and base cover. 30' combo SSSGM30SFM4. Lamp Type Wattage Pulse tart Metal Halide P 150, 2 0, 320, 400 COOPER LIGHTING High Pressure odium H 150,2 ,400 PFT TRIBUTE AND POLE COMBO (SINGLE) COOPER LIGHTING - LUMARK DIMENSIONS ------- 6 1/2' [165m m1 22' 1559mm1 ?8' 1203mm) •- ------- 15 1/2' 1394mm] ] ...., DRILLING PATTERN TYPE 'M' 2 5/16' 155mm1 _ 3r4 lzomml dia. Hole z Ina' 1124mm1 4710' 1124mm1 Base (zls ml O View di4 hot. holm EPA-Effected Projected Area: 3.24 DESCRIPTION The Lumark Tribute Pole/Fixture P. Combo is an all inclusive E package that allows for easy selection and installation of poles and fixtures. Each combo includes a, die-cast Tribute area luminaire, 8" arm, lamp, square straight steel pole and necessary anchorage. Available in single or dual fixture combinations. a FuCO COMPLIANT Full Cutoff ORDERING INFORMATION (LAMP INCLUDED) SAMPLE NUMBER: PFT21523M15 WI=Tribute N Lamp Wattage r4F!--T bution Lamp Type' Pole Zone' Optionsz j Fixtures 15=15OW ype INII (Included) Height (ft.) g=gp mph N/AB=Nits (Used 12=2 25=25OW ormed P_Pulae Start 15=15' 0=100 mph when ordered separately) 32=320W ypelV MetalHalide 20--20' 40=40OW Formed H= High Pressure 25=25 Sodium 30=30' NOTES:1 8" arm and lamp Included with fixture 2 WAS models available by specifying N/AB (Example: PFT21523Pi5WAB) 3 Supplied with multi-tap ballast 120120W40/277V (wired 277V) with square straight steel shaft. anchor bolts, template, base cover and hardware.. Lamp Source/Number of Fixtures Pole Height Wattage Distribution 80 MPH 90 MPH 1 100 MPH' 150-40O W High Pressure Sodium Pulse Start Metal Halide 15'-30' Square Straight Steel Pole y. POLE AND FIXTURE COMBO • UL Wet Location Listed. CSA Certified. EISA Compliant • Rugged one-piece die-cast aluminum housing and door PULSE START METAL HALIDE • One-piece silicone Dual Fixture 15' Pole 150W MP Type II/III PFT21523P15 2 PFT21523P15 2 PFT21523PI5 2 - gasket protects the Type 1V PFT2154FP151 PFT2154FP151 PFT2154FP152 '-. optical chamber from 20' Pole 25OW MP Type IIAII PFT22523P20 2 PFT22523P20 2 PFT22523P20 2 ' performance degrading TypelV PFT2254FP202 PFT2254FP202 PFT2254FP202 contaminants 320W MP Type 111111 PFT23223P202 PFT23223P202 PFT23223P202 TypelV PFT2324FP201 PF172324FP202 PFT2324FP202 • One (1) stainless steel 40OWMP Type 11/111 PFT24023P202 PFT24023P202 PFT24023P202 TypelV PFT2404FP201 PFT2404FP201 PFT2404FP20 2 spring latch and two (2) 25' Pole 26OW MP Type I1/III PFT22523P25I PFT22523P25 2 PFT22523P250 2 stainless steel hinges allow TypelV PFT2254FP252 PFT2254FP252 PFT2254FP2502 toolless opening and 320W MP Type 11111 PFT23223P252 PFT23223P252 PFT23223P2502 removal of door frame TypelV PFT2324FP252 PFI-2324FP262 PFT2324FP2502 40OW MP Type I[A PFT24023P252 PFT24023P252 PFT24023P2502 • Optical modules are TypelV PFT24D4FP252 PFT2404FP252 PFT2404FP2502 _ field rotatable in 90e 30' Pole 25OWMP Type It'll] PFT22523P302 PFT22523P3094 PFT22523P300s increments TypelV PFT2254FP303 PFT2254FP3094 PFT2254FP3OO5 320W MP Type 11/111 PFr23223P302 PFT23223P3094 PFT23223P3005 a Standard with TypelV PFT2324FP302 PFT2324FP3094 PFT2324FP300s mogul-base lam holders 40OW MP Type 11/111 PFT24D23P30I PFT24023P3094 PFr24023P3OO5 p TypelV PFF2404FP302 PFT2404FP3091 PFT2404FP3004 HIGH PRESSURE SODIUM • Includes 8" arm complete Dual Fixture 15'Pole 150W HP Type 11/III PFT215231-1152 PFI-215231-1152 PFT21523H152 With (amp, square straight TypelV PFT2154FH152 PFT2154FH152 PFr2154FH152 steel pole and necessary 20' Pole 25OWHP Type 111111 