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CSP2012-07015
I �L leamater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727- 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below) ❑ SUBMIT APPLICATION FEE $ 400.00 1500 S BELCHER RD CSP2012 -07015 CSP McDonald's Zoning: Commercial Atlas #: 316B COMPREHENSIVE SIGN PROGRAM APPLICATION (Revised 06/05/08) PLEASE TYPE OR PRINT— GENERAL PRINCIPLES.- The intent of the Comprehensive Sign Program is to provide private property owners and businesses with flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. This program provides an alternative to minimum standard signage subject to flexibility criteria, which ensure that signage will not have an adverse impact on the aesthetics, community character and quality of life of the City of Clearwater. A. PROJECT LOCATION: PROJECT ADDRESS(ES): 1500 S. Belcher Road Clearwater 24- 29 -15- 00000 - 440 -0100 PARCEL NUMBER(S): B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: APPLICANT NAME: Pam DeDea -- The Seyer Group APPLICANT EMAIL: Pam @seyergroup.com MAILING ADDRESS: 7321 Merchant Court PHONE NUMBER: 941- 552 -2200 PROPERTY OWNER(S): McDonald's Corporation (Must include ALL owners) CITY Sarasota FAX NUMBER: 941- 552 -2286 OWNER(S) EMAIL: Tyrrell Stephanie <Stephanie.Tyrrell @us.mcd.com> AGENT NAME: (Contact Person) Pam DeDEa AGENT EMAIL: pam @seyergroup.com MAILING ADDRESS: 7321 Merchant Court PHONE NUMBER: 941- 552 - 2200/941- 266 -4905 Check if AGENT is Contractor ❑ Sign Contractor Name: _ Sarasota FAX NUMBER: 941- 552 -2286 State License Number: L ZIP: 34240 ATE:FL zlp:34240 RECEIVED PLANNING & DEVELOPMENT Page 1 of 6 - Comprehensive Sign Program Application - City of Clearwater C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5) O SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY ®x PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY D. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -1008 and 4- 202.A.23) SIGN PLANS with the following information (not to exceed 24" x 36 "): All dimensions; Size of site (in acreage and in square feet); Bar scale and date prepared; To -scale drawings in color, of all proposed signage (attached, freestanding, and directional signs), which include the following: i. dimensions, with dimensional arrows; ii. sign area in square feet; iii. height and width of sign and sign structure, measured in feet; iv. labels of all colors; V. surface area of the sign proposed; vi. text copy including the message of the sign; vii. changeable copy, if proposed; and viii. describe any illumination including the type, placement, intensity, hours of illumination and system to automatically turn off lighting when the business is closed, and sign area to be illuminated. Color building elevations, to scale, for all facades of any building with proposed and existing attached signage; Master sign plan for shopping centers and office parks, to include all signs; Site data table, to include how all proposed signs (existing and new, name each one with a title) meet code requirements, with a calculation worksheet; and Number, type, location and surface area of all existing signs on the same property and or building on which the sign is to be located. E. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4 -1008 & Section 4 -202) Q SITE PLAN with the following information (not to exceed 24" x 36 "): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Footprint and size of all buildings and structures; All required five -foot setbacks as measured from property line; All existing and proposed points of access; All required sight triangles; Location of all public and private easements and street rights -of -way within and adjacent to the site; Location of all existing and proposed sidewalks; Lot frontage on all rights -of -way; Location with labels of all freestanding (including directional) signs proposed and existing (indicate whether to be removed); Location with labels of all attached signs, proposed and existing (indicate whether to be removed); Show all property lines; Identification of water courses, wetlands, tree masses and specimen trees, including description and location of under story, ground cover vegetation and wildlife habitats or other environmental unique areas; Sight visibility triangles shown and labeled; Location of all proposed landscape material including size and species; Land areas expressed in square feet and acres; and Location of the sign in relation to property lines, public rights -of -way, easements, buildings and other signs on the property. Page 2 of 6 — Comprehensive Sign Program Application — City of Clearwater F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C) Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per business and /or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land, subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and /or the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shopping centers, including all out parcels, and office complexes shall include all types of signs for all tenantsluses within the development parcel. These will be reviewed as a Comprehensive Sign Program application. All existing and proposed signs must be architecturally integrated into the design of the building and /or site using similar and coordinated design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionately located on each faVade with no protrusions above roof lines, over windows, trim, cornices or other building features. ❑ Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including how the criteria are met: 1. Architectural Theme. How is the design, character, location and /or materials of all signs proposed in the comprehensive sign program demonstrably more attractive than signs otherwise permitted on the parcel proposed for development under the minimum signs standards? Additionally, demonstrate how the proposed signage improves the community character. Further, explain how all signs are architecturally integrated into /with the design of the building and /or site using similar and coordinated design features, materials and colors, etc. The proposed signage is contemporary and relevant to today's architectural design. The design utilizes a "toned down" color scheme, LED lighting "green" and a lighter back framing. 2. Height. Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to the design of the sign and not exceed 14 feet in height? Free Standing sign 14' Menu boards 63 1/2" 3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs permitted through the Comprehensive Sign Program shall be determined based on the criteria below. Overall size of site: 36,313 SF What is the distance in linear feet, from the building setback line to the sign location? 19-8" What is the frontage in linear feet? 340 LF Belcher 370 LF Nursery What is the proposed use? Quick Service Restaurant What is the size of the buildings (in square feet) on site? 5,268 SF How do pedestrians and motor vehicles access the site? ingress /egress off of Belcher and Nursery Roads Describe pedestrian and motor vehicular site and roadway visibility good visibility with good sight angles Describe the intended traffic circulation pattern:One -way traffic circulation from the SE corner around building What is the hierarchy of signage ?Free Standing sign, front, non -drive thru, drive -thru and rear 4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs otherwise permitted under the minimum sign standards? There is not any existing signage. All of the proposed signage will be back lit with LED, LEED certified lighting which appeals to today's community. Page 3 of 6 — Comprehensive Sign Program Application — City of Clearwater 5. Special Area or Scenic Corridor Plan. If the signage proposed is located in the Downtown (D) or Tourist (T) district explain how the proposed signage is consistent with the appropriate adopted design guidelines. n/a Questions on the application? For any questions please call the City of Clearwater Planning Department at 562 -4567. Page 4 of 6 - Comprehensive Sign Program Application - City of Clearwater McDonald's is constructing a brand new store at 1500 Belcher Road. This store will be located on the corner of Belcher Road and Nursery Road. McDonald's understands that customers and communities are redefining what success looks like. Our customers live in communities where they have a choice and control over where they shop. Regarding our new -look building design, our customers and communities have spoken to us saying: • They appreciate the new look of our restaurants • The new designed restaurants feel like a "restaurant," not a "fast- food" place • They are more comfortable coming in to our new look restaurants for a meal Regarding the investment of this new location, McDonald's understands that: The restaurant industry that McDonald's is a part of is quickly changing from the once traditional quick service restaurant profile, to one which now includes casual dining and artisan market sectors Communities that surround our restaurants here in the Clearwater area have built a loyalty that reflects their individual, cultural, and social orientation It is our hope that this new location will be convenient and easily accessible to our customers The proposed building elevations reflect a more "toned- down" exterior fagade which uses earth - tone paint colors and the with a neutralized roofline that eliminates the traditional roof beams McDonald's feels we have achieved a building look that is relevant in today's marketplace along with being well received by our customers and communities where our restaurants are located. We feel that the new location at the corner of Belcher and Nursery Roads will be a visually appealing asset to the surrounding community where this restaurant is located. RECEIVED JEL2 2 11 2 PLANNING & DEVELOPMENT As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all hauling of construction and demoliton debris using open top roll -off containers will need to be coordinated through the City of Clearwater Solid Waste department. For more information, please call 727 - 562 -4920. THIS IS NOT A PERMIT. To view plan review status and inspection results, please visit us online at http://epermit.myclearwater.com This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Receipt PavmentProcessin CITY OF CLEARWATER PLANNING & DI\EIOPM[VI UIMA ItIMLNI POS1 OFFICL, Pox 1748, C I F.AIMAILR 1 i,omi- 4 331158-78 MUNICIPAL Snni(la BUILDING, 100 SOUTH MYRTLE AVENUE, CLLARN( T IZ, FLORIDA 33756 ,ATER,,,d TFLFrnoNr•: (7 27) 562 - =i567 FAX (727) 562 - 4576 RECEIPT # : 432145 DATE : 7/20/2012 Case No. Tran Code Description Revenue Account No. Amount Paid CSP2012 -07015 CSP Comprehensive Sign Program 001000000341262000 $400.00 Line Item Total: $400.00 Date Method Payor Cashier Check No. Amount Paid 7/20/2012 Credit Card Pam Dedea RDECASTRO $400.00 Payment Total: $400.00 RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all hauling of construction and demoliton debris using open top roll -off containers will need to be coordinated through the City of Clearwater Solid Waste department. For more information, please call 727 - 562 -4920. THIS IS NOT A PERMIT. To view plan review status and inspection results, please visit us online at http://epermit.myclearwater.com This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Receipt PavmentProcessin RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT 1500 S BELCHER RD Comprehensive Sign I CSP2012 -07015 Proposed Sign Sun csP McDonald's Provide all information Zoning: Commercial Atlas #: 316E3 Address Sign Type Height (ft)* Length Width Area or unit # site * if freestanding (ft) (ft) (sq.ft) Flag Pole 1 30' 10' 6' 60 SF Virch - Front Elevation wall 42" 48" 14 SF [Arch - Non -drive thru elevation wall 42" 48" 14 SF wall 42" 48" 14 SF Virch - Drive -thru elevation wall 42" 48" 14 SF Arch - Rear elevation wall 24" 16" 33 SF ordmark - Front elevation ordmark- Non -drive thru elevation wall 24" 16" 33 SF ordmark- Drive -thru elevation wall 24" 16" 33 SF elcome- Non -drive thru elevation directional 8 3/8" 44 3/4" directional 8 3/8" 44 3/4" Felcome Front Elevation _7 Directional A Belcher Road' directional 15 1/2" 36 1/2" 3.93SF Directional B Belcher Road jJ directional 15 1/2" 36 1/2" 3.93SF Directional A Nursery Road directional 15 1/2" 36 1/2" 3.93SF IDirectional B Nursery Road directional 15 1/2" 36 1/2" 3.93SF F eway site 11' 8' 8" [Order Here Canopy -1 site 11'3" 6' 8" site 11'3" 6' 8" 10rder Here Canopy -2 site /menu ' It ,r IMenu Board 1 • O.i2X Menu Board 2 site /menu p G � 2 aq x Fresell Menu Board site /menu g ,, S 7 ��r Free Standing Sign Road Sign 14' T3" 4' 30SF Reader Board Road Sign T3" TY Page 5 of 6 — Comprehensive Sign Program Application — City of Clearwater CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING DEPARTMENT 99y'ATEp� MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2 "' FLOOR PHONE (727) 562 -4567 FAX (727) 562 -4865 McDonald's Corporation (Name of all property owners) 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: McDonald's Corporate 10150 Highland Manor Dr. # 470 Tampa, FL 33610 (Address or General Location) 2. That this property constitutes the property for which a request for a: JUL 2 Q 2012 1500 S. Belcher Rd. Clearwater, FL PLANNING & DEVELOPMENT (Nature of request) 3. That the undersigned (has /have) appointed and (does /do) appoint The Seyer Group Pam DeDea / Kim Seyer as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. Proper/ Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the under Kned, an officer duly commi ion d by the laws of the State of Florida, on this 3 day of personally a e}t'tjt' t�U_ _ �� p y pp 0 - ovi I e V Y'� 1 who having been first duly sworn dep seses —and says that he /she fully unc}\sKs�ts of the atffidavit that he /she signed. `� � •GOMMISS /ON � °�.,� �JOt�ober 10 2y�A tp, :o • 607 / Notary Public #f *=My Commission Expires: 1; 11 r� 0 S:IPlanning DepartmentlApplicat ?