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FLS2014-06014Kimley>>> Horn June 27, 2014 City of Clearwater Planning and Development Department Municipal Services Building, — 2"d Floor 100 South Myrtle Avenue Plant City, FL 33756 (813) 659-4200 23106 US HIGHWAY 19 FLS2014-06014 1 Wal-Mart Stores East, LP Zoning: Commercial Atlas #: 2636 RE: Walmart Store #2081-209 Liguor Box Addition 23106 US Highway 19 North, Clearwater, FL 33756 Construction Site Plan Submittal On behalf of our client, Wal-Mart Stores East, LP, please accept this submittal package for the proposed 3,908 sf liquor box addition at the existing Walmart located at 23106 US Highway 19 North, Clearwater, Florida. The pre-application meeting for this project was conducted May 7, 2014. The following documents in support of this application are enclosed: • Flexible Standard Development Application • Agent Authorization • Zoning Map Exhibit • Legal Description • Traffic Impact Analysis • Parking Demand Comparison • 11-Project Site Plans (24" X 36") (Signed and Sealed) Should you need anything else for this review, or have questions regarding this project, please contact us at (813) 620-1460 by phone or by e-mail at dustin.ballardC�kimley-horn.com or matt.femalC�3kimlev-horn.com. Thank you. Sincerely, � � Matthew Femal, P.E. Project Manager ° 1 ter � � earwa U Planning & Development Department Flexible Standard Development Application Attached Dwellings, Mixed-Uses or Non-Residential Uses IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMIITED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING TNIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $475 PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHONE NUMBER: EMAIL: Wal-Mart Stores East, LP. 2001 SE 10th Street Bentoville. AR 72716 AGENT OR REPRESENTATIVE: Kimley-Horn and Associates, �I1C. MAILING ADDRE55: 65�J N. FI"aIIICIIII StCeet, Suite 150, Tampa, FL. 33602 PHONE NUMBER: �$O3� GZO-1460 Ennai�: matt.femal@kimley-horn.com ADDRESS OF SUBJECT PROPERTY: 23� OC US � 9 NOCtII Clearwater, FL 33765 PARCEL NUMBER(S): Q6-29-� 6-�j24.� 3-QQQ-QQ� Q LEGAL DESCRIPTION: S@@ AttBCileC� PROPOSE� usE{s): Proposed Walmart Liquor Box Addition oESCRiPTioN oF REquESr: Expansion of the existing Walmart Supercenter to add specificolly identify the request a Liquor Box on the east side of the existing building. (include a!1 requested code flexibility; Minor parking, site and utility adjustments are e.g., reduction in required number of parking spaces, height, setbacks, !ot required for the addition. size, lot width, specific use, etc.J: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 8 Revised 01/12 � ° l�arwater �� U Planning & Development Department Flexible Standard Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: C - Commercial FUTURE LAND USE PLAN DESIGNATION: CL - COt11CTlel'CIaI LIC111teCI exisTiN� usE (�urrent�y existing on 5ite): Supermarket (14) PROPOSED USE (new use, if any; plus existing, if to remain): LICjU01' BOX addlt1011 SITEAREA: 7�7,869 Sq.ft. 16.48 acres GROSS FLOOR AREA (total square footage of all buildings): Existing: 150,772 sq. ft. Proposed: 3,9�8 sq. ft. Maximum Allowable: sq. ft. GROSS FLOOR AREA (total square footage devoted to each use, if there will be multiple uses): First use: sq, ft. Second use: sq.ft. Third use: sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: 0.21 Proposed: �.22 Maximum Allowable: BUILDING COVERAGE/FOOTPRINT (1n floor square footage of all buildings): Existing: 150,772 sq. ft. ( 21.0 / of site) Proposed: 3,908 sq. ft. ( 0.5 % of site) Maximum Permitted: sq. ft. ( % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: 2,614 Sq. ft. ( 9.5 % of site) Per Limits of Disturbance Proposed: 2,614 sq. ft. ( 9.5 / of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 24,829 sq. ft. ( 90.5 Proposed: 24,829 sq. ft. ( 90.5 i of S�te) Per Limits of Disturbance % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 90.5 Per Limits of Disturbance Proposed: 90.5 Maximum Permitted: DENSITY (units, rooms or beds per acre): Existing: Proposed: Maximum Permitted: OFP-STREET PARKING: EX;St;r,g: 747 spaces Proposed: 7� 7 SpaC@S Minimum Required: 774 SpaC@S BUILDING HEIGHT: Existing: Proposed: Maximum Permitted: <35ft Note: A parking demand study must be provided In conjunction with any request to reduce the amount of required off-street parking spaces. Please see the adopted Parking Demand Study Guidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? ZONING DISTRICTS FOR ALL ADIACENT PROPERTY: ►vorcn: MDR and C so�tn: R.O.W, MDR and T East: C West: I (See Zoneing Exhibit) $220,000 STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this representations made in this application are true and day of accurate to the best of my knowledge and authorize . to me and/or by City representatives to visit and photograph the . who is personally known has property describe 'n this application. produced as identification. C as a ��. � Signature o property owner or representative Notary public, My commission expires: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 o � � Planning & Development Department �� ear�vate Flexible Standard Develo ment A lication P Pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DEVELOPMENT (FLS) APPLICATION, ALL FLS APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: ❑ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Standard Development Application Fiexibility Criteria sheet shall be used to provide these responses. ❑ Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Standard Development Application General Applicability Criteria sheet shall be used to provide these responses. ❑ A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right(s)-of-way within and adjacent to the site. ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. ❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. ❑ A site plan prepared by a professional architect, engineer, certified planner or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: ❑ Index sheet of the same size shall be included with individual sheet numbers referenced thereon. ❑ North arrow, scale, location map and date prepared. ❑ Identification of the boundaries of phases, if development is proposed to be constructed in phases. ❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. ❑ Location, footprint, size and height of all existing and proposed buildings and structures on the site. ❑ Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. ❑ Location of all existing and proposed sidewalks, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground conduits, seawalls and any proposed utility easements. ❑ Location of onsite and offsite stormwater management facilities, including offsite elevations, as may be required by the Engineering Department to evaluate proposed stormwater management, as well as a narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual. ❑ Location of solid waste collection facilities, required screening and provisions for accessibility for collection. ❑ Location of off-street loading area, if required by Section 3-1406. ❑ Location, type and lamp height of all outdoor lighting fixtures. ❑ Location of all existing and proposed attached and freestanding signage. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections, street light poles, bus shelters, signage and utility company facilities. Planning � Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 4 of 8 Revised 01l12 ❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. ❑ Building or structure elevation drawings that depict the proposed building height, building materials, and concealment of all mechanical equipment located on the roof. ❑ Typical floor plans, including floor plans for each floor of any parking garage. ❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ If there is any requested deviation to the parking standards a parking demand study will need to be provided. Prior to the preparation of such study, the methodology shall be approved by the Planning and Engineering Departments. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. ❑ Tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and condition of such trees; as well as a tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. ❑ A traffic impact study shall be required for any development which may degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineers Trip Generation Manual. ❑ An application for a certificate of concurrency/capacity or a nonconcurrency affidavit. No development approval shall be granted until a certificate of concurrency/capacity is issued or a nonconcurrency affidavit is executed. ❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if not otherwise required in conjunction with the application for development approval: ❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. ❑ Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line. ❑ Typical planting details for trees, palms, shrubs, and ground cover plants, including planting instructions, soil mixes, backfilling, mulching, staking and protective measures. ❑ Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, sign locations, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground conduits, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. ❑ Drainage and retention areas, including swales, side slopes and bottom elevations, and drainage structures and other drainage improvements. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections, street light poles, bus shelters, signage and utility company facilities. ❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. ❑ An irrigation plan. Planning & Development Department, 100 S. Myrtle Avenue, Clearvvater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 0 � C earwater Planning & Development Department Flexible Standard Development Application � General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAII, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. 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. This prolect is an addition to the Existinq Walmart . It will look simliar to the existinq buildinq. 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 addition will not hinder or discourage adjacent land and buildinqs or impair there valve. 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 proposed addition will not adversely affect the health or saftey of persons residinq or working in the area. 4. The proposed development is designed to minimize traffic congestion. Traffic patterns are not changins as part of the proposed development 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development will be consistant with the community character. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed will not cause adverse effects on adjacent properties. Planning � Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 6 of 8 Revised 01/12 o � � Planning & Development Department �� earwate Flexible Standard Develo ment A lication p pP � Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS OEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). 1. � 3. 4. 5. 6. 8. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/72 ;� Walmar� ��;�.. Save money. Live beiter. • R�,i�� Ce��L] 2001SE10'�'Street v aa � Bentonville. AR 72716 Phone 479.273.4000 Jeff Waggener, Senior Director of Project �esigo asid Management w�,;rw.wafmart.com May �, 2014 RE: Liquor Licensing, Zoning, Permittit�g, and Approvais Applicant: Wal-Mart Stores East, C.P. a Delaware Limited Partnership Project Name: Clearwater, FL #2081-208 Site Address: 23106 US Highway 19 North, Clearwater, FL 33765 On behalf of Wal-Mart Stores East, LP ("Wal-Mart"), I hereby authorize Kimley-Horn and Associates, Inc. (the "Enginee�"), to serve as Wal-Mart's authorized agent for the purpose of seeking all requisite liquor licenses, zoning modifications, permits, and approvals related to the proposed building additions and site modifications of the above-referenced site. The Engineer's authorization is expressly limited to (i) signing and delivering applications for liquor licenses, zoning modifications, permits, and approvals that are related to the building additions and site modifications of the above-referenced site, and (ii} advancing the requisite funds on behalf of Wal-Mart to file such applications. Further, this authorization does not empower the Engineer to either negotiate on Wai-Mart's behalf or otherwise obligate Wal-Mart in any manner whatsoever, including any attempt to obligate Wal-Mart to pay for or construct improvements without additional authorization in writing from Wal-Mart. Res,pectfully, Vi/A!:-MART STORES