PFT22523H2O2 PFT22523H20 2 PFT22523H2O2 anchorage Type IV PFT2254FH201 PFT2254FH201 PFT2254FH2O2 40OW HP Type IVIII PFT24023H202 PFT24023H20 2 PFT24023H20 2 • Available in single ' TypelV PFT2404FH20 2 PFT2404FH20 2 PFT2404FH2O2 configuration Pole 250W HP 25 TypelVlll PFT22523H252 PFT22523H252 PFT22523H2502 - TypelV PFT2254FH252 PFT2254FH252 PFT2254FH2502 40OWHP TypelVlll PFT24023H252 PFT24023H252 PFT24023H2502 _ • Approximate net weight: Type IV PFT2404FH252 PFT2404FH252 PFT2404FH2503 39 lbs. (1733 kgs.) 30' Pole 25OW HP Type IVIII PFT22523H30 2 PFT22523H309' PFT22523H300 s TypelV PFT2254FH302 PFT2254FH3094 PFT2254FH3004 40OW HP Type IIAII PFT24023H303 PFT24023H309' PFT24023H300a TypelV PFT2404FH301 PFT2404FH309a PFT2404FH300' NOTES: 1 0 or 9 are noted where needed to designate a heavier gauge pole..2 Supplied with 4A Sq uare Straight Steel shaft ISSSI: anchor bolts IAB1), template (TMP11 and base cover. 15' combo SSS4A155FM4, 20' combo SSS4A20SFM4 and 25 combo SSS4A25SFM4. 3 Supplied with SA Square Straight Steel shaft [SSS), anchor bolts IABI), template (TMPI) and base cover. 25 combo SSS5A25SFM4 and 30' combo SSS5A30S FM4 4 Supplied with 5M Square Straight Steel shah (SSS), anchor bolts (AS7), template (TMP1) and base cover. 30- combo SS55M30SFM4..5 Supplied with 6M Square Straight Simi shaft (SSSI, anchor bolts (AB3), template (TMP2) and base cover.. 30 combo SSS6M30SFM4. Lamp Type Wattage Pulse tart Metal Halide (P) 150, 250, 320, 40OW High Pressure Sodium H 150, 250, 400 COOPER LIGHTING PFT TRIBUTE AND POLE COMBO (DUAL) Addendum to Stormwater Report for Gulf to Bay Subway 1996 Gulf to Bay Boulevard Clearwater, Florida Submitted to: City of Clearwater Prepared for: Gulf to Bay Investments, LLC 2471 McMullen Booth Road, Suite 316 Clearwater, FL 33759 Prepared by: AVID Group 2300 Curlew Road Palm Harbor, FL 34683 GU 4-11-11 Richard Tommell P.E. FL P.E. No. 61859 sa?/io SUMMARY OF GROUND COVER DATA - CITY OF CLEARWATER GULF TO BAY SUBWAY AVID PROJECT NO.: 3056-001 CONDITION IMPERVIOUS PERVIOUS OPEN WATER TOTAL WEIGHTED AREA AREA AREA AREA RUNOFF (AC) (AC) (AC) (AC) COEFFICIENT RUNOFF COEFFICIENT 0.95 0.2 1 ...... -- EXISTING" 0.18 0.20 0.00 0.38 0.56 PROPOSED 0.30 0.05 0.03 0.38 0.84 ?l %,Ity 01 %.,eoiwatel Unlena Lne exisang impervious area is reaucea by one-halt. A?/O Stage - Storage Calculations - Onsite Basin GULF TO BAY SUBWAY AVID PROJECT NO.: 3056-001 Elevation (ft NGVD) Area (sq ft) Area (acres) Incremental Volume (ac-ft) Cumulative Volume (ac-ft) 69.50 516 0.012 0.000 0.000 70.50 1580 0.036 0.024 0.024 71.50 2795 0.064 0.050 0.074 BASIN AREA (ac) 0.38 DEPTH OF (in) 0.50 TREATMENT WATER QUALITY (ac-ft) 0.016 VOLUME (cf) 696 WATER QUALITY (ft) 70.16 ELEVATION POND AREA AT WATER (sq-ft) 1,223 QUALITY REQUIRED ATTENUATION (ac-ft) 0.053 VOLUME (cf) 2,302 ATTENUATION ELEVATION (ft} 71.07 POND AREA AT (sq-ft) 2,276 ATTENUATION ** Per the The Report of Stormwater Pond Soils Study provided by Faulkner Engineering Services, Inc. the Seasonal High Water (SHW) elevation is approximately 2.3' below the ground surface. According to spot elevations pro-tided by George A. Slump H & Assoc., Inc., the average elevation in the area of the dry retention pond is approx. 