� gS'n, 9 "it9`�c�2a �Zm2008 FormslComprehensive Sign Program Application 2008 drat final.doc STAn <��/ ll1!11NOl \`xx Page 6 of 6 — Comprehensive Sign Program Application — City of Clearwater I #: 2012170711 BK: 17615 G: 1481, 06/14/2012 at 04:50 t RECORDING 12 PAGES $103.50 D DOC STAMP COLLECTION $5075.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR02 CLEARWATER, FL RECEIVED (Belcher Rd) L/C: 009 -2471 JUL L 2 0 2012 = PLANNING & DEVELOPMENT SPECIAL WARRANTY DEED ,, 11 Return to: - - Suzanne G. Dragoo US Legal Department L/C: 009 -2471 One McDonald's Plaza, #091 Oak Brook, IL 60523 This Special Warranty Deed ( "Deed';,,; dated to \be e'ffdctive as of the 13 day ofJZ.,+2012 ( "Effective Date "), is by and between. Circle\ K Storgs; Inc., a Texas corporation with offices located at 12911 N Telecom Parkway, tamps, \Fl - 336q7 ( "Grantor») and McDonald's USA, LLC, a Delaware limited liability company, With offices tocatdd at One McDonald's Plaza, Oak Brook, IL 60523 ( "Grantee "). WITNESSETH• For and in conslderafti of the sum of Ten and no /100 Dollars ($10.00) and the mutual covenants and other good \anal valuable consideration, the receipt and sufficiency of which are hereby acknowledged; '[�Panter does hereby GRANT, BARGAIN, SELL, CONVEY, CONFIRM and RELEASE uhto Gran'te�, its successor and assigns forever, the Premises more particularly described in Exhibit "A" attpched hereto and made a part hereof (the "Premises "), together with any buildirigg, ti u�es_andimprovements owned by Grantor and located thereon. Together with all right, title and interest, if any, of Grantor in and to any streets and roads 4uttindMe Premisos to the center lines thereof, plus all the estate rights of Grantor in and to any ea §&menis, rights, privileges, appurtenances and other hereditaments appurtenant to the Premiseg; .1 This conveyance is made by Grantor and accepted by Grantee SUBJECT TO those rh tt t set forth on "Exhibit B ", attached hereto and by this reference made a part hereof, to the extent that the same are currently valid and enforceable against the Premises and applicable zoning regulations. TO HAVE AND TO HOLD the Premises unto Grantee, its successors and assigns in fee simple forever, but: IN ADDITION TO THE FOREGOING, Grantor grants the Premises to Grantee subject to the following covenants and restrictions: Doc. #1022422v2 PINELLAS COUNTY FL OFF. t — BK 17615 PG 1482 1. (a) From and after the Effective Date until November 30, 2021 ( "Termination Date"), if gasoline or branded diesel is stored, advertised or sold at or from the Premises, the gasoline or branded diesel stored, advertised or sold shall be sold under the "Shell" brand or other "Shell" brands under which motor fuel products are sold ( "Brand Covenant"), all as more fully set forth in that certain Branding and Product Purchase Commitment Agreement dated as of; - December 1, 2006, by and between Grantor and Motiva Enterprises LLC ( "Shell ") ( "Branding Agreement "). The Brand Covenant shall expire automatically on the Termination Date without, need for filing a release, or other action of Shell, Grantor or Grantee. The Premises and every portion thereof shall be improved, held, used, occupied, leased, sold, hypothecated, e iso 1 e 0 and conveyed subject to the Brand Covenant. The Brand Covenant shall run with tie land, anti t pass with each and every portion of the Premises, and shall apply to and bind the respective, successors, assigns and transferees and subsequent owners in interest thereof? The Brenda Covenant is imposed upon the entire Premises. - (b) Grantee agrees to include the Brand Covenant in any conveyance or assignment of the Premises prior to the Termination Date to a successor grantee and assumes land as a condition of any conveyance of the Premises, agrees to require successor grantees to enter into an agreement assuming all obligations of Grantor under Articl46'2 and Article 4 of the Branding Agreement. 2. Grantee has granted a right of access to,Grarltor,pL, Ssuant to the terms of an Access Agreement, dated as of the Effective Date,,which is,beib9-recorded on the same day as this instrument. 3. Grantee covenants and agues that it shall \n6t install any well or other tank, pump or related equipment for the stora9e' Of potable'walef at the Premises. Grantee further covenants and agrees that it shall not imdroye or use, the Premises for residential purposes. Each of these covenants shall run with the Pr8rrliser And pass with each and every portion of the Premises, and shall apply to anO,, rid the rt?spective successors in interest thereof. Grantee agrees to include these restriaYohs in,any .conveyance or assignment of the Premises to a successor grantee. 4. Until the'Termination, Date, Shell retains a right of first refusal to purchase the Premises ( "Right of First Rof6sal "). 'Rie Right of First Refusal shall expire automatically on the Termination Dates wjthoul�naed for filing a release, or other action of either Shell, Grantor or Grantee. The t07's -of tlto Right of First Refusal are set forth on "Exhibit C", attached hereto, and by this reference mada \a park of hereof. 5. This conveyance is made subject to and Grantee shall comply with the requirements af, Section' 9.7 (Future Conveyances /Leases) of the Asset Purchase and Sale Agreement betal en Grantor and Shell, dated as of October 4, 2006, pursuant to which Grantor aCquired,t,iitle to- the, Premises. Any subsequent conveyance, lease or sublease of the Premises shajl,be subject to the provisions of such Section 9.7. This Section 5 shall expire on November 30, '2009 'unless Shell is conducting Remediation on or otherwise indemnifying Grantor concerning the Premises, in which case this section shall expire on the earlier of November 30, 2016 or the completion of such remediation or indemnification. 6. Notice is hereby given to Grantee by Grantor pursuant to § 404.056, Fla. Stats. (1999): Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who were exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from the county public health unit. Cost Center# 2783802 PINELLAS COUNTY FL OFF. f BK 17615 PG 1483 7. This conveyance is made by Grantor and accepted by Grantee SUBJECT TO all /\ matters more particularly set forth on "Exhibit D ", the "Use Restrictions ", attached hereto and by this reference made a part hereof. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor will warrant and defend', - title to the Premises against the lawful claims of all persons claiming by, through, or ugdef ` Grantor, but not otherwise. [Signatures Appear on Following Page] 1 1 1 \ � 1 ` JJ 1 1 \ 1 \ I I / JJ / \J wJ 1 I \ 1 \ \ 1 1 1 ' J I J Cost Center# 2783802 3 PINELLAS COUNTY FL OFF. I BK 17615 PG 1484 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be duly executed on the day and year first above written. Circle K Stores Inc. Name: Darrell Davis tl Title: Vice President Signed, Sealed and Delivered in Our Presence: WITNESS- / gnat re <�- Printed ame - WITNESS: Signaattu ` c �"Z Printed Names;' 2 2c3 Cost Center# 2783802 4 PINELLAS COUNTY FL OFF. 1_ . BK 17615 PG 1485 ACCEPTANCE McDonald's USA, LLC, a Delaware limited liability company ( "Grantee "), hereby evidences its acceptance of and agreement to the limitations, waivers, covenants and , - , - - agreements on or of Grantee contained in the Deed to which this Acceptance is attached. IN WITNESS WHEREOF, Grantee has executed this Acceptance this 6 Of ,June , 2012. - - - - McDonald's USA, LLC, _ a Delaware limited liability company SSA By: CCU GL h-�-- 4.. Printed: Ruth A. Schoenmeyer Title: Senior Counsel Signed, Sealed and Delivered in Our, resencer WITNESS: ' - �, Signature Sandy Bieschke, Printed Name- - W1T,N, <SS` "Sig-nature- Printed Name This instrument prepared by: David Falk as Agent for Circle K Stores Inc. 12911 N Telecom Parkway Tampa, FL 33637 Cost Center# 2783802 5 I PINELLAS COUNTY FL OFF, I BK 17615 PG 1486 State of FLORIDA ) ) ss. County of HILLSBOROUGH On this 61r day of 2012, before me, the undersigned, a Notary', - Public in and for said State, duly commissioned and sworn, personally appeared Darrell Davis, ` personally known to me (or proved to me on the basis of satisfactory evidence) to be the person, whose name is subscribed to the within instrument, and acknowledged to me that he jaxecutgd" the same in his authorized capacity, and that by his signature on the instrument the pers sri, o?th8, entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. "Ay put c+ DAVID M. FALK * * MY COMMISSION f EE 165971 EXPIRES: April 28, 2016 OFFI BMMTNU Notary Public f/ - My CommissiotEE) pires Y �� State of ) ss. County of On this day of 2012, before me, the undersigned, a Notary Public in and for said` State, d,bly commissioned and sworn, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence7,t6 be,the, pbrsonwhose name is subscribed to the within instrument, and acknowledged tQ,rhe that hd �e cuted the same in his authorized capacity, and that by his signature on the ir,strumenf,the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hapd ejnj,6fficial's6al. - Notary Public - - My Commission Expires Cost Center# 2783802 6 PINELLAS COUNTY FL OFF. 2 BK 17615 PG 1487 State of FLORIDA } ) ss. County of HILLSBOROUGH On this day of 2012, before me, the undersigned, a Notary Public in and for said State, duly commissioned and sworn, personally appeared Darrel_ Imo, ; personally known to me (or proved to me on the basis of satisfactory evidence) to be the person-,,,,' whose name is subscribed to the within instrument, and acknowledged to me that he- exebated, the same in his authorized capacity, and that by his signature on the instrument the Person, or -0h6 entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. Notary Public My Commission,txpires State of ILLINOIS ) ) ss. County of DUPAGE } On this 6 day of June 2012, before me, the undersigned, a Notary Public in and for said State, duly commissioned and sworn, personally appeared Ruth A. Schoenmeyer I ; personally known to me (or proved to me on the basis of satisfactory evidence), to be'th' pees-on whose name is subscribed to the within instrument, and acknowledged,ft me that heexecuted the same in his authorized capacity, and that by his signature on the jnsfrufie�t fhe person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my ha d,ahi -' fficial seal. Notary Public Gwen E. Nakutis My Commission Expires 041" /, a m__ M�v AL TIS NOE OF ILLINOIS MRES:04 /18114 Cost Center# 2783802 6 PINELLAS COUNTY FL OFF. 1 BK 17615 PG 1488 EXHIBIT A LEGAL DESCRIPTION A tract of land lying in the Southeast % of Section 24, Township 29 South, Range 15 East, ; Pinellas County, Florida, more particularly described as follows: ` From the Southeast corner of Section 24, Township 29 South, Range 15 East, run thence-North'- 0' 01' 41" West, along the Section line, 1,304.84 feet; thence North 89' 07' 09" West 51,feef for, the Point of Beginning; thence continue North 89' 07' 09" West 200.0 feet; thence South 0' 01' 41" East 200.0 feet; thence South 89' 07' 09" East 200.0 feet; thence North 0' 01' 41 ",West 200 feet to the Point of Beginning. LESS AND EXCEPT a part of Southeast Y. of the Southeast Y. of Section 2� ITownship, �9 South, Range 15 East, more particularly described as follows: From the Southeast corner of said Section 24, run along the East boundary thereof, -North 0' 01' 41" West 1,304.84 feet; thence North 89' 07' 09" West 50.00 feefto the Point of Beginning; from the Point of Beginning run parallel to the East boundary of Section 24,and 5x.90 feet therefrom, South 0' 01' 41" East 28.84 feet; thence North 44' 22' 36 ",West 14.80 feel thence parallel to the North boundary of the Southeast % of the Southeast '% and 40 by-feet therefrom, North 88' 43' 46" West 190.02 feet; thence North 0' 01' 41" West 1.7.48 feF't'tf%noei South 89' 07' 09" East 200.00 feet to the Point of Beginning. Parcel ID: 24- 29 -15- 00000 -440 -0100 11 ' Cost Center# 2783802 7 1 \ 1 I I I \ 1 1 1 / 1 Cost Center# 2783802 7 PINELLAS COUNTY FL OFF. BK 17615 PG 1489 EXHIBIT B PERMITTED ENCUMBRANCES 1500 S Belcher Rd - Clearwater, FL 33764 1. Taxes and assessments for the year 2012 and subsequent years, which are not-yet due and payable. 2. Covenants, restrictions and reservations set forth in that certain deed recorded in Official Records Book 10276, Page 2033. 