EAST, LP, a Deiaware limited partnership �y: WSE Management, LLC, a Delaware limfted ` liability company, General Partner By: Jeff Wag n r Sr. Direcf o roject Design and Managemeni ; � �dfiYla�'t ��. Save money. Live better. "- STATE OF ARKANSAS COUNTY OF BENTON The foregoing instrument was acknowledged before me this �� day of May, 2014, by Jeff Waggener as Senior Director of Project Design and Management of WSE Management, LLC, a Delaware limited liability company, the General Partner of Wat-Mart Stores East, L�, a Delaware limited partnership, on behalf of the company and the partnership. He ti�! is personally known to me OR _ producec� as identification. i . , � � �� B�oN� Print Name: � � � � �� t�TARY PUBIIC • ARKANSAS �r�m��^��"��01�� Notary Public, State of Arkansas Commlaslon No.12380202 ��-r�;`�y� Commission number: �� My commission expires: � l�� •�� [Notary Seal] s ; ►^'a. ?'1� s �?� �� ~ + i .'Fr ++�.^ � � �{.. _��' � r�d„� �- > �r +'��"�,� o-- i, . 4� I� ,;�� a�� ` � �� '� a�� i,`��,�' �� 4� � F` , :�'�s�. `b�. i:; � • � � .�� ; � ;'-s��,��.,�' ��,�� +� r . • �� -�-� �� :'�� :�'-.. • ' , � � " I'3l� : � � s �_---- �I �yy'' � _� � � { �!� � 4 M I.. � l w ti �� , -r,;: - -' z;.W' �;f �-.. 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' ti .I� � �ts.s �� i ' rs.�f� Rry � �f � r� , � q ; -. • _ ,� 1 r� �, ,) _i� : � i a.i ... � ' i ` .,.... �7 ? � I . �';�� . . � ,._ _'�► �, t� R-2 ' R-3 T � 0 150 300 600 Feet i � � � i � � � i 1 inch = 300 feet ��-�-�r-- �r�� `' �� '_� � /'j � �� (imlpyNarn �..� r a�d fi�saciates. lnc, 6�5 North Franklin Stree#. 150 Tamp�, FL �3602 �$13� �G20 'I�IGU Legal Description 06-29-16-52413-000-0010 LOEHMANN'S PLAZA REPLAT PT OF LOT 1 LYING IN SEC'S 6& 7 DESC BEG NW COR OF LOT 1 TH S88D43'14E 310.72 FT TH CUR LT RAD 470 ARC 247.19FT CB N76D12'46"E 244.35FT TH N61D08'45"E 147.OSFT TH CUR RT RAD 475 FT ARC 183.SFT CB N72D12' 48"E 182.37FT TH SO1D08' 45"W 195.53FT TH S88D51' 15"E 165FT TH SO1D08'45"W 110FT TH N88D51'15"W 192.4 FT TH SOOD51'57"W 55.O1FT TH S 16D46' 19"E 47.9FT TH SOOD 11'48 "W 110.04FT TH S 88D51' 15 "E 27.49FT TH SO 1 D08'45 "E 226.64FT TH S58D21'12"W 722.03FT TH N31D38'48"W 150FT TH N89D O1'S7"W 171.85FI' TH NOOD 58'03 "E 596.8FT T'H NO1D 12' 20"E 216.55FT TO POB Kimley>>> Horn June 27, 2014 City of Clearwater Planning & Development Department Municipal Services Building, 2"d Floor 100 South Myrtle Avenue Clearwater, Florida Re: Proposed Walmart Liquor Box Addition 23106 Us Highway 19 North, Clearwater, Florida Traffic Impact Analysis The purpose of this letter is to document the potential traffic impacts of a proposed Liquor Box addition to the existing Walmart site located at 23106 US Highway 19 North, Clearwater, Florida. Trip Generation The gross trip generation potential of the proposed Liquor Box addition for the P.M, peak-hour of the adjacent street was estimated using information contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9`h Edition, for land use code (LUC), 813 (Free-Standing Discount Superstore). The estimated gross external trips expected to be generated by the proposed addition are 18 two-way, trip-ends (9 entering/9 exiting) in the P.M. peak hour of adjacent roadways during the 4:00 p.m. to 6:00 p.m. time period. Pass-by capture for the Liquor Box addition was considered based upon the ITE Trip Generation Manual, 9th Edition, for land use code 813 (Free-Standing Discount Superstore). The pass-by trips were subtracted from the total gross external trips to determine anticipated net, new project trips from the Liquor Box addition. The results of these calculations, which are included in Table 1, indicate that the proposed Liquor Box addition is expected to generate 12 net, new, two-way trip-ends (6 entering/6 exiting) in the P.M. peak hour, or approximately one trip every five minutes. 