71.00'. Therefore, an estimated Seasonal High Water (SMV. ) was determined to be at elevation 68.50' AVAIO GULF TO BAY SUBWAY AVID PROJECT NO.: 3056-001 MODIFIED RATIONAL METHOD - 50 YR RETURN PERIOD The Modified Rational Method estimates the attenuation volume needed to limit the rate of discharge from a developed site to the peak rate of runoff from the existing site using the rational method: Q = c* i * a, where Q = rate of runoff (cfs) c = runoff coefficient i = rainfall intensity (in / hr) a = contributing area (ac) The rainfall intensity term is related to the time of concentration for the site, as indicated in the FDOT Drainage Manual Figure 5-7 "Intensity-Duration-Frequency Curves for Zone 6". EXISTING CONDITION -50 YR RETURN PERIOD Runoff Coefficient = 0.56 Time of Concentration = 60 min Rainfall Intensity = 4.13 in/ hr Contributing Area = 0.38 ac Existing Peak Rate of Runoff: 0.89 cfs PROPOSED CONDITION- 50 YR RETURN PERIOD Runoff Coefficient = 0.84 Contributing Area = 0.38 ac DURATION INTENSITY PROPOSED PROPOSED EXISTING ATTENUATION RUNOFF RUNOFF RUNOFF VOLUME RATE VOLUME VOLUME (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) (ac-ft) 60 3600 4.13 1.33 4797 3191 1606 0.037 The weir crest can be sized using the equation Q = C x L x (H1-5) where Q = flow rate (cfs) = 0.89 cfs C = weir coefficient = 3.2 H = depth of flow over weir (ft) = 0.91 ft. L = weir length (ft) Q= CxLx(H^1.5) 0.89 = 3.20xLx(0.91^1.5) L = 0.32 ft MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Subway Treatment Drawdown MANUAL RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 1,223.00 ft2 696.00 ft3 4.00 56.00 ft 68.50 ft 69.50 ft 69.50 ft 70.16 ft 0.10 14.67 ft/d 2.00 40.00 ft/d 0.10 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: SUBWAY TREATMENT DRAWDOWN STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 0.01 596.00 2 0.49 0.00 3 0.50 0.00 4 2.00 0.00 5 3.00 0.00 6 3.00 0.00 7 3.00 0.00 MODRET SUMMARY OF RESULTS PROJECT NAME : Subway Treatment Drawdown CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (ds) CUMULATIVE OVERFLOW (ft3) 00-00-0.00 68.500 0.000 0.00000 0.00 68.500 0.38040 0.37524 0.01 70.147 0.37009 0.00 0.11766 0.50 69.950 0.09273 0.00 0.06729 1.00 69 836 n.nrmtZ vvv?i .' n.On u u 0.03460 3.00 69.599 0.02893 0.00 0.02042 4.42 . 69.500 0.01716 0.00 0.01391 9.00 69.248 0.01206 0.00 0.01021 12.00 69.143 0.00 Maximum Water Elevation: 70.147 feet @ 0.01 hours Recovery @ 4.424 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 30.744 ft/day Exceeds Vertical Permeability: 7.335 ft/day MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Subway Attenuation Drawdown MANUAL RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfi Itration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 2,276.00 ftz 2,302.00 ft3 4.00 56.00 ft 68.50 ft 69.50 ft 69.50 ft 71.07 ft 0.10 14.67 ft/d 2.00 40.00 ft/d 0.10 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: SUBWAY ATTENUATION DRAWDOWN 1 STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 0.01 2,302.00 2 0.49 0.00 3 0.50 0.00 4 2.00 0.00 5 3.00 0.00 6 3.00 0.00 7 3.00 0.00 8 3.00 0.00 9 3.00 Q.00 10 3.00 0.00 MODRET SUMMARY OF RESULTS I PROJECT NAME : Subway Attenuation Drawdown CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 68.500 0.000 0.00000 0.00 68.500 0.58428 0.57705 0.01 71.056 0.56982 0.00 0.21558 0.50 70.796 0.17116 0.00 0.12583 1.00 70.642 0.11388 n.nn 0.06607 3.00 70.318 0.05574 0.00 0.04025 6.00 70.021 0.03420 0.00 0.02815 9.00 69.814 0.02475 0.00 0.02136 12.00 69.656 0.01915 0.00 0.01694 15.00 69532 0.01539 0.00 0.01384 15.93 69.500 0.01269 0.00 0.01155 21.00 693, 0.00 Maximum Water Elevation: 71.056 feet @ 0.01 hours Recovery @ 15.931 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 34.004 ft/day Exceeds Vertical Permeability: 7.335 ft/day