3. Covenants and restrictions contained in that certain Special Warranty Deed, C, Deed ") recorded in Official Records Book 15535, Page 1, provided, however, that �a) the Right of First Refusal described in Section 2 of the Deed has been'waived,by the Grantor as to that certain Waiver of Right of First Refusal dated January 3, 2012 and recorded in Official Records Book iTkt, Page [a, and (b) the Access Agreement described in Section 3 of the Deed has expired by its temps as of the ff ctive Date and has been replaced by that certain Access -A, eemen,t datpd,' to 2012, which is being recorded on the same day`0sihis.instru*nt. Cost Center# 2783802 8 PINELLAS COUNTY FL OFF. BK 17615 PG 1490 EXHIBIT C RIGHT OF FIRST REFUSAL Until November 30, 2021, if at any time Grantee (i) receives an acceptable bona, fide offer to purchase or lease from a ready, willing, and able purchaser or lessee which', ,' Grantee desires to accept, or (ii) makes a bona fide offer to sell, lease or otherwise tra_nsfer,' to such a purchaser or lessee, all of Grantee's right, title and interest in and to the,, - Premises "Offer" Grantee shall provide written notice to Grantor and Motiva Enterprises, LLC ( "Shell "), specifying the name and address of the proposed §rantee or, ; lessee and the price and complete terms of the Offer, accompanied by Grantee's affidavit',, that the proposed sale or lease transaction described in the Offer is in gogd faith. GraPtor-arrid Shell will then each have the prior option to purchase or lease the Premises at the pride and on the terms of the Offer, but subject to the terms provided below ( "Right of First Refusal "). , Notwithstanding anything to the contrary contained herein, in no event will this Rightof FirstRefusal apply to any future lease, sublease or other transfer of the Premises to a franchisee or entity controlling, controlled by or under common control with Grantee. Grantor or Shell shall provide written notice to Grantee ofl�rantar`s or Shell's election to exercise its Right of First Refusal within 30 day ;, after-Grb�tor and Shell receive Grantee's written notice of the Offer. If neither Grantor nod Sfieltiimely exercise its Right of First Refusal with respect to the Premises, Grantee shall be.f>'ee to\se(I, lease or otherwise transfer the Premises in accordance with the transaction described 'iRdFantee's notice. If such transaction is not consummated as described in the Grantee's notice, the\Aight of First Refusal shall thereafter apply to the Premises. ; Within 20 days after the date 6f the notice provided to Grantee of Grantor's or Shell's election to exercise its Right of First Refusal, Grantor or Shell shall designate a title company and provide written notice tc,,�fantee, of'thc same. Grantee shall deposit with the title company a recordable speoal'wauanty deed comparable to the special warranty deed to which this Exhibit relates or a lease cof}tainir g terms consistent with the Offer described in Grantee's notice and acceptable to Gran* or Shell. Grantor or Shell shall deposit with the title company any earnest money required by, 2bb Offer. 'Promptly thereafter, Grantee shall (or Grantor or Shell may), at Grantor's- or- ShelVs' expense, order from the title company a report on title to (or leasehold interest irtr tRe' Premises and a commitment for an owner's or lessee's (as applicable) polJgy of title jrtsurar6ce. Upon written notice from Grantor or Shell to Grantee and the title company, that titIq is acceptable, the title company shall deliver to Grantor or Shell the deed or lease bxecuted',by Grantee, together with the owner's or lessee's (as applicable) policy-of ti6e,ins6rance, against payment by Grantor or Shell of the purchase price (which shaft include- pa} rnent of any costs, fees, expenses, documentary, transfer and like taxes r,qui�e�l -to paid-by Grantor or Shell), as such allocation of costs, fees and expenses may be set,fbrth'iri the Offer, less any earnest money. Thereafter, the title company shall deliver to Grantr e, thy- purchase price required by the Offer less the amount of any liens accepted by Grantot or Shell and less the amount of any and all costs, fees, expenses, documentary, ',1Fansfer, and like taxes required to paid by Grantee as set forth in the Offer. Taxes and rent will =6e' prorated as of the date of delivery of the deed (or the assignment of lease, as applicable) from the title company to the Grantor or Shell. Upon receipt from Grantor or Shell of written notice that the title is not acceptable, Grantee shall use commercially reasonable efforts to cure such title objections by the closing, including, without limitation, insuring against or providing a bond or suitable escrow for, any lien or other encumbrance that represents a liquidated amount or sum of money. No objection shall be made to any encumbrance that was set forth as a permitted encumbrance for the Premises in the deed from Shell to Grantor. In no case shall Grantee be required to convey any interest in the Premises greater than the interest it is vested in. If Grantee is unable to cure the title to Grantor's or Shell's satisfaction, Grantor may elect not to purchase the Premises, in which case the title Cost Center# 2783802 PINELLAS COUNTY FL OFF. ; BK 17615 PG 1491 company shall return the deed (or assignment of lease) to Grantee, and the earnest money to Grantor or Shell. If Grantor or Shell elects to not exercise its Right of First Refusal for any reason, Grantee may sell the Premises under the terms described in the notice of the Offer provided to Grantor and Shell. Any proposed sale of the Premises under different terms than those described in such notice of the Offer is subject to the Right of First Refusal provisions', - described herein. ` All notices and other communications pursuant to this Right of First Refusal shall be in- writing, and shall be deemed to have been received only if and when (i) personally delivered or (ii�bn the t6iM ' day after mailing, by United States mail, first class, postage prepaid, by certified mail return receiot', requested, (iii) given by facsimile transmission to the number set forth below, or (iv) one dayl,aler deposA, with a reputable overnight courier, addressed in each case as follows (or to such qt�er_address-zpJn4y specified by like notice): - - If to Shell, addressed to it at With a copy to: Motiva Enterprises LLC 700 Milam, Office 2069A Houston, Texas 77002 Attention: Real Estate Administration If to Grantor, addressed to if at Circle K Stores Inc. Real Estate Administration 12911 N. Telecom Parkway Tampa, Florida 33637 Fax Number: 813 - 910 -6912 Cost Center# 2783802 10 Shell Oil Company One Shell•elaza, 910 Louisiana Street Houston, `Tetras 77002. A,dlentipn: Managing Counsel- Retail, -Mar'ketin04 Distribution PINELLAS COUNTY FL OFF. _ BK 17615 PG 1492 EXHIBIT D USE RESTRICTIONS Grantee acknowledges that for a period of twenty (20) years after the Effective Date, neither Grantee, its successors, assigns, legal representatives, lessees, nor sub - lessees, shall use the ; Premises for or allow the Premises to be used for. (a)) The sale of any food or food products, groceries, dairy products, soft drinks',,'_ - energy drinks, bottled water, beer, wine or any other alcoholic beverages, except as may be sold through vending machines; provided, however, that a restaurant operating on the Premises shall be entitled to sell any or all of such iterrjs _ (b) The sale of cigarettes or other tobacco products; or (c) The storage or sale of motor vehicle fuels, including diesel and racing_ uo, dr (d) The operation of a convenience store; or (e) The operation of a car wash Grantee's agreement to place these restriction on the`Prerhisesis a material inducement to Grantor to enter into this conveyance. In the event these restrictigns are violated, Grantor, its successors or assigns, shall have the right to pursue-anyrorrtedy available in law or equity against Grantee or its successors or assigns, spy (y "including the rig �t to enjoin the offending use of the Premises. Cost Center# 2783802 11 ALOF E ,;,�J ,. r, � �si rr ot ,t PLANNING & DEVELOPMENT January 18, 2013 Pam DeDea The Seyer Group 7321 Merchant Court Sarasota FL, 34240 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Revised Development Order, Comprehensive Sign Program — CSP2012 -07015 — 1500 S Belcher Road (This Development Order Replaces the Development Order Dated September 10, 2012) Dear Ms. DeDea: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 1860 Gulf to Bay pursuant to Community Development Code (CDC) Section 3- 1808. The proposed plan includes an increase in the number and area of attached signs and freestanding signs as follows: 1. One Freestanding internally- illuminated sign 96 square feet in area with a total height of 12 feet and total width of 10 feet located at the northeast corner of the property with a three foot wide landscape buffer around the entire base of the sign. The sign will have a red sign face with the yellow arches logo and below will be three lines of changeable copy with black letters on a yellow background, all surrounded by stucco to be consistent with the materials on the building facade with a cap above and an arch below and two stone supports that will match the building facade and will have a minimum of 6 inch high black address numbers on the stone support structure; 2. Two Freestanding internally - illuminated drive through menu signs 38.81 square feet in area, 6.75 feet in height and 8.63 feet in width. The sign structures will be located at the northwest corner of the building. The sign structures will be white; 3. Two Freestanding internally - illuminated pre -sell drive thru menu signs 7.81 square feet in area, 6.75 feet in height and 1.74 feet in width. The sign structures will be located at the northwest corner of the building. The sign structures will be white; 4. One Attached internally- illuminated channel letter sign 14 square feet in area (1.6 percent of the building facade area) on the east building facade. The sign will be a logo of gold arches Attached directly to the building la(,ade (no rake ays): sign will read "Welcome" aluminum in color and be mounted directly to the awning (no raceways); 6. One Attached internally - illuminated channel letter sign 33 square feet in area (1.9 percent of the building facade area) on the north building facade. The sign will read "McDonald's" white in color and mounted directly to the building facade (no raceways); 7. One Attached internally - illuminated channel letter sign 14 square feet in area (0.82 percent of the building facade area) on the north building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and 8. One Attached non - illuminated flat cutout letter sign 2.8 square feet in area (0.16 percent of the building facade area) on the north building facade over the main entrance awning. The sign will read "Welcome" aluminum in color and be mounted directly to the awning (no raceways). The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on May 22, 2012, July 30, 2012 and January 15, 2013 as described above and subject to the following conditions: Conditions of Approval: 1. That all non - conforming signs including the banner on the aluminum fence and advertising sign on the north property line be removed; 2. That the address be maintained on the freestanding sign, in accord with CDC Section 3- ovu.n. i .Y; 3. That the freestanding sign is set back five feet from the property line and is not located within any required sight visibility triangles; 4. That a landscaped area, a minimum of three foot wide buffer around the base of the sign, is provided and maintained around the freestanding sign; 5. That any requests which are inconsistent with this approved Comprehensive Sign Program require an amendment to be filed and reviewed and approved by the Planning and Development Department prior to issuance of a building (sign) permit; 6. That the internal sign lighting for the freestanding and attached signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; and 7. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited to, grand opening banners, window, temporary, construction, sale leasing signs. Pursuant to CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (January 18, 2014). All signs shall be installed and any conditions met within six (6) months of the date of issuance of the initial building (sign) permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please contact Matthew Jackson, Planner II, at (727) 562 -4504 or via e -mail at matthew jackson(a�myclearwater.com. Sincerely, Gina Clayton Assistant Planning and Development Director cc: Mary Jo Weaver, Sign Inspector September 10, 2012 Email pam @seyergroup.com Pam DeDea The Seyer Group 7321 Merchant Court Sarasota FL, 34240 RE: Development Order, Comprehensive Sign Program — CSP2012 -07015 — 1500 S Belcher Road Dear Ms. DeDea: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 1860 Gulf to Bay pursuant to Community Development Code (CDC) Section 3 -1808. The proposed plan includes an increase in the number and area of attached signs and an increase in the area of a freestanding sign as follows: 1. One Attached internally - illuminated channel letter sign 33 square feet in area (3.8 percent of the building facade area) on the east building facade. The sign will read "McDonald's" in white letters mounted on a raceway; 2. One Attached internally - illuminated channel letter sign 14 square feet in area (1.6 percent of the building facade area) on the east building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); 3. One Attached non - illuminated flat cut out letter sign 2.8 square feet in area (0.32 percent of the building facade area) on the east building facade over the main entrance awning. The sign will read "Welcome" aluminum in color and be mounted directly to the awning (no raceways); 4. One Attached internally- illuminated channel letter sign 33 square feet in area (1.9 percent of the building facade area) on the north building facade. The sign will read "McDonald's" white in color and mounted directly to the building facade (no raceways); 5. One Attached internally- illuminated channel letter sign 14 square feet in area (0.82 percent of the building facade area) on the north building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); 6. One Attached non - illuminated flat cut out letter sign 2.8 square feet in area (0.16 percent of the building facade area) on the north building facade over the main entrance awning. The sign will read "Welcome" aluminum in color and be mounted directly to the awning (no raceways); 7. One Freestanding internally- illuminated sign 140 square feet in area (14 feet in height by 10 feet in overall width) located at the northeast corner of the property. The sign will have two stacked faces with the top face (4' x 7' -3 ") being red in color with the gold logo arch and the bottom face (3' -5" x 7' -3 ") is proposed to be an electronic message center. The bottom portion of the sign structure will be grey blocks to cover the two pole covers. The Comprehensive Sign Program has been APPROVED for signs numbered two through six and DENIED for signs numbered one and seven and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on July 20, 2012 and