655 North Franklin Street, Suite 150, Tampa, FL 33602 Kimley>>> Horn i d,e �. EXISTING LAND USE P.M. PEAK-HOUR PROJECT TRIP GENERATION Snle Total 1 In I Oul I Totd I Pereent EXISTING PLUS PROPOSED LAND USE P.M. PEAK-HOUR PROJECT TRIP GENERATION ITE TRIP GENERATION CHARACTERISTiCS Traffic Impacts DISTRIBUTION 1 TRIPS iotd 1 Pereent Page 2 In 1 Out I ToW In I out I Tot� Net (Proposed - Existing) 6 6 12 US Highway 19 North, the first directly accessed roadway, is 6 lane roadway with a maximum capacity of 5,650. The 12 additional P.M. peak hour trips anticipated to be added from the proposed Walmart Liquor Box addition represent 0.21% of the roadway's capacity. Due to the fact that the additional traffic impacts to the roadway network are not anticipated to be significant, it is requested that a detailed traffic analysis not be required for the proposed Liquor Box addition and instead allow this traffic impact analysis to be submitted for your review. We will follow-up with you to discuss this matter in more detail. We appreciate your time and consideration of this request. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. rrl�✓7%V�v✓ 7�/ "�/.r�C� L C/ Danni Jorgenson, P.E. Transportation Engineer �--- Jos f Ci oi Project Analyst Kimley>>> Horn lune 30, 2014 Mr. Shane P. Largent, P►anner II City of Saint Petersburg One 4th Street North P.O. Box 2842 Saint Petersburg, Florida Re: Parking Utilization Study Existing Walmart Store #5218 350134th Street South, St Petersburg, Florida Dear Mr. Largent: Kimley-Horn and Associates, Inc. has conducted a parking utilization study for the existing Walmart store located at 3501 34th Street South in St Petersburg, Florida. According to the City's code, a parking reduction may be allowed if it is demonstrated that the parking spaces provided are adequate to satisfy a project's needs. A proposed Liquor Box addition will drop the parking space to square foot ratio below the allotted threshold, thus the need for a parking utilization study. Back�round This study reviewed the parking occupancy rates during peak store times, for three different days of the week, which identified the peak parking times. Surveys were taken on a Tuesday, Thursday and Saturday which are further detailed below. The Walmart store is located on the west side of 34t'' Street South (US 19 South) between 30tn Avenue South and 38t'' Avenue South. Currently, 1,049 parking spaces are provided for the store based upon site plan review and field verification. The existing building size is 208,370 square feet (SF) creating a parking space to square foot ratio of 5.03/1,000 SF. The proposed Liquor Box addition will add 3,920 SF raising the building square footage to 212,290 SF. The addition will occupy 18 existing spaces which will reduce the parking space to square foot ratio to 4.85/1,000 SF. Typically, the City of St Petersburg requires a 5.00/1,000 SF ratio unless otherwise approved. (,S5 North Franklin Strcct. Suit� I50, Tam�a. I�L �3602 Kimley>>> Horn Parkin� Survev Puge 2 Kimley-Horn conducted three days of parking surveys during the hours of 4:00 pm to 8:00 pm on two different weekdays and 11:00 am to 3:00 pm on a Saturday. Surveys were specifically conducted on Thursday, May 22, 2014, Saturday, May 31, 2014 and Tuesday, June 3, 2014. Peak hour occupancy percentages were calculated based upon actual parking utilization. Parking occupancy counts were completed on the hour during these 4 hour span of peak times. Table 1 below provides the results of the parking occupancy survey. St Petersburg (Store #5218) - 350134th Street South, St Petersburg, Florida Thurs, May 22 Thurs, May 22 Sat, May31 Sat, May 31 Tues, June 3 Tues, June 3 Average Time Parking Count % Occupied Parking Count % Occupied Parking Count % Occupied Occupied % 11am - - 300 28.6% - 28.6% 12pm - - 313 29.8% - - 29.8% 1pm - - 320 30.5% - - 30.5% 2pm - - 350 33.4% - - 33.4% 3pm - - 301 28.7% - - 28.7% 4pm 230 21.9% - - 264 25Z� 23.5% 5pm 233 2Z.2% - - 232 22.1% 222% 6pm- 228 21:7% - 218 - 20.8� 21.3% 7pm 229 21.8% - - 210 20.0% 20.9% 8pm 180 17.2% - - 206 19.6% 18.4% The peak parking demand during the survey was at 2:00 pm on Saturday with an occupancy rate of 350 parking spaces. The demand was more than adequately served by the existing 1,049 parking space supply with only 33.4% of the spaces occupied, which translates to a 1.68 parking space to 1,000 square foot ratio, and sufficiently serves the surveyed peak demand. With the reduction of 18 parking spaces required to build the Liquor Box, the addition is not anticipated to have a major impact on the parking needs as