August 06, 2012 as described above. The actions of staff were based upon the following Findings of Fact and Conclusions of Law and are subject to the attached Conditions of Approval: Findings of Fact: 1. That the 0.84 acres is located on the northwest corner of Belcher Road and Nursery Road; 2. That the subject property is located in the Commercial (C) District; 3. That the proposal is to construct an increased number of attached signs; 4. That the property width along Belcher Road is 182 feet and 200 feet along Nursery Road; 5. That pursuant to CDC Section 3- 1804.E, electronic message centers are prohibited; 6. That pursuant to CDC Section 3- 1808.B.1, raceways are prohibited for signage proposed through a Comprehensive Sign Program; 7. That pursuant to CDC Sections 3- 1806.B.1.c.i and 3- 1806.B.l.c.11, the maximum allowable sign area for the freestanding sign is 100 square feet; 8. That pursuant to the CDC sign area definition, any portion of the surface area of a freestanding sign structure that exceeds 50 percent of the permitted area of the sign face shall be considered part of the sign area; 9. That based on the subject property street frontage, the allowable freestanding sign area ranges from 17 square feet to 100 square feet; and 10. That the area of the proposed freestanding sign is 140 square feet. Conclusions of Law: 1. That staff cannot approve the 33 square foot sign on the east building facade that is to be attached with a raceway as it is prohibited; 2. That staff cannot approve the electronic message sign integral to the freestanding sign as electronic changeable signs are prohibited; and 3. That staff cannot approve the proposed freestanding sign as the sign area does not fall within the square footage allowed. Conditions of Approval: 1. That any requests which are inconsistent with this approved Comprehensive Sign Program require an amendment to be filed and reviewed and,approved by the Planning and Development Department prior to issuance of a building (sign) permit; 2. That the internal sign lighting for the attached signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; and 3. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited to, grand opening banners, window, temporary, construction, sale leasing signs. Pursuant to CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (September 10, 2013). All signs shall be installed and any conditions met within six (6) months of the date of issuance of the initial building (sign) permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please contact Matt Jackson, Planner H, at (727) 562 -4504 or via e-mail at matthew .iacksona.mvclearwater.com Sincerely, oz i. NNIYI- Gina Clayton Assistant Planning and Development Director cc: Mary Jo Weaver, Sign Inspector S. IPlanning DepartmentlC D BlComprehensive Sign Program lBelcherlBelcher S 1500 - McDonald's - MJIDevelopment Order. doc CITY OF CLEARWATER PLANNING & DEVELOPMENT DEPARTMENT `r' O POST UI71CT Box 4748, CLr.A wA1rR, FLORIDA 33758-4748 MuNIICrPaL SLi2vic.ES BurLnruc, 100 Sourlt X11 RrLL Avs \uE, CLEARVr I ,FLORIDA 33 756 TREPHONE (727) 562 -4567 FAx ( 727) 5624865 August 9, 2012 PAM DEDEA 7321 MERCHANT COURT SARASOTA, FL 34240 VIA FAX: 9415522286 RE: CSP2012 -07015 -- 1500 S BELCHER RD -- Letter of Completeness Dear PAM DEDEA: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: CSP2012- 07015. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Planning and Development Department will review the application for sufficiency by 8/23/2012. If you have any questions, please do not hesitate to contact me at 562 -4504 or matthew.jackson@myclearwater.com. Sincerely yours, Matthew Jackson PLANNER II 8/9/2012 Letter_ Of Completeness °EQUAL. E:N1P1.0Yh1FNTT K.ND AFFIRMTNF ACTION EmPLOYFR° CITY OF CLEARWATER PLANNING & DES E►oPMENT DEPARTMENT �44 POST On is r, Box 4748, CLEAMATER, FLORIDA 33758 -4748 MUNICIPAL SERVI(:Es BUILDING, 100 Sou MyirrLE �1vENtiL, CLEAR \KA7'ER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 July 20, 2012 Pam DeDea Seyer Group 7321 Merchant Court Sarasota, FL 34240 VIA FAX: 9415522286 RE: CSP2012 -07015 -- 1500 S BELCHER RD -- Letter of Incompleteness Dear Pam DeDea: The Planning Staff has entered your application into the Department's filing system and assigned the case number: CSP2012- 07015. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Per the sign plan requirements on page two of the application, provide a site data table to include how all proposed signs meet Code requirements with a calculation worksheet. The site data table should include the following signs: flag(s), Arch -front elevation, Arch - non -drive thru elevation, Arch -drive thru elevation, Arch -rear elevation, Wordmark -front elevation, Wordmark -non drive thru elevation, Wordmark -drive thru elevation, Welcome -non drive thru elevation, Welcome -front elevation, Gateway, Order Here - Canopy 1, Order Here - Canopy 2, Menu Board 1, Menu Board 2, Presell Menu Board and Freestanding Sign. 2. This condition is being added as a courtesy, the electronic message center is not supported by Code or staff. 3. This condition is being added as a courtesy. Attached (wall) signage can only be supported on building facades facing rights -of -way or having a principal entrance /exit. 4. This condition is being added as a courtesy. The Wordmark sign on the front elevation is mounted via a support bar. Staff has not supported raceways in the past as a means of attachment and while technically the support bar is not a raceway, a similar look will be the result of using a support bar. Staff requests another attachment method is proposed such as pin mount as practical. #Error If you have any questions, please do not hesitate to contact me at 562 -4504 or matthew .jackson @myclearwater.com. Sincerely yours, 7/20/2012 Lefler_ Of Incompleteness "EQUAL EMPLOYMENT AND AmIUNIAmrE ACrION UPLOYER" Sign Data Sheet Front Elevation 866SF LPLANNING EIVED 866X6% =53.16 SF of allowable signage U 6 2012 Requested Signage: DEVELOP MENT Word mark 33SF Arch 14SF Total requested signage for front elevation is 47SF which is approximately 5.5% of the maximum allowed 6% Non Drive -Thru Elevation 1701SF 1701X6 % = 102.06 SF of allowable signage Word mark 33SF Arch 14SF Total requested signage for non -drive thru elevation is 47SF which is approximately 2.5% of the maximum allowed 6% Freestanding Sign Allowable SF according to Section 3 -1806 (B) 1 c i = 170 SF Allowable SF according to Section 3 -1806 (B) 1 c ii = 88.6 SF Allowable SF according to Section 3 -1806 (B) 1 c iii = 64 SF Requested square footage is 55 SF McDonald's sign is 29SF Electronic Message Center is 26SF Flag Pole - Allowable SF is the same as for the free standing sign Allowable SF according to Section 3 -1806 (B) 1 c i = 170 SF Allowable SF according to Section 3 -1806 (B) 1 c ii = 88.6 SF Allowable SF according to Section 3 -1806 (B) 1 c iii = 64 SF Requested a 30' pole with a 60SF flag that measures 6'X10' 1500 S BELCHER RD CSP2012 -07015 CSP McDonald's Zoning: Commercial Atlas #: 316B Menu Boards Menu Board A is 38.81 SF Menu Board B is 38.81 SF Order Here A is 3.95 SF Order Here B is 3.95 SF Drive - Thru Clearance Bar is 3.81 SF Welcome is 2.5 SF RECEIVED AUG 0 6 2012 PLANNING 8 DEVELOPMENT The Seye Group August 1, 2012 Matthew Jackson Planner II City of Clearwater Planning and Development 100 South Myrtle Ave. Clearwater, FL 33756 RE: CSP2012 -07015 - 1500 S. Belcher Road Mr. Jackson: RECEIVED AUG 0 6 2012 PLANNING & DEVELOPMENT The signage proposed for this location is the new "Next Generation" Sign package that McDonald's has just released for usage. All of the lighting is LED which is more energy efficient and more importantly it is environmentally friendly. We are very excited that City of Clearwater will be home to one of the very first complete "re branding" locations. This re- branding includes building design, interior design and signage. This location is one of the very first to have the Next Generation signage and again it is in the City of Clearwater. Below are the responses and requested information in your Letter of Incompleteness. Item 1: Site Date Table— enclosed Item 2: Electronic Message Board Section 3 -1806 5 states that a Changeable copy sign is permitted. I have enclosed a few pictures of electronic message signs that are located in the city of Clearwater and one, Walgreens, is located directly across the street from this location. Item 3: Revised elevations are included showing signage only on the elevation's with road frontage. 1500 S BELCHER RD 7321 Merchant Court • Sarasota, Florida 34240 • CSP2012 -07015 CSP McDonald's Zoning: Commercial Atlas #: 316B Item 4: Regarding the Word mark on front elevation. The architect and the sign manufacturer have spent hours trying to design an installation method that would not require a support bar. Due to the design of the front elevation fagade, it is not possible to Install without the support bar. The bar will be silver to match the metal band that wraps around the entire roof line. The word mark on the non -drive thru elevation is individual channel letters as required by your code. Note from architect included in this package. We would appreciate some leniency since the reason for non - compliance is due to the architectural design of the building. If you have any questions please contact me 941 - 552 -2200 or my cell 941 - 266 -4905. Sincerely, Pam DeDea acne r ♦. e � %11 REAR ELEVATION 471 V6' . 1' -0' �71 DRIVE TFIRU ELEVATION KEY NOTES: m M rn N I.L.. � Q El W 2 Lo E3 J CD W o .` m N -0 4.Y�ff -.' AUG 0 6 2012 PLANNING & DEVELOPMENT ct U scoff a MNgt .LLo. 1202.02 .1 m M rn N I.L.. � Q W 2 Lo U� J CD W o .` m N -0 cn T- CD E 0 ON mU CD a c T" () C) N ct U scoff a MNgt .LLo. 1202.02 .1 - m '.00,00 ! 01m, WY Mour ,11, T n,: .4 r RECEIVED A UG 0 6 2012 1 EF PLANNING & DEVELOPMENT i c a k9 av .. .... . r .... . •:..:::.. . ........... ....... ..1 �`• 1 , Afi •�. J �s J � ri ` .f VL 0 Y iw f a 3: i c a k9 av .. .... . r .... . •:..:::.. . ........... ....... r r, 1p y rr 'R! AUG 0 6 2012 r � , / a JIM Hifil ... ........ �. s � ,.���� � �.i r� Vii• 't ta' IIIIIIIIIIIIEL- I 0 p O r%. Cd 04 Q ci z6 rim :9 O Q U U O Q z C� Vj I _ 1 Fl 7 10'-0" 7 =3" I I NEW MANGO ° PINEAPPLE SMOOTHIE pkoposEp SIGN _ -4U r 30" a m o Q W 2 Lo J CD W c m N r �o �0 p N � Lo a �Uv�N E- z LLJ M o CD N J LU Ln L!1 Z Q W _z z Z Q J a. OPO Outdoor Menu Board 4" 4' -9" V -9" 20" 20.82" VO 103.50" Everbrite Identity Systems Division M M Illumination: LED Electrical: First Circuit: 120/1/60, 15 amp Second Circuit: 120/1/60,15 amp Ship Weight: 1,313 lbs. Other: • Please call IMS for graphics, 800 - 937 -7671 54" . Triangular design for increased VO graphic options • Available in an manual or automated version. Automated version must be ordered directly from Florida Plastics. 1500 S BELCHER RD CSP2012 -07015 McDonald's McDonald's Zoning: Commercial Atlas #: 316B RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Everbrite Drive -Thru Twin Pole Canopy w/ Built -In COD (Preferred) Identlty Systems Division LCD Confirmation Order Display 3/4" thick channel letters painted black w/ McDonald's yellow reflective vinyl on faces 9' -4" I� 7' -0" - 213.36 cm 1 V-3" �4 0Ir�CQf� Inl (QW(A 8" 6" 7' -8„ 6 "x 6" painted metal tube vv/ break feature 8' -6" Whit, 6" APPROACH VIEW 1500 S BELCHER RD CSP2012 -07015 McDonald's McDonald's Zoning: Commercial Atlas #: 316B i 2"x aa° Illumination: 4 - F72T12 CW /HO ~— fluorescent light fixture Electrical: 15 Amp 120 Volt Steel columns Ballast: Fulham Workhorse 7 painted silver Y -6" _ Ship Weight: 1300 lbs. White ACM (typ) Built -in LCD confirmation order display PASSING VIEW Other: • Spring loaded swing away 9' clearance arm CONFIRM ORDER HERE Built -in LCD Confirmation Order Display • Illuminated awning provides a customer safe environment at night and protection from inclement weather RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT tt. I F Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com OPO Pre -Sell Board gn R ,)^ vn 1500 S BELCHER RD CSP2012 -07015 McDonald's McDonald's Zoning: Commercial Atlas #: 316B ' Everbrite Identity Systems Division Illumination: LED Electrical: First Circuit: 120/1/60, 15 amp Second Circuit: 120/1/60,15 amp Ship Weight: 243 lbs. Other: • Please call IMS for graphics, 800 - 937 -7671 • Triangular design for increased graphic options • Available in an manual or automated version. Automated version must be ordered directly from Florida Plastics. • Optional 2- column presell RECEIVED JUL 2:0 2012 PLANNING & DEVELOPMENT 0- 11 C Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com NoT A 9, (6 vjtJ L Lo l 0 in 10'0" 7' -3" EMC 3' -5" x 7' -3" Blocks to cover pole covers by G.C. after sign installation s-40 s'g ,, Ay�. 1500 S BELCHER RD CSP2012 -07015 4"- 2" l q Ut 1 T -) q0 Z U V3 0 1 A49foj .0k CSP McDonald's Zoning: Commercial Atlas #: 316B 34" 30" 26" 22" RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT MILDING DATA e bYl� coeAeclert v. b» ior�Deeo� pui�D.o+ �LDiND I�IUGM +DI++ bJ.' FLORIDA BUILDING CODE - 2001 - PRODUCT APPROVAL SCHEDULE Exr onaou c1'<IYRL -PJ.D me n.r..r,�. uwal. Nw..r.cr R.m ��.as w.ue m A^emc. DoDAe ar s- ,e.ic. FACADE bbb 82 FT nwaNa�ob 33 9a Pr �� FripNT ELEVATION APK:w I. 9p PT \F51 114' . NO' KEY NOTE& El p o a n......0 K ... .a.�.,a . o...0 p �°...,........�.. AUG 0 6 2012 PLANNING & DEVELOPMENT m CA ch INN� IY� N f0 � a W V � J ° Lu O N E r �p �v pN f L�a c a1 vi4 0'E T- )v2No O A� 80=aPWW No. 1202.02 1. 2. 3. 4. 5. 6. 7. 8. -9. 10. 11. 12. 13 Sign Specifications g 9 Golden Arches: 42" Logo Sign Detail - ------------------------------------------------------------------------------------------------------------------ - - - - - A Cabinet Material: .177 Acrylic Returns /.125 Formed White ABS Back W /LED Aluminum Backer Plate & Fasteners as per Building Type (W /W, M /S) Cabinet Color: Opaque Silver Returns / PMS877C Face Material: .177 Acrylic Bonded to Returns Face Color: Translucent Yellow / PMS123C Lamping: LED 40 X 1 Watt Ballast: 120VAC @ 60HZ Load: 1.3 AMPS Circuit: (1) 20 AMP Dedicated Circuit Sq. Ft.: 5 SQ FT (Actual) / 14 SQ FT (Squared) 11 11 11 RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT Dimensions. 42 High x 48 Wide x 4 Depth Approx. Weight: 20 LBS Illumination: Meet or Exceed 1500 LUX on Face Using 3500K White LEDS — Illuminated Yellow Acceptable CIE Color Coordinate Range: X Y 0.5154 0.4835 0.5028 0.4770 0.5332 0.4460 0.5465 0.4530 Design Windload: 170 MPH Wind Speed 3- Second Gust - Exposure C — Compliant with National Building Codes and Standards (All US) 8/18/2011 1 bR@ Wordmark Sign: 24" 1. :DD) @ 1�Ca °� 1 1. Cabinet Material: .177 Acrylic Returns /.125 Formed White ABS Back W /LED Aluminum Backer Plate & Fasteners as per Building Type (W /W, M /S) 2. Cabinet Color: Opaque Silver Returns / PMS877C 3. Face Material: .177 Acrylic Bonded to Returns 4. Face Color: Translucent White 5. Mounting Requirements: RCE Mount, Wall Mount & Arcade Mount (PlayPlace Only) 6. Raceway: Aluminum Painted Silver 3 "D x 11" H x 15'9" W / PMS877C 7. Lamping: LED 180 X 1 Watt 8. Ballast: 120VAC @ 60HZ 9. Load: 1.3 AMPS (4) 10. Circuit: (1) 20 AMP 11. Sq. Ft.: 19.5 SQ FT (Actual) / 33 SQ FT (Squared) 12. Dimensions: 24" High x 16' Wide x 4" Depth W/O Raceway RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT 13. Approx. Weight: 120 LBS 14. Illumination: Meet or Exceed 1500 LUX on Face Using 5000K White LEDS — Illuminated White Acceptable CIE Color Coordinate Range: X Y 0.3352 0.3684 0.3355 0.3298 0.3650 0.3525 0.3744 0.4003 15. Design Windload: 170 MPH Wind Speed 3- Second Gust - Exposure C — Compliant with National Building Codes and Standards (All US) 8/18/2011 3 Welcome Sign 8 -3/8" XV A (� Fn7n A no \"A 21.27 cm 44 -3/4" 113.66 cm Everbrite Identity Systems Division Illumination: N/A Ship Weight: 16 lbs. Other: 3/4" thickness cutout aluminum letters. RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Flaci Poles Everbrite t. Identity Systems Division Available Heights: 25'(762 cm.) 30'(914 cm.) 40' (1219 cm.) 50' (1524 cm.) Construction: Spun aluminum Includes: Halyard, rope and cleat Max. allowable sq. ft. of flag: 25' - 40 sq. ft. 5'x 8'f lag (flag not included) 30' - 60 sq. ft. 6' x 10' flag 40' - 96 sq. ft. 8' x 12' flag 50'- 150 sq. ft. 10' x 15' flag Other: • 25', 30', 40' AND 50' flag poles - standard with ball top. Eagle top available upon request. • Pole mount Stonco or roof mount Ruud flood light available Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Everbrite Welcome Point Gateway Identity Systems Division o" PASSING VIEW ACM 1) 11' -0" (335.28 cm) 91.0" (274.32 c 10'-0" (304.80 cm) 8 "x 3/4" thick channel letters painted s•si� black with "McDonald's Yellow" reflective vinyl film on faces. f Illumination F7 InrFHwa m7 t 8" 1' -0" ea ra n ce 6"x 6" metal tube painted McDonald's PMS 109C White ACM (typical) APPROACH VIEW Clearance bar 6f1 Ship Weight: Other: 81 -v" (259.08 cm) N/A 790 lbs. • Non - illuminated clearance sign with spring loaded break away clearance arm. • Adjustable bang bar. RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com ry LED Directional Sign w/o Arch 1 15-1/2" 39.4 cm 24" 61.0 cm 36-1/2" 92.4 cm Everbrite Identity Systems Division Ilumination: LED Electrical: .50 AMPS 120V 60Hz Power Supply: HIGH PERFECTION LP 1040 -24 Ship Weight: 30 lbs. Other: • Shown with available faces • 4' and 6' pole also available RECEIVED EJUL 2 0 2012 PLANNING & DEVELOPMENT Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI. 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com _3' =2' a •d •a d 00000000000000 'a•' A A 40 00000000000000000000000000000 A` A A, A. �� • OOO( a• •a A 4U A 5 .A ,d a .•A` •4 A a A A: . A A A • a tl 4.4' a a ` a R =a30' A" A. a•. SIDE BY SIDE DRIVE THRU CRITICAL DIMENSIONS AND NOTES: 1. 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. LANE STARTS AT DRIVE -THRU ENTRANCE WHERE "MCDONALD'S GATEWAY" SIGN IS LOCATED. 2. DOUBLE - HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7' SHAFT, T ARROW STEM AND T FOR THE ARROW HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. 3. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4. AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 5. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. 6. WHEN POSITIONING THE SECONDAK, .:OD, THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE SECONDARY COD MUST BE 14' -0 ". THIS MEASUREMENT IS TAKEN ALONG THE CENTERLINE OF'THE SECONDARY LANE WHILE FOLLOWING THE INSIDE CURB FACE. 7. WHEN THE SECONDARY COD IS LOO :D AT 14', THE LOOP DETECTOR IS TO BE 2' FO. .ARD OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 8. THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM FACE OF CURB AND APPROXIMATELY 6-0" FROM THE TIP OF THE CURBED ISLAND. THE END CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12" FROM FACE OF CURB. ANGLE SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. 9. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 10. PRE -SELL BOARD MUST BE 30 " -36" FROM FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE THIRD CAR FROM COD. 11. "PLEASE HAVE YOUR PAYMENT READY" BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB AND 6' FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. 12. "ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1.5' FROM FACE OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90° FROM THE CURB. SITE PLAN NOTES 1. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF CLEARWATER DEVELOPMENT CODE. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. 6. REFER TO ARCHITECTURAL PLANS FOR TRANSFORMER PAD SIZE, LOCATION AND DETAILS. 7. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 8. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII DIMENSIONS ARE SPECIFIED IN SHEET C-4.2. 9. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL PROVIDE SIX (6) INCHES WIDE WHITE PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. 11. PYLON, BUILDING AND DRIVE -THRU SIGNAGE SHALL BE PERMITTED BY THE OWNER'S SIGN CONTRACTOR UNDER SEPARATE APPLICATION. 12. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESS IS CLOSED. 13. REFER TO SHEET C -5.4 AND C -5.5 FOR CROSS SECTIONS. 14. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 15. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP II AND ASSOCIATES, INC. DATED 11/23/11. 16. ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. 9 ....... ...... I.._ .......... _... ..... . .- '•{f VISIBILITY TRIANGLE TYP. i 0 000000000000000' 000 000000000 ....... .... ..... •.;.,_..... .. ..... .... V_= 35.MI > fi'.. _ --------- ...... A a A ru D= 475 FT f ,........._ GRAPHIC SCALE 1 " =10' 20 10 5 0 10 9 0 t Cn N Z LJ 0 A r r'° 3:R 1 1 I I ; EX. 5` I`EVAL €� ... ,_,_....._.......... M €I _LP 1 $ I Y i II I is I (X N- a NURSERY ROAD (COUNTY ROAD 474) 80' RAN : (ASPHALT) .......... . .. ... . . ........... - Z » xau....... o.:. t :: :.:::..........:.:::........... . _ . . . . .. ....... _._........ . . . .... ........ . . ....... .. ..... ... . ........... ..... ...... VISIBILITY TRIANGLE (TYP\ V = 35 MPH D = 475 FT ..... RECEIVED I , JUL 2 0 2012 PLANNING & DEVELOPMENT 1500 S BELCHER RD CSP2012 -07015 CSP McDonald's Zoning: Commercial Atlas #: 316B II / / 1A / / „ €,• N6 ff i'......... / ...... /........._y_._._7/_. ---,/ ........... ,......... � . .. • PROPERTY LINE 42' r PROPOSED MENU :.. . . 1 DIMENSION e DETENTION POND DETECTOR Aj : CONCRETE ;. ' A.. '•4•A A a. �' ,• a I PROPOSED ASPAHLTIC • PROPOSED P' / � POLE 11 PAVEMENT /PAD/ A SIDEWALK ;f 7 t, - • ' • .. .d a d. d d � m a �. %o a a a • � ' " ; ' .g• P .� . °' ,r; a e' � 1, a m W m m I I I �l • !' `= �� e`a• Q A � 1, m us -. - . - • - • . '\\III a ������ d O ULI _"i U LL =) ; � Lu A 1s 9 ' Cn LU Z _3' =2' a •d •a d 00000000000000 'a•' A A 40 00000000000000000000000000000 A` A A, A. �� • OOO( a• •a A 4U A 5 .A ,d a .•A` •4 A a A A: . A A A • a tl 4.4' a a ` a R =a30' A" A. a•. SIDE BY SIDE DRIVE THRU CRITICAL DIMENSIONS AND NOTES: 1. 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. LANE STARTS AT DRIVE -THRU ENTRANCE WHERE "MCDONALD'S GATEWAY" SIGN IS LOCATED. 2. DOUBLE - HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7' SHAFT, T ARROW STEM AND T FOR THE ARROW HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. 3. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4. AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 5. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. 6. WHEN POSITIONING THE SECONDAK, .:OD, THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE SECONDARY COD MUST BE 14' -0 ". THIS MEASUREMENT IS TAKEN ALONG THE CENTERLINE OF'THE SECONDARY LANE WHILE FOLLOWING THE INSIDE CURB FACE. 7. WHEN THE SECONDARY COD IS LOO :D AT 14', THE LOOP DETECTOR IS TO BE 2' FO. .ARD OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 8. THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM FACE OF CURB AND APPROXIMATELY 6-0" FROM THE TIP OF THE CURBED ISLAND. THE END CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12" FROM FACE OF CURB. ANGLE SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. 9. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 10. PRE -SELL BOARD MUST BE 30 " -36" FROM FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE THIRD CAR FROM COD. 11. "PLEASE HAVE YOUR PAYMENT READY" BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB AND 6' FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. 12. "ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1.5' FROM FACE OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90° FROM THE CURB. SITE PLAN NOTES 1. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF CLEARWATER DEVELOPMENT CODE. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. 6. REFER TO ARCHITECTURAL PLANS FOR TRANSFORMER PAD SIZE, LOCATION AND DETAILS. 7. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 8. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII DIMENSIONS ARE SPECIFIED IN SHEET C-4.2. 9. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL PROVIDE SIX (6) INCHES WIDE WHITE PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. 11. PYLON, BUILDING AND DRIVE -THRU SIGNAGE SHALL BE PERMITTED BY THE OWNER'S SIGN CONTRACTOR UNDER SEPARATE APPLICATION. 12. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESS IS CLOSED. 13. REFER TO SHEET C -5.4 AND C -5.5 FOR CROSS SECTIONS. 14. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 15. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP II AND ASSOCIATES, INC. DATED 11/23/11. 16. ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. 9 ....... ...... I.._ .......... _... ..... . .- '•{f VISIBILITY TRIANGLE TYP. i 0 000000000000000' 000 000000000 ....... .... ..... •.;.,_..... .. ..... .... V_= 35.MI > fi'.. _ --------- ...... A a A ru D= 475 FT f ,........._ GRAPHIC SCALE 1 " =10' 20 10 5 0 10 9 0 t Cn N Z LJ 0 A r r'° 3:R 1 1 I I ; EX. 5` I`EVAL €� ... ,_,_....._.......... M €I _LP 1 $ I Y i II I is I (X N- a NURSERY ROAD (COUNTY ROAD 474) 80' RAN : (ASPHALT) .......... . .. ... . . ........... - Z » xau....... o.:. t :: :.:::..........:.:::........... . _ . . . . .. ....... _._........ . . . .... ........ . . ....... .. ..... ... . ........... ..... ...... VISIBILITY TRIANGLE (TYP\ V = 35 MPH D = 475 FT ..... RECEIVED I , JUL 2 0 2012 PLANNING & DEVELOPMENT 1500 S BELCHER RD CSP2012 -07015 CSP McDonald's Zoning: Commercial Atlas #: 316B II / / 1A / / „ €,• N6 ff i'......... / ...... /........._y_._._7/_. ---,/ ........... ,......... � . .. 18.0' 20.0' - - PARKING PROPOSED 1 -STORY SURFACE (TYP.) P PROPOSED LIGHT POLE it ° ° o o CD , + (FIXTURE TO DI' LIGHT ;I : ::' MCDONALD S RESTAURANT TOWARD BU,._..:NG) I ( (4587 STYLE BUILDING) I o. `� TOTAL GROSS FLOOR AREA = 3,906 SF DINING AREA = 70 SEATS I PARCEL ID /a 2F)- 29- 15 -00 ),,)•440- 010(,DETECTABLE I O PROPOSED "PLEASE WARNING SURFACE (TYP.) 3 HAVE YOUR PAYMENT READY" BOARD PROPOSED ELECTRIC POWER 72.2' it rr ri W TRANSFORMER CONCRETE PAD. CONTRACTOR TO COORDINATE _ 6 k5 98.0 FROM PROPOSED } ' > D 0 WITH PROGRESS ENERGY. :i z z PRIMARY COD TO �...... A. , .� , .,,. , , A :' •• •: " ' , ..� '.. •'...* PROPOSED CASHIER BOOTH PROPOSED 42.3' FROM PROPOSED .,' .' LOOP CASHIER BOOTH TO 'O� . a Cq ` i `! �' +':•'' „ ' `° DETECTOR PROPOSED PRESENTER b -, <'.• PROPOSED �� I 1 \ 4• '� A. °' -'tA• , ,. ! 9.. Q BOOTH 03 LOOP DETECTOR r' LPI 12 i ? A 6' GLF° 8.2' } •'° . A 30 0•- n .a,'' Ci` Ci.a:.. i5" 1: F2? 0, -)2'W. - = ...... f ° .• • LP - ............. > L ..........._ _.. .. 8" i "! i �. „`; �»�����.... " " " ")u.��...�..w ,mow, w..�r.awa....���ti....� ...v ...vn _ .m..qi - __ ...1 .... ... ...::........_ _._i... ....... ...... ii.... ...........ii...........- ...; -. __ 'O I'� . (f3 1, P n ., 2 Ile . f .L... LO r N. °;;7'I� I _.._........._ ................._........0 -.i. _._...