over two-thirds of the parking lot is anticipated to be unoccupied based upon the results of the parking survey utilization study that was conducted. The 3,920 SF addition is expected to produce 14 additional net, new two-way trip ends (7 entering/7 exiting) during the P.M. peak hour. Including the 7 anticipated additional vehicles that will occupy parking spaces estimated by calculating the trip generation, and reducing the number of spaces to 1,031 (1,049 existing -18 for building addition), the projected parking occupancy will be 34.6%. This would leave over half of the parking lot vacant with a parking space to square foot ratio of 4.85/1,000 SF. Conclusion Kimley>>> Horn Page 3 In summary, based upon the parking utilization study that was conducted at the 34th Street Walmart store, the existing parking supply of 1,049 spaces was shown to significantly exceed the current weekday/weekend peak parking demand. The observed weekday peak parking demand of 264 parking spaces and weekend peak parking demand of 350 parking spaces, plus the additional trips generated (and associated parking space reduction/additional square footage) translates into a weekday and weekend parking space to SF ratio of 1.28 and 1.68, respectively. Due to the fact that the projected additional parking occupancy impacts caused by the Walmart store Liquor Box addition are not anticipated to be significant, and the remaining parking spaces are anticipated to sufficiently handle the expected parking demand, it is requested that a reduction of the parking space to building SF ratio of 5.00/1000 SF to 4.85/1,000 SF be allowed. Please contact me if you have any questions. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Matthew Femal, P.E. Project Manager � ` � � Jos f Cig i Pr 'ect Analyst Kimley>>> Horn June 30, 2014 Mr. Richard Goss, AICP City of Ormond Beach 222 South Beach Street, Room 104 Ormond Beach, Florida 32174 Re: Parking Utilization Study Existing Walmart Store #613 1521 West Granada Boulevard, Ormond Beach, Florida Dear Mr. Goss: Kimley-Horn and Associates, Inc. has conducted a parking utilization study for the existing Walmart store located at 1521 West Granada Boulevard, Ormond Beach, Florida. This study was completed per request of the city in order to be granted a parking reduction if it is demonstrated that the parking spaces provided are adequate to satisfy a project's needs. A proposed Liquor Box addition will drop the parking space to square foot ratio below the allotted threshold, thus the need for a parking utilization study. Back�round This study reviewed the parking occupancy rates during peak store times, for two different days of the week, which identified the peak parking times. Surveys were taken on a Thursday and Saturday which are further detailed below. The Walmart store is located on the north side of West Granada Street between I-95 and Bermuda Estates Drive. Currently, 815 parking spaces are provided for the store based upon site plan review and field verification. The existing building size is 205,980 square feet (SF) creating a parking space to square foot ratio of 3.96/1,000 SF. The proposed Liquor Box addition will add 3,760 SF raising the building square footage to 209,740 SF. The addition will reduce the parking space to square foot ratio to 3.89/1,000 SF. The previously approved site plan requires a 4.44/1,000 SF ratio unless otherwise approved. Parkin� Survev Kimley-Horn conducted two days of parking surveys during the hours of 4:00 pm to 8:00 pm on a Thursday and 11:00 am to 3:00 pm on a Saturday. Surveys were specifically conducted on Thursday, r Kim ey>>> Horn Page 2 June 5, 2014, and Saturday, lune 7, 2014. Peak hour occupancy percentages were calculated based upon actual parking utilization. Parking occupancy counts were completed on the hour during these 4 hour span of peak times. Table 1 below provides the results of the parking occupancy survey. Oviedo Store #618 1521 W Granada Boulevard, Ormond Beach, FL 32174 Thurs, June 5 Sat, June 7 Time Parking Count Parking Count % Occupied 11am - 382 46.9% 12pm - 393 48.2% 1pm - 402 49.3% 2pm - 426 52.3% 3pm - 387 47.5%0 4pm 375 - 46.0% 5pm 333 - 40.9% 6pm 314 - 38.5% 7pm 305 - 37.4% Spm 298 - 36.6% The peak parking demand during the survey was at 2:00 pm on Saturday with an occupancy rate of 426 parking spaces. The demand was more than adequately served by the existing 815 parking space supply with only 52.3% of the spaces occupied, which translates to a 2.07 parking space to 1,000 square foot ratio, and sufficiently serves the surveyed peak demand. The 3,760 SF addition is expected to produce 14 additional net, new two-way trip ends (7 entering/7 exiting) during the P.M. peak hour. Including the 7 anticipated additional vehicles that will occupy parking spaces estimated by calculating the trip generation the projected parking occupancy will be 53.1%. This would leave just over half of the parking lot vacant with a parking space to square foot ratio of 3.89/1,000 SF. Conclusion In summary, based upon the parking utilization study that was conducted at the West Granada Walmart store, the existing parking supply of 815 spaces was shown to significantly exceed the current weekday/weekend peak parking demand. The observed weekday peak parking demand of 375 parking spaces and weekend peak parking demand of 426 parking spaces, plus the additional trips generated and additional square footage translates into a weekday and weekend parking space to SF ratio of 1.82 and 2.06, respectively. Kimley>>> Horn Page 3 Due to the fact that the projected additional parking occupancy impacts caused by the Walmart store Liquor Box addition are not anticipated to be significant, and the existing parking spaces are anticipated to sufficiently handle the expected parking demand, it is requested that a reduction of the parking space to building SF ratio of 4.44/1000 SF to 3.89/1,000 SF be allowed. Please contact me if you have any questions. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. � Matthew Femal, P.E. Project Manager � � v Jo ef Ci oi Pro�ect nalyst CRO s owN ... . � o ;.... . . �. Date: June 29, 2014 Attention: Kimley-Horn & Associates Subject: Walmart Traffic Count Final Dear KHA Associates: Adam A. Grzen, P.E. (FL & TX). MBA Tampa: (813) 7023398 � Dallas I Ft. Worth (972) 533-9203 www. Crosstown Eng ineering.com Crosstown Engineering (CE) was retained to conduct a total parking count for five Wal-Mart properties in Florida during high-volume store hours. The traffic counts were conducted at the following locations at the dates and times indicated below: St Petersburg: 3501 34�' Street South Tuesday (5/31) 4pm-8pm Saturday (6/3) 11am — 8pm Sarasota 8320 Lockwood Ridge Road Tuesday (6/10) 4pm-8pm Thursday (6/12) 4pm-8pm Saturday (6/14) 11am-3pm Clermont 1450 Johns Lake Road Thursday (6/26) 3pm-7pm Sunday (6/29) 11 am-4pm Ormond Beach 1521 West Granada Boulevard Thursday (6/5) 4pm-8pm Saturday (6/7) 11am-3pm Oviedo 4255 Alafaya Trail Tuesday (6/17) 3pm-7pm Thursday (6/19) 3pm-7pm Saturday (6/21) 11 am-3pm Please see the attached traffic count summary page and the scanned tally sheets for more information. Thank you for choosing Crosstown Engineering to conduct your traffic counts. Sincerely, Crosstown Engineering � ' '%�`�,._� Adam Green, P.E., MBA �`''�F��+�«�"'� Professional Engineer (TX #116597 & FL #73093} Walmart Traf�c Count � June 26, 2014 Walmart Traffic Count Summary �fvsstnwn l�nd D+eveloprnent Services St Pete - Store Tuesday 5/�1/�014 St Fet� - Stvre �aturday 6/3f �fi�.4 T�� C�rs 4pr�� ' �64 5pm 232 6p�i� 21� �pm zia Spn1 �f7G Sarasata Sarasot� Thursday 6f l2f 14 Time Cars �pm z75 5pm 187 6pm :14� � r�t _ ld� 8qm 132 tiuiec�n :sday 5�11%x4 Time Cars 3 m 74 4�m 83 5pm 74 6Rm 79 7Pm 7{� Clermont Thursday GJ26�'1� �7viedo Thursc#ay 6%14j�4 7ime Cars 3prn _7,5 4p�1 87 5pm S7 6pm �3 %pkTl �$ Cl�rmant Sunc�ay 6j�9jA4 Cirmr�nd Beach Thursday �f 5f 2414 Sa rasota urday 61 i�f 14 Time Cars 11�am 1�� 12pm 196 1pm Z1T 2pm Z25 �pnt 22� Clviedo Time llam i�pm 1pm 2pm 3um �1� ..._ Cars 78 9� 73 102 95 �/��,�1� t�rrnand Be��h �a��srday 6J7 f 24s4 �.., Time Cars ilam 382 12pm 39� ��m 4Q2 Z�arr� 4�G 3prn 387 �;itNtil�� *�'►��AND� �ri� +� �„ �.......,i �ji ri � . � .:'�'��+�� lti��sfi ��:� r No ��3 ��''� : = * ; (`�- . � � � , # ��• 4 : � � - � • Q„ ��4 � TATE QF� : �,` { ,� ; �. . � *�t ��'' � �? 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