__........._..._.._.... ....v........._._......._...... .. ......................... .... •. •:3,3 r a ,G1'.,9 LEGAL DESCRIPTION ��, D.A STERENCLOSURE r ? x ?; rl 'r`F;MN m . PROPOSED LIGHT POLE EX, LP A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS (FIXTURE TO DIRECT LIGHT L :::.:...::::::...::.::' t TOWARD BUILDING) FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN THENCE NORTH 0 °01'41" WEST, ALONG THE SECTION LINE, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 °07'09" WEST, 200.0 FEET; THENCE SOUTH 0 °01'41" EAST, 200.0 FEET; THENCE SOUTH 89 °07'09" EAST, 200.0 FEET; THENCE NORTH 0 °01'41" WEST, 200.0 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PART OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SAID SECTION 24, RUN ALONG THE EAST BOUNDARY THEREOF, NORTH 0 °0141" WEST, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50.00 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN PARALLEL TO THE EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, SOUTH 0 °01'41" EAST, 28.84 FEET; THENCE NORTH 44 °22'36" WEST, 14.30 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND 40.00 FEET THEREFROM, NORTH 88 °43'46" WEST, 190.02 FEET; THENCE NORTH 0 °01'41" WEST, 17.48 FEET; THENCE SOUTH 89 °07'09" EAST, 200.00 FEET TO THE POINT OF BEGINNING. ALSO DESCRIBED AS: A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 24; THENCE N00 °01'41 "W ALONG THE EAST BOUNDARY THEREOF, A DISTANCE OF 1304.84 FEET; THENCE N89 °07'09 "W, A DISTANCE OF 50.00 FEET; THENCE S00 °01'41 "E, PARALLEL TO SAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 28.84 FEET TO THE POINT OF BEGINNING; THENCE N44 °22'36 "W, A DISTANCE OF 14.30 FEET; THENCE N88 °43'46 "W, PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24 AND 40.00 FEET THEREFROM, A DISTANCE OF 190.02 FEET; THENCE S00 °01'41 "E, A DISTANCE OF 182.52 FEET; THENCE S89 °07'09 "E, A DISTANCE OF 200.00 FEET; THENCE N00 °01'41 "W, PARALLEL TO AFORESAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 171.16 FEET TO THE POINT OF BEGINNING. CONTAINING 36,313 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. PARCEL ID `',24-29-15-0000-440-0400 P:ENSAM BELLAIR GARDEI1S LLC 1 W N IIM .III. (I� ._ ..................... _ ... V -.... ..... .. . ............ . . ..... GRAPHIC SCALE V=20' 40 20 10 0 20 - -. _. -. SITE DATA vISIBILIrr TRIANGLE (TYP.) 1. PARCEL NUMBER: 24- 29 -15- 00000 - 440 -0100 as:* 2. SECTION TOWN / SHIP /RANGE: 24 29 S 15 E .... ay: iii- ..................... .........................__..__ ; . N. 0 44 E. ' 3. SI ADDRESS: •• .... -- ' -FIR 613" €_s# 4z4 CLEARWATER, FLORIDA 33764 3.51 N 0.18 E 4. PROPERTY AREA: 36,313 SF (0.833 AC) a 5. EXISTING ZONING: COMMERCIAL "C" 6. FUTURE LAND USE: COMMERCIAL GENERAL CG r= ') 7. BUILDING SETBACKS: • v ; PROPOSED €< BELCHER ROAD (EAST) = 39.3 FT McDONALD'S NURSERY ROAD (NORTH) = 81.1 FT MONUMENT SIGN'` ° <'; ? 5 SIDE (SOUTH) = 54.0 FT ?£ SIDE (WEST) = 72.2 FT .I V =40 MPH , I 8. BUILDING HEIGHT: 19.34 FT ii D = 525FT 9. SITE AREAS: ii VEHICULAR USE AREA: 21,414 SF (59.0 %) BUILDING FOOTPRINT: 3,906 SF (10.8 %) ;I PROPOSED LIGHT POLE SIDEWALK, CURB, DUMPSTER: 3,576 SF (9.8 %) ( FIXTURE TO DIRECT LIGHT 0 1'pWARD BUILDING TOTAL IMPERVIOUS AREA: 28,896 SF (79.6%) TOTAL PERVIOUS AREA: 7,417 SF ° (20.4 /o) POND AREA: 2,270 SF (6.3 %) � INTERIOR L" ISCAPE AREA: 2,264 SF (10.6 °/"-"F VUA) x � TOTAL ARE/ 36,313 SF (1000k, t.. - PROPOSED HANDRAIL 'A 10. GROSS FLOOR AREA = 3,906 SF (TO END 2' FROM HE EDGE pF SIDEW' K) , 11. FLOOR AREA RATIO 4. R.) = 3,906 SF / 36,313 SF = 0.108 LU 12. OWNER: ( MCDONALDS CORPORATION 10150 HIGHLAND MANOR DRIVE, SUITE 470 TAMPA, FLORIDA 33610 13. STORMWATER MANAGEMENT: WQT & ATTENUATION 14. FLOOD ZONE INFORMATION: ZONE "X" FEMA MAP 12103CO128G 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 16. SOLID WASTE MANAGEMENT: TWO DUMPSTERS I 17. TOTAL PARKING PROVIDED: 37 SPACES REGULAR = 35, HANDICAP = 2 w4 18. TOTAL PARKING REQUIRED: 58 SPACES . z z 3,906 SF X 15 SPACES / 1,000 SF G.F.A. = 58 I LEGEND LINE L1 `z S44 °22'36 "E - 14.30'R S44 °22'36 "E - 14.30'M II I LINE L2 S00 °01'41 "E - 28.84'R I S00 °01'41 "E - 28.84'MC LINE L3 N89 "07'09 "W - 50.00'R N89 °07'09 "W - 50.21'MC LINE L4 N00 °01'41 "W - 17.48'R �z -' rx v t7 X W L!) u. W. `) (.D.'198`8 P.t� C. S.E. CORNER OF SECTION 24 TOWNSHIP 29 SO;.,TH RANGE 15 EAST F.OP 1/2" (LEANING SOUTH/ VISIBILITY TRIANGLE (TYP.) V =40 MPH D =:525 FT 4d HUUNS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 • PROPERTY LINE 42' r PROPOSED MENU :.. MAN 42' � ................... -- ___ ..._ _ _. - - - -� . 1 DIMENSION PROPOSED DETENTION POND DETECTOR EXISTING : CONCRETE ;. PAVEMENT /PAD/ PROPOSED- SIDEWALK PROPOSED ASPAHLTIC eft)► PROPOSED P' / � POLE 11 PAVEMENT /PAD/ _5 111 SIDEWALK ;f 7 t, - • PROPOSED m PAVERS CD EL m a �49 INA W ��il Ct c m W m m I I I �l 0 �� Q F- 1, m us w - . - • - • . '\\III z ������ ''' O ULI _"i U LL =) F/5 Lu CL Cn LU Z J~ aOf N O U Q W Q (n cl� ~ tj U a LU ULI o � ��U LO U a N Cn CD P Z Z � E2 0 w Z M O Z C7 _ x F- LL 0 Z LLI 0 6 z = ,J Q o U z O I- p a Z v a o \ co x • • - �/� f t� Ili, O +�•" ����� 0 s.+';ia Mir '4 _A (Y lop 18.0' 20.0' - - PARKING PROPOSED 1 -STORY SURFACE (TYP.) P PROPOSED LIGHT POLE it ° ° o o CD , + (FIXTURE TO DI' LIGHT ;I : ::' MCDONALD S RESTAURANT TOWARD BU,._..:NG) I ( (4587 STYLE BUILDING) I o. `� TOTAL GROSS FLOOR AREA = 3,906 SF DINING AREA = 70 SEATS I PARCEL ID /a 2F)- 29- 15 -00 ),,)•440- 010(,DETECTABLE I O PROPOSED "PLEASE WARNING SURFACE (TYP.) 3 HAVE YOUR PAYMENT READY" BOARD PROPOSED ELECTRIC POWER 72.2' it rr ri W TRANSFORMER CONCRETE PAD. CONTRACTOR TO COORDINATE _ 6 k5 98.0 FROM PROPOSED } ' > D 0 WITH PROGRESS ENERGY. :i z z PRIMARY COD TO �...... A. , .� , .,,. , , A :' •• •: " ' , ..� '.. •'...* PROPOSED CASHIER BOOTH PROPOSED 42.3' FROM PROPOSED .,' .' LOOP CASHIER BOOTH TO 'O� . a Cq ` i `! �' +':•'' „ ' `° DETECTOR PROPOSED PRESENTER b -, <'.• PROPOSED �� I 1 \ 4• '� A. °' -'tA• , ,. ! 9.. Q BOOTH 03 LOOP DETECTOR r' LPI 12 i ? A 6' GLF° 8.2' } •'° . A 30 0•- n .a,'' Ci` Ci.a:.. i5" 1: F2? 0, -)2'W. - = ...... f ° .• • LP - ............. > L ..........._ _.. .. 8" i "! i �. „`; �»�����.... " " " ")u.��...�..w ,mow, w..�r.awa....���ti....� ...v ...vn _ .m..qi - __ ...1 .... ... ...::........_ _._i... ....... ...... ii.... ...........ii...........- ...; -. __ 'O I'� . (f3 1, P n ., 2 Ile . f .L... LO r N. °;;7'I� I _.._........._ ................._........0 -.i. _._...__........._..._.._.... ....v........._._......._...... .. ......................... .... •. •:3,3 r a ,G1'.,9 LEGAL DESCRIPTION ��, D.A STERENCLOSURE r ? x ?; rl 'r`F;MN m . PROPOSED LIGHT POLE EX, LP A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS (FIXTURE TO DIRECT LIGHT L :::.:...::::::...::.::' t TOWARD BUILDING) FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN THENCE NORTH 0 °01'41" WEST, ALONG THE SECTION LINE, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 °07'09" WEST, 200.0 FEET; THENCE SOUTH 0 °01'41" EAST, 200.0 FEET; THENCE SOUTH 89 °07'09" EAST, 200.0 FEET; THENCE NORTH 0 °01'41" WEST, 200.0 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PART OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SAID SECTION 24, RUN ALONG THE EAST BOUNDARY THEREOF, NORTH 0 °0141" WEST, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50.00 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN PARALLEL TO THE EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, SOUTH 0 °01'41" EAST, 28.84 FEET; THENCE NORTH 44 °22'36" WEST, 14.30 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND 40.00 FEET THEREFROM, NORTH 88 °43'46" WEST, 190.02 FEET; THENCE NORTH 0 °01'41" WEST, 17.48 FEET; THENCE SOUTH 89 °07'09" EAST, 200.00 FEET TO THE POINT OF BEGINNING. ALSO DESCRIBED AS: A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 24; THENCE N00 °01'41 "W ALONG THE EAST BOUNDARY THEREOF, A DISTANCE OF 1304.84 FEET; THENCE N89 °07'09 "W, A DISTANCE OF 50.00 FEET; THENCE S00 °01'41 "E, PARALLEL TO SAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 28.84 FEET TO THE POINT OF BEGINNING; THENCE N44 °22'36 "W, A DISTANCE OF 14.30 FEET; THENCE N88 °43'46 "W, PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24 AND 40.00 FEET THEREFROM, A DISTANCE OF 190.02 FEET; THENCE S00 °01'41 "E, A DISTANCE OF 182.52 FEET; THENCE S89 °07'09 "E, A DISTANCE OF 200.00 FEET; THENCE N00 °01'41 "W, PARALLEL TO AFORESAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 171.16 FEET TO THE POINT OF BEGINNING. CONTAINING 36,313 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. PARCEL ID `',24-29-15-0000-440-0400 P:ENSAM BELLAIR GARDEI1S LLC 1 W N IIM .III. (I� ._ ..................... _ ... V -.... ..... .. . ............ . . ..... GRAPHIC SCALE V=20' 40 20 10 0 20 - -. _. -. SITE DATA vISIBILIrr TRIANGLE (TYP.) 1. PARCEL NUMBER: 24- 29 -15- 00000 - 440 -0100 as:* 2. SECTION TOWN / SHIP /RANGE: 24 29 S 15 E .... ay: iii- ..................... .........................__..__ ; . N. 0 44 E. ' 3. SI ADDRESS: •• .... -- ' -FIR 613" €_s# 4z4 CLEARWATER, FLORIDA 33764 3.51 N 0.18 E 4. PROPERTY AREA: 36,313 SF (0.833 AC) a 5. EXISTING ZONING: COMMERCIAL "C" 6. FUTURE LAND USE: COMMERCIAL GENERAL CG r= ') 7. BUILDING SETBACKS: • v ; PROPOSED €< BELCHER ROAD (EAST) = 39.3 FT McDONALD'S NURSERY ROAD (NORTH) = 81.1 FT MONUMENT SIGN'` ° <'; ? 5 SIDE (SOUTH) = 54.0 FT ?£ SIDE (WEST) = 72.2 FT .I V =40 MPH , I 8. BUILDING HEIGHT: 19.34 FT ii D = 525FT 9. SITE AREAS: ii VEHICULAR USE AREA: 21,414 SF (59.0 %) BUILDING FOOTPRINT: 3,906 SF (10.8 %) ;I PROPOSED LIGHT POLE SIDEWALK, CURB, DUMPSTER: 3,576 SF (9.8 %) ( FIXTURE TO DIRECT LIGHT 0 1'pWARD BUILDING TOTAL IMPERVIOUS AREA: 28,896 SF (79.6%) TOTAL PERVIOUS AREA: 7,417 SF ° (20.4 /o) POND AREA: 2,270 SF (6.3 %) � INTERIOR L" ISCAPE AREA: 2,264 SF (10.6 °/"-"F VUA) x � TOTAL ARE/ 36,313 SF (1000k, t.. - PROPOSED HANDRAIL 'A 10. GROSS FLOOR AREA = 3,906 SF (TO END 2' FROM HE EDGE pF SIDEW' K) , 11. FLOOR AREA RATIO 4. R.) = 3,906 SF / 36,313 SF = 0.108 LU 12. OWNER: ( MCDONALDS CORPORATION 10150 HIGHLAND MANOR DRIVE, SUITE 470 TAMPA, FLORIDA 33610 13. STORMWATER MANAGEMENT: WQT & ATTENUATION 14. FLOOD ZONE INFORMATION: ZONE "X" FEMA MAP 12103CO128G 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 16. SOLID WASTE MANAGEMENT: TWO DUMPSTERS I 17. TOTAL PARKING PROVIDED: 37 SPACES REGULAR = 35, HANDICAP = 2 w4 18. TOTAL PARKING REQUIRED: 58 SPACES . z z 3,906 SF X 15 SPACES / 1,000 SF G.F.A. = 58 I LEGEND LINE L1 `z S44 °22'36 "E - 14.30'R S44 °22'36 "E - 14.30'M II I LINE L2 S00 °01'41 "E - 28.84'R I S00 °01'41 "E - 28.84'MC LINE L3 N89 "07'09 "W - 50.00'R N89 °07'09 "W - 50.21'MC LINE L4 N00 °01'41 "W - 17.48'R �z -' rx v t7 X W L!) u. W. `) (.D.'198`8 P.t� C. S.E. CORNER OF SECTION 24 TOWNSHIP 29 SO;.,TH RANGE 15 EAST F.OP 1/2" (LEANING SOUTH/ VISIBILITY TRIANGLE (TYP.) V =40 MPH D =:525 FT 4d HUUNS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 • PROPERTY LINE 42' r PROPOSED MENU :.. ► �, 42' � ................... -- ___ ..._ _ _. - - - -� . 1 DIMENSION PROPOSED DETENTION POND DETECTOR EXISTING : CONCRETE ;. PAVEMENT /PAD/ PROPOSED- SIDEWALK PROPOSED ASPAHLTIC PRIMARY COD, 'OSED PROPOSED P' / � POLE 11 PAVEMENT /PAD/ °•-. a. i. '� `�• °'° '�. ' Sri ~Ae,''.a. SIDEWALK ;f 7 t, - • PROPOSED m 18.0' 20.0' - - PARKING PROPOSED 1 -STORY SURFACE (TYP.) P PROPOSED LIGHT POLE it ° ° o o CD , + (FIXTURE TO DI' LIGHT ;I : ::' MCDONALD S RESTAURANT TOWARD BU,._..:NG) I ( (4587 STYLE BUILDING) I o. `� TOTAL GROSS FLOOR AREA = 3,906 SF DINING AREA = 70 SEATS I PARCEL ID /a 2F)- 29- 15 -00 ),,)•440- 010(,DETECTABLE I O PROPOSED "PLEASE WARNING SURFACE (TYP.) 3 HAVE YOUR PAYMENT READY" BOARD PROPOSED ELECTRIC POWER 72.2' it rr ri W TRANSFORMER CONCRETE PAD. CONTRACTOR TO COORDINATE _ 6 k5 98.0 FROM PROPOSED } ' > D 0 WITH PROGRESS ENERGY. :i z z PRIMARY COD TO �...... A. , .� , .,,. , , A :' •• •: " ' , ..� '.. •'...* PROPOSED CASHIER BOOTH PROPOSED 42.3' FROM PROPOSED .,' .' LOOP CASHIER BOOTH TO 'O� . a Cq ` i `! �' +':•'' „ ' `° DETECTOR PROPOSED PRESENTER b -, <'.• PROPOSED �� I 1 \ 4• '� A. °' -'tA• , ,. ! 9.. Q BOOTH 03 LOOP DETECTOR r' LPI 12 i ? A 6' GLF° 8.2' } •'° . A 30 0•- n .a,'' Ci` Ci.a:.. i5" 1: F2? 0, -)2'W. - = ...... f ° .• • LP - ............. > L ..........._ _.. .. 8" i "! i �. „`; �»�����.... " " " ")u.��...�..w ,mow, w..�r.awa....���ti....� ...v ...vn _ .m..qi - __ ...1 .... ... ...::........_ _._i... ....... ...... ii.... ...........ii...........- ...; -. __ 'O I'� . (f3 1, P n ., 2 Ile . f .L... LO r N. °;;7'I� I _.._........._ ................._........0 -.i. _._...__........._..._.._.... ....v........._._......._...... .. ......................... .... •. •:3,3 r a ,G1'.,9 LEGAL DESCRIPTION ��, D.A STERENCLOSURE r ? x ?; rl 'r`F;MN m . PROPOSED LIGHT POLE EX, LP A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS (FIXTURE TO DIRECT LIGHT L :::.:...::::::...::.::' t TOWARD BUILDING) FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN THENCE NORTH 0 °01'41" WEST, ALONG THE SECTION LINE, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89 °07'09" WEST, 200.0 FEET; THENCE SOUTH 0 °01'41" EAST, 200.0 FEET; THENCE SOUTH 89 °07'09" EAST, 200.0 FEET; THENCE NORTH 0 °01'41" WEST, 200.0 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PART OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SAID SECTION 24, RUN ALONG THE EAST BOUNDARY THEREOF, NORTH 0 °0141" WEST, 1304.84 FEET; THENCE NORTH 89 °07'09" WEST, 50.00 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN PARALLEL TO THE EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, SOUTH 0 °01'41" EAST, 28.84 FEET; THENCE NORTH 44 °22'36" WEST, 14.30 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND 40.00 FEET THEREFROM, NORTH 88 °43'46" WEST, 190.02 FEET; THENCE NORTH 0 °01'41" WEST, 17.48 FEET; THENCE SOUTH 89 °07'09" EAST, 200.00 FEET TO THE POINT OF BEGINNING. ALSO DESCRIBED AS: A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 24; THENCE N00 °01'41 "W ALONG THE EAST BOUNDARY THEREOF, A DISTANCE OF 1304.84 FEET; THENCE N89 °07'09 "W, A DISTANCE OF 50.00 FEET; THENCE S00 °01'41 "E, PARALLEL TO SAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 28.84 FEET TO THE POINT OF BEGINNING; THENCE N44 °22'36 "W, A DISTANCE OF 14.30 FEET; THENCE N88 °43'46 "W, PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24 AND 40.00 FEET THEREFROM, A DISTANCE OF 190.02 FEET; THENCE S00 °01'41 "E, A DISTANCE OF 182.52 FEET; THENCE S89 °07'09 "E, A DISTANCE OF 200.00 FEET; THENCE N00 °01'41 "W, PARALLEL TO AFORESAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 171.16 FEET TO THE POINT OF BEGINNING. CONTAINING 36,313 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. PARCEL ID `',24-29-15-0000-440-0400 P:ENSAM BELLAIR GARDEI1S LLC 1 W N IIM .III. (I� ._ ..................... _ ... V -.... ..... .. . ............ . . ..... GRAPHIC SCALE V=20' 40 20 10 0 20 - -. _. -. SITE DATA vISIBILIrr TRIANGLE (TYP.) 1. PARCEL NUMBER: 24- 29 -15- 00000 - 440 -0100 as:* 2. SECTION TOWN / SHIP /RANGE: 24 29 S 15 E .... ay: iii- ..................... .........................__..__ ; . N. 0 44 E. ' 3. SI ADDRESS: •• .... -- ' -FIR 613" €_s# 4z4 CLEARWATER, FLORIDA 33764 3.51 N 0.18 E 4. PROPERTY AREA: 36,313 SF (0.833 AC) a 5. EXISTING ZONING: COMMERCIAL "C" 6. FUTURE LAND USE: COMMERCIAL GENERAL CG r= ') 7. BUILDING SETBACKS: • v ; PROPOSED €< BELCHER ROAD (EAST) = 39.3 FT McDONALD'S NURSERY ROAD (NORTH) = 81.1 FT MONUMENT SIGN'` ° <'; ? 5 SIDE (SOUTH) = 54.0 FT ?£ SIDE (WEST) = 72.2 FT .I V =40 MPH , I 8. BUILDING HEIGHT: 19.34 FT ii D = 525FT 9. SITE AREAS: ii VEHICULAR USE AREA: 21,414 SF (59.0 %) BUILDING FOOTPRINT: 3,906 SF (10.8 %) ;I PROPOSED LIGHT POLE SIDEWALK, CURB, DUMPSTER: 3,576 SF (9.8 %) ( FIXTURE TO DIRECT LIGHT 0 1'pWARD BUILDING TOTAL IMPERVIOUS AREA: 28,896 SF (79.6%) TOTAL PERVIOUS AREA: 7,417 SF ° (20.4 /o) POND AREA: 2,270 SF (6.3 %) � INTERIOR L" ISCAPE AREA: 2,264 SF (10.6 °/"-"F VUA) x � TOTAL ARE/ 36,313 SF (1000k, t.. - PROPOSED HANDRAIL 'A 10. GROSS FLOOR AREA = 3,906 SF (TO END 2' FROM HE EDGE pF SIDEW' K) , 11. FLOOR AREA RATIO 4. R.) = 3,906 SF / 36,313 SF = 0.108 LU 12. OWNER: ( MCDONALDS CORPORATION 10150 HIGHLAND MANOR DRIVE, SUITE 470 TAMPA, FLORIDA 33610 13. STORMWATER MANAGEMENT: WQT & ATTENUATION 14. FLOOD ZONE INFORMATION: ZONE "X" FEMA MAP 12103CO128G 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 16. SOLID WASTE MANAGEMENT: TWO DUMPSTERS I 17. TOTAL PARKING PROVIDED: 37 SPACES REGULAR = 35, HANDICAP = 2 w4 18. TOTAL PARKING REQUIRED: 58 SPACES . z z 3,906 SF X 15 SPACES / 1,000 SF G.F.A. = 58 I LEGEND LINE L1 `z S44 °22'36 "E - 14.30'R S44 °22'36 "E - 14.30'M II I LINE L2 S00 °01'41 "E - 28.84'R I S00 °01'41 "E - 28.84'MC LINE L3 N89 "07'09 "W - 50.00'R N89 °07'09 "W - 50.21'MC LINE L4 N00 °01'41 "W - 17.48'R �z -' rx v t7 X W L!) u. W. `) (.D.'198`8 P.t� C. S.E. CORNER OF SECTION 24 TOWNSHIP 29 SO;.,TH RANGE 15 EAST F.OP 1/2" (LEANING SOUTH/ VISIBILITY TRIANGLE (TYP.) V =40 MPH D =:525 FT 4d HUUNS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 Fes- w Z Z O w p Z 0 ov � a. CO U J o cn U O g U Z M UJI v cn N 04 CV LU LU EXISTING PROPERTY LINE 42' r PROPOSED DIMENSION 42' � ................... -- ___ ..._ _ _. - - - -� . � DIMENSION PROPOSED DETENTION POND ` 'A k EXISTING : CONCRETE ;. PAVEMENT /PAD/ SIDEWALK PROPOSED ASPAHLTIC PAVEMENT A A ,. ,Q ,® ,A A ,n ,� PROPOSED .• `` . •,a ..,� :; „.4 « -;; ".+, . ".•; _ • ,,: •:, " % CONCRETE 11 PAVEMENT /PAD/ °•-. a. i. '� `�• °'° '�. ' Sri ~Ae,''.a. SIDEWALK PROPOSED m PAVERS Fes- w Z Z O w p Z 0 ov � a. CO U J o cn U O g U Z M UJI v cn N 04 CV LU LU ©COPYRIGHT 2012 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE R_PROOJCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORILO i ION FROM HIGH POINT ENGINEERING, INC. 58626 13A RUL ALES G'8•'�L ' FL Registration No. I Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED SEALED AND DATED BY THE PROFESSIONAL ENGINEER Z � CV Z C'7 � 0 0 0 m CD EL m a ♦ ^ Ct c m W m m Z lit 0 Q F- m v w D z z ''' O ULI _"i U LL =) F/5 Lu CL Cn LU Z J~ aOf N O U Q W Q (n cl� ~ tj U a LU ULI o � ��U LO U a N Cn CD P Z Z � E2 0 w Z M O Z C7 _ x F- LL 0 Z LLI 0 6 z = ,J Q o U z O I- p a Z v a o \ co ©COPYRIGHT 2012 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE R_PROOJCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORILO i ION FROM HIGH POINT ENGINEERING, INC. 58626 13A RUL ALES G'8•'�L ' FL Registration No. I Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED SEALED AND DATED BY THE PROFESSIONAL ENGINEER Z � Z 0 Z ♦ ^ Ct W ti M Q O0� 0 C� O Ip _"i w LL U W Z J~ O m' W Q (n cl� ~ tj U a LU ULI o � ��U LO U a Cn CD P Z Z � E2 w Z M �� Z C7 _ x F- LL Z W Z LLI 0 6 z = ,J Q o U z O p a Z v a o \ x °'• O low 0 U' (Y w w Z FD Z w 00 04 J a> U Cl) i a' ti .: o Z NM Z CQ J 0-2 IZ a Z E c5 toH J ©COPYRIGHT 2012 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUMSTANCES MAY THIS DRAWING BE R_PROOJCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORILO i ION FROM HIGH POINT ENGINEERING, INC. 58626 13A RUL ALES G'8•'�L ' FL Registration No. I Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED SEALED AND DATED BY THE PROFESSIONAL ENGINEER BUILD INCA DATA OPENING MA WIND VELOCITY ( mph) 123 IMPORTANCE FACTOR 100 BUILDING CATEGORY II EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICEIENT }/- 0.18 (ENCLOSED BUILDING) 1 MEAN ROOF HEIGHT ( ft) 1958' BUILDING WIDTH ( ft) 45.6'1' BUILDING LENGTH C ft) 11534' ROOF SLOPE ( X : 12) 0 FLORIDA 5UILD INCA CODE - 2001 - DESIGN PRESSURES FOR OPENINGS WALL OPENINGS SCHEDULE OPENING MA OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSION WIDTH HEIGHT MAX POSITIVE PRESSURE pof MAX NEGITIVE PRESSURE of A M GLASS DOOR 5 3.5 3 1 21.0 -213 B FIXED GLASS 5 8.11 3 234 22.1 -294 C FIXED GLASS 5 1.83 15 334 22.1 -294 D FIXED GLASS 5 634 1.5 523 21.9 -2914 E FIXED GLASS 5 5b1 6b1 134 19.8 -24.9 F FIXED GLASS 5 51o1 8 134 19.6 -24.4 G FIXED GLASS 4 5b1 15 134 19.6 -215 H FIXED GLASS 4 51o1 4.83 134 203 -22.1 I FIXED GLASS 4 1.92 4.83 334 21A -232 J SERVICE DOOR 4 35 4 1 2010 -22A K SERVICE DOOR 4 3.5 4 1 20b -22A L FIXED GLASS 4 1 534 2 220 -235 M NOT USED N FIXED GLASS 4 134 4 134 22.1 -239 O SERVICE WNDOIU 4 41o1 2 3 22.1 -23.9 P FIXED GLASS 4 1 634 1 134 6 20.0 -252 PRODUCT APPROVAL SCHEDULE DESCRIPTION MANUFACTURER STATE OR NOA NO. EXPIRATION SINGLE PLY ROOF SYSTEM SYN TEC FL1601 -R5 - _ - HATCH_ -_ -� _CARLISLE BILCO COMPANY -� NOA 1219.01 12.022014_ _ROO_F SWINGING EXT DOOR ASSEMBLY INGERSOLL-RAND _0_8- FL12400 -RI 05.05.2015 PASS THROUGH WINDOW, NON - IMPACT READY ACCESS NOA 10- 0224.01 02.162016 STOREFRONT WALLS YKK AP AMERICA 3 - _PANEL STOREFRONT DOORS _ YKK AP AMERICA _FL125433 FL12522 - �� Ak T/MASONRY e PAI ELEV. + 19' -4" T/BLK'G s ARCAL IV ELEV. + 15' -1" B/REVEAL Y ELEV. + 12' -2 1/2" 5/CANOPY, T/WINDOW 4 REVS, ELEV. + 9' -4" -/ h B/REVEAL MW ELEV. + V -3 1/2" 5/REVEAL ELEV. + V -4" T /SILL qV ELEV. + 2' -0" T /SLAB MV ELEV. + 0' -0" .f 6 TOWER BEYOND n 33 SQ FT 14 SQ FT FE 3 5 2 ` l �, 1 SUPPORT 5AR TO BE PAINTED TO T/ROOF CAP ELEMENT MATCH THE CORRUGATED METAL ELEV. + 23' -411 LE PANEL T/BLOCKING 40 HEARTH Ll I (o ELEV. + 21' -4" �= -,,_ _, �� -� T �__ A5.1 cM RE s MF LE MF I T/ROOF CAP ELEMENT 1 ELEV. + 20'4" B /HEARTH REVEAL E ELEV. + 18' -3° T/MASONRY PARAPET 1'iF 1 ELEV. + 1-3 -4" T/BLK'G 0 VESTIBULE I T/BLOCKING ARCADE ELEv. + 15' -5 1/2" s ELEV. + 15' -�" 5/REVEAL ELEV. + 12' -2 112" T/WINDOW 4 REVEAL T1 5/CANOPY 4 REVEAL ELEV. + 9' -4" T ELEV. + S1-411 '::EQUAL..' EQUAL' L WI XX : T B/REVEAL D ELEV. + 6' -3 1/2" ACCESSIBILITY SIGNAGE SEE GEN NOTE 06 ON AID 5/REVEAL G j aT aT aT at ELEV. + 3' -4" ... T /SILL cB un ELEV. + 2' -0" G1 T /SLAB .... ...: _ . .. - _ ELEV + 0' -0" T /SLAB ELEV + 0--01- E a E Bj E Cf LE E E BUILDING ADDRE L3 6 "H. CHARACTERS AND 3/4" STROKE FACADE 866 SQ FT n S 33 SQ FT ARCH 14 SQ FT 1 FRONT ELEVATION S6. �,y () f 50 1A C,/'1 =r Ct' CHARACTERS AND 3/4" STROKE NorV\v\ FACADE McDONALDS ARCH WC`(JMt, 1,101 5Q FT 33 SQ FT 14 SQ FT T/MASONRY is PARAPET ELEV. + 19' -4" B/METAL PANEL ELEV. + 15' -10 1/2" T /ACCENT BAND AdK ELEV. + 14' -8" 5/TRELLIS Ak ELEV. + 9' -4" T /SLAB ELEV. + 0' -0" 2 NON - DRIVE -THFU ELEVATION RECEIVED JUL 2 0 2012 PLANNING & DEVELOPMENT KEY NOTES: . 1 001APIMHENSIVE SIGN PROGRWl 1 HOLLOW METAL DOOR - PAINT TO MATCH COLOR DRIVE -THRU WINDOW BY READY ACCESS CONFIRM MODEL CB CONCRETE BLOCK W/ GEMENTITIOUS FINISH El RR O F SUOUNDING MATERIAL F1 LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL ML METAL LETTERING - BY OTHERS a ALUMINUM TRELLIS SYSTEM El OPTIONS, AND SIZE WITH MCD PROJECT MANAGER OPTIONS ������J I GI XX INCLUDE: TRANSOM (SHOWN) �- COLOR: BENJAMIN MOORE a EXTERIOR INSULATION FINISH SYSTEM (E.IP.S-) LE ACCENT LIGHTING - SEE ELECTRICAL a PIPE BOLLARD - PAINTED YELLOW � TRELLIS TIE -BACK SYSTEM � Cl : EARTHLY RUSSET 2113 -10 COLOR = BENJAMIN MOORE 2122 -10 SNOW WHITE ❑ SLIDE DIRECTION: RL ■ RIGHT TO LEFT DO ISSUED io L C2 = AZTEC BRICK 2115 -10 LR = LEFT TO RIGHT Ll- LED LIGHT- ALUMINUM TRELLIS 2° x B° WALL FASCIA SYSTEM F Ll = UP AND DOWN FIXTURE a (RMHC) COIN COLLECTOR T3 - Ik t L2 DOWN _ SIGNATURE REFER TO SIM. DETAIL 3 ON SHEET A5.1 cl ALUMINUM CANOPY SYSTEM (COLOR YELLOW) CO2- CO2 = BULK CO2 FILL 130X (EQPM SCHEDULE ITEM 49.00) L3 = INTEGRAL CANOPY FIXTURE RE ROOF CAP ELEMENT BY OTHERS WI EXTERIOR WINDOW ASSEMBLY - SEE ASO 50 = BULK OIL FILL BOX (EQPM SCHEDULE ITEM 100.18) - ❑ ❑ 1500 S BELCHER RD CT ALUMINUM CANOPY TIE -BACK SYSTEM CONFIRM USE WITH MCD PROJECT MANAGER METAL FASCIA - COLOR TO MATCH T" CORRUGATED METAL PANEL - SEE I/A50 ROOF DRAIN OVERFLOW PIPE PANT TO MATCH t ` TEMPERED GLASS CSP2012 -07015 RCEMENTITIOUS CONTROL JOINT EJ EXPANSION JOINT, SEE DETAIL 1 /A4.1 1 - TYPE: SURROUNDNG MATERIAL CSP CORRUGATED METAL PANEL, COLOR =CITYSCAPE BY I • PRE-FAB ANCHOR -TITS FASCIA a PERMIT. Mr-DONALD'S SIGNAGE BY OTHERS - UNDER McDonald's METAL ERA -SEE I/A5� 2 ■ PRE-FAB CUSTOM ARCADE FASCIA SEPARATE PET. Zoning: Commercial Atlas #: 316B -- (A O� b3covr J. pURDY 4R 91876 No. 1202.02 TITLE:, ' 2011 -4587 1502 S BELCHER RD CLEARWATER, FL 33764 ST /SITE# 009 -2471 NAT# 35203 DATE ISSUE 02.29.12 BHEET Ma U • •. U • • pl� -i--J • 3 U . • 3 °= n 1 W • 3 • M U' M 00 • w • kn L om• w /1 • E" • • • a � • Q z • (A O� b3covr J. pURDY 4R 91876 No. 1202.02 TITLE:, ' 2011 -4587 1502 S BELCHER RD CLEARWATER, FL 33764 ST /SITE# 009 -2471 NAT# 35203 DATE ISSUE 02.29.12 BHEET Ma rswNa 1'► 0 20 40 60 GRAPHIC SCALE 1 inch = 20 feet GRATE INLET TOP EL= N. NY, IL- - 12. 12.44' (24' ROF) E. INV. EL- 1241' (24' RCP) W. INV. EL- 13.29 (15' RCP) W. SLOT INV. EL - 15.44' (4.10' WIDE) X UNE L2 S00'01'41 "E - 28.84'R S00'01'41 "E - 28.84'MC UNE L3 N89'07'09'W - 50.00'R N89'07'09 "W - 50.21'MC UNE L4 NOO'01'41'W - 17.48'R BENCH MARK CAMPUS S ELEV.- 15.67' N.A.V.D.1988 LEGEND Q - BACKFLOW PREVENTER o -- BOLLARD EI - CROSS WALK SIGNAL 19 - ELECTRIC METER © - ELECTRIC PEDESTAL A- o.M - ELEVATION Y1 - FIRE HYDRANT © - GRATE INLET * - LIGHT POLE 9 - MONITORING WELL ® - PAYPHONE • - POWER POLE Qs - SANITARY SEWER MANHOLE -- STORM SEWER MANHOLE o - SIGN 0 - UNKNOWN CABINET ED - VERIZON CABINET E5 - VERIZON PEDESTAL 0 - WATER VALVE ® - WELL ----� - GUY WIRE - - - OVERHEAD WIRES FOCI - U.G. FIBER OPTIC CABLE P - U.G. POWER LINE s - U.G. SANITARY SEWER LINE —---fl - U.G. STORM SEWER LINE v - U.G. VERIZON LINE - 0.50' UPRIGHT CURB - 2.0' CURB & GUTTER. DO "i - OAK 00'o - PALM b b � CV � ba 1 CO O V-) W O Z C: C�I LO � I � C7� L&J � ii I b C14 (� COPYRIGHT 2011 L/ ALL RIGHTS RESERVED George A. Shimp 11 & Associates, Inc. Anyone copyin' this document in any manner without the expressed consent of GEORGE A. SHIMP II !c ASSOCIATES, INC. shall be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE C> ! + l�sfgrc 1 ON -SITE T.B.M. ,• �� i SET NAIL & TIN UTILITY TYPE FIBERLIGHT LLC i ELM= 16.89' �4 .I USIC DISPATCH N.ANA 19RSa CABLE iW � 1 S.E. CORNER OF SECTION 24, SITE CITY OF LARGO DAVID McCLYMONDS X WATER, SEWER, STORM 4 1 i o � mo' X I !s� 1 el UNE L1 1 SYSTEM I N44'22'36 "W - 14.30'R 6' CLF CITY OF CLEARWATER BRIAN MATHERLY N44'22'36 "W - 14.30'M 38 " /31'RA 0.31,E W/S DRNG. L — — — UNE L2 S00'01'41 "E - 28.84'R S00'01'41 "E - 28.84'MC UNE L3 N89'07'09'W - 50.00'R N89'07'09 "W - 50.21'MC UNE L4 NOO'01'41'W - 17.48'R BENCH MARK CAMPUS S ELEV.- 15.67' N.A.V.D.1988 LEGEND Q - BACKFLOW PREVENTER o -- BOLLARD EI - CROSS WALK SIGNAL 19 - ELECTRIC METER © - ELECTRIC PEDESTAL A- o.M - ELEVATION Y1 - FIRE HYDRANT © - GRATE INLET * - LIGHT POLE 9 - MONITORING WELL ® - PAYPHONE • - POWER POLE Qs - SANITARY SEWER MANHOLE -- STORM SEWER MANHOLE o - SIGN 0 - UNKNOWN CABINET ED - VERIZON CABINET E5 - VERIZON PEDESTAL 0 - WATER VALVE ® - WELL ----� - GUY WIRE - - - OVERHEAD WIRES FOCI - U.G. FIBER OPTIC CABLE P - U.G. POWER LINE s - U.G. SANITARY SEWER LINE —---fl - U.G. STORM SEWER LINE v - U.G. VERIZON LINE - 0.50' UPRIGHT CURB - 2.0' CURB & GUTTER. DO "i - OAK 00'o - PALM b b � CV � ba 1 CO O V-) W O Z C: C�I LO � I � C7� L&J � ii I b C14 (� COPYRIGHT 2011 L/ ALL RIGHTS RESERVED George A. Shimp 11 & Associates, Inc. Anyone copyin' this document in any manner without the expressed consent of GEORGE A. SHIMP II !c ASSOCIATES, INC. shall be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE C> ! + l�sfgrc 1 NORTH I WF OF 7HF 1' UPRIGHT CURB 11P X �-, x PARCEL ID # 24 -29 -1 5- 0000 -440- -0400 OWNER: PENSAM BELLEAIR GARDENS, LLC ZONE MHDR , CER'1 CATION TO McDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, McDONALD'S RESTAURANT'S OF FLORIDA, INC., A FLORIDA CORPORATION; McDONALD'S CORPORATION, A DELAWARE CORPORATION; AND CHICAGO TITLE INSURANCE COMPANY- THIS IS TO CERTIFY THAT THIS MAP OR PLAT HAS BEEN COMPILED FROM A SURVEY ACTUALLY MADE ON THE GROUND UNDER MY SUPERVISION; THAT IT IS CORRECT AND COMPLIES WITH THE REQUIREMENTS PROVIDED BY McDONALD'S CORPORATION; THAT IT MEETS MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS IN THE STATE OF FLORIDA CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES; AND THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(B), 7(A), 8, 9, 11(A), 13, 14, 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON NOVEMBER 9, 2011. am, A J61,9 GEORGE A. SHIMP III DATE REGISTRATION NO. 6137 1!•. v McD "roe 's 1502 SOUTH BELCHER ROAD SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEAR WA TER, PINELLAS COUNTY, FLORIDA CURB INLET TOP FL= 13.41' THROAT EL= 12.55' vi S.E. INV, EL.= 1.26' (15' RCP) � W. INV. EL= 9.71' (24" RCP): ZOI�':�IG and SETBACK NOTES 1.) ZONED: C (COMMERCIAL) 2.) LAND USE: CG (COMMERCIAL GENERAL) 3.) BUILDING SETBACKS: NORTH: 25 FEET WEST- 10 FEET EAST: 25 FEET SOUTH: 10 FEET NOTE: THE ABOVE DATA WAS OBTAINED FROM THE CITY OF CLEARWATER PLANNING AND ZONING DEPARTMENT CONTACTED AT 727 -562r -4836. M SANITARY SEWER MANHOLE N. RW EL= 13.36' N. INV. E.L.= 9.67'± S. ENV. EL= 5.77± W. NV. EL- 1.70'± ham. - ... n. W_T re' 13zf L'rZ�4 TRIFFIC SIGNALS �o ON.-SITE T.B.M. SET *X' CUT ELF).= 1297' N.A.V.D. 1988 ' FIND NAIL STORM SEWER MANHOLE (CONFLICT BOX) N. RIM EL= 13.27 E INV. EL,- 7.U'(22* RCP) N, 1: S. TOP OF PIPE EL- 110 (B' CIP) N. A S. INV. EL- 10.74' (CALC) BOTTOM EL= 2.36' h I UTILITY PROVIDER CONTACT i ::E UTILITY TYPE FIBERLIGHT LLC i 813 - 877 -7183 �4 .I USIC DISPATCH 866 - 861 -7678 CABLE iW � 1 S.E. CORNER OF SECTION 24, SITE CITY OF LARGO DAVID McCLYMONDS X WATER, SEWER, STORM 4 1 i o � mo' X I !s� 1 el I 1 SYSTEM I (7418) 6' CLF CITY OF CLEARWATER BRIAN MATHERLY f !� 38 " /31'RA 0.31,E W/S DRNG. L — — — l��i2P 2.24N. PROGRESS ENERGY CENTRAL LOCATING 6' PVC W !�� 2' CLF , � 0.021 0.17N. 1 'd m 800 -778 -9140 CABLE, FIBER, PHONE WALL FIR 1/2' CD \ 1 � OF FL, FORMERLY VERIZON WALL MCI ANYONE 800 - 624 -9675 O.M. ' FIBER OPTIC PINELLAS COUNTY ROD ENGRAM 727 -453 -6703 WATER AND SEWER ASPHALT „icy. ,qty PINELLAS COUNTY X 727 - 464 -8900 x HWY /ENG NORTH I WF OF 7HF 1' UPRIGHT CURB 11P X �-, x PARCEL ID # 24 -29 -1 5- 0000 -440- -0400 OWNER: PENSAM BELLEAIR GARDENS, LLC ZONE MHDR , CER'1 CATION TO McDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, McDONALD'S RESTAURANT'S OF FLORIDA, INC., A FLORIDA CORPORATION; McDONALD'S CORPORATION, A DELAWARE CORPORATION; AND CHICAGO TITLE INSURANCE COMPANY- THIS IS TO CERTIFY THAT THIS MAP OR PLAT HAS BEEN COMPILED FROM A SURVEY ACTUALLY MADE ON THE GROUND UNDER MY SUPERVISION; THAT IT IS CORRECT AND COMPLIES WITH THE REQUIREMENTS PROVIDED BY McDONALD'S CORPORATION; THAT IT MEETS MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS IN THE STATE OF FLORIDA CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES; AND THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(B), 7(A), 8, 9, 11(A), 13, 14, 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON NOVEMBER 9, 2011. am, A J61,9 GEORGE A. SHIMP III DATE REGISTRATION NO. 6137 1!•. v McD "roe 's 1502 SOUTH BELCHER ROAD SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEAR WA TER, PINELLAS COUNTY, FLORIDA CURB INLET TOP FL= 13.41' THROAT EL= 12.55' vi S.E. INV, EL.= 1.26' (15' RCP) � W. INV. EL= 9.71' (24" RCP): ZOI�':�IG and SETBACK NOTES 1.) ZONED: C (COMMERCIAL) 2.) LAND USE: CG (COMMERCIAL GENERAL) 3.) BUILDING SETBACKS: NORTH: 25 FEET WEST- 10 FEET EAST: 25 FEET SOUTH: 10 FEET NOTE: THE ABOVE DATA WAS OBTAINED FROM THE CITY OF CLEARWATER PLANNING AND ZONING DEPARTMENT CONTACTED AT 727 -562r -4836. M SANITARY SEWER MANHOLE N. RW EL= 13.36' N. INV. E.L.= 9.67'± S. ENV. EL= 5.77± W. NV. EL- 1.70'± ham. - ... n. W_T re' 13zf L'rZ�4 TRIFFIC SIGNALS �o ON.-SITE T.B.M. SET *X' CUT ELF).= 1297' N.A.V.D. 1988 ' FIND NAIL STORM SEWER MANHOLE (CONFLICT BOX) N. RIM EL= 13.27 E INV. EL,- 7.U'(22* RCP) N, 1: S. TOP OF PIPE EL- 110 (B' CIP) N. A S. INV. EL- 10.74' (CALC) BOTTOM EL= 2.36' ` 1 1 � I I � I z^ W = z }.� N 1 �5 , UTILITY h I UTILITY PROVIDER CONTACT i ::E UTILITY TYPE FIBERLIGHT LLC TIM GREEN 813 - 877 -7183 FIBER OPTIC BRIGHTHOUSE USIC DISPATCH 866 - 861 -7678 CABLE iW � 1 S.E. CORNER OF SECTION 24, SITE CITY OF LARGO DAVID McCLYMONDS 727 -422 -9316 WATER, SEWER, STORM BELLEAIR ROAD DRAINS CLEARWATER GAS BARBARA HAGEN 727 - 562 -4900 GAS SYSTEM cril (7418) CITY OF CLEARWATER BRIAN MATHERLY 727 - 562 -4960 WATER, SEWER, W/S DRNG. .7 4% (7644) .- PROGRESS ENERGY CENTRAL LOCATING 800- 778 -9140 ELECTRIC ST. PETERSBURG !� I C.> 'd m 800 -778 -9140 CABLE, FIBER, PHONE m SUMTER OFFICE CD \ 1 � ` 1 1 � I I � I z^ W = z }.� N 1 �5 , UTILITY SERVICE PROVIDERS UTILITY PROVIDER CONTACT HANDICAPPED 0 PHONE NUMBER UTILITY TYPE FIBERLIGHT LLC TIM GREEN 813 - 877 -7183 FIBER OPTIC BRIGHTHOUSE USIC DISPATCH 866 - 861 -7678 CABLE iW NETWORKS TAMPA BAY OFFICE (CLS) S.E. CORNER OF SECTION 24, SITE CITY OF LARGO DAVID McCLYMONDS 727 -422 -9316 WATER, SEWER, STORM BELLEAIR ROAD DRAINS CLEARWATER GAS BARBARA HAGEN 727 - 562 -4900 GAS SYSTEM LY.i 3 (7418) CITY OF CLEARWATER BRIAN MATHERLY 727 - 562 -4960 WATER, SEWER, W/S DRNG. Cr•J (7644) DRAINAGE PROGRESS ENERGY CENTRAL LOCATING 800- 778 -9140 ELECTRIC ST. PETERSBURG SERVICES VERIZON FLORIDA, INC. DISPATCH 800 -778 -9140 CABLE, FIBER, PHONE SUMTER OFFICE KNOLOGY BROADBAND CENTRAL LOCATING 813 -621 -7571 FIBER OPTIC OF FL, FORMERLY VERIZON SERVICES (CLS) MCI ANYONE 800 - 624 -9675 COMMUNICATIONS, FIBER OPTIC PINELLAS COUNTY ROD ENGRAM 727 -453 -6703 WATER AND SEWER UTILITIES - WATER PINELLAS COUNTY ANYONE 727 - 464 -8900 CONDUIT, FIBER OPTIC, HWY /ENG SIGNAL CABLE PROJECT LOCATION MAP RECEIVED I EXISTING IJUL 2 0 2012 1 HANDICAPPED 0 PLANNING & DEVELOPMENT ' x- 1500 S BELCHER RD SANITARY SEWER MANHOLE I CSP2012 -07015 N. RIM EL= 13.66' N. INV. EL= 11.59 (i' VCF) —... _ - - - - - -- - -- - -- - - (NOT TO_ SCAL. L _. - I Zoning: Commercial Atlas*: 316B NURSERY- -!D P.O.C. S.E. CORNER OF SECTION 24, SITE TOWNSHIP 29 SOUTH, RANGE 15 EAST FOP 1/2' (LEANING SOUTH) BELLEAIR ROAD rn M LY.i 3 w w ]C Cr•J NOTES CORRESPONDING TO SCHEDULE B, SECTION II C jF 1 A INSURANCE AN TIBI COMMITMENT, IMMINENT ORDER NUMBER DATED APRIL 25. -0 5.) THE SITE IS SUBJECT TO THE LIMITED WARRANTY DEED, AS RECORDED IN O.R. BOOK 10276, PAGE 2033 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 6.) THE SITE IS SUBJECT TO THE FINANCING STATEMENT, AS RECORDED IN O.R. BOOK 10668, PAGE 1173 AS AFFECTED BY O.R. BOOK 15313, PAGE 1302 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 7.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 8.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 9.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 10.) THE SITE IS SUBJECT TO THE ACCESS AGREEMENT, AS RECORDED IN O.R. BOOK 15535, PAGE 10 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). PARKING SPACE TABLE RECEIVED I EXISTING IJUL 2 0 2012 1 HANDICAPPED 0 PLANNING & DEVELOPMENT ' x- 1500 S BELCHER RD SANITARY SEWER MANHOLE I CSP2012 -07015 N. RIM EL= 13.66' N. INV. EL= 11.59 (i' VCF) CSP 1 S. NV. EL= 12.01'(6' VCF) McDonald's W. INV, EL- 11. » (2' PVC) I Zoning: Commercial Atlas*: 316B P.O.C. S.E. CORNER OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST FOP 1/2' (LEANING SOUTH) NOTES CORRESPONDING TO SCHEDULE B, SECTION II C jF 1 A INSURANCE AN TIBI COMMITMENT, IMMINENT ORDER NUMBER DATED APRIL 25. -0 5.) THE SITE IS SUBJECT TO THE LIMITED WARRANTY DEED, AS RECORDED IN O.R. BOOK 10276, PAGE 2033 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 6.) THE SITE IS SUBJECT TO THE FINANCING STATEMENT, AS RECORDED IN O.R. BOOK 10668, PAGE 1173 AS AFFECTED BY O.R. BOOK 15313, PAGE 1302 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 7.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 8.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 9.) THE SITE IS SUBJECT TO THE SPECIAL WARRANTY DEED, AS RECORDED IN O.R. BOOK 15535, PAGE 1 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). 10.) THE SITE IS SUBJECT TO THE ACCESS AGREEMENT, AS RECORDED IN O.R. BOOK 15535, PAGE 10 (DOES NOT CONTAIN ANY PLOTTABLE SURVEY MATTERS). PARKING SPACE TABLE EXISTING STANDARD 12 HANDICAPPED 0 TOTAL 12 A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN THENCE NORTH 0'01'41' WEST, ALONG THE SECTION LINE, 1304.84 FEET; THENCE NORTH 89'07'09" WEST, 50 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89'07'09" WEST, 200.0 FEET; THENCE SOUTH 0'01'41" EAST. 200.0 FEET, THENCE SOUTH 89'07'09" EAST, 200.0 FEET; THENCE NORTH 0'01'41' WEST, 200.0 ffET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PART OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE PARICUURLY DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SAID SECTION 24, RUN ALONG THE EAST BOUNDARY THEREOF, NORTH 0`01'41' WEST, 1304.84 FEET, THENCE NORTH 89'07'09' WEST, 50.00 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN PARALLEL TO THE EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, SOUTH 0'01'41" EAST, 28.84 FEET; THENCE NORTH 44"22'36' WEST, 14.30 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND 40.00 FEET THEREFROM, NORTH 88'43'46" WEST, 190.02 FEET; THENCE NORTH 0'01'41' WEST, 17.48 FEET; THENCE SOUTH 89'07'09' EAST, 200.00 FEET TO THE POINT OF BEGINNING. ALSO DESCRIBED AS: A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SEC11ON 24; THENCE N00'01'41 6W ALONG THE EAST BOUNDARY THEREOF, A DISTANCE OF 1304.84 FEET; THENCE N89 '07'09 "W, A DISTANCE OF 50.00 FEET; THENCE SOO '01'41 "E, PARALLEL TO SAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 28.84 FEET TO THE POINT OF BEGINNING; THENCE N447236 "W, A DISTANCE OF 14.30 FEET; THENCE N88'4346'W, PARALLEL TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24 AND 40 "00 FEET THEREFROM, A DISTANCE OF 190.02 FEET; THENCE SOO'01'41 "E, A DISTANCE OF 182.52 FEET; THENCE S89'07'09 0E, A DISTANCE OF 200.00 FEET; THENCE N00'01'41 "W, PARALLEL. TO AFORESAID EAST BOUNDARY OF SECTION 24 AND 50.00 FEET THEREFROM, A DISTANCE OF 171.16 FEET TO THE POINT OF BEGINNING. CONTAINING 36,313 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. FLOOD ZONE THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE WITH THE FIRM MAP OF THE CITY OF CLEARWATER, PINELLAS COUNTY, COMMUNITY NUMBER 125096 (MAP NUMBER 121030- 0128 -G), MAP DATED SEPTEMBER 3, 2003. A7 LENGTH I" - FOUND PINCHED PIPE PROF = PROPERTY A/C * AIR CONDITIONER FRM = FRAME PSM = PROFESSIONAL SURVEYOR t MAPPER AF = ALUMINUM FENCE FZL = FLOOD ZONE UNE PT - POINT OF TANGENCY ALUM = ALUMINUM GAR - GARAGE FVM'T = PAVEMENT ASPH ' ASPHALT G/E - GLASS ENCLOSURE RAD = RADIUS IFE - BASE FLOOD ELEVATION HWF - HOG WIRE FENCE R - RECORD BLDG = BUILDING HWL - HIGH WATER LINE REF = REFERENCE ILK BLOC( INV * INVERT RES - RESIDENCE IM - BENCH MARK L1 = LAND 7URVEYING BUSINESS RL = RADIAL UNE /NDY = BOUNDARY LFE = LOWEST FLOOR EIR RIS = REGISTERED LAND SURVEYOR IRG = BEARING LHSM = LOWEST HORIZONTAL SUPPORTING MEMBER RND = ROUND BWF = BARRED WIRE FENCE LS S! LAND SURVEYOR RING = RANGE C - CALCULATED M - MEASURED IRS -RAIL ROAD SPIKE CI = CHORD BEARING BIAS = MASONRY R/W = RIGHT-OF-WAY CIS - CONCRETE BLOCK STRUCTURE MES = MITERED END SECTION 5C' `T CONCRETE MONUMENT CHO = CHORD MH = MANHOLE S/ 3EENED ENCLOSURE CL = CENTERLINE �' MHWL - MEAN HIGH WATER LINE SEt _ CTION CLF = CHAIN LINK FENCE MSL * MEAN SEA LEVEL SET NbD - 5ET NAIL AND DISK " 2512 CL.OS - CLOSURE NUM = NAIL AND BOTTLE CAP SIR - SET 1/2' IRON ROD ILS1 2512 - - -_ -- -COL _ COL'OM!1 - - — - N," - NAIL AND DISK -50 - SQUARE - CONIC - CONCRETE N&T = NAIL AND TAB SRF = SPLIT RAIL FENCE CR = COUNTY ROAD NGVD = NATIONAL GEODETIC VERTICAL DATUM SR = STATE ROAD CIS - CONCRETE NO - NUMBER STY TORY COR =GARNER 0/A = OVERALL SL IDIV15ON COV = COVETED AREA OHW = OVERHEAD WME(S) S /1` = :JEWALK D = DEED OR = OFFICIAL RECORDS IN = "T" BAR DOT - DEPARTMENT OF TRANVORTATION 0/S - OFFSET TIM = TEMPORARY BENCH MARK DRNG = DRAINAGE P = PLAT TC = TOP OF CUM D/W = DRIVEWAY PI = PLAT NOOK TOR = TOP OF DANK EL OR ELEV = ELEVATION PC * POINT OF CURVE TOS = TOE OF SLOPE EDP * EDGE OF PAVEMENT FCC - POINT OF COMPOUND CURVE TRANS - TRANSFORMER EOW - DOE OF WATER PCF - PERMANENT CONTROL PONT TWP = TOWNSHIP ESA'T - EA1TAETTF PG - PACE TYP = TYPICAL FCM = FOUND CONCRETE MONUMENT PK = PARKER KALON UG = UNDERGROUND FES - FLARED END SECTION PL - PROPERTY LINE UTIL = UTILITY OF . FOUND IRON PIPE POO = PONT OF BEGINNING WD = WOOD FIR = FOUND IRON ROD POC - PONT OF COMMENCEMENT WF = WOOD FENCE FL = FLOW LINE POL - PINT ON UNE WIF * WROUGHT IRON FENCE FLD - FIELD PF - POWER POLE VAT = WITNESS FND - FOUND FRC - POINT OF IEVERSE CURVATURE WRF = WRE FENCE FOP = FOUND OPEN PIPE PRM - PERMANENT REFERENCE MONUMENT WV = WATER VALVE FPC - FLORIDA POWER CORP. ws ABBREVIATIONS MAY ALSO BE CONCATENATED AS REQUIRED. > OTHER COMMONLY RECOGNIZED AND /OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. GENERAL NOTES 1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIENT'S DESIGNATED AGENT. 2 UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE NOT BEEN LOCATED EXCEPT AS SHOWN HEREON. 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT, COMMITMENT ORDER NO. 3493395, DATED APRIL 25, 2011. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. 6. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATION FROM ITS ORIGINAL PLACEMENT BY PERSONS OTHER THAN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY THE POSITION OF THE MONUMENTATION BE VERIFIED. 7. UNAUTHORIZED COMES AND /OR REPRODUCRONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYOR'S WRITTEN CONSENT. 8. BASIS OF BEARINGS IS DEED. 9. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWISE STATED. 10, FLOOD ZONE DESIGNATION AND /OR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER. 11. THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. 12 THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 13, A DIG TICKET WAS SUBMITTED WITH SUNSHINE STATE ONE CALL OF FLORIDA ON NOVEMBER 3, 2011, TICKET I.D. NUMBER 30710394+1. THE UNDERGROUND UTILITIES SHOWN HEREON, BASED ON ANY SUBSEQUENT FIELD MARKINGS OR DELINEATIONS PERFORMED BY THE AFFECTED UTILITY PROVIDERS, WERE LOCATED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN HEREON. ONLY THE UNDERGROUND UTILITIES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND ANY UNDERGROUND UTILITIES NOT FIELD MARKED OR DELINEATED ON THE GROUND ARE NOT SHOWN HEREON. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY GEORGE A. SHIMP II & ASSOCIATES, INC. TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 14. THE ZONING AND SETBACK INFORMATION SHOWN HEREON IS BASED ON INFORMATION AVAILABLE DURING THE MUARATION OF THIS SURVEY AND MAY BE SUBJECT TO FLE)4BIE DEVELOPMENT STANDARDS AND OTHER REQUIREMENTS AND GUIDELINES. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 15. THE QEVATIONS SHOWN HEREON ARE BASED ON N.G.S. 1DICH MARK "CAMPUS S", WITH AN ELEVATION OF 15.67 FEET N.A.V.D. 1988. ALTA /ACS!, LAND TITLE SURVEY VC # 9 -2471) .�--t ADDED TREE CANOPIES ON 11 -23 -2011 (110235.DWG) r.